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Home My WebLink AboutConnections_Rexburg-Reviewed-Corrections-RequiredAuthor Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Don Allen Don.Allen@rexburg.org 208-372-2174 Alex Owens Alex.Owens@rexburg.org 208-372-2172 Description : Connections Therapy Address : 450 First American Cir Application Type : Document Filename : Connections_Rexburg.pdf Array Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Revisions Required Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments G002 Free Text Cody Jones : Building Open 3 Penetrations comply with IBC Section 714 for rated assemblies G002 Free Text Cody Jones : Building Open 3 Ducts and dampers meet the requirements of IBC Section 717 G002 Free Text Cody Jones : Building Open 3 Concealed spaces are fireblocked/draftstopped per Section 718 G002 Free Text Cody Jones : Building Open 3 Accessible Means of Egress complies with IBC Section 1009 G002 Note Cody Jones : Building Open 3 Recreational Facilities comply with IBC Section 1110 G002 Note Cody Jones : Building Open 3 Electrical: Exit Signs/Emergency Lighting G003 Free Text Cody Jones : Building Open 4 Fire barrier to comply with Section 707 and continuity of 707.5. A0.00 Free Text Cody Jones : Building Open 5 86 parking stalls would require 4 ADA accessible stalls with at least one of those being van accessible. 1106.1, 1106.5. A1.1 Free Text Cody Jones : Building Open 9 2 hour rated wall to have listed assembly specified. A1.1 Free Text Cody Jones : Building Open 10 Egress width 68" A5.1 Free Text Cody Jones : Building Open 42 As per section 1003.1 a barrier shall be provided where the vertical clearance above a circulation path is less than 80" high above finished floor. # 23-00172 New Commercial Building Please digitally re-submit all pages of the plan set in response to requested revisions for our next review cycle, with noted items resolved. Report Date: 04.26.2023 Approval of plans does not constitute approval of variance from code Page 1 of 2 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments A7.1 Note Cody Jones : Building Open 56 Panic Hardware shall be installed as per IBC Section 1010.1.10 A8.2 Free Text Cody Jones : Building Open 60 Suspended ceiling to be installed to manufacturers specifications. S1.0 Note Cody Jones : Building Open 62 Roof and Roof Fire Classification comply with IBC Chapter 15 S1.1 Free Text Cody Jones : Building Open 63 Special inspector needs to be identified as per Chapter 17. S1.2 Note Cody Jones : Building Open 64 Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12" Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6" E-5.1 Callout Alex Owens : Electrical Open 121 Available fault current calculation needed E-5.1 Callout Alex Owens : Electrical Open 121 Available fault current calculations needed for service and panels E-5.1 Callout Alex Owens : Electrical Open 121 2 runs parallel 350 aluminum conductors is not adequate feeder size for 600 amps. Report Date: 04.26.2023 Approval of plans does not constitute approval of variance from code Page 2 of 2 Powered by TCPDF (www.tcpdf.org) ? ? ?? ? ?? ? ? ? ? ? scale: ?? ?? ? ? ?? ? ? ?- ? ? ? ? ? ? ?? ? ? ? ? ? NAME ELEVATION NAME ELEVATION 2 1 3 6 4 5 7 ? ? SYMBOL LEGEND DOOR TAG WINDOW TAG GLAZING TAG MATERIAL TAG KEYNOTE TAG ELEVATION TAG ROOM TAG LIGHT FIXTURE ?A.F.F. ? ? CEILING TAG INT. WALL TAG EXT. WALL TAG EX- SECTION MARKER FULL CUT PARTIAL CUT VIEW ELEVATION MARKER EXTERIOR ELEV. VIEW INTERIOR ELEV. VIEW MILLWORK ELEV. VIEW DIMENSION STYLE DIM. CLEAR F.V.EQ STEEL DIM.CLEARDETAIL SIDE SIDE NORTH ARROW FINISH REFERNCE STANDARD FINISH TAG SHEET & VIEW REFERNCE STANDARD scale: ?? ?? LARGE1.) CEILING FINISH 2.) FLOOR FINISH 3.) BASE / TRANSITION 4.) WALL FINISH (ORIEN.) 5.) WALL FINISH (ORIEN.) 6.) WALL FINISH (ORIEN.) 7.) WALL FINISH (ORIEN.) STANDARD GRID MARKER LARGE GRID MARKER x xxx ? DETAIL CUT WIN. / INT. / MIL. CUT VICINITY CITY SITE PROJECT SITE E. 2nd N. N. 2 n d E . S t . BARNEY DAIRY Rd.E. 4th N.FIRST AMERICAN Cr.BARNEY DAIRY Rd. A.B.C. AGGREGATE BASE COURSE A.F.F. ABOVE FINISH FLOOR ALUM. ALUMINUM BD. BOARD BKR. BREAKROOM B.O. BOTTOM OF (__________) C.J. CONSTRUCTION JOINT CMU CONCRETE MASONRY UNIT CONT. CONTINUOUS C.P. CENTER POINT DBL. DOUBLE DIA. DIAMETER E.J. EXPANSION JOINT E.Q. EQUAL EQPT. EQUIPMENT E.g. "for EXAMPLE" E.I.F.S. EXTERIOR INSULATION FINISH SYSTEM F.V. FIELD VERIFY F.O.C. FACE OF CONCRETE F.O.S. FACE OF STUD F.F. FINISH FACE F.F.E. FINISH FLOOR ELEVATION F.E. FIRE EXTINGUISHER F.D. FLOOR DRAIN GA. GAGE GYP. BD. GYPSUM BOARD H.C. RAMP HANDICAP RAMP HD. WD. HARD WOOD HT. HEGHT H.M. HOLLOW METAL HORIZ. HORIZONTAL H.W. HOT WATER I.E. "that is" ABBREVIATION LEGEND IT. INFORMATION TECHNOLOGY JAN. JANITOR LAV. LAVATORY M.H. MAN HOLE MFR. MANUFACTURER MTL. METAL N.I.C. NOT IN CONTRACT ORIEN. ORIENTAION OCC. OCCUPANCY O.C. ON CENTER OPP. OPPOSITE ORD. OVER FLOW ROOF DRAIN O.A.E. OR APPROVED EQUAL P.L. PLASTIC LAMINATE PLY WD. PLYWOOD P.T. PRESSURE TREATED RB. REBAR RCPT. RECEPTIONIST R.C.P. REFLECTED CEILING PLAN RD. ROOF DRAIN R.T.U. ROOF TOP UNIT SCHED. SCHEDULED SS. SANITARY SEWER SHT. SHEET SIM. SIMILAR S.D. STORM DRAIN T.O. TOP OF (__________) TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL WR. WATER RESISTANT W/ WITH W/O WITHOUT WD. WOOD ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 5 : 2 1 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 TITLE SHEET G000 04.12.2023 AO TA 21058 CO N N E C T I O N S FO R C O N S T R U C T I O N LO T 1 3 , L O T 1 4 45 0 , 4 7 0 F i r s t A m e r i c a n C i r RE X B U R G , I D 8 3 4 4 0 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 INDEX TO DRAWINGS GENERAL G000 TITLE SHEET G001 GENERAL NOTES CIVIL C1 COVER / INDEX SHEET C2 NOTES / LEGEND C3 EXISTING & DEMOLITION PLAN C4 SITE PLAN C5 GRADING & UTILITY PLAN C6 CIVIL DETAILS C7 STORMTECH DETAILS C8 STORM WATER POLLUTION PREVENTION PLAN EXHIBIT C9 STORM WATER POLLUTION PREVENTION PLAN DETAILS C10 LANDSCAPE PLAN ARCHITECTURAL A0.00 SITE PLAN A0.1 EXTERIOR PERIMETER FOOTING & FOUNDATION PLAN A0.2 STEEL LOCATION PLAN A0.3 INTERIOR FOUNDATION AND FOOTING PLAN A1.1 (LEVEL 1) EXTERIOR WALL LEGEND A1.1a (LEVEL 1) DIMENSION FLOOR PLAN A1.1b (LEVEL 1) KEYNOTE FLOOR PLAN A1.1c (LEVEL 1) REFLECTED CEILING PLAN A1.1d (LEVEL1) FINISH PLAN A1.1e FINISH PLAN LEGEND A1.2 (LEVEL 2) EXTERIOR WALL LEGEND A1.2a (LEVEL 2) DIMENSION FLOOR PLAN A1.2b (LEVEL 2) KEYNOTE FLOOR PLAN A1.2c (LEVEL 2) REFLECTED CEILING PLAN A1.2d (LEVEL 2) FINISH PLAN A1.3 (LEVEL 3) EXTERIOR WALL LEGEND A1.3a (LEVEL 3) DIMENSION FLOOR PLAN A1.3b (LEVEL 3) KEYNOTE FLOOR PLAN A1.3c (LEVEL 3) REFLECTED CEILING PLAN A1.3d (LEVEL 3) FINISH PLAN A1.4a ROOF PLAN A1.5a WALL PARTITION SCHEDULE A1.5b WALL PARTITION SCHEDULE A2.0 BUILDING ELEVATION (ENLARGED) A2.1 BUILDING ELEVATIONS A2.3 WINDOW SCHEDULE (EXTERIOR) A2.4 WINDOW SCHEDULE (INTERIOR) A2.5 WINDOW DETAILS A2.6 WINDOW DETAILS A3.1 BUILDING SECTIONS A3.2 BUILDING SECTIONS A4.1 WALL SECTIONS A4.2 WALL SECTIONS A4.3 WALL SECTIONS A4.5 WALL SECTIONS A5.1 STAIR PLANS & 3D REF. (134,206,315,401) A5.2 STAIR SECTIONS (134,206,315,401) A5.3 GYM STAIR PLANS & SECTIONS A5.4 STAIR PLANS & 3D REF. (114,224,332) A5.5 STAIR SECTIONS (114,224,332) A5.6 ELEVATOR PLANS, SECTIONS & DETAILS A5.7 STAIR & RAILING DETAILS A6.1 LEVEL 1 R.R. INTERIORS - PLANS & ELEVATIONS A6.2 LEVEL 2 & 3 R.R. INTERIORS - PLANS & ELEVATIONS A6.3 MILLWORK ELEVATIONS & ENLARGED PLANS A6.4 MILLWORK ELEVATIONS A6.5 MILLWORK ELEVATIONS A6.8 MILLWORK DETAILS A6.9 EVENT CENTER CANOPY DETAILS A7.1 DOOR SCHEDULE A7.2 DOOR TYPES & DETAILS A7.3 DOOR DETAILS A8.1 DETAILS A8.2 GENERAL DETAILS A8.3 GENERAL DETAILS A8.4 GENERAL MILLWORK DETAILS G002 CODE ANALYSIS G003 EGRESS DIAGRAMS STRUCTURAL S1.0 GENERAL STRUCTURAL NOTES (GSN) S1.1 SPECIAL INSPECTIONS & TESTING S1.2 SCHEDULES S2.0 LEVEL 1 FOOTING & FOUNDATION PLAN S3.0 LEVEL 2 FLOOR FRAMING PLAN S3.1 EVENT CENTER ROOF FRAMING PLAN S3.2 LEVEL 3 FLOOR & ROOF FRAMING PLAN S3.3 ROOF FRAMING PLAN S3.4 TOP OF STAIRS ROOF FRAMING PLAN S4.0 FRAMING DETAILS S4.1 FRAMING DETAILS S4.2 FRAMING DETAILS S4.3 FRAMING DETAILS S4.4 FRAMING DETAILS S4.5 FRAMING DETAILS S4.6 FRAMING DETAILS S4.7 FRAMING DETAILS S4.8 FRAMING DETAILS S4.9 FRAMING DETAILS NORTHEAST SOUTHEAST SOUTHWEST NORTHWEST # DATE DESCRIPTION 1 04.19.2023 Addendum INDEX CONTINUED MECHANICAL M0.1 MECHANICAL NOTES & LEGENDS M1.1 FIRST FLOOR MECHANICAL PLAN M1.2 SECOND FLOOR MECHANICAL PLAN M1.3 THIRD FLOOR MECHANICAL PLAN M1.4 ROOF MECHANICAL PLAN M5.1 MECHANICAL DETAILS M5.2 MECHANICAL DETAILS M5.3 MECHANICAL DETAILS M6.1 MECHANICAL SCHEDULES M6.2 MECHANICAL SCHEDULES M7.1 MECHANICAL SPECIFICATIONS M7.2 MECHANICAL SPECIFICATIONS M7.3 MECHANICAL SPECIFICATIONS M8.1 VRF PIPING DIAGRAMS M8.2 VRF PIPING DIAGRAMS M8.3 VRF PIPING DIAGRAMS PLUMBING P0.1 GENERAL PLUMBING NOTES & LEGEND P1.1 FIRST FLOOR PLUMBING PLAN-WATER & GAS P1.2 FIRST FLOOR PLUMBING PLAN-SEWER P1.3 SECOND FLOOR PLUMBING PLAN-WATER & GAS P1.4 SECOND FLOOR PLUMBING PLAN-SEWER P1.5 THIRD FLOOR PLUMBING PLAN-WATER & GAS P1.6 THIRD FLOOR PLUMBING PLAN-SEWER P1.7 ROOF PLUMBING PLAN P5.1 PLUMBING DETAILS P5.2 PLUMBING DETAILS P5.3 PLUMBING DETAILS P6.1 PLUMBING SCHEDULE & SCHEMATICS P7.1 PLUMBING SPECIFICATIONS P7.2 PLUMBING SPECIFICATIONS ELECTRICAL E-0.1 ELECTRICAL COVER SHEET E-0.2 SITE ELECTRICAL PLAN E-0.3 SITE PHOTOMETRIC PLAN E-1.1 1ST FLOOR POWER PLAN E-1.2 SECOND FLOOR POWER PLAN E-1.3 THIRD FLOOR POWER PLAN E-1.4 ROOF POWER PLAN E-1.5 FIRST FLOOR LIGHTING PLAN E-1.6 SECOND FLOOR LIGHTING PLAN E-1.7 THIRD FLOOR LIGHTING PLAN E-5.1 ELECTRICAL DETAILS E-5.2 ELECTRICAL DETAILS E-5.3 ELECTRICAL DETAILS E-5.4 ELECTRICAL DETAILS E-6.1 ELECTRICAL SCHEDULES E-6.2 ELECTRICAL SCHEDULES E-6.3 ELECTRICAL SCHEDULES E-6.4 ELECTRICAL SPECIFICATIONS 1 ** IMPORTANT ** Bid & Construction documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to the work covered by sub-bids. Bidder assumes full responsibility for errors or misinterpretations resulting from use of partial sets of Bidding Documents by itself or any sub-bidder. Conflicting information or errors found in the bid or construction documents should be brought to the attention of the architect immediately so that questions and concerns may be clarified by addendum. In the event of a conflict in the drawings, bidder should not assume that the least expensive option will meet the project requirements. Documents represent the Project in whole, pricing should represent the same. 1. AT CONCLUSION OF THE WORK, GENERAL CONTRACTOR SHALL PROVIDE OWNER'S REPRESENTATIVE WITH ONE FULL-SIZE (24x36) HARD COPIES AND 1 C.D. WITH SCANNED *.PDF FILES AS PROJECT RECORD DRAWINGS. SEE SPECIFICATIONS. 2. ALL PRODUCTS ON THIS PROJECT SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS & SPECIFICATIONS GENERAL NOTES ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 5 : 2 3 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 GENERAL NOTES G001 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION CODE ANALYSIS APPLICABLE CODES: INTERNATIONAL BUILDING CODE - 2018 INTERNATIONAL MECHANICAL CODE - 2018 INTERNATIONAL PLUMBING CODE - 2018 NATIONAL ELECTRICAL CODE - 2020 INTERNATIONAL FIRE CODE - 2018 INTERNATIONAL FUEL GAS CODE - 2018 ICC/ANSI A117-1-2009 DESCRIPTION: IN GENERAL, THIS PROJECT INCLUDES THE CONSTRUCTION OF A NEW BUILDING AND SITE IMPROVEMENTS. THE NEW BUILDING WILL HOUSE OCCUPATIONAL PROFESSIONAL SERVICES (B – BUSINESS GROUP) AND ASSOCIATED BUSINESS OFFICES AND AN ACCESSORY GYM SPACE (B OCCUPANCY PER 303.1.2 AS NOTED BELOW). A PORTION OR THE BUILDING WILL BE USED AS AN EVENT CENTER (A-2) BANQUET HALL. THE CONSTRUCTION TYPE IS V-B. THE BUILDING WILL BE SPRINKLERED. THE EVENT CENTER AREA (A-2 OCCUPANCY WILL BE SEPARATED FROM THE REST OF THE BUILDING WITH A 2-HOUR RATED FIRE BARRIER. CHP. 3 USE & OCCUPANCY 303.1.2 SMALL ASSEMBLY SPACES A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 PERSONS AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY OR AS PART OF THAT OCCUPANCY. THE PROJECT HAS A GYM FOR THE KIDS TO PARTICIPATE IN OTHER OCCUPATIONAL THERAPY AND COORDINATION ACTIVITIES. THE OCCUPANT LOAD OF THIS SPACE IS 48 AND THEREFORE A PART OF THE ‘B’ OCCUPANCY OF THE BUILDING. 303.3 ASSEMBLY GROUP (A-2) DEFINED OCCUPANCY TO INCLUDE BANQUET HALLS 304.1 BUSINESS GROUP (B) DEFINED OCCUPANCY TO INCLUDE PROFESSIONAL SERVICES AREAS. CHP. 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY 424 CHILDREN’S PLAY STRUCTURES ALL EQUIPMENT INSTALLED IN THE GYM AREA THAT SHALL MEET THE REQUIREMENTS OF THIS SECTION CHP. 5 GENERAL BUILDING HEIGHTS & AREAS 502.1 ADDRESS NUMBERS SHALL BE VISIBLE FROM THE STREET TABLE 504.3 ALLOWABLE HEIGHT ABOVE GRADE PLANE: 60 FEET (TYPE V-B) TABLE 504.4 ALLOWABLE STORIES ABOVE GRADE PLANE: 2 STORIES (A-2 OCCUPANCY) ALLOWABLE STORIES ABOVE GRADE PLANS: 3 STORIES (B OCCUPANCY) TABLE 506.2 ALLOWABLE AREA FACTOR PER FLOOR A-2 OCCUPANCY = 18,000 S.F. 1ST FLOOR ACTUAL AREA = 3,386 S.F. B OCCUPANCY = 27,000 S.F. 1ST FLOOR ACTUAL AREA = 11,966 S.F. 2ND FLOOR ACTUAL AREA = 8,027 S.F. 3RD FLOOR ACTUAL AREA = 7,743 S.F. CHP. 6 TYPES OF CONSTRUCTION TABLE 601 TYPE V-B, FIRE RESISTIBLE RATING REQUIREMENTS: PRIMARY STRUCTURE: 0 HOURS EXTERIOR BEARING WALLS: 0 HOURS NON-BEARING INTERIOR: 0 HOURS FLOOR CONSTRUCTION: 0 HOURS ROOF CONSTRUCTION: 0 HOURS TABLE 602 FIRE RESISTIBLE RATING REQUIREMENTS FOR EXTERIOR WALLS: FIRE SEPARATION DISTANCE IS GREATER THAN 30'. FOR TYPE V-B THERE IS NO FIRE RESISTANCE RATING FOR EXTERIOR WALLS. CHP. 7 FIRE & SMOKE PROTECTION FEATURES TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS: NO LIMIT, GREATER THAN 30'-0" OF SEPARATION IN A SPRINKLERED BUILDING. TABLE 707.3.10 SEPARATION BETWEEN ‘B’ AND ‘A-2’ OCCUPANCY TO BE 2 HOURS 712.1.9 TWO-STORY OPENINGS ARE ALLOWED AND NOT REQUIRED TO BE ENCLOSED BECAUSE IT MEETS THE NOTED CRITERIA. 713.4 EXIT ACCESS STAIRWAYS ARE REQUIRED TO BE ENCLOSED BECAUSE THEY CONNECT MORE THAT 2 STORIES. THEY ARE REQUIRED TO HAVE A 1 HOUR RATING AND TREATED AS A SHAFT ENCLOSURE. TABLE 716.1 DOORS IN FIRE BARRIER WALL TO HAVE A 1 ½ HOUR RATING. INTERIOR DOORS IN STAIR ENCLOSURES ARE TO HAVE A 1 HOUR RATING. CHP. 8 INTERIOR FINISHES TABLE 803.11 THE FOLLOWING FINISH REQUIREMENTS APPLY: B OCCUPANCY: EXIT ACCESS STAIRWAYS = B-RATING. ROOMS AND CORRIDORS = C A-2 OCCUPANCY: ROOMS = C-RATED. CHP. 9 FIRE PROTECTION SYSTEMS 903 FIRE SPRINKLERS REQUIRED THROUGHOUT. 906 PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED PER INTERNATIONAL FIRE CODE. 907 REFER TO ELECTRICAL DRAWINGS FOR FIRE ALARM AND DETECTION SYSTEM. CHP. 10 MEANS OF EGRESS 1003.3 ALL PROTRUDING OBJECTS NEED TO COMPLY WITH THIS SECTION. TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT: OCCUPANT LOADS BUSINESS AREAS: 1 OCC/150 S.F.(GROSS) ASSEMBLY AREAS: (UNCONCENTRATED TABLES AND CHAIRS) 1 OCC/15 S.F. EXERCISE ROOMS: 50 GROSS STORAGE: 1 OCC/300 S.F. MAIN LEVEL: BUSINESS: 9,239 S.F. = 62 OCCUPANTS GYM: 2,370 S.F. = 48 OCCUPANTS EVENT CENTER (A-2) 3,386 S.F.: = 226 OCCUPANTS TOTAL = 336 OCCUPANTS LEVEL 2: OFFICE AREA: 8,027 S.F. = 54 OCCUPANTS LEVEL 3: OFFICE AREA: 7,743 S.F. = 52 OCCUPANTS TOTAL BUILDING OCCUPANTS = 442 OCCUPANTS 1005.3.1 EGRESS WIDTH STAIRWAYS MIN. WIDTH = 0.3 x OCCUPANT LOAD / FLOOR OTHER EGRESS COMPONENTS MIN. WIDTH = 0.2 x OCCUPANT LOAD / FLOOR SECOND FLOOR STAIRS = 0.3 x 106 OCCUPANTS = 32 INCHES MIN. FIRST FLOOR COMPONENTS = 0.2 x 336 OCCUPANTS = 68 INCHES MIN. TABLE 1006.3.2 MINIMUM NUMBER OF EXITS (2) EXITS REQUIRED TABLE 1006.3.3 (2) COMMON PATH OF EGRESS IS LIMITED TO 75 FEET. 1007.1.1 EXIT CONFIGURATION WHERE BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM THE DISTANCE BETWEEN EXITS SHALL NOT BE LESS THAN 1/3 THE OVERALL DIAGONAL DISTANCE OF THE SPACE. 1011 STAIRWAYS 1011.2.1 WIDTH AND CAPACITY MINIMUM WIDTH SHALL BE NO LESS THEN 36" SERVING OCCUPANCY LOAD LESS THAN 50. 1011.5.2 STAIR RISERS SHALL NOT EXCEED 7" IN HEIGHT NOR BE LESS THAN 4". 1014.2 HANDRAILS SHALL BE PROVIDED BETWEEN 34" AND 38" ABOVE STAIR NOSING'S. 1014.3.1 HANDRAILS SHALL BE BETWEEN 1 1/4" AND 2" IN DIAMETER. 1014.6 HANDRAIL EXTENSIONS SHALL BE 12" AND ENDS SHALL RETURN TO A WALL, GUARD, OR WALKING SURFACE. 1015.2 GUARDS ARE REQUIRED ALONG WALKING SURFACES, STAIRWAYS AND LANDINGS MORE THAN 30" ABOVE ADJOINING FINISH GRADE. 1015.3 GUARDS SHALL BE MIN. 42" HIGH. 1016.2 EGRESS THROUGH INTERVENING SPACES EGRESS THROUGH INTERVENING SPACES SHALL COMPLY WITH APPLICABLE ITEMS IN SECTION. 2. CAN EGRESS THROUGH ACCESSORY SPACES 5. EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, CLOSETS OR SPACES USED AS SIMILAR FUNCTION. TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE B OCCUPANCY: WITH SPRINKLER 300’ A OCCUPANCY: WITH SPRINKLER 250' 1019.3 ALL OCCUPANCIES OTHER THAN I-2 & I-3 EXIT STAIRWAY AND RAMPS SHALL BE ENCLOSED, EXCEPT, THOSE THAT SERVE OR ATMOSPHERICALLY COMMUNICATE BETWEEN ONLY (2) STORIES. 1020.1 CORRIDORS-CONSTRUCTION 4. CORRIDORS IN B OCCUPANCY NOT REQUIRED TO BE FIRE RATED CHP. 11 ACCESSIBILITY 1104.2 AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS AND FACILITIES ON THE SITE. 1105.1 AT LEAST 60% OF PUBLIC ENTRANCE SHALL BE ACCESSIBLE. 1106.1 ACCESSIBLE PARKING SHALL BE PROVIDED PER TABLE 1106.1. 1106.5 ONE OUT OF EVERY SIX ACCESSIBLE STALLS SHALL BE VAN ACCESSIBLE. 1109.2 TOILET ROOMS SHALL BE ACCESSIBLE. 1109.3 AT LEAST 5% OF SINKS PROVIDED SHALL BE ACCESSIBLE. (EXCEPTION: SERVICE SINKS) 1109.9 MINIMUM 5% OF LOCKERS SHALL BE ACCESSIBLE. 1109.12.1 MINIMUM 5% OF DRESSING ROOMS SHALL BE ACCESSIBLE. CHP. 29 PLUMBING SYSTEMS TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES B OCCUPANCY = 216 A-2 OCCUPANCY = 226 NOTE: ALL FIXTURE COUNTS NOTED BELOW AS “PROVIDED”ARE CONSTRUCTED AS A PART OF THE BUSINESS TENANT IMPROVEMENTS OF CONNECTIONS THERAPY SPACE. THE FIXTURES REQUIRED OF THE A-2 OCCUPANCY SPACE WILL BE PROVIDE AS A PART OF THE A-2 OCCUPANY TENANT IMPROVEMENTS. WATER CLOSETS B OCCUPANCY: 1 PER 25 FOR FIRST 50; 1 PER 50 FOR REMAINDER EXCEEDING 50 A-2 OCCUPANCY: 1 PER 75 TOTAL REQUIRED = 6 (B) + 3 (A) = 9 FIXTURES TOTAL PROVIDED: WOMEN 9 FIXTURES MEN 9 FIXTURES UNISEX 6 FIXTURES LAVATORIES B OCCUPANCY: 1 PER 40 FOR FIRST 80; 1 PER 80 FOR REMAINDER EXCEEDING 80 A-2 OCCUPANCY: 1 PER 200 TOTAL REQUIRED: 4 (B) + 2 (A) = 5 FIXTURES TOTAL PROVIDED: WOMEN 6 LAVATORIES MEN 6 LAVATORIES UNISEX 6 LAVATORIES DRINKING FOUNTAINS B OCCUPANCY: 1 PER 100 A-2 OCCUPANCY: 1 PER 500 TOTAL REQUIRED: 4 FIXTURES TOTAL PROVIDED: 13 FIXTURES SERVICE SINKS B OCCUPANCY: 1 REQUIRED A-2 OCCUPANCY: 1 REQUIRED TOTAL PROVIDED: 4 CODE ANALYSIS CONTINUED ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 5 : 2 3 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 CODE ANALYSIS G002 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION DEFERRED SUBMITTAL'S SIGNAGE PERMIT, FIRE SPRINKLER SUBMITTAL, FIRE ALARM SUBMITTAL, MEP SEISMIC RESTRAINT, ROOF TRUSS SUBMITTAL. Accessible Means of Egress complies with IBC Section 1009 P enetrations comply with IBC Section 7 14 for rated assemblies D u cts and d ampers meet the req u irements of IBC Section 7 17Concealed spaces are fireblock ed /d raftstopped per Section 7 18 UPUPUP UPUP O.F.D. R.D. O.F.D. R.D. UPUPUP UPUP UPUPUP DN 9893 SF Connection Level 1 379 SF Common Area RR 90 SF shaft 865 SF Common Area 3420 SF Event Circulation Common Area Event Space Incidental Use Major Vertical Penetration Office Space D I S . B E T W E E N E X I T S = 7 8 '-0 " M A X D I A G O N A L D I S T A N C E = 8 7 '-1 1 1 /8 " 81 SF Incidental use 64 SF Incidental use DIS. B E T W E E N E XIT S = 73'-0" M A X D I A G O N A L D I S T A N C E = 1 7 2'-0 " D I S . BE T W E EN EX I T S = 1 1 7 '-0 " DIS. BETWEEN EXITS = 122'-0" DIS. BETWEEN EXITS = 101'-0" 118 SF Incidental use D I S . B E T W E E N E X I T S = 4 0 ' - 0 " 2-HOUR BARRIER 2- H O U R B A R R I E R 716 SF Common Area90 SF Shaft384 SF Common Area RR 5754 SF Connection Level 2 217 SF Stair 255 SF STAIR (MVP) 261 SF Event 67 SF Incidental use 17 SF Shaft Circulation Common Area Event Space Incidental Use Major Vertical Penetration Office Space M A X D I A G O N A L D I S T A N C E = 1 2 0 '-0 " DIS. BET W EEN EXITS = 81'-0" 2-B.1 2-C.1 2-A.1 2-A.1 2-A.2 2-C.2 2-A.2 2-B.22-B.2 2-B.2 2-B.1 2-C.1 2-C.2 MAX DIAGONAL DISTANCE = 132'-0" 2787 SF Connection Level 3 106 SF Incidental use 869 SF Common Area 2491 SF Suite 301 385 SF Common Area RR 288 SF Connections Office SF or Patio 90 SF Shaft 218 SF Stair 258 SF Stair (MVP) 17 SF Shaft Circulation Common Area Incidental Use Lease Space Major Vertical Penetration Office Space 3-A.1 3-A.1 3-A.1 3-B.1 3-B.1 3-B.1 3-B.1 3-B.1 3-A.2 3-B.2 3-B.2 3-B.2 3-C.1 3-C.1 3-C.2 DIS. BET W EEN EXITS = 81'-0"M A X D I A G O N A L D I S T A N C E = 1 4 7 '-0 " FEC TRAVEL DISTANCE X' 1 HOUR FIRE RATING SHAFT WALLS EXIT SIGN EXIT LEGEND FEB FIRE EXTINGUISHER CABINET. FULL-RECESSED (4" MAX) HALLWAY FIRE EXTINGUISHER BRACKET. SURFACE MOUNTED (4" MAX) HALLWAY 2 HOUR FIRE RATING SHAFT WALLS NOTE: FINAL LOCATION(S) TO BE DETERMINED BY FIRE MARSHAL/CODE OFFICIAL COMMON PATH X' 2 HOUR RATED FIRE BARRIER DIS. BETWEEN EXTINGUISHER (75'-0") ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 EGRESS DIAGRAMS G003 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION EGRESS PATH DATA EGRESS PATH DISTANCE (FT) 1-A.2 62 1-A.3 76 1-B.2 65 1-B.3 68 2-A.1 75 2-A.2 82 2-B.1 144 2-B.2 130 3-A.1 77 3-A.2 107 3-B.1 152 3-B.2 95 MAX DIAGONAL DISTANCE = 172' / 1/3 = 58 DISTANCE BETWEEN EXITS = IS GREATER-THAN 58 ALL PATH'S OF TRAVEL ARE LESS THAN 300ft COMMON PATH DATA COMMON PATH DISTANCE (FT) 1-C.2 24 1-C.3 28 2-C.1 44 2-C.2 38 3-C.1 55 3-C.2 22 MEZ-A 80 MEZ-B 82 # DATE DESCRIPTION scale:1/16" = 1'-0"G003 1 (LEVEL 1) -EGRESS PLAN scale: 1/16" = 1'-0"G003 2 (LEVEL 2) -EGRESS PLAN scale: 1/16" = 1'-0"G003 3 (LEVEL 3) -EGRESS PLAN MAX DIAGONAL DISTANCE = 132' / 1/3 = 44 DISTANCE BETWEEN EXITS = IS GREATER-THAN 44 MAX DIAGONAL DISTANCE = 147' / 1/3 = 49 DISTANCE BETWEEN EXITS = IS GREATER-THAN 49 ALL COMMON PATH'S OF TRAVEL ARE LESS THAN 100ft Keynote Legend Copy 1 Key Value Keynote Text F ire barrier to comply with Section 7 07 and continu ity of 7 07 .5 . O OO Range G G G Po w e r Po w e r P R O P E R T Y L I N E P R O P E R T Y L I N E P R O P E R T Y L I N E P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINEPROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINEPROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE SD SD SD SD SD SD SD SD SD SD SD SD WA T E R WA T E R SS SS SS SS FI R E SD SD SD SD O O O O O O O O O O O O O O O O O O O O O O O OOO O O O O O O ASPHALT NOTES: PLAYGROUND EQUIPMENT AND REQUIREMENTS ARE TO BE COORDINATED WITH OWNER, PROVIDED CONSULTANT. NA OR APPROVED EQUAL SYSTEM: IN-PLACE PATTERN: NA FINISH: NA COLOR: NA SIZE: NA C-1 NA OR APPROVED EQUAL SYSTEM: CAST-IN-PLACE PATTERN: 5x5 VERIFY W/CIVIL FINISH: BROOMED COLOR: NATURAL SIZE: VERIFY W/CIVIL EXTERIOR SITE LEGEND: A CONCRETE L-2 LANDSCAPING LANDSCAPING NA OR APPROVED EQUAL IRRIGATION SYSTEM: YES REQUIRED COVERAGE %: NA PROVIDED COVERAGE %: NA SPECIES: SEE CIVIL SIZE: SEE CIVIL L-1 C-2 NA OR APPROVED EQUAL SYSTEM: CAST-IN-PLACE PATTERN: CONTROL JOINTS FINISH: SMOOTH COLOR: NATURAL SIZE: VERIFY W/CIVIL CONCRETE NA OR APPROVED EQUAL IRRIGATION SYSTEM: YES REQUIRED COVERAGE %: NA PROVIDED COVERAGE %: NA SPECIES: SEE CIVIL SIZE: SEE CIVIL L-3 LANDSCAPING EXISTING TO REMAIN IRRIGATION SYSTEM: EXISTING REQUIRED COVERAGE %: NA PROVIDED COVERAGE %: NA SPECIES: SEE CIVIL SIZE: SEE CIVIL PG-1 AMERICAN FLOORING MATS. (OR APPROVED EQUAL) SYSTEM: PLAYGROUND PATTERN: PER OWNER FINISH: GROUND COVER COLOR: PER OWNER SIZE: 2-1/2" x24"x24" PLAYGROUND PV-1 PATIO PAVERS DALTILE (OR APPROVED EQUAL) SYSTEM: PROFILITEC FINISH PATTERN: RANDOM (V4) COLOR: SUPERIOR TAUPE DR08 SIZE: 13/16" x24"x24" LOCATION: (LEVEL 3) PATIO KEY SYMBOL KEY SYMBOL KEY SYMBOL KEY SYMBOL KEY SYMBOL KEY SYMBOL KEY SYMBOL KEY SYMBOL F-1 AMERISTAR (OR APPROVED EQUAL) SYSTEM: MONTAGE II PATTERN: GENESIS FINISH: FACTORY FINISH COLOR: BLACK SIZE: 8' TALL FENCING PARKING KEY SYMBOL KEY SYMBOL NA OR APPROVED EQUAL SYSTEM: NA PATTERN: 9'x20' (90 DEGREES) FINISH: NA COLOR: WHITE SIZE: 4" TYP. TYP. 9'-0" 4" TYP. TPO SEE SPEC. SYSTEM: SEE SPEC PATTERN: SEE SPEC FINISH: SEE SPEC COLOR: SEE SPEC SIZE: SEE SPEC ROOFING WALKING PAD NA (OR APPROVED EQUAL) SYSTEM: TUFF TRAC FINISH PATTERN: GRID COLOR: GRAY SIZE: 30"x30" LOCATION: (ROOF)KEY SYMBOL KEY SYMBOL 20 3 15 15 1818 9'-0" 9' - 8 " 4" 24 ' - 0 " 20 ' - 0 " 180'-0"9'-0"24'-0" 23'-0"20'-0" 13 5 ' - 0 " 44'-0"24'-0"44'-0"24'-0"20'-0" 24'-0" 20 ' - 0 " 24 ' - 0 " 5' - 6 " 81 ' - 0 " 7' - 6 " 24 ' - 0 " 20 ' - 0 " 26'- 0 " 9' - 0 " 7' - 6 " 81 ' - 0 " 5' - 6 " WALL STALL STARTS 1'-4" FROM L-2 L-3 L-3 A C-1 L-3 L-2 L-3 L-1 L-1 L-2 L-3 L-2 L-3 L-3 A RAISED FLOWER BEDS FENCE 02.01 02.01 TPO S/S S/S TPO TPO S/S S/S S/S C-1 L-1 C-2 CRUB STALL START 2'-0" FROM 32.01 32.01 32.16 32.14 32.12 32.11 32.10 32.09 32.09 32.11 32.06 03.19 20'-0" 10 ' - 0 " 32.15 32.03 32.01 32.01 20 ' - 0 " A8.3 8 C-2 PG-1 PV-1 32.07 32.04 32.08 32.10 32.12 32.13 32.12 32.01 32.03 32.09 4" ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 5 : 3 8 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 SITE PLAN A0.00 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION scale:1" = 20'-0"A0.00 1 SITE PLAN REFERENCE NOTES: 0"1/2"1"2"4" 0'10'20'40'80'20' 1" # DATE DESCRIPTION 02. SITEWORK 02.01 EXISTING CONDITIONS /EQUIPMENT, SEE CIVIL DRAW INGS. 03. CONCRETE 03.19 6" CONCRETE PAD FOR SWIM-SPA 32. EXTERIOR IMPROVMENTS 32.01 THIS HATCH INDICATES LANDSCAPE AREA, SEE LANDSCAPE PLAN FOR DETAILS AND IRRIGATION OF SITE TRENCH DRAINS. 32.03 SEE CIVIL PLANS FOR CONTINUATION OF SIDEWALKS. 32.04 SLOPE SIDEWALKS AWAY FROM BUILDING ALL AROUND, TYPICAL. MAX. 1/4" PER FOOT. LESS-THAN 2% IN FRONT OF EXIT DOORS. SEE CIVIL DRAW INGS FOR CONTINUATION OF SIDEWALKS. NATURAL COLORED CONCRETE SIDEWALK WITH INTEGRAL CURB WALL. ALL CONTROL JOINTS (CJ) AND EXPANSION JOINTS (EJ) SHALL BE HAND TOOLED. SPACING SHALL NOT BE LESS THAN 2'-8" OR GREATER THAN 6'-0". JOINTS SHALL BE EVENLY SPACED. EVERY FOURTH JOINT SHALL BE AN EXPANSION JOINT. SEE CIVIL DETAILS. 32.06 6" CONCRETE PAD FOR DUMPSTER, SEE GENERAL NOTES ON CIVIL DRAWINGS. 32.07 ASPHALT PAVING, SEE CIVIL SITE PLAN AND THE SOILS REPORT REQUIREMENTS FOR DESIGN REQUIREMENTS. 32.08 TRASH/DUMPSTER ENCLOSURE, SEE DETAIL DRAWINGS ON SHEET X,X,X/AX.X. VERIFY SPACE REQUIREMENTS WITH OWNER. 32.09 PARKING STRIPING. SEE SPECIFICATIONS AND CIVIL DRAWINGS. 32.10 ACCESSIBLE PARKING STALL SIGNAGE, POLE MOUNTED. TYP., SEE DETAILS ON SHEET AXX.XXXXX VERIFY WITH SEE CIVIL DRAWINGS. 32.11 HATCH REPRESENTS SPEED CONTROL AREA, SEE CIVIL DRAWINGS. 32.12 LINE REPRESENTS FENCING, AMERISTAR MONTAGE INDUSTRIAL FENCE. 8'-0" TALL, 3 RAIL PANEL CLASSIC STYLE, WITH LOCKABLE GATE IN LOCATION SHOWN. SEE CIVIL AND LANDSCAPE DRAWINGS. 32.13 AMERISTAR MONTAGE INDUSTRIAL LOCKABLE GATE IN LOCATION SHOWN. 8'-0" TALL, MATCH FENCE. 32.14 MONUMENT SIGN, STUB 2" CONDUITE FOR POWER, N.I.C. 32.15 CATCH BASIN, SEE PLUMBING AND CIVIL DRAWINGS. 32.16 PLAYGROUND DESIGN BY OTHERS. 5 . 6 f t Â ÑG6I@ >E<ÑJK6BBJÑOFL B9 ÑI:H L >I:Ñ Ñ Ñ688:JJ>7B:ÑJK6BBJÑO>K=Ñ6KÑB:6JKÑFE:ÑF;Ñ K=FJ:Ñ7:>E<ÑM 6EÑ688:JJ>7B:Ñ¤¤Â ¤Ñ¤¤Â 11.2 ft UPUPUP UPUP DIMENSIONS EXT. / INT. DIMENSIONS STEEL 1. STEEL DIMENSIONS ARE FROM GRID TO STEEL AND ARE THICKER DIMENSION STYLE, UNLESS NOTED OTHERWISE. GENERAL NOTES 2. EXTERIOR / INTERIOR DIMENSIONS ARE FROM GRID LINES AND FROM FINISH FACE OF CONCRETE TO FINISH FACE OF CONCRETE UNLESS NOTED OTHERWISE. EXT. / INT. DIM. STEEL DIM. 1 A THICKENED FLOOR SLAB AT WALL OPENINGS. BLOCK OUT FOUNDATION AT THIS LOCATION VISIBLE PLAN REFERENCE INSULATION @ FOUNDATION AT THIS LOCATION 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 4.5 7.8 7.8 E.7 E.7 A0.1 2 3.2 3.2 2.4 2.4 1.7 1.7 6.3 6.3 6.4 6.4 7.2 7.26.65.6 32.14 03.03 03.05 22.10 22.10 22.10 22.10 2' - 4 " 13 ' - 8 " 2' - 4 " 14 ' - 0 " 2' - 4 " 3' - 2 " 8' - 0 " 3' - 2 " 2' - 4 " 8' - 8 " 5'-8" 2'-0" 2'-0"5'-4"2'-0" 24 ' - 0 " 1' - 0 " 1' - 4 " 8' - 8 " 1' - 4 " 1' - 0 " 3' - 8 " 14 ' - 0 " 5' - 0 " 4" 07.22 03.03 05.01 22.04 22.04 03.07 03.03 12 6 ' - 1 0 " 15 ' - 1 1 " 22 ' - 7 1 / 2 " 17 ' - 1 0 1 / 2 " 11 ' - 9 " 17 ' - 8 " 41 ' - 0 " 161'-6 1/2" 7'-6 1/2"17'-8"6'-8"23'-5"17'-3"15'-8"16'-0"8'-11"19'-3"22'-7"6'-7" 6'-4 1/2" 1'-2" 17'-8"21'-2"13'-2" 1'-8" 4'-8" 4" 14'-6" 1'-10" 3'-4"3'-9"4'-3" 2'-0"8" 17'-4"2'-8"17'-4" 8" 4'-0"7'-10"1'-1" 2' - 6 " 8" 8" 10 " 1' - 5 " 1' - 5 " 2' - 1 0 " 10 " 1' - 6 " 3' - 8 " 18 ' - 6 " 5' - 2 " 10 ' - 9 " 8" 4' - 8 " 2' - 5 " 1' - 2 1 / 2 " 2' - 2 1 / 2 " 2'-8"19'-11"6'-7" 2' - 6 1 / 2 " 2' - 0 " 9' - 5 " 2' - 0 " 1' - 1 1 " 11 1/2" 1'-6 1/2" 1'-6" 18'-11 1/2"2'-6"5'-0 1/2" 21'-7 1/2"2'-6"5'-0 1/2" 1'-6" 1' - 7 " 1' - 9 " 1'-2" 6" 2'-2" 4" 1'-4" 2'-0" 6' - 0 " 4' - 0 " 32.02 3'-6 1/2" 4'-0" 7' - 1 1 1 / 2 " 3' - 4 " 10 ' - 0 " 3' - 4 " 13 ' - 4 " 3' - 4 " 13 ' - 4 " 4' - 0 " 3'-6 1/2"4'-0" 6'-4 1/2" FR O N T O F F O U N D A T I O N 7" TO G R I D L I N E 29 ' - 7 1 / 2 " FR O N T O F F O U N D A T I O N 1/ 2 " TO G R I D L I N E 3'-6 1/2"4'-0"2'-8"3'-4"9'-4"3'-4"9'-4"3'-4"9'-4"3'-4"9'-4"8" 3' - 4 " 03.03 07.22 07.22 05.01 37 ' - 4 " 3' - 5 " 14 ' - 1 " 3' - 4 " 9' - 0 " 07.22 07.22 BA C K O F F O U N D A T I O N 1 1 / 2 " TO G R I D L I N E 03.16 03.16 03.16 07.22 03.03 2'-8" 2'-0" 100'-0"102'-8" 100'-0" CLEAR 6'-8"8" 3 1/2" CLEAR8'-8" 8'-11" 4 1/2" 97'-0" 102'-8" 100'-0" 102'-8" 100'-0" 102'-8" 100'-0" 100'-0"100'-0" 102'-8" 102'-8" 2' - 8 " 8" 2' - 8 " 8" 100'-0" 100'-0" 3' - 4 " 3'-4" 4'-0"8'-8"4'-8"10'-0"4'-0"22'-0"4'-0"10'-0"3'-4" 6' - 4 " 6' - 0 " 14 ' - 0 " 4' - 8 " 10 ' - 0 " 2' - 0 " 4' - 0 " 11 ' - 8 " 2' - 1 0 1 / 2 " 12 ' - 9 " 2' - 3 " 4" 4' - 8 " 4' - 0 " 6' - 0 " 8" 2' - 2 1 / 2 " 2'-8"9'-10"20'-4"03.16 1' - 4 " 100'-0" BA C K O F F O U N D A T I O N 3" TO G R I D L I N E 12 ' - 0 1 / 2 " 4' - 8 " 11 " 8" 3' - 4 " 12 ' - 0 " 4' - 8 " 3' - 0 " 5' - 8 " 12 ' - 0 " BA C K O F F O U N D A T I O N 9 1 / 2 " TO G R I D L I N E 100'-0" 03.12 03.12 03.12 03.16 103'-0" 100'-8" 1' - 4 " 2' - 6 " 103'-0" 100'-8" 31.0231.02 31.03 31.03 03.03 03.07 03.07 03.20 03.07 2' - 8 " 31.0231.02 31.02 31.02 31.02 2' - 8 " 8" 4'-10 1/2"2'-8" 07.22 10 " 1' - 4 " 2' - 6 " 05.01 03.03 03.07 2'-8" 07.22 T.O.WALL T.O.WALLT.O.WALL T.O.WALL T.O.WALL T.O.WALL F.F. T.O. CONC. T.O. CONC. T.O. CONC. 99'-0" 99'-0" T.O.WALL 99'-0" 99'-0" 99'-0" T.O. CONC. T.O. CONC. T.O. CONC. 99'-0" 99'-0" T.O. CONC. T.O. CONC. T.O. CONC. T.O. CONC. 100'-0" 100'-0" 100'-8" 100'-8" T.O. CONC. T.O. CONC. T.O. CONC. 100'-0" 03.07 03.16 31.03 03.16 03.05 07.22 T.O. CONC.T.O. CONC. 22.09 99'-0" 99'-0" 99'-0" 99'-0" 99'-0" 95'-0"93'-4" 4" 4'-0" 1.3 1.3 7.7 7.7 F.9 F.9 F.2 F.2 F.8 F.8 F.7 F.7 12 ' - 9 " 8" 15'-4"8'-8" 2'-1" 6"20'-0"8'-8" 03.05 03.05 7'-4"7'-4"7'-4" 8" 1'-4" 4" 1'-0" 7'-0" 1' - 0 " 03.05 7'-6 1/2"72'-0"18'-8"22'-0"17'-4"24'-0" 100'-8" 100'-8" 03.05 BACK OF FOUNDATION 2" TO GRID LINE A.2 A.3 B.3 B.3 1.8 100'-0" 100'-8" 100'-8" 100'-8" T.O. WALL T.O. WALL T.O. WALL 100'-0" T.O. WALL T.O. WALL T.O. WALL 22.04 22.04 103'-0" T.O.WALL 100'-8" 1.9 1.9 CW- LEGEND / SYMBOLS 6" TY P . 6" TY P . VARIES TYP. (2-1/2") CW-1 CW-2 CW- CW-3 CW-5 CW-4 (1) LYR 2" CONTINUOUS RIGID POLYISOCYANURATE INSULATION BOARD SLOPED EXTERIOR AWAY FROM BUILDING ENTRANCE, UNLESS NOTED OTHERWISE DASHED LINE REPRESENTS THICKENED SLAB AT WINDOW OPENING FOOTING AS SCHEDULED (RE: STR.) TOP BASE (EXTERIOR) CONCRETE FOUNDATION @ OPENINGS 14" @ 12" + 2" (12" NOM.) PLAN THICKENED SLAB (RE: STR.) 10" @ 8" + 2" (8" NOM.) 18" @ 16" + 2" (13" NOM.) 10" @ 8" + 2" (8" NOM.) 20" @ 18" + 2" (13" NOM.) DASHED LINE REPRESENTS EXTENDED FOUNDATION WALL UP 6" TYP. VERIFY WITH WALL SECTIONS, ELEVATIONS AND STRUCTURAL DRAWINGS. (EXTERIOR) CONCRETE FOUNDATION NOTE: 1. VERIFY ALL FOUNDATION SIZES WITH STRUCTURAL DRAWING. 2. CONTRACT ARCHITECT IF DISCREPANCIES. 3. ALL MATERIAL SUBSTITUTIONS MUST BE APPROVED BY ARCHITECT. 4. GRID LINE @ EXTERIOR FOUNDATION WALL TYPICAL, SEE PLANS. 5. GRID LINE "E" IS DRAWN ON INTERIOR OF MASONRY FOR GYM AND EVENT 6. ALL PERIMETER GRID LINES BELOW "E" ARE DRAWN ON INTERIOR OF FOUNDATION WALL GRAY DASHED LINE REPRESENTS BLOCKING OUT FOUNDATION (WHERE APPLICABLE). DAMP PROOFING ON OUTSIDE FACE OF FOUNDATION WALLS TYPICAL 1/2" FIBER BOARD WITH SIKA FLEX SELF LEVELING CAULK OR APPROVED EQUAL. TYPICAL HATCH REPRESENTS BLOCKING OUT FOUNDATION (WHERE APPLICABLE). GRID GRID TOP BASE PLAN CW-CW- CW-6 26" @ 24" + 2" (13" NOM.) CW-1 CW-2 CW-3 CW-5 CW-4 14" @ 12" + 2" (12" NOM.) 10" @ 8" + 2" (8" NOM.) 18" @ 16" + 2" (13" NOM.) 10" @ 8" + 2" (8" NOM.) 20" @ 18" + 2" (13" NOM.) CW-6 26" @ 24" + 2" (13" NOM.) 4 5 6 AA 2' - 1 0 " 10 " 2'-8"17'-4"2'-8"17'-4"2'-8"2'-0" 1' - 1 0 " 1' - 4 " 10 " 1' - 1 0 " 2' - 2 " 1' - 1 0 " 1' - 4 " 10 " 3' - 2 " 10 " 6'-0"11'-4"10'-4"7'-0" 2'-0"8" 8"1'-4"8" 4' - 0 " 3' - 8 " 10 " 7" 1' - 1 0 " 8" 1' - 4 " 8"2'-0" 100'-8" 103'-0" 103'-0" 103'-0" 100'-8" 100'-0" A.2 A.2 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 5 : 4 6 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 EXTERIOR PERIMETER FOOTING & FOUNDATION PLAN A0.1 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: scale:1/8" = 1'-0"A0.1 1 FOOTING AND FOUNDATION PLAN 0"1/2"1"2"4" 0'4'8'16'32'8' 1" # DATE DESCRIPTION scale:1/4" = 1'-0"A0.1 2 ENLARGED PIER FOOTING AND FOUNDATION PLAN 0"1/2"1"2"4" 0'2'4'8'16'4' 1" 03. CONCRETE 03.03 HATCH REPRESENTS THICKENED SLAB. AREA OF FOUNDATION WALL THAT IS LOWERED TO ALLOW SLAB TO RUN OVER TOP, SEE STRUCTURAL DETAILS. 03.05 FOOTING & FOUNDATION, SEE STRUCTURAL FOR CONCRETE TYPE AND REINFORCING. VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 03.07 THESE DASHED LINED INDICATE THE FOOTING BELOW, SEE STRUCTURAL DRAWINGS. 03.12 CONCRETE BENCH WITH EXTERIOR LED STIPE LIGHTING, MODEL LE.03 (STREETSCAPES OR APPROVED EQUAL), ALTERNATE: CAST-IN-PLACE. 03.16 CHAMFER CONCRETE EDGE. TYPICAL WHERE EXPOSED, SEE STRUCTURAL DRAWINGS. 03.20 GRIP TREADS / SAW CUT CHANNELS INTO SLOPED CONCRETE IN FOAM-PIT 05. METALS 05.01 STEEL COLUMN, PAINTED WHERE EXPOSED. SEE STRUCTURAL DRAWINGS. 07. THERMAL & MOISTURE PROTECTION 07.22 2" CONTINUOUS RIGID POLYISOCYANURATE INSULATION BOARD AT FOUNDATION WALLS, TO BOTTOM OF FOOTING. R-12 MIN., TYP., SEE SPECS. 22. PLUMBING 22.04 LANDSCAPE IRRIGATION DRAINAGE, SEE LANDSCAPE AND CIVIL PLAN. 22.09 ROOF DRAIN LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS. SEE PLUMBING DRAWINGS AND TENANT IMPROVEMENTS. 22.10 ROOF DRAIN, SEE PLUMBING DRAWINGS. 31. EARTHWORK 31.02 EARTH WORK AND LANDSCAPING, MINIMUM DISTANCE FROM TOP OF WALL IS 6" WITH GRADE SLOPING AWAY FROM BUILDING TYP. SEE CIVIL AND STRUCTURAL DRAWINGS 31.03 SLOPE GRADE AWAY FROM BUILDING ALL AROUND. 32. EXTERIOR IMPROVMENTS 32.02 CONCRETE SPLASH PAD LOCATED AT ALL OVERFLOW DRAINS IN LANDSCAPING. 32.14 MONUMENT SIGN, STUB 2" CONDUITE FOR POWER, N.I.C. UPUPUP UPUP 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 4.5 7.8 7.8 E.7 E.7 3.2 3.2 2.4 2.4 1.7 1.7 6.3 6.4 6.4 7.2 7.26.65.6 05.01 05.01 23'-0 1/2"4'-8"13'-7"17'-8"13'-7"7'-0" 12'-8" 5'-0" 5'-0" 4'-2"4'-2" 7" 03.07 1'-1 1/2" 11" 15'-11" 22'-7 1/2" 3'-6 1/2" 11'-5" 2'-11" 28'-2" 1'-0"11'-9" 17'-10 1/2" 6'-2 1/4" 5'-1" 5'-3 1/4" 6'-1" 6'-1" 9'-10" 15'-8"16'-0"8'-11"19'-3" 3'-10"24'-4" 3'-10"24'-4" 7'-2 1/2" 4" 24'-4"23'-5"17'-3"15'-8"2'-4"13'-8" 9'-8" 16'-10" 14'-6" 1'-10" 15'-10" 2" 11 1/2" 21'-7 1/2"6'-7" 2'-7" 13'-4" 1'-11 1/2" 11 1/2" 21'-7 1/2"6'-7" 1'-0" 1'-0" 7'-3 1/2" 2'-0 1/2" 14'-1" 4'-6" 4'-2" VERIFY w/ COUNTERTOP SINK 4'-0" 22'-7 1/2" 17'-10 1/2" 11'-9" 11'-10"16'-4" 99'-0" 99'-0" 99'-0" 99'-0" 99'-0" 99'-0"99'-0"99'-0" 99'-0" 99'-0" 99'-0" 99'-0" 99'-0" 2'-4" 4" 11'-6" 4'-5" 99'-0" 99'-0" 4" 05.01 05.01 05.24 11'-9" 8'-3" 05.01 05.01 05.01 05.01 05.01 1.3 1.3 7.7 7.7 F.9 F.9 F.2 F.2 F.8 F.8 F.7 F.7 1'-0" 99'-0" A.2 A.2 A.3 A.3 B.3 B.3 1.8 1.8 1.9 1.9 05.25 2'-1 1/2" 1" DIMENSIONS EXT. / INT. DIMENSIONS STEEL 1. STEEL DIMENSIONS ARE FROM GRID TO STEEL AND ARE THICKER DIMENSION STYLE, UNLESS NOTED OTHERWISE. GENERAL NOTES 2. EXTERIOR / INTERIOR DIMENSIONS ARE FROM GRID LINES AND FROM FINISH FACE OF CONCRETE TO FINISH FACE OF CONCRETE UNLESS NOTED OTHERWISE. EXT. / INT. DIM. STEEL DIM. 1 A THICKENED FLOOR SLAB AT WALL OPENINGS. BLOCK OUT FOUNDATION AT THIS LOCATION VISIBLE PLAN REFERENCE INSULATION @ FOUNDATION AT THIS LOCATION ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 5 : 5 1 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 STEEL LOCATION PLAN A0.2 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION scale:1/8" = 1'-0"A0.2 1 STEEL PLAN REFERENCE NOTES: 0"1/2"1"2"4" 0'4'8'16'32'8' 1" 03. CONCRETE 03.07 THESE DASHED LINED INDICATE THE FOOTING BELOW, SEE STRUCTURAL DRAWINGS. 05. METALS 05.01 STEEL COLUMN, PAINTED WHERE EXPOSED. SEE STRUCTURAL DRAWINGS. 05.24 PAINTED TUBE STEEL TO SUPPORT COUNTERTOP. 05.25 PAINTED POST AND BEAMS, POST, (4 QTY.) 2X2X5/16" WELDED TO 1/4" BASE PLATE ANCHORED TO FLOOR. BEAMS, (3 QTY.) 1-1/2"X3"X5/16" TUBE STEEL BEAM TO SUPPORT COUNTERTOP. UPUPUP UPUP THICKENED FLOOR SLAB AT WALL OPENINGS. BLOCK OUT FOUNDATION AT THIS LOCATION VISIBLE PLAN REFERENCE INSULATION @ FOUNDATION AT THIS LOCATION 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 4.5 7.8 7.8 E.7 E.7 3.2 3.2 2.4 2.4 1.7 1.7 6.3 6.3 6.4 6.4 7.2 7.26.65.6 03.03 32.14 03.03 03.03 03.05 22 ' - 7 1 / 2 " 19'-5 1/2"12'-5"5'-6"17'-11" 11 ' - 3 1 / 2 " 6' - 7 " 8'-5"15'-0"5' - 1 0 " 6' - 4 " CL E A R 14 ' - 8 " 20 ' - 0 " 15'-6 1/2" CLEAR 10'-6"53'-6" 7' - 1 0 " CL E A R 10 ' - 6 " 22 ' - 8 " 4'-6"6'-0" 8' - 4 " 9' - 4 " 6' - 1 0 " 16 ' - 2 " 18 ' - 0 " 05.01 22.02 22.01 22.01 22 ' - 1 " 6 1 / 2 " 7' - 7 1 / 2 " 10 ' - 3 " 9'-0"6'-8" 8'-9"6'-11" 22.02 26.18 26.18 22.01 22.03 22.01 22.038' - 3 " 5' - 4 " 4' - 1 " 4'-8"2'-4" 6' - 8 " 5' - 1 " 22.10 22.10 22.10 22.10 15'-0"9'-8"19'-0"9'-2" 15'-0"28'-8"14'-4" 15'-0"28'-8"14'-4" 18 ' - 0 " 16 ' - 2 " 6' - 1 0 " 9' - 4 " 8' - 4 " 29'-2" 8" 17 ' - 0 " 07.22 03.03 05.01 05.01 22.05 22.04 22.04 03.05 03.07 03.07 03.07 4'-5"19'-0" 4' - 4 " 6' - 6 " 7' - 0 1 / 2 " 22.01 22.01 03.07 03.03 7'-0"8'-8" 11'-10"16'-4" 03.07 03.07 16'-0"28'-2" 32.02 03.03 07.22 03.07 03.07 03.07 03.05 07.22 05.01 1'-4" 31'-10 1/2"23'-5"17'-3" 98'-0" 98'-0" 96'-0" 96'-0" 96'-0" 96'-0" 97'-0" 05.23 05.23 SLOPE 03.20 27'-10 1/2"1'-6"11'-11"2'-9" 1.3 1.3 7.7 7.7 F.9 F.9 F.2 F.2 F.8 F.8 F.7 F.7 A.2 A.3 A.3 B.3 B.3 1.8 48 ' - 8 " 54 ' - 8 " 1.9 1.9 GENERAL NOTES 1. STEEL DIMENSIONS ARE FROM GRID TO STEEL AND ARE THICKER DIMENSION STYLE, UNLESS NOTED OTHERWISE. 2. EXTERIOR / INTERIOR DIMENSIONS ARE FROM GRID LINES AND FROM FINISH FACE OF CONCRETE TO FINISH FACE OF CONCRETE UNLESS NOTED OTHERWISE. 3. PLUMBING & ELECTRICAL DIMENSIONS ARE FOR DESIGN INTENT PURPOSES AND MAY VERY PER EQUIPMENT REQUIREMENTS AND LOCAL CODES AND REGULATIONS DIMENSIONS EXT. / INT. DIMENSIONS STEEL EXT. / INT. DIM. STEEL DIM. 1 A ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 5 : 5 9 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 INTERIOR FOUNDATION AND FOOTING PLAN A0.3 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: scale:1/8" = 1'-0"A0.3 1 INTRIOR FOUNDATION PLAN 0"1/2"1"2"4" 0'4'8'16'32'8' 1" # DATE DESCRIPTION 03. CONCRETE 03.03 HATCH REPRESENTS THICKENED SLAB. AREA OF FOUNDATION WALL THAT IS LOWERED TO ALLOW SLAB TO RUN OVER TOP, SEE STRUCTURAL DETAILS. 03.05 FOOTING & FOUNDATION, SEE STRUCTURAL FOR CONCRETE TYPE AND REINFORCING. VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 03.07 THESE DASHED LINED INDICATE THE FOOTING BELOW, SEE STRUCTURAL DRAWINGS. 03.20 GRIP TREADS / SAW CUT CHANNELS INTO SLOPED CONCRETE IN FOAM-PIT 05. METALS 05.01 STEEL COLUMN, PAINTED WHERE EXPOSED. SEE STRUCTURAL DRAWINGS. 05.23 2 1/2" x 2 1/2" TUBE STEEL TO SUPPORT PLATE STEEL. SEE MILLWORK PLANS AND ELEVATION ON SHEET A6.8. 07. THERMAL & MOISTURE PROTECTION 07.22 2" CONTINUOUS RIGID POLYISOCYANURATE INSULATION BOARD AT FOUNDATION WALLS, TO BOTTOM OF FOOTING. R-12 MIN., TYP., SEE SPECS. 22. PLUMBING 22.01 PROVIDE FLOOR DRAIN; SLOPE FLOOR TO DRAIN, 1/8" PER FOOT. TYP. AT ALL DRAIN LOCATIONS. SEE PLUMBING DRAWINGS. 22.02 FLOOR SINK / FLOOR TROUGH, SEE PLUMBING DRAWINGS. 22.03 FLOOR MOUNTED JANITOR SERVICE SINK. WET WALLS ARE TO HAVE TILE WAINSCOTING 4'-0" A.F.F. REFER TO PLUMBING DRAWINGS. 22.04 LANDSCAPE IRRIGATION DRAINAGE, SEE LANDSCAPE AND CIVIL PLAN. 22.05 SUMP PUMP DISCHARGE PIPING. PROVIDE GATE VALVE VERIFY LOCATION IN FIELD. PROVIDE SET-ON LABEL OR APPROVED EQUAL TO READ "NON-POTABLE WATER. ELEVATOR SUMP PUMP DISCHARGE". DISCHARGE PIPE TO HAVE A CHECK VALVE, AND SAMPLE PORT. ALL INSTALLATIONS AND ASSOCIATED PIPING TO CONFORM TO LOCAL LICENSING AND REGULATION PER CURRENT CODE. 22.10 ROOF DRAIN, SEE PLUMBING DRAWINGS. 26. ELECTRICAL 26.18 FLOOR BOX, VERIFY LOCATION WITH OWNER PROVIDED FURNITURE/ EQUIPMENT. SEE ELECTRICAL DRAWINGS. 32. EXTERIOR IMPROVMENTS 32.02 CONCRETE SPLASH PAD LOCATED AT ALL OVERFLOW DRAINS IN LANDSCAPING. 32.14 MONUMENT SIGN, STUB 2" CONDUITE FOR POWER, N.I.C. ? • 4" SPLIT-FACED MASONRY VENEER, WALL HEIGHT 2'-8" A.F.F. • 1" AIR GAP w/ WEEP AND MORTAR DROP SCREEN w/ INSECT BARRIER, • ABOVE MASONRY, VERTICAL MTL. SIDING FULL HEIGHT, OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 2x4 WD. STUD FURRING, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X8 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. WALL LEGEND EX-1A EXTERIOR INTERIOR • 4" SPLIT-FACED MASONRY VENEER, WALL HEIGHT 2'-8" A.F.F. • 1" AIR GAP w/ WEEP AND MORTAR DROP SCREEN w/ INSECT BARRIER, • ABOVE MASONRY, (7.2 RIB) REVERSE ROLLED METAL SIDING, • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 2x4 WD. STUD FURRING, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • 4" SPLIT-FACED MASONRY VENEER, WALL HEIGHT 2'-8" A.F.F. • 1" AIR GAP w/ WEEP AND MORTAR DROP SCREEN w/ INSECT BARRIER, • ABOVE MASONRY, (7.2 RIB) REVERSE ROLLED METAL SIDING, • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 2x6 WD. STUD FURRING, AIR GAP • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. EX-1C EXTERIOR INTERIOR EX-1D EXTERIOR INTERIOR EX-1E EXTERIOR INTERIOR EX-1F EXTERIOR INTERIOR EX-1G EXTERIOR INTERIOR EX-1H EXTERIOR INTERIOR EX-1J EXTERIOR INTERIOR EX-1B EXTERIOR INTERIOR • HIGH IMPACT 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT • LIQUID APPLIED AIR / MOISTURE BARRIER, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • 4" SPLIT-FACED MASONRY VENEER, WALL HEIGHT 2'-8" A.F.F. • 1" AIR GAP w/ WEEP AND MORTAR DROP SCREEN w/ INSECT BARRIER, • ABOVE MASONRY, (7.2 RIB) REVERSE ROLLED METAL SIDING, • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 8" CMU, SEALED, (NOTE: HONED WHERE EXPOSED ON INTERIOR) • 3-5/8" MTL. STUD, FURRING w/ (R-13) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • 12" SPLIT-FACED MASONRY BASE, WALL HEIGHT 2'-8" A.F.F. • ABOVE MASONRY, 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT, OVER • 8" CMU, SEALED, (NOTE: HONED WHERE EXPOSED ON INTERIOR) • 3-5/8" MTL. STUD, FURRING w/ (R-13) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • 4" SPLIT-FACED MASONRY VENEER, WALL HEIGHT 2'-8" A.F.F. • 1" AIR GAP w/ WEEP AND MORTAR DROP SCREEN w/ INSECT BARRIER, • ABOVE MASONRY, 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT, • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, OVER • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • 12" SPLIT-FACED MASONRY BASE, WALL HEIGHT 0'-8" A.F.F. • VERTICAL MTL. SIDING 12'-8" A.F.F., OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • 1/2" EXTERIOR SHEATHING, OVER • 2X6 WD. STUDS FURRING, OVER • 8" SMOOTH-FACED MASONRY FULL HEIGHT 22'-0" A.F.F. (SEE ELEV.) • 3-5/8" MTL. STUD, FURRING w/ (R-13) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • 8" SPLIT-FACED MASONRY BASE, WALL HEIGHT 0'-8" A.F.F. • STONE VENEER OVER, • LIQUID APPLIED AIR / MOISTURE BARRIER OVER, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS OVER, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGSSTAND ALONE FURRING EX-1R EXTERIOR INTERIOR MASONRY PIER: SEE STRUCTURAL • 10" SPLIT-FACED MASONRY BASE, WALL HEIGHT 0'-8" A.F.F. • 8" SMOOTH-FACED MASONRY ABOVE BASE • STONE VENEER FULL HEIGHT w/ STONE CAP, OVER CMU MASONRY EX-1S EXTERIOR INTERIOR MASONRY WALL: SEE STRUCTURAL • 8" SPLIT-FACED MASONRY WALL HONED ON INTERIOR HALLWAY EX- VISUAL REFERENCE NOTE: INTERIOR PARTITION WALL TYPE ON SHEETS A1.5a /A1.5b WINDOW TYPE AND SCHEDULE ON SHEETS A2.3 / A2.4 DOOR TYPE AND SCHEDULE ON SHEETS A7.1 / A7.2 ? EX-1K EXTERIOR INTERIOR EX-1L EXTERIOR INTERIOR EX-1M EXTERIOR INTERIOR • 8" SPLIT-FACED CMU, SEALED, (HONED WHERE EXPOSED ON INTERIOR) • 6" MTL. STUD, FURRING FULL HEIGHT w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • VERTICAL MTL. SIDING FULL HEIGHT, OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • 1/2" EXTERIOR SHEATHING, OVER • 2X4 WD. STUDS FURRING, OVER • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, OVER • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • 12" SPLIT-FACED MASONRY BASE, WALL HEIGHT 2'-8" A.F.F. • (7.2 RIB) REVERSE ROLLED METAL SIDING, OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • 2.6" HUNTER Xci PLY 5/8", OR APPROVED EQUAL. (R-12) • 8" CMU, SEALED, (NOTE: HONED WHERE EXPOSED ON INTERIOR) • 3-5/8" MTL. STUD, FURRING w/ (R-13) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. EX-1N EXTERIOR INTERIOR • 12" SPLIT-FACED MASONRY BASE, WALL HEIGHT 2'-8" A.F.F. • (7.2 RIB) REVERSE ROLLED METAL SIDING, OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • 2.6" HUNTER Xci PLY 5/8", OR APPROVED EQUAL. (R-12) • 8" CMU, SEALED, (NOTE: HONED WHERE EXPOSED ON INTERIOR) EX-1P EXTERIOR INTERIOR • 8" CONCRETE BASE, WALL HEIGHT 2'-8" A.F.F. • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT • LIQUID APPLIED AIR / MOISTURE BARRIER, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 3-5/8" MTL. STUD FURRING, • 5/8" TYP. (X) PAINTED, GYP. BD. EX-1Q EXTERIOR INTERIOR MASONRY PIER: SEE STRUCTURAL • 8" SMOOTH-FACED MASONRY BASE, WALL HEIGHT 0'-8" A.F.F. • 6" SMOOTH-FACED MASONRY ABOVE BASE • STONE VENEER FULL HEIGHT w/ STONE CAP, OVER CMU MASONRY NOTE: AT PLANTER BEDS • 8" SPLIT-FACED MASONRY BASE, WALL HEIGHT 2'-8" A.F.F. SEE ELEVATIONS ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 6 : 0 1 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 1) EXTERIOR WALL LEGEND A1.1 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 2 hou r rated wall to hav e listed assembly specified . Range Re f r i g e r a t o r UPUPUP UPUP Range 1 A3.1 1 A3.1 1 A3.2 1 A3.2 3 A4.5 2 A3.1 2 A3.1 A2.2 1 A2.1 1 A2.2 2 A2.13 2 A4.4 5 A4.4 2 A3.2 2 A3.2 2 A4.5 4 A4.5 5 A4.2 1 A4.5 WAITING 104 VESTIBULE 103 RECEPT. 105 KIDS 106 UNISEX R.R. W/ SHOWER 117 OT / PT TESTING / TREATMENT 127 PT TREATMENT 126 ADL KITCHEN 118 ADL PANTRY 119 ADL FAMILY / LAUNDRY / BED RM. 116 CONSTRUCTION / CRAFT ZONE 115 OT / PT TREATMENT 129 I.T. 113 STAFF UNISEX R.R. 131 EVENT STORAGE 137 QUIET 130 JAN. 124 TECHNOLOGY 111 TESTING 109 WOMENS 133 CONSULT 108 MENS 132 GYM 122 UNISEX R.R. 123 PT 125 STORAGE 121 SENSORY RM. 120 FIRE RISER 112 HALLWAY 100 VESTIBULE 101 STAIR 134 STAIR 114 EVENT CENTER 136 FOOD PREP ROOM 139 ENTRANCE LOBBY 102 OUTDOOR PATIO 140 ADMIN. STORAGE 110 JAN. / STORAGE 138 EVENT I.T. / STOR. 135 ADMIN. 107 ELECTRICAL RM. 128 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 7.8 7.8 E.7 3.22.41.7 6.3 6.4 6.4 7.26.65.6 3 A3.2 3 A3.2 3 A3.1 3 A3.1 5 A4.1 22'-0"17'-4"24'-0" 112 119 121 122C 130 129127 105 107 139A 113 125 116B 109 139B 133 132 123 131 126 117 124 108111 106 136D 103A 134 116A 102 122A 101A 114A 114B 137 138 135 118 122B 120 110 128 122D 103B EX-1A A2.01 EX-1M EX-1G EX-1N EX-1N EX-1A EX-1B EX-1C EX-1D EX-1D EX-1E EX-1F EX-1H EX-1H EX-1Q EX-1Q EX-1H EX-1JEX-1J EX-1H EX-1F EX-1K EX-1HEX-1HEX-1HEX-1HEX-1HEX-1H EX-1H EX-1H EX-1K EX-1K EX-1K EX-1H EX-1L EX-1L EX-1G EX-1P 6'-8"3'-4"16'-0"6'-8"8'-0"6'-8"10'-1"9'-11" 12 ' - 0 " 4' - 8 " 8' - 8 " 24 ' - 8 " 4' - 8 " 1' - 6 1 / 2 " 37 ' - 0 " 0" 5' - 2 " 5'-4"17'-8"2'-11"12'-9"7'-0"5"15'-8"8'-1"7'-6" 6'-0"1'-9"8'-3"9'-0"1'-0"10'-0"4'-8"16'-0" 6' - 4 " 5' - 1 1 / 2 " 4'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8"5'-5 1/2" 4'-8"8'-0"4'-8" 5' - 3 1 / 2 " 8' - 0 " 3' - 4 " 4' - 0 " 3' - 4 " 8' - 0 " 4' - 8 " 13 ' - 4 " 12 ' - 9 " 2' - 8 1 / 2 " 5" 1' - 1 1 " 12 ' - 1 " 8'-11"8'-3" 11 ' - 6 1 / 2 " 7'-10"1'-5"19'-0"6'-3" 8" 6'-0"2'-10"2'-5"5'-0" 3' - 6 " 25'-8"5'-9"8'-6"13'-3 1/2"13'-1 1/2"5'-9"12'-1 1/2"5'-10 1/2"5'-3"8'-0"20'-5" 24'-8 1/2"8'-11"7'-2"13'-5"5'-5"6'-9"5'-7"6'-9" 4'-0 1/2" 30'-8 1/2" 13'-7"20'-6"25'-7"5'-5"6'-11" 1' - 8 " 1' - 3 " 11 ' - 5 " 5' - 8 " 16'-10" 9' - 9 " 7' - 8 " 11 ' - 5 " 5' - 7 " 8' - 0 " 9' - 7 " 11 ' - 3 " 6' - 0 1 / 2 " 10 ' - 1 1 1 / 2 " 7' - 0 " 3' - 1 0 " 1' - 0 " 36 ' - 7 1 / 2 " 15 ' - 3 " 4'-0"10'-0"6'-8"3'-4" 1'-4" 7'-4" 1'-4" 3'-4"6'-8"10'-0" 4'-0"9'-4" 15 ' - 1 0 " 2' - 2 " 5' - 1 0 " 12 ' - 0 " 3'-0 1/2"7'-0"3'-0 1/2"4'-0"2'-10" 8' - 8 " 12 ' - 0 " 1' - 4 " 4' - 3 " 9' - 3 " 7' - 7 " 3' - 0 " 9' - 7 " 2' - 5 1 / 2 " 19 ' - 5 1 / 2 " 12 ' - 7 " 16 ' - 0 " 4' - 0 " 5' - 0 " 4' - 6 " 4' - 6 " 4' - 0 " 3' - 3 " 2' - 1 1 " 17'-0"8'-7" 3'-6" 5'-9" 5" 4" 5 1 / 2 " 4" 5 1 / 2 " 4" 4' - 0 " 5' - 0 " 1' - 8 " 4" 4" 8' - 7 " 5' - 3 " 2'-0" 3' - 0 " 5' - 1 0 " 2' - 0 " 14 ' - 8 " 2' - 0 " 13 ' - 6 " 10 " 2' - 0 " 14 ' - 0 " 10 " 1' - 2 " 9' - 4 " EQ EQ 6' - 1 " 4'-0" 136A 101B 18'-1"7'-3"8'-8"14'-0"18'-0"7'-4" 5" EQ EQ 11 " EX-1Q EX-1Q 2 A2.0 EX-1R EX-1R EX-1R EX-1R EX-1R EX-1S EX-1S EX-1S EX-1H 12 ' - 9 " 2' - 8 1 / 2 " 3' - 8 " 16 ' - 8 " 3' - 4 " 13 ' - 4 " 4' - 0 " 2" 3' - 1 1 " 4'-0 3/4" 3" 5'-0" 5' - 3 " 3'-4" 1' - 1 " 4' - 8 " 2' - 1 1 " 1.3 7.7 7.7 F.9 F.2 F.8 F.7 A.2 A.3 B.3 1.8 EX-1F 19'-10" 8" CMU BASE 2'-0" 5'-4"2'-0" 2' - 4 " 2' - 0 " 9' - 5 " 2' - 0 " 1' - 1 1 " EX-1F EX-1F EX-1F 12" CMU BASE 8'-0" 8" CMU BASE 7'-4" 12" CMU BASE 8'-0" 12 " C M U B A S E 3' - 8 " 8" C M U B A S E 2' - 4 " 2'-8"3'-4"9'-4"3'-4"9'-4"3'-4"9'-4"3'-4"9'-4"3'-4"9'-4"3'-4"2'-8" 12" CMU BASE 2'-8"8" CMU BASE 2'-0" 2'-6" 11 1/2" 4" 5'-4"6'-0"4'-0" 21'-10" CLEAR 14'-8" 8'-0" CLEAR 10'-6" 10 ' - 6 " 3' - 1 0 " 1' - 1 0 " A2.6 4 1.9 A2.6 4 100 139C 136B 116 GENERAL LEGEND 1. INTERIOR DIMENSIONS ARE TO FINISH FACE OF WALL MATERIAL & CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. 2. EXTERIOR DIMENSIONS ARE FROM FINISH FACE OF EXTERIOR SHEATHING TO FINISH FACE OF EXTERIOR SHEATHING AND AT FINISH FACE OF OPENINGS MATERIAL, UNLESS NOTED OTHERWISE. 3. A MINIMUM OF 5% OF THE LOCKERS BEING PROVIDED WILL BE ACCESSIBLE PER IBC SECTION 1109.9.THE ACCESSIBLE LOCKER(S) SHALL BE LOCATED WITHIN THE ACCESSIBLE REACH RANGES OUTLINED IN SECTION 308 OF ICC A117.1-09 (15 TO 48- INCHES). THIS INCLUDES ALL FEATURES AND ELEMENTS OF THE LOCKER (I.E. LOCK, SHELVES, HOOKS, ETC.). THE OPERABLE PARTS FOR THE LOCKER, AND LOCK IF PROVIDED, SHALL BE ACCESSIBLE AND COMPLY WITH SECTION 309 OF ICC A117.1-09. 4. INTERIOR PARTITIONS TO BE FULL HEIGHT. UNLESS NOTED OTHERWISE. 5. THE WORK SHALL CONFORM TO REQUIREMENTS OF APPLICABLE LOCAL, STATE, AND FEDERAL BUILDING CODES AND AGENCIES HAVING JURISDICTION OVER THE VARIOUS PHASES OF THE WORK. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING WORK AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES. 7. PROVIDE FULL HEIGHT 5/8" CEMENT BACKER BOARD AT TOILET AND JANITOR ROOMS, AND AT WALLS TO RECEIVE TILE UNLESS NOTED OTHERWISE. 8. PROVIDE AND INSTALL SOUND DAMPENING INSULATION AT ALL PERIMETER METAL STUD WALLS OF RESTROOMS AND MECHANICAL ROOMS. EXTEND PARTITION WALLS TO UNDERSIDE OF DECK. 9. REFER TO NOTED FLOOR PLANS AND CODE ANALYSIS FOR FIRE-RATED WALLS. PROVIDE SOLID BACKING FOR ALL FIRE-RATED SHUTTERS IN WALL CAVITIES. 10. PROVIDE AND INSTALL THERMAL BATT INSULATION AT INTERIOR PARTITION WALLS ADJOINING AIR CONDITIONED AREAS WITH NON-AIR CONDITIONED AREAS. 11. REFER TO ACCESSIBILITY STANDARDS SHEETS FOR ACCESSIBILITY REQUIREMENTS. THE WORK SHALL CONFORM TO LOCAL, STATE, AND FEDERAL ACCESSIBILITY REQUIREMENTS. 12. ACCESSIBLE RESTROOMS SHALL CONFORM TO LOCAL, STATE AND FEDERAL ACCESSIBILITY REQUIREMENTS. 13. CONTRACTOR SHALL PROVIDE BLOCKING WHERE REQUIRED FOR TOILET ACCESSORIES. 14. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER CONNECTIONS OF THE EQUIPMENT. THE CONTRACTOR SHALL COORDINATE W/ OWNER'S VENDORS FOR ITEMS REQUIRING HOOK-UPS. 15. CONTRACTOR SHALL PROVIDE (3) 4'-0" x 8'-0" x 3/4" THICK A-C GRADE PAINTED PLYWOOD PANEL BOARDS FOR COMMUNICATION AND DATA EQUIPMENT. LOCATION TO BE DETERMINED BY ARCHITECT. 16. GENERAL CONTRACTOR SHALL SECURE AND PAY FOR BUILDING PERMITS, APPLICATIONS FEES, SERVICE FEES, GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK. 17. PAINT EXPOSED CONDUIT, PIPING, BUILDING COMPONENTS, ACCESSORIES, DUCTWORK AND PIPING RACEWAY ACCESSORIES AT ROOMS NOTED AS "PAINT EXPOSED STRUCTURE"UNLESS NOTED OTHERWISE. PROVIDED VISABLE LABELS FOR EACH WIRE AND/OR PIPES, WHO'S IDENTIFICATION IS COVERD OR HIDDEN. 18. PAINT VISIBLE CONDUIT, PIPING, BUILDING COMPONENTS, ACCESSORIES, DUCTWORK AND PIPING RACEWAY ACCESSORIES ABOVE RETURN AIR GRILLS WHEN RETURN AIR PLENUM IS DESIGNED. 19. HOLLOW METAL DOORS AND FRAMES SHALL BE PAINTED TO MATCH ADJACENT WALL, BOTH SIDES, UNLESS NOTED OTHERWISE .TYP. 20. PROVIDE 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP., AT WALLS INDICATED AND SPECIFIED. DIMENSIONS EXTERIOR DIMENSIONS INTERIOR EXTERIOR FINISH MATERIAL IF WALL IS GREATER THAN 30' (900 S.F.) ADD CONTROL JOINT (USG 093 OR APPROVED EQUAL) AT COLUMN INTERIOR DIM. REF: PLAN VARIES ? EXTERIOR WALL TYPE ON PREVIOUS SHEET INTERIOR PARTITION WALL TYPE ON SHEETS A1.5a /A1.5b WINDOW TYPE AND SCHEDULE ON SHEETS A2.3 / A2.4 DOOR TYPE AND SCHEDULE ON SHEETS A7.1 / A7.2? VISUAL REFERENCE TYPE GENERAL NOTES ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 6 : 1 0 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 1) DIMENSION FLOOR PLAN A1.1a 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION scale:1/8" = 1'-0"A1.1a 1 FLOOR PLAN 0"1/2"1"2"4" 0'4'8'16'32'8' 1" # DATE DESCRIPTION Egress wid th 6 8 " Range Re f r i g e r a t o r UPUPUP UPUP Range WOOD STUD FRAMING, SEE WALL SECTION FULL HEIGHT METAL STUD, SEE PARTITION SCHEDULE METAL STUD , SEE PARTITION SCHEDULE 1hr. SHAFT WALL (UL U415) INTERIOR WALL PLAN LEGEND REFERENCE SHEET A1.5a / A1.5bTYPE MASONRY 1 A3.1 1 A3.1 1 A3.2 1 A3.2 3 A4.5 2 A3.1 2 A3.1 A2.2 1 A2.1 1 A2.2 2 A2.13 5 A4.4 2 A3.2 2 A3.2 2 A4.5 4 A4.5 5 A4.2 1 A4.5 1 A4.5 WAITING 104 VESTIBULE 103 RECEPT. 105 KIDS 106 ADMIN. 107 UNISEX R.R. W/ SHOWER 117 OT / PT TESTING / TREATMENT 127 PT TREATMENT 126 ADL KITCHEN 118 ADL PANTRY 119 ADL FAMILY / LAUNDRY / BED RM. 116 CONSTRUCTION / CRAFT ZONE 115 OT / PT TREATMENT 129 I.T. 113 STAFF UNISEX R.R. 131 EVENT STORAGE 137QUIET 130 JAN. 124 TECHNOLOGY 111 TESTING 109 WOMENS 133 CONSULT 108 MENS 132 GYM 122 UNISEX R.R. 123 PT 125 STORAGE 121 SENSORY RM. 120 FIRE RISER 112 HALLWAY 100 VESTIBULE 101 STAIR 134 STAIR 114 EVENT CENTER 136 FOOD PREP ROOM 139 ENTRANCE LOBBY 102 OUTDOOR PATIO 140 ADMIN. STORAGE 110 JAN. / STORAGE 138 EVENT I.T. / STOR. 135 5" ELECTRICAL RM. 128 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 7.8 7.8 E.7 3.22.41.7 6.3 6.4 7.26.65.6 3 A3.2 3 A3.2 3 A3.1 3 A3.1 5 A4.1 A2.01 05.21 06.10 06.10 2 A2.0 11.06 22.16 08.06 11.05 11.05 22.16 22.20 06.27 12.26 08.08 11.06 11.06 11.01 11.01 11.01 10.22 10.22 22.19 11.06 12.02 12.19 12.10 22.03 10.22 SF6 SA4 SA4 SA4 FA4 FB4FB4 FA4SA4 MA8 FB4 MA8 FB2 SJ8 SK6 SK8 FB4 FB2 FB2 SK4SK6 SB4 SB4 SA8 SB4 SK4 SM4 SK4 SA8SA4 SC4 LOW WALL SB4 SA4 MB8 SL8 SL6 SL6 SK6 SB4 SB6 SA4 SB4SA4SF4 SB6 FB4 FT6SM6 SA4 SG4 MB8 FB4 SF4 SF4 SN6 FT2 SN4 FA4 FT6 MA8 FB6 SD4 SD4 SD8 SC4 SB4 FA4 FB4 FA4 SC4 WA6 WD6 WC6 WC6 SC4 LOW WALL SN4 SF4 06.17 06.19 11.06 08.08 08.08 08.08 08.08 08.05 08.08 08.17 06.17 10.05 22.11 22.20 22.22 22.03 FT4 FT4 FB4 09.03 05.28 04.11 04.11 04.12 04.12 04.11 08.02 08.09 08.11 08.12 11.10 11.09 11.20 11.06 14.01 08.24 12.19 10.05 10.23 10.23 10.23 112 119 121 122C 130 129127 105 107 139A 113 125 116B 109 139B 133 132 123 131 126 117 124 108111 106 136D 103A 134 116A 102 122A 101A 114A 114B 137 138 135 118 122B 120 110 128 122D 103B 101B 136A 136B 10.25 08.10 SN4 RA4 RA6 08.02 08.06 08.06 SO4 1.3 1.3 7.7 7.7 F.9 F.2 F.8 F.7 A.2 A.3 B.3 1.8 SA4 SD8 SD6 04.11 07.19 07.19 05.07 SA4 04.11 07.18 09.03 05.07 07.18 07.18 07.18 SA4 WD6 1.9 08.18 08.18 11.18 03.20 11.07 8" 22.05 116 100 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 6 : 3 5 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 1) KEYNOTE FLOOR PLAN A1.1b 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION 0"1/2"1"2"4" 0'4'8'16'32'8' 1" scale:1/8" = 1'-0"A1.1b 1 FLOOR PLAN # DATE DESCRIPTION 1 04.19.2023 Addendum 12. FURNISHINGS 12.02 QUARTZ COUNTERTOP AND 4" SPLASH (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.10 MILLWORK OPEN CUBBIES, 18" DEEP, PLASTIC LAMINATE CABINETS: SEE FINISH SCHEDULE. 12.19 THIS CABINET SHALL BE EQUIPPED WITH 10" STAINLESS STEEL GROMMET FOR TRASH / LINEN DROP AT THIS LOCATION. CONFIRM LOCATION WITH TENANT PRIOR TO FIELD CUTTING. 12.26 SWING TABLE 8'-0" DIA. ROUND OR RECTANGLE VERIFY WITH OWNER. CUSTOM HEIGHT FOR KIDS, DUFFY LONDON OR APPROVED EQUAL. 14. CONVEYING EQUIPMENT 14.01 ELEVATOR, 3100 MRL 3000 lb. FRONT LEFT OPENING, WITH KEY CARD ACCESS. (SCHINDLER OR APPROVED EQUAL). 03. CONCRETE 03.20 GRIP TREADS / SAW CUT CHANNELS INTO SLOPED CONCRETE IN FOAM-PIT REFERENCE NOTES: 05. METALS 05.07 METAL STUD FRAMING, SEE WALL LEGEND. VERIFY WITH STRUCTURAL DRAWINGS. 05.21 METAL STUD TO ALIGN WITH FACE OF MASONRY FOR CONTINUOUS FINISH. 05.28 ROOF ACCESS LADDER. SEE DETAILS 3,4,5/A8.3 PAINTED TO MATCH BUILDING. 07. THERMAL & MOISTURE PROTECTION 07.18 R-19 FOIL FACED BATT INSULATION IN STUD WALL CAVITY. 07.19 R-13 BATT INSULATION IN 3-5/8" METAL STUD WALL CAVITY. 08. OPENINGS 08.02 FIRE-FRAMES HEAT BARRIER STOREFRONT SYSTEM WITH DOOR, (TGP OR APPROVED EQUAL) 1hr (60MIN.) ASSEMBLY MEETS ASTM E119 OR UL 263 08.05 ALUMINUM STOREFRONT SYSTEM, COLOR TO MATCH EXTERIOR WALL SYSTEM. (KAWNEER TRIFAB 451 OR APPROVED EQUAL) INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 08.08 INTERIOR TEMPERED BUTT GLASS SYSTEM ALUMINUM FINISH. COLOR TO MATCH EXTERIOR MULLIONS (DARK BRONZE) (FALKBUILT OR APPROVED EQUAL), WITH CLEAR ACOUSTICAL CAULK. WALLS ABOVE TO BE FULL HEIGHT AND INSULATED WHERE APPLICABLE. 08.09 SLIDING DOOR WITH REVERSE LOCK AND ACOUSTICAL DROP SEAL, (FALKBUILT OR APPROVED EQUAL) SEE DOOR SCHEDULE. 08.10 SLIDING WALL SYSTEM WITH LOW PROFILE SADDLE SILL AND UNIVER SILL. HSW60 AND ENCLOSURE STACKING AREA 3 (NANAWALL SYSTEMS OR APPROVED EQUAL). ALTERNATES INCLUDE, "AVANTI SYSTEMS", CR LAURENCE, KAWNEER. 08.11 SLIDING BARN DOOR WITH REVERSE LOCK AND ACOUSTICAL DROP SEAL, SEE DOOR SCHEDULE. 08.12 COMMERCIAL SLIDING RECEPTION/SERVICE WINDOW, (A CUTTING EDGE OR APPROVED EQUAL). 08.17 PAINTED HOLLOW METAL FRAMED WINDOW WITH ONE-WAY SECURITY FILM. 08.18 COLUMN WRAP TO MATCH STOREFRONT. 08.24 SLIDING WALL SYSTEM, HANGING WITH INTEGRATED DOORS, FLOOR SOCKET SILL. HSW60 AND ENCLOSURE STACKING AREA 3 (NANAWALL SYSTEMS OR APPROVED EQUAL). ALTERNATES INCLUDE "FALKBUILT", "AVANTI SYSTEMS", AD SYSTEMS, CR LAURENCE, KAWNEER. 06. WOODS & PLASTICS 06.10 SHEAR WALL FRAMING, SEE STRUCTURAL DRAWINGS. 06.17 INSTALL 4'X8'X1/2" PLYWOOD HORIZONTALLY OVER GYP. BD. AT 30" A.F.F. ON THESE WALLS. PAINT TO MATCH ADJACENT WALLS. 06.19 1/2" SHEATHING, BEHIND GYP. IN QUITE ROOM. 06.27 1-1/2" BUTCHER BLOCK BENCH 18" A.F.F. 48" x 20". 11. EQUIPMENT 11.01 PROVIDE POWER AND DATA FOR WALL MOUNTED TV. EQUIPMENT PROVIDED BY TENANT. CONTRACTOR SHALL ENSURE THAT WALL IS EQUIPPED WITH BACKING TO SUPPORT TV AND MOUNTING BRACKET. COORDINATE HEIGHT WITH OWNER. 11.05 FULL SIZE FRIDGE, SHALL BE EQUIPPED WITH ICE/W ATER VERIFY SIZE WITH OWNER. SEE PLUMBING PLANS. 11.06 CONTRACTOR TO VERIFY WITH OWNERS REP. FOR FURNITURE OR EQUIPMENT, CONTRACTOR TO INSTILL AS REQUIRED. VERIFY SIZE & ELECTRICAL AND/OR PLUMBING REQUIREMENTS W/ OWNER. 11.07 18" ADJUSTABLE SHELVING, MELAMINE ON 3/4" PARTICLE BOARD, SELF-EDGED ON PROVIDE K-V BRACKETS, WHERE INDICATED TYP. - PROVIDE 6 SHELVES. 11.09 FILING CABINET, TO BE LOCKABLE. 11.10 FURNITURE AND EQUIPMENT, N.I.C., TYP. 11.18 CLIMBING WALL AND DROP PAD BY OTHERS. 11.20 MAILROOM DISTRIBUTION SORTER (SOUTH WEST SOLUTIONS OR APPROVED EQUAL). 22. PLUMBING 22.03 FLOOR MOUNTED JANITOR SERVICE SINK. WET WALLS ARE TO HAVE TILE WAINSCOTING 4'-0" A.F.F. REFER TO PLUMBING DRAWINGS. 22.05 SUMP PUMP DISCHARGE PIPING. PROVIDE GATE VALVE VERIFY LOCATION IN FIELD. PROVIDE SET-ON LABEL OR APPROVED EQUAL TO READ "NON-POTABLE WATER. ELEVATOR SUMP PUMP DISCHARGE". DISCHARGE PIPE TO HAVE A CHECK VALVE, AND SAMPLE PORT. ALL INSTALLATIONS AND ASSOCIATED PIPING TO CONFORM TO LOCAL LICENSING AND REGULATION PER CURRENT CODE. 22.11 HAND WASH SINK, SEE PLUMBING DRAWINGS. 22.16 STAINLESS STEEL UNDERMOUNT SINK/FAUCET/DISPOSAL, WHERE APPLICABLE VERIFY WITH CABINET CLEARANCES (12" DIAMETER DISPOSAL WILL FIT) IF DISCREPANCIES CONTACT ARCHITECT, SEE MECH., PLUMB & ELEC. 22.19 THREE COMPARTMENT STAINLESS STEEL SURFACE MOUNT SINK/FAUCET, (2) SHALLOW SINKS AND ONE DEEP SINK, SEE PLUMB. & ELEC. 22.20 DRINKING FOUNTAIN, (ELKAY) HIGH LOW WITH BOTTLE FILLER, SEE PLUMBING DRAWINGS. 22.22 DRINKING FOUNTAIN SINGLE, (ELKAY) WITH BOTTLE FILLER AND CANE APRON WHERE APPLICABLE REFER TO STANDARD MOUNTING DETAILS, SEE PLUMBING DRAWINGS. 09. FINISHES 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 04. MASONRY 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 10. SPECIALTIES 10.05 TOUCHLESS PAPER TOWEL DISPENSER/WASTE RECEPTACLE, MODEL B-3974 AND POWER SUPPLY AC ADAPTER PART NO. 3974-57 (BOBRICK OR APPROVED EQUAL) PROVIDED AND INSTALL BY CONTRCTOR VERIFY WITH OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE POWER REQUIREMENTS AND EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.22 SEMI-RECESSED, 4" MAX EXTRUSION INTO WALKING PATH, STAINLESS STEEL FIRE EXTINGUISHER CABINET WITH EXTINGUISHERS COMPLYING WITH NFPA STANDARD #10. AND BE A MINIMUM SIZE OF 2A10B:C. 10.23 AUTOMATIC TOWEL DISPENSER - GEORGIA PACIFIC "ENMOTION" OR APPROVED EQUAL. PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. 1 1 1 1 A3.1 1 A3.1 1 A3.2 1 A3.2 3 A4.5 2 A3.1 2 A3.1 A2.2 1 A2.1 1 A2.2 2 A2.13 2 A4.4 5 A4.4 2 A3.2 2 A3.2 2 A4.5 4 A4.5 5 A4.2 1 A4.5 2' - 0 " 2'-0"4'-4"4'-4"4'-4"5'-6" 2' - 9 " 4' - 0 " 1' - 0 " 4' - 0 " 1' - 0 " 4' - 0 " 1' - 0 " 4' - 0 " 1' - 0 " 4' - 0 " 1' - 9 " 2' - 0 " 4' - 1 0 " 2' - 0 " 1'-8"4'-5"2'-0" 2'-0"4'-0"2'-2" 3'-2" 3'-2 1/2" 2' - 0 " 3' - 8 " 2' - 0 " 3'-0"7'-0 1/2"7'-0 1/2"2'-10" 2' - 8 " 5' - 7 " 2' - 1 0 " 3'-3"6'-6"3'-3" 5' - 7 " 3' - 3 " 5' - 7 " 5' - 7 " 5' - 7 " 5' - 7 " 3' - 6 " 6'-0"6'-0"4'-0" 1' - 1 1 " 6' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 2' - 1 0 1 / 2 " 4'-1" 1'-6" 4'-5"4'-9" 1'-5" 2' - 0 " 1' - 9 1 / 2 " 2'-0"4'-4" 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 4.5 7.8 7.8 6.3 6.4 7.2 7.26.65.6 3 A3.2 3 A3.2 3 A3.1 3 A3.1 5 A4.1 8' - 0 " 8' - 4 " 8' - 0 " 8' - 3 " 10'-0" A2.01 3'-11 1/2"4'-4" EQ EQ EQ EQ EQ EQ A.F.F. C1 10'-1" A.F.F. C1 10'-1" A.F.F. C1 10'-1"A.F.F. C1 10'-1"A.F.F. C1 10'-1" A.F.F. C1 10'-0"A.F.F. C1 10'-0" A.F.F. C1 10'-1" A.F.F. C2 8'-6" A.F.F. C2 8'-6" A.F.F. C2 8'-6" A.F.F. C1 10'-1" A.F.F. C1 10'-0" A.F.F. C1 10'-0" A.F.F. C2 8'-6" 8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"4'-0" 6' - 4 " 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 2'-11"5'-6"2'-11"2'-11"5'-6"2'-11" 4'-0"4'-0"4'-0"4'-0" 3'-8" 2'-9"4'-0"4'-0"2'-9" 1' - 5 " 3' - 0 " 1' - 1 " 3' - 6 " 5' - 9 " 3' - 6 " EQ EQ 2'-0" 4'-4"4'-4"4'-4"2'-5" 2' - 0 " 2' - 0 " 2' - 6 " 4' - 6 " 2' - 0 " A.F.F. C1 9'-0"A.F.F. C1 9'-0" A.F.F. C2 8'-6" A.F.F. C1 8'-6" A.F.F. C1 8'-6" 10'-0" 9'-0" 3'-3"6'-6"6'-6"6'-6"2'-5" 26.06 26.06 26.06 10'-0" 26.05 26.03 26.09 26.04 26.08 26.06 26.04 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 26.06 2' - 4 " 4' - 8 " 2' - 4 " EQ EQ 26.02 26.10 26.10 26.06 09.30 VALLEYHILLVALLEYHILL VALLEYHILLVALLEYHILL VALLEYHILLVALLEYHILL VALLEYHILLVALLEYHILL VALLEYHILLVALLEYHILL 10'-0" 5' - 0 " 4' - 1 0 " 2' - 0 " 26.06 EQ EQ 4 5 ° 2' - 8 " 5' - 7 " 2' - 1 0 " 26.16 26.16 26.04 26.03 1'-0" 26.13 23.06 26.12 10'-0" 10'-0" 09.06 09.11 26.08 26.08 3' - 8 " 5' - 0 " 2' - 0 " EQ EQ 10'-0" 11'-0"09.25 09.05 26.09 08.13 08.13 2' - 0 " 5' - 1 0 " 2' - 1 0 " 26.09 1'-10" 4'-0" 1'-9" 3' - 4 " 4' - 0 " 3' - 6 " EQ EQ26.02 2'-10 1/2"2'-10 1/2" 1'-5" 08.13 10.10 2'-6"6'-0"6'-0"6'-0"5'-0" 09.06 09.25 A.F.F. C3 10'-1" A.F.F. C3 10'-2" 10'-0" 8'-0" 09.04 8'-0" 09.11 09.11 2' - 1 1 5 / 1 6 " 5' - 0 " 5' - 0 " 5' - 0 " 22.09 26.04 09.11 09.11 10'-0" 13'-0" 11'-10 1/2" 26.09 26.04 26.02 26.04 26.08 26.04 10'-0" 07.10 07.10 07.10 10'-0" 26.06 6' - 0 " 6' - 0 " 5'-2"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0" 11.04 26.14 09.05 A.F.F. C3 11'-0" 4'-6"7'-6"7'-6"7'-6"3'-8" 10'-0" 11'-2"10'-0" 9'-0" 09.20 09.06 23.06 05.10 11.03 11.04 11.04 11.04 26.12 26.09 4'-3" 4'-8" 2 A2.0 9'-6" 08.22 10'-0" 7'-0" 7'-5"4'-8" 3' - 0 " 3' - 4 " 3' - 2 1 / 2 " 3' - 4 " 3' - 0 " 10'-0" 26.08 5' - 9 " 4'-0"7'-10"7'-10" 07.34 11'-6" 10'-0" 11'-0" 3'-6"7'-4"7'-3 1/2"2'-0" 1' - 0 1 / 2 " 4' - 0 " 4' - 0 " 1' - 7 " 9'-6" 08.13 11.01 11.01 11.01 EQ EQ EQ EQ 26.09 26.08 B.O.FIXTUER 8'-0" EQ EQ EQ EQ 26.04 8'-6" 11'-0"10'-0"11'-0" 10'-0" 11'-0"10'-0" 10'-0" 10'-0" 26.08 5'-1"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"4'-0" 09.04 A.F.F. C3 8'-0" A.F.F. C3 8'-0" 09.04 07.10 07.11 C4 C3 C3 C3 C3 C3 C3 C3 C3 1' - 7 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 2' - 9 " 26.04 26.02 10'-0" 1.3 7.7 7.7 F.9 F.9 F.2 F.2 F.8 F.8 F.7 F.7 A.2 A.3 B.3 1.8 1.9 1.9 C3 11.18 A6.9 1 A6.9 5 8'-0" 8' - 0 " 26.08 7' - 0 " 1' - 0 " 1' - 8 " A6.9 5 10'-6" 10'-6" 11'-0"11'-6"11'-6"11'-0" 10'-6"11'-0" 11'-6"11'-6"11'-0" 10'-6"11'-0"11'-6"11'-6"11'-0"10'-6" 11'-0" 11'-6" 5' - 0 " 3' - 2 " 8' - 0 " 6" 5' - 0 " 6"1' - 0 " 1' - 0 " 8'-0" 4'-0"4'-0" 23.02 23.02 23.02 CEILING FIXTURE LEGEND 2 x 2 LIGHT 2 x 4 LIGHT CAN LIGHT WALL MOUNTED SCONCE LINEAR STYLE LIGHT PENDENT DIRECT/INDIRECT LIGHT SEE ELECTRICAL FOR FIXTURE MANUFACTURER CEILING PAINT: PNT-1 WHITE PAINTED IN MATTE FINISH, BRIGHT WHITE, SW 7007 FINAL COLOR SHALL BE APPROVED BY OWNER. PNT-2 SHERWIN WILLIAMS: PEPPERCORN SW 7674 PAINTED IN SATIN FINISH, FINAL COLOR SHALL BE APPROVED BY OWNER PNT-3 SHERWIN WILLIAMS: REPOSE GRAY SW 7015 PAINTED IN SATIN FINISH, FINAL COLOR SHALL BE APPROVED BY OWNER FINISH LEGEND C1 A.F.F. 1t 1'-0" PAINTING NOTES: 1. ALL GYP. DB. CEILING IN RESTROOMS TO BE PAINTED SHERWIN WILLIAMS 7007. CEILING BRIGHT WHITE, WITH MATTE FINISH UNLESS NOTED OTHERWISE. 2. ALL EXPOSED STRUCTURAL STEEL MEMBERS AND DECKING ABOVE CEILING HEIGHT TO BE PAINTED SHERWIN WILLIAMS "PEPPERCORN SW 7674" IN SATIN. EXPOSED MECHANICAL, ELECTRICAL AND PLUMBING LINES NOT TO BE PAINTED, LABEL THE LINES. VERIFY WITH ARCHITECT BEFORE PAINTING. CEILING TYPE LEGEND CEILING FINISH LEGENDTAG SUSPENDED ARMSTRONG, OR APPROVED EQ. SIZE: 24"X24" ACT LAY IN GRID STYLE: DUNE PATTERN: - EDGE: 15/16" SQUARE TEGULAR ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: GREY STONE VERIFY COLOR WITH OWNER SUSPENDED CLOUD ARMSTRONG OR APPROVED EQ. SIZE: 24"X24" CALLA LAY-IN & TEGULAR STYLE: FORMATIONS CURVES CLOUD PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: 15/16" SQUARE TEGULAR ANGLE: SEE PLANS LOCATION: KIDS ROOM COLOR: MULTI COLOR, PER OWNER EDGE TRIM: AXIOM 4" COLOR TO MATCH ACCENT COLOR: NA GYPSUM BD. SUSPENDED UNLESS NOTED OTHERWISE. SIZE: (> 30') OR (900 S.F.) ADD CONTROL JOINT FINISH: MATTE - UNLESS NOTED OTHERWISE PATTERN: - EDGE: PER MFR. RECOMMENDATION ANGLE: SEE PLANS LOCATION: RESTROOMS SEE PLANS FIELD COLOR: BRIGHT WHITE, SW 7007 EDGE TRIM: - ACCENT COLOR: TBD VERIFY WITH OWNER 6' DIA. (1 QTY.) & 8' DIA. (2 QTY.) CEILING FINISH CONT'DTAG HILL / VALLEY SECTION EXPOSED STRUCTURE. SIZE: - FINISH: SATIN - UNLESS NOTED OTHERWISE PATTERN: - TRANSITION EDGE :11'-0" TYP. A.F.F. LOCATION: SEE SECTIONS AND RCP FIELD COLOR: SHERWIN WILLIAMS PEPPERCORN SW 7674, VERIFY WITH OWNER NOTE: NO PAINT LINE IN THE EVENT CENTER. WALL PAINT FULL HEIGHT. COLOR TRANSITION STARTS AT DECK. 1' - 6 " SUSPENDED ARMSTRONG OR APPROVED EQ. SIZE: 4'X6' MODEL # 6258 & MODEL # 6259 STYLE: SOUNDSCAPE CANOPIES PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: PER MFR. ANGLE: SEE PLANS LOCATION: ADL FIELD COLOR: STONE, VERIFY WITH OWNER. EDGE TRIM: PER MFR. ACCENT COLOR: TBD CEILING FINISH CONT'DTAG GYPSUM BD. SUSPENDED UNLESS NOTED OTHERWISE. SIZE: (> 30') OR (900 S.F.) ADD CONTROL JOINT FINISH: MATTE - UNLESS NOTED OTHERWISE PATTERN: - EDGE: PER MFR. RECOMMENDATION ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: SW 7015 REPOSE GRAY EDGE TRIM: - ACCENT COLOR: TBD CU R V A T U R E 6 5 / 8 " M A X 4 3 / 4 " 1'-6" 10'-0" 11'-2" HILL VALLEY HILLHILL VALLEY 6" 4" WALL WASH C2 C3 C4 C5 C6 C7 C8 ? SUSPENDED CLOUD ARMSTRONG OR APPROVED EQ. SIZE: 48" DIA. STYLE: SOUNDSCAPE CIRCLE CLOUD PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: PER MFR. ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: SW 7015 REPOSE GRAY EDGE TRIM: WHERE EXPOSED AXIOM 4" ACCENT COLOR: TBD SOFFIT QUALITY EDGE, OR APPROVED EQ. SIZE: HD3 - (5") STYLE: HIDDEN FASTENER PATTERN: (MULTI-TONE) EDGE TRIM: 3" VERIFY W/ MANUFACTURER ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: 481 DRIFTWOOD NOTE: ALL MECHANICAL , ELECTRICAL, PLUMBING AND FIRE-LINE RUNS ARE TO BE BETWEEN JOIST OR THROUGH OPEN WEB'S AND AS TIGHT TO STRUCTURE AS POSSIBLE WHILE MAINTAINING CODE COMPLIANCE. 1' - 6 " HILL VALLEY 1'-0" VERIFY WITH PLAN TYP. CEILING FINISH CONT'D C9 SUSPENDED CLOUD SIZE: 8" STYLE: RECLAIMED BARNWOOD PATTERN / HEIGHT:VARIES EDGE: 3X3 STEEL ANGLE WITH CLEAR COAT LOCATION: EVENT CENTER FIELD COLOR: NATURAL TY P . 6' - 0 " 8" TYP. 6'-0" 3" ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 6 : 5 4 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 1) REFLECTED CEILING PLAN A1.1c 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 0"1/2"1"2"4" 0'4'8'16'32'8' 1" scale:1/8" = 1'-0"A1.1c 1 REFLECTED CIELING PLAN # DATE DESCRIPTION 1 04.19.2023 Addendum 05. METALS 05.10 STEEL STRINGER, PAINTED. SEE STRUCTURAL DRAWINGS AND FINISH LEGEND. 07. THERMAL & MOISTURE PROTECTION 07.10 SOFFIT L12 WITH BEADS ARTISAN SERIES PANEL. BEADS ARE TO BE 4" APART, GAUGE IS TO BE (22GA.) WITH A EMBOSSED FINISH, MBCI, OR APPROVED EQUAL. PANEL ATTACHMENT WILL BE CONCEALED FASTENING SYSTEM, COLOR TO MATCH CANOPY. INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 07.11 METAL SOFFIT, COLOR TO MATCH SIDING. 07.34 CONTINUOUS RAIN GUTTER, MATCH STANDING SEAM ROOF COLOR. SEE ELEVATIONS. 08. OPENINGS 08.13 24" X 24" BAUCO PLUS II ACCESS PANEL OR APPROVED EQUAL, COLOR TO MATCH ADJACENT CEILING. LOCATION IN FEILD BY GC. 08.22 3"-0" X 3'-0" ROOF ACCESS HATCH. SEE SPECS AND DETAILS 3,4,5/A8.3. FOR MORE INFORMATION. 09. FINISHES 09.04 GYP. BD. SOFFIT, PAINTED SEE FINISH SCHEDULE. 09.05 SUSPENDED 5/8" GYP. BD. CEILING, PAINTED SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.11 EXPOSED STRUCTURE ABOVE PAINTED PNT-2. 09.20 GYP. BD. HEADER 8'-0" A.F.F. UNLESS NOTED OTHERWISE, PAINTED SEE FINISH SCHEDULE. 09.25 GYP. BD. COVERING UNDERSIDE OF STAIR. PAINTED TO MATCH STAIRS, SEE FINISH SCHEDULE. 09.30 SUSPENDED CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). SEE LEGEND. 10. SPECIALTIES 10.10 CURTAIN AND ROD. PROVIDED AND INSTALL BY CONTRACTOR VERIFY WITH OWNER. 11. EQUIPMENT 11.01 PROVIDE POWER AND DATA FOR WALL MOUNTED TV. EQUIPMENT PROVIDED BY TENANT. CONTRACTOR SHALL ENSURE THAT WALL IS EQUIPPED WITH BACKING TO SUPPORT TV AND MOUNTING BRACKET. COORDINATE HEIGHT WITH OWNER. 11.03 PROVIDE MOTORIZED ROLLER SHADE WINDOW COVERING. CONTROLS TO BE LOCATED AT RECEPTION DESK. MANUFACTURER: MARIAK, WITH POLYSCREEN VISION FABRIC-VISION 550-A FR-5% - COLOR LINEN 0-004-10-00398, BLACK FACING TOWARDS OUTSIDE TYP., SEE DETAILS ON SHEET A2.5 11.04 AT ALL EXTERIOR WINDOWS PROVIDE BUILDING STANDARD MANUAL ROLLER SHADE WINDOW COVERING, MANUFACTURER: COLTON INC., PLATINUM CLUTCH, 3000 NET SOLAR SCREEN FABRIC, FR-3% - COLOR N001 WHITE AND BLACK, BLACK FACING TOWARDS OUTSIDE TYP., SEE DETAILS ON SHEET A2.5 11.18 CLIMBING WALL AND DROP PAD BY OTHERS. 22. PLUMBING 22.09 ROOF DRAIN LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS. SEE PLUMBING DRAWINGS AND TENANT IMPROVEMENTS. 23. HVAC 23.02 MECHANICAL SUPPLY/RETURN AIR SHAFT, SEE MECHANICAL DRAWINGS 23.06 RADIANT TUBE HEATER SEE MECHANICAL DRAWINGS 26. ELECTRICAL 26.02 4" RECESSED CAN LIGHT, SEE ELECTRICAL. 26.03 2' X 4' LED TROFFER, SEE ELECTRICAL. 26.04 6" RECESSED CAN LIGHT, SEE ELECTRICAL. 26.05 LIGHT FIXTURE, SEE ELECTRICAL. 26.06 SUSPENDED LINEAR LIGHT FIXTURE, SEE ELECTRICAL. 26.08 DECORATIVE PENDENT LIGHT FIXTURE, SEE ELECTRICAL. 26.09 WALL-MOUNTED FIXTURE, SEE ELECTRICAL. 26.10 SUSPENDED LINEAR TRACK LIGHTING, SEE ELECTRICAL DRAWINGS. 26.12 WALL MOUNTED SECURITY LIGHTING, SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS. 26.13 PROVIDE WALL MOUNTED UP/DOWN LIGHT FIXTURE. SEE ELECTRICAL. 26.14 SURFACE MOUNTED LIGHT FIXTURE, COORDINATE POWER LINES THROUGH MASONRY SEE ELECTRICAL. 26.16 SUSPENDED DECORATIVE LIGHT FIXTURE. 74700D-5 SWITCH, EUREKA LIGHTING OR APPROVED EQUAL, SEE ELECTRICAL. 1 1 1 1 1 Range Re f r i g e r a t o r UPUPUP UPUP Range A6.3 5 A6.3 4 WAITING 104 VESTIBULE 103 RECEPT. 105 KIDS 106 ADMIN. 107 UNISEX R.R. W/ SHOWER 117 OT / PT TESTING / TREATMENT 127 PT TREATMENT 126 ADL KITCHEN 118 ADL PANTRY 119 ADL FAMILY / LAUNDRY / BED RM. 116 CONSTRUCTION / CRAFT ZONE 115 OT / PT TREATMENT 129 I.T. 113 STAFF UNISEX R.R. 131 EVENT STORAGE 137 QUIET 130 JAN. 124 TECHNOLOGY 111 TESTING 109 WOMENS 133 CONSULT 108 MENS 132 GYM 122 UNISEX R.R. 123 PT 125 STORAGE 121 SENSORY RM. 120 FIRE RISER 112 HALLWAY 100 VESTIBULE 101 STAIR 134 STAIR 114 EVENT CENTER 136 FOOD PREP ROOM 139 ENTRANCE LOBBY 102 OUTDOOR PATIO 140 ADMIN. STORAGE 110 JAN. / STORAGE 138 EVENT I.T. / STOR. 135 ELECTRICAL RM. 128 A6.3 19 A6.3 20 A6.325 A6.3 26 A6.3 23 A6.3 29 21 24 27 28 22 A6.1 26 A6.4 1 2 A6.1 16 A6.1 21 A6.1 1 A6.3 18 17 A6.312 A6.3 9 11 10 A6.3 30 A2.4 G1 A2.4 H1 A2.4 J1 A2.4 M1 A2.4 N1 A2.4 A2.4 A2.4D1 A2.4 E1 A2.4 F1 A2.4 K1 A2.4 L1 A6.4 9 8 10 O1 Q1 A2.4 A2.4A1 C1 B1 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 F7 C5-SIM. B1 W1 W4 W1 W1 10.25 F8 C1 B1 W1 W1-W9 W1 W9 -W1 F9 C5 B1 W1 W1 W6 w1 F9 C1 B1 W1 W1 W1 w1 F11 C2 - W1 / W7 W1-W7 W1 / W 7 W1 -W7 F11 C2 - W1 / W7 W1-W7 W1 / W 7 W1 -W7 F11 C2 - W1 / W7 W1-W7 W1 / W 7 W1 -W7 F11 C2 - W1 / W7 W1-W7 W1 / W 7 W1 -W7 F11 C2 - W1 / W7 W1-W7 W1 / W 7 W1 -W7 09.27 F10 C5-C8 B2 W1-W12 - W4 W1 F10 C1 B2 W1 W1 W2 W1 09.27 F10 C1 B2 W1 W1 W1 W1 F8 C5 B1 W1 W1 W1 W1 F8 C1 B1 W1 W1 W1 W1 F7 C3 - W9 - W9 W9 F9 C5 - - W9 -- A6.3 1 F12 C5 / C9 B1 W1 W1 W2 W1 12.14 12.02 12.02 12.03 A6.37 2 3 A6.3 6 A6.3 8 2' - 6 " F9 C5 B1 W1 W1 W3 W1 F2 C1 B1 W2 W1 W1 W1 A6.316 A6.315 14 13 06.27 3'-0"3'-0" 12.0312.02 3'-6"3'-6"2'-0" 5'-0" 2' - 0 " 2' - 1 0 " 1' - 6 " 2' - 9 " 2' - 0 " 11.26 12.32 11.18 A6.4 3 A6.4 5 A2.0 5 F9 C1 B1 W1 W1-W9 W1 W9 -W1 F9 C1 B1 W1 W1 W1 w1 A6.4 4 F1 C2 B1 W1 W1 W1 w1 F2 C5 SIM. B1 W1 W1 W1 W1 F3 C5-C6 B1 W3 W1 W1 w1 F1 C2 B1 W1 W1 W1 w1 F11 C2 B2 W1 / W7 W1-W7-W8 W1 / W 7 W1 -W7 9'-6" 2' - 0 " A6.4 6 7 12.28 3' - 6 " 2'-0" F9 C1 B1 W1 W1 W1 W1 11.07 4' - 0 " 09.02 09.02 F13 C5 B1 W1 W1 W1 W1 F12 C3 B1 W6 W6 W6 W6 F10 C5 / C8 B2 - W1 W2 W1 F12 C5 B1 W1 W1 W1 W1 F12 C1 B1 W1 W1 W1 W1 F12 C1 B1 W1 W1 W1 W1 F12 C5 B1 W1 W1 W1 W1 F12 C5 B1 - W6 W6 W1 F12 C5 B1 W1 W6 W1 1 -F12 C1 B1 W1 W1 W1 W1 1 F12 C3 B1 W1 W1 W1 W1 09.27 F2 C1 B1 W1 W1 W1 W1 6'-10 1/2"11'-8" 1' - 8 " 3' - 0 " F10 C5-C8 B2 - W1-W12 W4 W1 A2.4 P1 F4 C1 B1 W1 W1 W1 W1 12.01 12.02 12.01 F2 C1 B1 W3 W1 W1 W1 F2 C1 B1 W3 W1 W1 W1 09.37 09.37 09.27 12'-0" 8' - 6 " 10'-0"1'-8" 12.01 4' - 1 " 22.13 F2 C1 B1 W2 W1 W1 W1 F2 C1 B1 W2 W1 W1 W1 F12 C5 B1 W1 W1 W1 W1 112 119 121 122C 130 129127 105 107 139A 113 125 116B 109 139B 100133 132 123 131 126 117 124 108111 106 136D 103A 134 116A 102 122A 101A 114A 114B 137 138 135 118 122B 120 110 128 122D 103B 101B 136A 116 136B 139C 136C TILE AS SCHEDULED RESILIENT SHEET, TILE, VINYL OR MODULAR FLOORING - AS SCHEDULED SCHLUTER "RENO-U" SLOPED TRANSITION TILE OR MODULAR FLOORING AS SCHEDULED CARPET AS SCHEDULED SCHLUTER "SCHIENE" THIN LINE TRANSITION NOTE: VERIFY TRANSITION STRIP MODEL & HEIGHT BASED ON FLOOR ASSEMBLY HEIGHTS FINISHED FLOOR SCHLUTER "RENO-U" SLOPED TRANSITION CARPET AS SCHEDULED FLOORING AS SCHEDULED TRANSITION STRIP, SET IN MASTIC CONCRETE FLOOR FINISH TILE AS SCHEDULEDTILE AS SCHEDULED SCHLUTER "SCHIENE" THIN LINE TRANSITION NOTE: VERIFY TRANSITION STRIP MODEL & HEIGHT BASED ON FLOOR ASSEMBLY HEIGHTS ROOM FINISH LEGEND / SYMBOLS GENERAL NOTES: -SEE ELEVATIONS FOR EXACT FINISH LOCATIONS. ALL MATERIAL SUBSTITUTIONS MUST BE APPROVED BY ARCHITECT. - ALL INTERIOR EXPOSED STEEL COLUMNS: FINISH: SEMI-GLOSS COLOR: TO BE DETERMINED BY THE WALL FINISH BEHIND 2 1 3 6 4 5 7 1. CEILING FINISH 2. FLOOR FINISH 3. BASE / TRANSITION 4. WALL FINISH (SOUTH) 5. WALL FINISH (WEST) 6. WALL FINISH (NORTH) 7. WALL FINISH (EAST) ELEVATION FINISH LEGEND SEE ELEVATIONS FOR FINISH WINDOW LEGEND SEE SCHEDULE SHEET A2.4 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 7 : 1 0 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL1) FINISH PLAN A1.1d 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 0"1/2"1"2"4" 0'4'8'16'32'8' 1" # DATE DESCRIPTION 1 04.19.2023 Addendum scale:1/8" = 1'-0"A1.1d 1 FINISH FLOOR PLAN 10. SPECIALTIES 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.27 PROVIDE TRANSITION BETWEEN DISSIMILAR FLOORING MATERIALS, SEE DETAIL 4/A1.1d. 09.37 STONE THRESHOLD AT TILE LOCATIONS. 12. FURNISHINGS 12.01 QUARTZ COUNTERTOP (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.02 QUARTZ COUNTERTOP AND 4" SPLASH (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.03 PROVIDE PLASTIC LAMINATE COUNTERTOP, COLOR: AS SELECTED BY OWNER. 12.14 COUNTERTOP TO HAVE OPENING FOR WASTE AND SHREDDER, VERIFY SIZE & ELECTRICAL REQUIREMENTS W/ OWNER PROVIDED EQUIPMENT. 12.28 STAINLESS-STEEL (16 GA.) COUNTERTOP. 12.32 MILLWORK SHELVING, SEE DETIALS 8,9,11,12/A6.8 06. WOODS & PLASTICS 06.27 1-1/2" BUTCHER BLOCK BENCH 18" A.F.F. 48" x 20". 11. EQUIPMENT 11.07 18" ADJUSTABLE SHELVING, MELAMINE ON 3/4" PARTICLE BOARD, SELF-EDGED ON PROVIDE K-V BRACKETS, WHERE INDICATED TYP. - PROVIDE 6 SHELVES. 11.18 CLIMBING WALL AND DROP PAD BY OTHERS. 11.26 18"x42" STAINLESS STEEL WIRE SHELVING, (5) SHELVES EVENLY SPACED. scale:6" = 1'-0"A1.1d 2 FLOORING TRANSITION DETAILS NOTE: SEE SHEET A1.1e FOR FINISH LEGEND 1 22. PLUMBING 22.13 STAINLESS STEEL UNDERMOUNT SINK/FAUCET SEE MECH. & PLUMB. ROOM FINISH LEGEND / SYMBOLS GENERAL NOTES: -SEE ELEVATIONS FOR EXACT FINISH LOCATIONS. ALL MATERIAL SUBSTITUTIONS MUST BE APPROVED BY ARCHITECT. - ALL INTERIOR EXPOSED STEEL COLUMNS: FINISH: SEMI-GLOSS COLOR: TO BE DETERMINED BY THE WALL FINISH BEHIND MILLWORK NOTES: 1. QUARTZ COUNTERTOP - WILSONART, COLOR: RIO UPANO (Q3008) 2. LAMINATE COUNTERTOP -WILSONART, COLOR: BAGE PAMPAS (9170-60) 3. PLASTIC LAMINATE VERTICAL FACE CABINETRY -WILSONART, COLOR: PARK ELM (7967K-12) 4. ALL MILLWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH A.W.I. STANDARDS FOR REVEAL OVERLAY CONSTRUCTION, CUSTOM GRADE. EUROPEAN HINGES (135 DEGREE), 4" WIRE PULL HANDLES (SEE MILLWORK LEGEND), HEAVY DUTY DRAWER GLIDES. PROVIDE SHOP DRAWINGS FOR APPROVAL BY ARCHITECT & TENANT BEFORE CONSTRUCTING MILLWORK. 2 1 3 6 4 5 7 1. CEILING FINISH 2. FLOOR FINISH 3. BASE / TRANSITION 4. WALL FINISH (SOUTH) 5. WALL FINISH (WEST) 6. WALL FINISH (NORTH) 7. WALL FINISH (EAST) ELEVATION FINISH LEGEND SEE ELEVATIONS FOR FINISH WINDOW LEGEND SEE SCHEDULE SHEET A2.4 FLOOR FINISH LEGENDTAG WALK OFF MAT MOHAWK OR APPROVED EQ. STYLE: TUFF STUFF II / FIRST STEP II QL315 ANGLE: - SIZE: 24"x24" PATTERN / INSTALL: QUARTER TURN LOCATION: ENTRY/ VESTIBULES TRANSITION: SCHULTER OR APPROVED EQ FIELD COLOR: IRON ORE -983 CARPET TILE MOHAWK OR APPROVED EQ. STYLE: LICHEN MACRO BLOOM ANGLE: SEE PLANS SIZE: 12"x36" PATTERN / INSTALL: PER OWNERS REP. LOCATION: TRANSITION: SCHULTER OR APPROVED EQ FIELD COLOR: 937 FROSTED SHIELD BASE FINISH LEGENDTAG RUBBER ROPPE OR APPROVED EQ STYLE: NA ANGLE: NA SIZE: 4" PATTERN / INSTALL: NA LOCATION: TRANSITION FROM GYP TO FLOOR TRANSITION: BY MANUFACTURER FIELD COLOR: 114 LUNAR DUST CARPET PATTERN FOR VERTICAL ASHLAR, VERIFY LOCATION WITH OWNERS REP. CARPET TILE MOHAWK OR APPROVED EQ. STYLE: LICHEN MACRO BLOOM II ANGLE: SEE PLANS SIZE: 12"x36" PATTERN / INSTALL: PER OWNERS REP. LOCATION: KIDS TRANSITION: SCHULTER OR APPROVED EQ FIELD COLOR: 941 GOLDSPECK CARPET TILE MOHAWK OR APPROVED EQ. STYLE: LICHEN MACRO BLOOM ANGLE: SEE PLANS SIZE: 12"x36" PATTERN / INSTALL: PER OWNERS REP. LOCATION: TRANSITION: SCHULTER OR APPROVED EQ FIELD COLOR: 956 ICELAND MOSS CARPET TILE MOHAWK OR APPROVED EQ. STYLE: LICHEN MACRO BLOOM ANGLE: SEE PLANS SIZE: 12"x36" PATTERN / INSTALL: PER OWNERS REP. LOCATION: TRANSITION: SCHULTER OR APPROVED EQ FIELD COLOR: 975 FELT FINISH CARPET TILE MOHAWK OR APPROVED EQ. STYLE: LICHEN MACRO BLOOM ANGLE: SEE PLANS SIZE: 12"x36" PATTERN / INSTALL: PER OWNERS REP. LOCATION: TRANSITION: SCHULTER OR APPROVED EQ FIELD COLOR: 945 SILVA STAIR TREAD ROPPE OR APPROVED EQ. STYLE: RAISED CIRCULAR ANGLE: - SIZE: - PATTERN / INSTALL: VANTAGE #96 & #98 LOCATION: GYM STAIRS TRANSITION: PER MANUFACTURER MUTI-COLOR: 160 FOREST GREEN, 187 BLUE, 186 RED, 660 CITRUS, 644 SUNBEAM REPEAT COLOR PATTERN, START AT BOTTOM CONCRETE ASHFORD OR APPROVED EQ. STYLE: AUTO SCRUB AND SEAL ANGLE: NA SIZE: CONTROL JOINTS, SEE STRUCTURAL FINISH: GRIND 2-STEP (40 & 60 GRIT DIAMONDS) LOCATION: HALLWAYS / WALKWAYS TRANSITION: SCHULTER OR APPROVED EQ FIELD COLOR: APPLY ASHFORD SEALER. FIELD TILE DAL TILE OR APPROVED EQ. STYLE: IMAGICA ANGLE: - SIZE: 12x24 PATTERN / INSTALL: 3 COLOR RANDOM LOCATION: ALL RESTROOM, & FOUNTAINS TRANSITION: SCHULTER OR APPROVED EQ FIELD COLOR: HAZE IG97 (50%), VISION IG95 (30%), MIDNIGHT IG98 (20%) GROUT MAPEI: 1/8" COLOR: 09 GRAY RESILIENT FLOOR NORA OR APPROVED EQ. STYLE: NORAMENT SATURA ANGLE: VERIFY W/ OWNERS REP. SIZE: 39.5"x39.5" PATTERN / INSTALL: 1/4 PER FULL TILE LOCATION: GYM TRANSITION: PER MANUFACTURER COLOR: 5110 ARA ACCENT: 5120 JUPITER / 5122 EARTH LVP FLOORING MOHAWK OR APPROVED EQ. STYLE: SECOYA (HOT AND HEAVY) ANGLE: SEE PLANS SIZE: 9" x 59" LVP, PATTERN / INSTALL: RANDOM. LOCATION: CONST. / CRAFT ZONE, PT TRANSITION: SCHULTER OR APPROVED EQ FIELD COLOR: CONVERSE BASIN 936 ACCENT: VERIFY WTH OWNERS REP. FLOOR FINISH CONT'DTAG FIELD TILE DAL TILE OR APPROVED EQ. STYLE: IMAGICA ANGLE: SEE PLAN SIZE: 24x24 PATTERN / INSTALL: 3 COLOR RANDOM LOCATION: ALL RESTROOM, & FOUNTAINS TRANSITION: SCHULTER OR APPROVED EQ FIELD COLOR: HAZE IG97 (50%), VISION IG95 (30%), MIDNIGHT IG98 (20%) GROUT MAPEI: 1/8" COLOR: 09 GRAY FLOOR FINISH CONT'DTAG CONCRETE ASHFORD OR APPROVED EQ. STYLE: NATURAL ANGLE: NA SIZE: CONTROL JOINTS, SEE STRUCTURAL FINISH: SMOOTH LOCATION: PER PLAN TRANSITION: SCHULTER OR APPROVED EQ FIELD COLOR: APPLY ASHFORD SEALER. RESILIENT FLOOR NORA OR APPROVED EQ. STYLE: NORAMENT SATURA ANGLE: VERIFY W/ OWNERS REP. SIZE: 39.5"x39.5" PATTERN / INSTALL: PER OWNERS REP. LOCATION: STORAGE & SENSORY TRANSITION: PER MANUFACTURER COLOR: 5111 CASTOR ACCENT: PER OWNERS REP. 51 2 0 51 2 2 CEILING FINISH LEGENDTAG SUSPENDED ARMSTRONG, OR APPROVED EQ. SIZE: 24"X24" ACT LAY IN GRID STYLE: DUNE PATTERN: - EDGE: 15/16" SQUARE TEGULAR ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: GREY STONE VERIFY COLOR WITH OWNER SUSPENDED CLOUD ARMSTRONG OR APPROVED EQ. SIZE: 24"X24" CALLA LAY-IN & TEGULAR STYLE: FORMATIONS CURVES CLOUD PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: 15/16" SQUARE TEGULAR ANGLE: SEE PLANS LOCATION: KIDS ROOM COLOR: MULTI COLOR, PER OWNER EDGE TRIM: AXIOM 4" COLOR TO MATCH ACCENT COLOR: NA GYPSUM BD. SUSPENDED UNLESS NOTED OTHERWISE. SIZE: (> 30') OR (900 S.F.) ADD CONTROL JOINT FINISH: MATTE - UNLESS NOTED OTHERWISE PATTERN: - EDGE: PER MFR. RECOMMENDATION ANGLE: SEE PLANS LOCATION: RESTROOMS SEE PLANS FIELD COLOR: BRIGHT WHITE, SW 7007 EDGE TRIM: - ACCENT COLOR: TBD VERIFY WITH OWNER 6' DIA. (1 QTY.) & 8' DIA. (2 QTY.) CEILING FINISH CONT'DTAG HILL / VALLEY SECTION EXPOSED STRUCTURE. SIZE: - FINISH: SATIN - UNLESS NOTED OTHERWISE PATTERN: - TRANSITION EDGE :11'-0" TYP. A.F.F. LOCATION: SEE SECTIONS AND RCP FIELD COLOR: SHERWIN WILLIAMS PEPPERCORN SW 7674, VERIFY WITH OWNER NOTE: NO PAINT LINE IN THE EVENT CENTER. WALL PAINT FULL HEIGHT. COLOR TRANSITION STARTS AT DECK. 1' - 6 " SUSPENDED ARMSTRONG OR APPROVED EQ. SIZE: 4'X6' MODEL # 6258 & MODEL # 6259 STYLE: SOUNDSCAPE CANOPIES PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: PER MFR. ANGLE: SEE PLANS LOCATION: ADL FIELD COLOR: STONE, VERIFY WITH OWNER. EDGE TRIM: PER MFR. ACCENT COLOR: TBD CEILING FINISH CONT'DTAG GYPSUM BD. SUSPENDED UNLESS NOTED OTHERWISE. SIZE: (> 30') OR (900 S.F.) ADD CONTROL JOINT FINISH: MATTE - UNLESS NOTED OTHERWISE PATTERN: - EDGE: PER MFR. RECOMMENDATION ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: SW 7015 REPOSE GRAY EDGE TRIM: - ACCENT COLOR: TBD CU R V A T U R E 6 5 / 8 " M A X 4 3 / 4 " 1'-6" 10'-0" 11'-2" HILL VALLEY HILLHILL VALLEY WALL FINISH LEGENDTAG MASONRY SEE EXTERIOR ELEVATIONS. FINISH: SEALED COLOR: MATCH EXTERIOR TEXTURE: HONED ON INTERIOR SMOOTH INT. / SPLIT FACE EXT. GROUT JOINT: RAKED LOCATION: SEE PLANS FIELD PAINT SHERWIN WILLIAMS OR APPROVED EQ FINISH: EGGSHELL COLOR: SW 7015 REPOSE GRAY TEXTURE: NA LOCATION: ALL WALLS SEE ACCENT LOCATION ACCENT PAINT SHERWIN WILLIAMS OR APPROVED EQ FINISH: EGGSHELL COLOR: SW 6505 ATMOSPHERIC TEXTURE: NA LOCATION: SEE PLANS NOTE: -TILE, GROUT JOINTS IN WALL SHALL ALIGN WITH THOSE IN FLOOR. -INSTALL ALL TILE ACCORDING TO TCNA GUIDELINES INCLUDING UNCOUPLING MEMBRANE AND MOVEMENT JOINTS AS REQUIRED. WALL COVERING PER OWNERS REP. FINISH: NA COLOR: NA TEXTURE: NA LOCATION: WALL FINISH CONT'DTAG FIELD TILE DAL TILE OR APPROVED EQ. STYLE: UNITY ANGLE: 90, VERTICAL SIZE: 12x24 PATTERN/ INSTALL: VERTICAL, 33% OFFSET LOCATION: ALL RESTROOM TRANSITION: SCHULTER OR APPROVED EQ. FIELD COLOR: ASHGREY P405 GROUT MAPEI: (1/8") COLOR: 107 IRON ACCENT TILE DAL TILE OR APPROVED EQ. STYLE: IRONCRAFT ANGLE: 90, VERTICAL SIZE: RANDOM PATTERN/ INSTALL: RANDOM INTERLOCKING LOCATION: SHOWER TRANSITION: SCHULTER OR APPROVED EQ. FIELD COLOR: IC17 GREY BLACK BLEND GROUT MAPEI: (1/8") COLOR: 09 GRAY ACCENT TILE DAL TILE OR APPROVED EQ. STYLE: UNITY ANGLE: - SIZE: 12x24 INSTALLATION PATTERN: STACKED LOCATION: ALL DRINKING FOUNTAINS TRANSITION: SCHULTER OR APPROVED EQ. FIELD COLOR: ASHGREY P405 GROUT MAPEI: (1/8") COLOR:107 IRON ACCENT PAINT SHERWIN WILLIAMS OR APPROVED EQ FINISH: EGGSHELL COLOR: SW 6422 SHAGREEN TEXTURE: NA LOCATION: SEE PLANS ACCENT PAINT SHERWIN WILLIAMS OR APPROVED EQ FINISH: EGGSHELL COLOR: SW 6400 LUCENT YELLOW TEXTURE: NA LOCATION: SEE PLANS GLASS PER WINDOW SCHEDULE FINISH: DARK BRONZE COLOR: PER SCHEDULE TEXTURE: NA LOCATION: PER PLAN STOREFRONT INTERIOR GLAZING WALL FINISH CONT'DTAG PAINTING NOTES: 1. ALL HOLLOW METAL FRAMES AND EXPOSED STRUCTURAL STEEL MEMBERS TO BE PAINTED TO MATCH BUILDING STANDARDS, IN SEMI-GLOSS ALKYD ENAMEL. 2. ALL WALLS TO BE PAINTED FIELD PAINT, IN LATEX EGGSHELL, UNLESS NOTED OTHERWISE. 3. ALL GYP. DB. CEILING IN RESTROOMS TO BE PAINTED SHERWIN WILLIAMS 7007. CEILING BRIGHT WHITE,WITH MATTE FINISH UNLESS NOTED OTHERWISE. 4. ALL EXPOSED STRUCTURAL STEEL MEMBERS AND DECKING ABOVE CEILING HEIGHT TO BE PAINTED SHERWIN WILLIAMS "PEPPERCORN SW 7674" IN SATIN. EXPOSED MECHANICAL, ELECTRICAL AND PLUMBING LINES NOT TO BE PAINTED, LABEL THE LINES. VERIFY WITH ARCHITECT BEFORE PAINTING. C1 C2 C3 C4 C5 C6 C7 C8 W1 W2 W3 W4 W5 W6 W7 W8 W9 W11 F1 F2 F3 F5 F4 F6 F7 F8 F10 F9 F11 F12 F13 F14 B1 SUSPENDED CLOUD ARMSTRONG OR APPROVED EQ. SIZE: 48" DIA. STYLE: SOUNDSCAPE CIRCLE CLOUD PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: PER MFR. ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: SW 7015 REPOSE GRAY EDGE TRIM: WHERE EXPOSED AXIOM 4" ACCENT COLOR: TBD SOFFIT QUALITY EDGE, OR APPROVED EQ. SIZE: HD3 - (5") STYLE: HIDDEN FASTENER PATTERN: (MULTI-TONE) EDGE TRIM: 3" VERIFY W/ MANUFACTURER ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: 481 DRIFTWOOD 1' - 6 " HILL VALLEY 1'-0" VERIFY WITH PLAN TYP. W10 ACCENT TILE CONTEMPO OR APPROVED EQ. STYLE: HAMPTONS ANGLE: - SIZE: 3X12 INSTALLATION PATTERN: 1/3 OFFSET LOCATION: BACK SPLASH TRANSITION: SCHULTER OR APPROVED EQ. FIELD COLOR: WHIGHT, MATTE GROUT MAPEI: (1/8") COLOR: 00 WHITE PORCELAIN TILE DALTILE OR APPROVED EQ STYLE: IMAGICA ANGLE: NA SIZE: 6" x 12" PATTERN / INSTALL: COVE BASE LOCATION: TRANSITION FROM GYP TO FLOOR TRANSITION: BY MANUFACTURER FIELD COLOR: HAZE B2 (4 " ) (6 " ) CEILING FINISH CONT'D C9 SUSPENDED CLOUD SIZE: 8" STYLE: RECLAIMED BARNWOOD PATTERN / HEIGHT:VARIES EDGE: 3X3 STEEL ANGLE WITH CLEAR COAT LOCATION: EVENT CENTER FIELD COLOR: NATURAL FRP PER SCHEDULE FINISH: SMOOTH COLOR: WHITE TEXTURE: SMOOTH LOCATION: JANITOR SINKS SIZE 4'-3" TALL 4'-0" WIDE W12 TY P . 6' - 0 " 8" TYP. 6'-0" 3" 1 1 1 WALL ASSEMBLY THERMALLY BROKEN STOREFRONT ASSEMBLYNOTE: 1/2" CORIAN SILL WITH EASED EDGES STUD FURRING. PAINTED 5/8" GYP. BD. F.V. VARIES NEW CONT. CLEAR CAULK ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 7 : 1 0 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 FINISH PLAN LEGEND A1.1e 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.19.2023 Addendum 1 1 scale:1 1/2" = 1'-0"A1.1e 1 WINDOW SILL 1 • VERTICAL MTL. SIDING, • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 2x4 WD. STUD FURRING, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X8 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • EX-2A EXTERIOR INTERIOR • (7.2 RIB) REVERSE ROLLED METAL SIDING, • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 2x4 WD. STUD FURRING, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • • (7.2 RIB) REVERSE ROLLED METAL SIDING, • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 2x6 WD. STUD FURRING, AIR GAP • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • EX-2C EXTERIOR INTERIOR EX-2D EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EX-2B EXTERIOR INTERIOR EX-2E EX-2F EX-2G EX-2H EX-2J EX-2K EX-2L EX-2M • HIGH IMPACT 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT • LIQUID APPLIED AIR / MOISTURE BARRIER, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • • (7.2 RIB) REVERSE ROLLED METAL SIDING, • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 8" CMU, SEALED, SEE STR. (NOTE: HONED AT EXPOSED INTERIOR) • 3-5/8" MTL. STUD, FURRING w/ (R-13) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT, OVER • 8" CMU, SEALED, (NOTE: HONED WHERE EXPOSED ON INTERIOR) • 3-5/8" MTL. STUD, FURRING w/ (R-13) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT, OVER • 8" SMOOTH-FACED CMU, SEALED, TOP HEIGHT ABOVE LEVEL 1 22'-0" A.F.F. (SEE ELEV.) (HONED WHERE EXPOSED ON INTERIOR) ABOVE MASONRY • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT OVER, • LIQUID APPLIED AIR / MOISTURE BARRIER OVER, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS ,OVER • 2X4 WD. STUD, RAISED WALL WITH (E.I.F.S.) • VERTICAL MTL. SIDING 3'-2" A.F.F., OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • 1/2" EXTERIOR SHEATHING, OVER • 2X4 WD. STUDS FURRING, • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT, OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, OVER • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT, • LIQUID APPLIED AIR / MOISTURE BARRIER, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • • (7.2 RIB) REVERSE ROLLED METAL SIDING, OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • 2.6" HUNTER Xci PLY 5/8", OR APPROVED EQUAL. (R-12) • 8" CMU, SEALED, (NOTE: HONED WHERE EXPOSED ON INTERIOR) • 3-5/8" MTL. STUD, FURRING w/ (R-13) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • EX-2N EXTERIOR INTERIOR • (7.2 RIB) REVERSE ROLLED METAL SIDING, OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • 2.6" HUNTER Xci PLY 5/8", OR APPROVED EQUAL. (R-12) • 8" CMU, SEALED, (NOTE: HONED WHERE EXPOSED ON INTERIOR) ? WALL LEGENDEX- VISUAL REFERENCE NOTE: INTERIOR PARTITION WALL TYPE ON SHEETS A1.5a /A1.5b WINDOW TYPE AND SCHEDULE ON SHEETS A2.3 / A2.4 DOOR TYPE AND SCHEDULE ON SHEETS A7.1 / A7.2 ? EX-2R EXTERIOR INTERIOR EX-2S EXTERIOR INTERIOR EX-2P EXTERIOR INTERIOR EX-2Q EXTERIOR INTERIOR • 8" SPLIT-FACED CMU, SEALED, (HONED WHERE EXPOSED ON INTERIOR) • 6" MTL. STUD, FURRING FULL HEIGHT w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 7 : 1 2 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 2) EXTERIOR WALL LEGEND A1.2 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION UPUPUP UPUP 1 A3.1 1 A3.1 1 A3.2 1 A3.2 3 A4.5 2 A3.1 2 A3.1 A2.2 1 A2.1 1 A2.2 2 A2.13 2 A4.4 5 A4.4 2 A3.2 2 A3.2 2 A4.5 4 A4.5 5 A4.2 1 A4.5 1 A4.5 24'-4"4"23'-1"4"16'-11"4"23'-5"8'-3"4'-3"16'-1"6'-4" STAIR 206 UNISEX 203 LOUNGE 201 MENS 209 WOMENS 208 STORAGE 231 SPEECH 1 233 SPEECH 7 229 SPEECH 15 214 SPEECH 3 232 SPEECH 4 230 SPEECH 5 228 SPEECH 6 226 SPEECH 8 227 SPEECH 13 217 SPEECH 12 219 SPEECH 9 225SPEECH 10 223 SPEECH 11 222 CONSTRUCTION / CRAFT ZONE 220 OT /PT TREATMENT 218 SPEECH 16 216 OT /PT TREATMENT 213 STORAGE 211 STAIRS 224 MEZZANINE 212 STOR. 221 EVENT FAMILY 202 EVENT FAMILY 204 SPEECH 2 234 SPEECH 14 215 UNISEX STAFF R.R. 210 MOTHERS RM. 207 HALLWAY 235 7' - 3 " 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 4.5 7.8 7.8 E.7 E.7 2.4 2.4 6.3 6.4 6.4 7.2 7.26.65.6 3 A3.2 3 A3.2 3 A3.1 3 A3.1 5 A4.1 4' - 0 " 230A228A226A 223A 222A 231A 216A218A 211 232A 213A 215A 228B 230B 232B226B 218B 216B 225A 217A219A 225B 219B 217B 229A 233A 213B 234A 234B 208 205 229B 214A 214B 210 215B 203 222B 207 201 221 202 227B 227A 224 206 223B 209 220 231B 233B 204JAN. 205 A2.01 2 A2.0 2' - 1 1 " 6'-6"11'-10"12'-0" 12'-4"1'-6"8'-6"8'-4" 1'-10" 2'-8"2'-9" 5' - 0 " 2' - 5 " 6' - 7 " 6' - 7 " 2' - 5 " 5' - 0 " 12 ' - 0 " 8' - 9 " 2' - 6 " 5'-0"7'-7 1/2" EX-2A EX-2M EX-2G EX-2N EX-2N EX-2A EX-2B EX-2C EX-2D EX-2D EX-2E EX-2F EX-2J EX-2J EX-2L EX-2L EX-2G 30'-8"9'-1"2'-6"9'-4"2'-6" 4" 9'-0"2'-6"5'-5" 4" 7'-0" 8' - 0 " 3' - 1 " 5' - 0 " 21 ' - 1 1 " 7' - 6 " 6' - 0 1 / 2 " 5' - 1 1 " 5' - 0 " 4" 1' - 9 " 11 ' - 1 " 6' - 3 " 4' - 5 " 4' - 2 " 10 ' - 0 " 3' - 3 1 / 2 " 11 ' - 1 " 1' - 2 " 2' - 0 " 5' - 5 " 6' - 8 1 / 2 " 6' - 0 1 / 2 " 6' - 2 1 / 2 " 3' - 5 1 / 2 " 4' - 8 " 4 1 / 2 " 6' - 2 " 7' - 1 0 " 2' - 0 " 14 ' - 0 " 14 ' - 0 " 5' - 1 0 " 5' - 0 " 11'-1"11'-1"11'-1"11'-1"11'-5 1/2" 1'-4"4'-8"5'-5 1/2"2'-5"4'-8"3'-7"3'-6"4'-8"2'-6"4'-7"4'-8"1'-5"5'-8"4'-8"4" 5' - 1 1 " 5' - 0 " 5' - 0 " 5' - 1 1 " 5' - 0 " 5' - 1 1 " CLEAR 5'-0"11'-7"11'-10"11'-10"5'-5"3'-5"14'-1"14'-1" 9'-8"11'-10"9'-2"11'-7"11'-10"11'-10"5'-5"12'-3 1/2"5'-8 1/2"5'-9"7'-10" 11'-5" 3'-1 1/2" 5'-0"9'-11 1/2" 2'-6"2'-6"2'-6" 5" 4' - 8 " 4 1 / 2 " 2'-6" 2'-6" 2' - 0 " 5' - 0 " 2'-6" 2'-6" 2'-6" 2'-0"4'-8"2'-8" 4' - 8 " 8' - 0 " 3' - 4 " 4' - 0 " 3' - 4 " 8' - 0 " 4'-8"8'-0"4'-8" EX-2F EX-2F EX-2K EX-2KEX-2K EX-2K 5' - 0 " 8'-7" EX-2A EX-2G EX-2G EX-2A A1.2b SEE SHEET 2'-6" 2'-6" 6' - 7 " 2' - 0 " 5' - 5 " 1' - 3 " 9'-3" 2'-6" EX-2K 30'-6 1/2"7'-0" 17 ' - 8 " 1' - 1 1 1 / 2 " 8' - 8 " 8' - 0 " 8' - 8 " 2' - 4 " EQ EQ 19'-8" MASONRY 17'-4" IN MASONRY OPENING 7'-4" MASONRY 34'-8" IN MASONRY OPENING 6'-0" MASONRY 6'-8" 10'-0"10'-0" 10'-0"10'-0" 1.3 1.3 7.7 7.7 F.9 F.9 F.2 F.2 F.8 F.8 F.7 F.7 A.3 B.3 B.3 1.8 5'-0" 5' - 0 " 5' - 1 1 " 8'-8"4'-0"8'-8"4'-0"8'-8"4'-0"8'-8"4'-0"8'-8"4'-0"8'-8" 12'-8"15'-4"16'-8"12'-8"14'-8" 4'-0" 8" 4" 5' - 1 " 16'-0"4'-0"2'-0"8'-8"4'-0"10'-8"4'-0"4'-0" 6'-0" 200 GENERAL LEGEND 1. INTERIOR DIMENSIONS ARE TO FINISH FACE OF WALL MATERIAL & CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. 2. EXTERIOR DIMENSIONS ARE FROM FINISH FACE OF EXTERIOR SHEATHING TO FINISH FACE OF EXTERIOR SHEATHING AND AT FINISH FACE OF OPENINGS MATERIAL, UNLESS NOTED OTHERWISE. 3. A MINIMUM OF 5% OF THE LOCKERS BEING PROVIDED WILL BE ACCESSIBLE PER IBC SECTION 1109.9.THE ACCESSIBLE LOCKER(S) SHALL BE LOCATED WITHIN THE ACCESSIBLE REACH RANGES OUTLINED IN SECTION 308 OF ICC A117.1-09 (15 TO 48- INCHES). THIS INCLUDES ALL FEATURES AND ELEMENTS OF THE LOCKER (I.E. LOCK, SHELVES, HOOKS, ETC.). THE OPERABLE PARTS FOR THE LOCKER, AND LOCK IF PROVIDED, SHALL BE ACCESSIBLE AND COMPLY WITH SECTION 309 OF ICC A117.1-09. 4. INTERIOR PARTITIONS TO BE FULL HEIGHT. UNLESS NOTED OTHERWISE. 5. THE WORK SHALL CONFORM TO REQUIREMENTS OF APPLICABLE LOCAL, STATE, AND FEDERAL BUILDING CODES AND AGENCIES HAVING JURISDICTION OVER THE VARIOUS PHASES OF THE WORK. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING WORK AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES. 7. PROVIDE FULL HEIGHT 5/8" CEMENT BACKER BOARD AT TOILET AND JANITOR ROOMS, AND AT WALLS TO RECEIVE TILE UNLESS NOTED OTHERWISE. 8. PROVIDE AND INSTALL SOUND DAMPENING INSULATION AT ALL PERIMETER METAL STUD WALLS OF RESTROOMS AND MECHANICAL ROOMS. EXTEND PARTITION WALLS TO UNDERSIDE OF DECK. 9. REFER TO NOTED FLOOR PLANS AND CODE ANALYSIS FOR FIRE-RATED WALLS. PROVIDE SOLID BACKING FOR ALL FIRE-RATED SHUTTERS IN WALL CAVITIES. 10. PROVIDE AND INSTALL THERMAL BATT INSULATION AT INTERIOR PARTITION WALLS ADJOINING AIR CONDITIONED AREAS WITH NON-AIR CONDITIONED AREAS. 11. REFER TO ACCESSIBILITY STANDARDS SHEETS FOR ACCESSIBILITY REQUIREMENTS. THE WORK SHALL CONFORM TO LOCAL, STATE, AND FEDERAL ACCESSIBILITY REQUIREMENTS. 12. ACCESSIBLE RESTROOMS SHALL CONFORM TO LOCAL, STATE AND FEDERAL ACCESSIBILITY REQUIREMENTS. 13. CONTRACTOR SHALL PROVIDE BLOCKING WHERE REQUIRED FOR TOILET ACCESSORIES. 14. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER CONNECTIONS OF THE EQUIPMENT. THE CONTRACTOR SHALL COORDINATE W/ OWNER'S VENDORS FOR ITEMS REQUIRING HOOK-UPS. 15. CONTRACTOR SHALL PROVIDE (3) 4'-0" x 8'-0" x 3/4" THICK A-C GRADE PAINTED PLYWOOD PANEL BOARDS FOR COMMUNICATION AND DATA EQUIPMENT. LOCATION TO BE DETERMINED BY ARCHITECT. 16. GENERAL CONTRACTOR SHALL SECURE AND PAY FOR BUILDING PERMITS, APPLICATIONS FEES, SERVICE FEES, GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK. 17. PAINT EXPOSED CONDUIT, PIPING, BUILDING COMPONENTS, ACCESSORIES, DUCTWORK AND PIPING RACEWAY ACCESSORIES AT ROOMS NOTED AS "PAINT EXPOSED STRUCTURE"UNLESS NOTED OTHERWISE. PROVIDED VISABLE LABELS FOR EACH WIRE AND/OR PIPES, WHO'S IDENTIFICATION IS COVERD OR HIDDEN. 18. PAINT VISIBLE CONDUIT, PIPING, BUILDING COMPONENTS, ACCESSORIES, DUCTWORK AND PIPING RACEWAY ACCESSORIES ABOVE RETURN AIR GRILLS WHEN RETURN AIR PLENUM IS DESIGNED. 19. HOLLOW METAL DOORS AND FRAMES SHALL BE PAINTED TO MATCH ADJACENT WALL, BOTH SIDES, UNLESS NOTED OTHERWISE .TYP. 20. PROVIDE 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP., AT WALLS INDICATED AND SPECIFIED. DIMENSIONS EXTERIOR DIMENSIONS INTERIOR EXTERIOR FINISH MATERIAL IF WALL IS GREATER THAN 30' (900 S.F.) ADD CONTROL JOINT (USG 093 OR APPROVED EQUAL) AT COLUMN INTERIOR DIM. REF: PLAN VARIES ? EXTERIOR WALL TYPE ON PREVIOUS SHEET INTERIOR PARTITION WALL TYPE ON SHEETS A1.5a /A1.5b WINDOW TYPE AND SCHEDULE ON SHEETS A2.3 / A2.4 DOOR TYPE AND SCHEDULE ON SHEETS A7.1 / A7.2? VISUAL REFERENCE TYPE GENERAL NOTES ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 7 : 2 0 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 2) DIMENSION FLOOR PLAN A1.2a 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION 0"1/2"1"2"4" 0'4'8'16'32'8' 1" scale:1/8" = 1'-0"A1.2a 1 LEVEL 2- FLOOR PLAN # DATE DESCRIPTION UPUPUP UPUP 1 A3.1 1 A3.1 1 A3.2 1 A3.2 3 A4.5 2 A3.1 2 A3.1 A2.2 1 A2.1 1 A2.2 2 A2.13 2 A4.4 5 A4.4 2 A3.2 2 A3.2 2 A4.5 4 A4.5 5 A4.2 1 A4.5 1 A4.5 STAIR 206 UNISEX 203 LOUNGE 201 MENS 209 WOMENS 208 STORAGE 231 SPEECH 1 233 SPEECH 7 229 SPEECH 15 214 SPEECH 3 232 SPEECH 4 230 SPEECH 5 228 SPEECH 6 226 SPEECH 8 227 SPEECH 13 217 SPEECH 12 219 SPEECH 9 225 SPEECH 10 223 SPEECH 11 222 CONSTRUCTION / CRAFT ZONE 220 OT /PT TREATMENT 218 SPEECH 16 216 OT /PT TREATMENT 213 STORAGE 211 STAIRS 224 MEZZANINE 212 STOR. 221 EVENT FAMILY 202 EVENT FAMILY 204 SPEECH 2 234 SPEECH 14 215 UNISEX STAFF R.R. 210 MOTHERS RM. 207 HALLWAY 235 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 4.5 7.8 7.8 2.4 2.4 6.3 6.3 6.4 7.2 7.2 6.6 6.6 5.6 5.6 3 A3.2 3 A3.2 3 A3.1 3 A3.1 5 A4.1 A2.01 2 A2.0 09.22 11.19 10.23 08.22 08.23 11.06 11.10 12.26 11.27 12.04 22.11 11.07 06.01 23.03 11.0711.07 11.10 12.03 230A228A226A 223A 222A 231A 216A 218A 211 232A 213A 215A 228B 230B 232B226B 218B 216B 225A 217A219A 225B 219B 217B 229A 233A 213B 234A 234B 208 205 229B 214A 214B 210 215B 203 222B 207 201 221 202 227B 227A 224 206 223B 209 220 231B 233B 204 212 10.05 10.23 23.03 05.04 05.04 09.23 09.23 11.15 FA4 MA8 FB2 SJ8 SK6 FB2 FB2 SK4SK6 SL8 SL6 SL6 SK6 FB4 FT6SM4 FB4 FT2 SN4 FA4 FT6 SD4 FT4 08.08 SC4 SB4SB4SB4SA4 SB4 SE6 S08 SK8 RA4 SN4 RA4 RA6 RA4 09.22 08.06 11.12 22.2022.11 10.05 08.02 08.02 04.12 22.02 22.03 22.11 11.12 SA6 FB4 SC4SC4 SC4 SA4 SA8 SA4 SC4 SC4 SC4 SB4SB4 SB4SB4 SA4 SB4 SB8 SC4 SC4 SC4 SB4 SB6 SB4 SB4 SB4 SB4 SC4 SC4 FA4 SC4 SC4 SC4 SC4 SB6 SB6 SB4 SD4 SA4 SA4 SC4 08.08 08.08 08.06 08.08 SB4 SB4 SB4 SA4 SA6 SB4 SB4 SB4 SF4 11.07 SE4 11.07 08.01 08.01 09.19 09.19 09.23 08.01 08.15 08.06 11.12 26.16 07.32 SE6 SE6 08.01 08.01 08.01 09.26 FA4 FT4 SJ6 A6.1 1 Sim A6.2 6 FB414.01 09.19 08.01 09.02 09.02 1.3 1.3 7.7 7.7 F.9 F.9 F.2 F.2 F.8 F.8 F.7 F.7 A.2 A.2 A.3 A.3 1.8 6' - 0 1 / 2 " 06.26 06.2606.26 SA4 SK6 SA4 SA4 FA2 07.19 09.19 6'-9"6'-9"6'-9" SILL SILL SILL 09.1909.19 08.01 08.01 05.33 MB8 10.25 23.04 07.52 07.20 200 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 7 : 4 1 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 2) KEYNOTE FLOOR PLAN A1.2b 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 0"1/2"1"2"4" 0'4'8'16'32'8' 1" scale:1/8" = 1'-0"A1.2b 1 LEVEL 2- FLOOR PLAN # DATE DESCRIPTION 05. METALS 05.04 STRUCTURAL SUPPORT, SEE STRUCTURAL DRAWINGS. 05.33 CAP ENDS OF TUBE STEEL, GRIND ALL WELDS SMOOTH PRIME AND PAINTED. 04. MASONRY 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 06. WOODS & PLASTICS 06.01 SHEATHING, REFER TO STRUCTURAL DRAWINGS. 06.26 1-1/2" EIFS OVER, WRB. OVER, EXTERIOR SHEATHING OVER, 2x WOOD STUD FURRING WITH 2X4" STUD FRAMING FULL HEIGHT TO JOIST ABOVE. WHERE APPLICABLE, ALIGN FACE OF SHEATHING WITH FACE OF MASONRY FOR CONTINUATION OF EXTERIOR FINISH. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.02 FIRE-FRAMES HEAT BARRIER STOREFRONT SYSTEM WITH DOOR, (TGP OR APPROVED EQUAL) 1hr (60MIN.) ASSEMBLY MEETS ASTM E119 OR UL 263 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 08.08 INTERIOR TEMPERED BUTT GLASS SYSTEM ALUMINUM FINISH. COLOR TO MATCH EXTERIOR MULLIONS (DARK BRONZE) (FALKBUILT OR APPROVED EQUAL), WITH CLEAR ACOUSTICAL CAULK. WALLS ABOVE TO BE FULL HEIGHT AND INSULATED WHERE APPLICABLE. 08.15 INTERIOR BUTT GLASS SYSTEM ALUMINUM FINISH. COLOR TO MATCH EXTERIOR MULLIONS (DARK BRONZE) (FALKBUILT OR APPROVED EQUAL), WITH CLEAR ACOUSTICAL CAULK. 08.22 3"-0" X 3'-0" ROOF ACCESS HATCH. SEE SPECS AND DETAILS 3,4,5/A8.3. FOR MORE INFORMATION. 08.23 36" X 36" ATTIC ACCESS PANEL WITH VENT AND HEAVY MESH BUG SCREEN, WB EST 1400 (WILLIAMS BROTHERS OR APPROVED EQAUL). PAINTED TO MATCH EIFS. MOUNTING HEIGHT TO BE 18" MIN. ABOVE ROOF MEMBRANE, 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.19 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. 09.22 PAINTED 5/8" GYP. BD. ADHERED TO WALL. SEE FINISH SCHEDULE. 09.23 PROVIDE 7/16" OR 1-3/16" "SCHIENE-STEP" EDGE TRANSITION. FIELD VERIFY CONDITION FOR SIZE. (SCHLUTER OR APPROVED EQUAL) GC. TO PROVIDE PHYSICAL SAMPLES FOR ALTERNATE EDGE CONDITION. 09.26 FINISH FLOOR, SEE FINISH PLAN; OVER 1 1/2" GYPCRETE OVER FLOOR DECKING. 10. SPECIALTIES 10.05 TOUCHLESS PAPER TOWEL DISPENSER/WASTE RECEPTACLE, MODEL B-3974 AND POWER SUPPLY AC ADAPTER PART NO. 3974-57 (BOBRICK OR APPROVED EQUAL) PROVIDED AND INSTALL BY CONTRCTOR VERIFY WITH OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE POWER REQUIREMENTS AND EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.23 AUTOMATIC TOWEL DISPENSER - GEORGIA PACIFIC "ENMOTION" OR APPROVED EQUAL. PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. 11. EQUIPMENT 11.06 CONTRACTOR TO VERIFY WITH OWNERS REP. FOR FURNITURE OR EQUIPMENT, CONTRACTOR TO INSTILL AS REQUIRED. VERIFY SIZE & ELECTRICAL AND/OR PLUMBING REQUIREMENTS W/ OWNER. 11.07 18" ADJUSTABLE SHELVING, MELAMINE ON 3/4" PARTICLE BOARD, SELF-EDGED ON PROVIDE K-V BRACKETS, WHERE INDICATED TYP. - PROVIDE 6 SHELVES. 11.10 FURNITURE AND EQUIPMENT, N.I.C., TYP. 11.12 DASHED LINES REPRESENTS OWNER PROVIDED FURNITURE OR EQUIPMENT, VERIFY SIZE REQUIREMENTS W/ EQUIPMENT PROVIDER. 11.15 18" ADJUSTABLE SHELVING, MELAMINE ON 3/4" PARTICLE BOARD, SELF-EDGED ON PROVIDE K-V BRACKETS, WHERE INDICATED TYP. - IN ROOMS WHERE MOISTURE IS PRESENT, PRIME AND PAINT ALL EDGES AND SURFACES THAT ARE EXPOSED. 11.19 FIREPLACE, SEE PLUMBING AND MECHANICAL DRAWINGS. VERIFY WITH MFR. FOR WALL THICKNESS AND MOUNTING HEIGHTS. 11.27 10" ADJUSTABLE SHELVING, MELAMINE ON 3/4" PARTICLE BOARD, SELF-EDGED ON PROVIDE K-V BRACKETS, WHERE INDICATED TYP. - PROVIDE 5 SHELVES. 12. FURNISHINGS 12.03 PROVIDE PLASTIC LAMINATE COUNTERTOP, COLOR: AS SELECTED BY OWNER. 12.04 PLASTIC LAMINATE CABINETRY, SEE FINISH SCHEDULE - PROVIDE TOEKICK MATERIAL TO MATCH BASE CABINET, TYP. 12.26 SWING TABLE 8'-0" DIA. ROUND OR RECTANGLE VERIFY WITH OWNER. CUSTOM HEIGHT FOR KIDS, DUFFY LONDON OR APPROVED EQUAL. 14. CONVEYING EQUIPMENT 14.01 ELEVATOR, 3100 MRL 3000 lb. FRONT LEFT OPENING, WITH KEY CARD ACCESS. (SCHINDLER OR APPROVED EQUAL). 22. PLUMBING 22.02 FLOOR SINK / FLOOR TROUGH, SEE PLUMBING DRAWINGS. 22.03 FLOOR MOUNTED JANITOR SERVICE SINK. WET WALLS ARE TO HAVE TILE WAINSCOTING 4'-0" A.F.F. REFER TO PLUMBING DRAWINGS. 22.11 HAND WASH SINK, SEE PLUMBING DRAWINGS. 22.20 DRINKING FOUNTAIN, (ELKAY) HIGH LOW WITH BOTTLE FILLER, SEE PLUMBING DRAWINGS. 07. THERMAL & MOISTURE PROTECTION 07.19 R-13 BATT INSULATION IN 3-5/8" METAL STUD WALL CAVITY. 07.20 R-36 CLOSED CELL SPRAY FOAM (2 LBS/PER CUBIC FT). 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.52 COVER BOARD, OVER POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING. 23. HVAC 23.03 MECHANICAL SHAFT, SEE MECHANICAL. 23.04 MECHANICAL EQUIPMENT, SEE MECHANICAL. 26. ELECTRICAL 26.16 SUSPENDED DECORATIVE LIGHT FIXTURE. 74700D-5 SWITCH, EUREKA LIGHTING OR APPROVED EQUAL, SEE ELECTRICAL. 1 A3.1 1 A3.1 1 A3.2 1 A3.2 3 A4.5 2 A3.1 2 A3.1 A2.2 1 A2.1 1 A2.2 2 A2.13 2 A4.4 5 A4.4 2 A3.2 2 A3.2 2 A4.5 4 A4.5 5 A4.2 EQ EQEQEQ EQ EQ EQ EQ EQ EQ EQ EQ 2' - 0 " 4' - 0 " 2' - 0 " EQ EQ EQ EQ EQ EQEQEQ EQ EQ 2' - 6 " EQ EQ EQ EQ 1'-2" 2'-0" EQ EQ EQ EQ 4'-6"8'-10"8'-10"4'-6" 8' - 8 " 10 ' - 0 " 4' - 4 " 4' - 4 " 4' - 4 " 1'-8"3'-4" EQ EQ EQEQ 1' - 0 " 3' - 0 " 3' - 0 " 4'-0"4'-2"4'-2"4'-2"4'-2" 4'-2" 1 1 2 2 3 3 4 4 5 5 6 6 7 7 AA B B C C D D EE F F 4.5 3 A3.2 3 A3.2 3 A3.1 3 A3.1 5 A4.1 2'-0" 2'-0" 6'-8" 2' - 6 " 2' - 6 " 6' - 6 1 / 2 " 6' - 6 1 / 2 " 2' - 6 " EQ EQ 4'-6"6'-0"6'-0"6'-0" 2' - 6 " 4' - 4 " 4' - 4 " 4' - 5 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 4' - 6 " 3' - 0 " 4' - 2 " 3' - 0 " 07.10 26.10 26.06 11'-0" 11.04 11.03 07.10 09.11 26.04 08.1309.06 11.04 10'-0" 13'-2 3/4" 8'-6" 09.04 8'-6"8'-6" A.F.F. C1 10'-0" A.F.F. C1 10'-0" A.F.F. C1 9'-0" A.F.F. C3 11'-0" A.F.F. C1 10'-0"A.F.F. C1 10'-0"A.F.F. C1 10'-0"A.F.F. C1 10'-0"A.F.F. C1 10'-0" A.F.F. C1 9'-0"A.F.F. C1 9'-0" A.F.F. C2 8'-6" A.F.F. C2 8'-6" A.F.F. C1 9'-0" A.F.F. C1 9'-0"A.F.F. C1 9'-0"A.F.F. C1 9'-0" A.F.F. C1 9'-0"A.F.F. C1 9'-0" A.F.F. C1 9'-0"A.F.F. C1 9'-0"A.F.F. C1 9'-0" A.F.F. C2 8'-6" A.F.F. C1 9'-0" 09.05 A.F.F. C3 11'-0" 09.25 09.04 1'-6"3'-3"1'-6" 6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0" 4'-10"3'-4" 3'-4"8'-0"8'-0"8'-0"3'-4" 3'-4"8'-0"8'-0"8'-0"3'-4" 1'-5" 1' - 6 1 / 2 " 3' - 1 " 3' - 1 " 3' - 1 " 1' - 6 1 / 2 " 8'-6" 8'-6" 11'-10" 26.04 11.04 05.04 8'-6" A.F.F. C1 10'-0" 1' - 4 " 2' - 7 1 / 2 " 4' - 2 " EQ EQ 4'-4"3'-11 1/2" 26.16 4'-0"4'-8"4'-2"4'-6" 4' - 4 " 4' - 4 " 4'-6"8'-10"8'-10"4'-6" 4'-8"4'-2" 2'-4"6'-0"6'-0"6'-0"6'-0"2'-1 1/2" 2' - 6 " 6' - 0 " 6' - 0 " 26.08 26.08 10'-0" 22'-0" 22'-0" 8'-6"8'-6" 8'-6"8'-6" 25'-3" 25'-3" 07.10 07.10 4' - 8 " 2'-0" 1'-2" 2' - 6 " 2' - 2 " EQ EQ EQ EQ EQ EQ 8'-0" 09.04 8'-0" 2'-0" 3'-7" 2'-2" EQ EQ 2' - 6 " 3' - 8 " 5' - 0 " 2' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 4' - 1 " EQ EQ 8'-6"8'-6"8'-6" 10'-0" 9'-6" 3'-2"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"2'-1" 26.04 11.04 11.04 26.10 26.04 26.05 15 ' - 3 " 2' - 0 " EQ EQ 1' - 8 " 11 ' - 1 1 " 1' - 8 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 6' - 1 1 / 2 " 09.09 5'-5 1/2"12'-0"12'-0"12'-0"12'-0"12'-0"5'-5 1/2" 6' - 1 1 / 2 " 12 ' - 0 " 12 ' - 0 " 6' - 0 " 09.09 22.09 26.04 11.03 07.10 2' - 6 " 2'-8 1/2"8" 8" 2'-8" EQ EQ 2'-0 1/2" 3'-5 1/2"4'-8"2'-0" 3" 2' - 2 " 8' - 8 " 8' - 0 " 8' - 8 " 2' - 4 " EQ EQ EQ EQ 2'-4"12'-8"12'-8"12'-8"12'-8"12'-8"2'-4" 7' - 4 " 4' - 4 " 2' - 2 " 2' - 2 " 4'-2"4'-2"4'-2"4'-2"4'-2"4'-2"4'-2"1'-3" 8'-0" 10'-0" 1' - 0 " 22.10 05.08 11.18 26.04 10'-0"10'-0" 10'-0"10'-0" A.F.F. C1 9'-0" A.F.F. C1 10'-0" A.F.F. C2 8'-6" A.F.F. C1 10'-0" 11.04 11.04 07.11 3'-4"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"2'-1 1/2" 08.13 1'-6"3'-7"1'-6" 14.01 09.04 8'-0" 8'-5"8'-0"8'-0"8'-0"8'-0"8'-0"2'-8" 26.10 09.04 3'-5 1/2" 3' - 8 " 2' - 8 " 09.05 09.25 26.04 23.03 23.03 23.03 2'-0"4'-4"4'-4"4'-4"5'-6"2'-6" 2' - 0 " 2' - 0 " 2'-0"4'-4"4'-4"4'-4"2'-5" 26.09 2' - 6 " 4' - 6 " 2' - 0 " 3' - 7 " 6' - 0 " 5' - 0 " 26.04 09.06 8'-6" 2' - 6 " 2' - 6 " 1.3 1.3 F.9 F.9 F.2 F.2 F.8 F.8 F.7 F.7 A.2 A.2 A.3 B.3 1.8 6'-0" 6'-0" 24'-5" 24'-5" 8'-6" 9'-0" 10'-0" 8'-0"C3 C3 C3 C3 C3 10'-0" C9 08.23 07.10 07.10 26.04 05.28 C9 C7 C3 EQ EQ EQ EQ 10'-6" C9 CEILING FIXTURE LEGEND 2 x 2 LIGHT 2 x 4 LIGHT CAN LIGHT WALL MOUNTED SCONCE LINEAR STYLE LIGHT PENDENT DIRECT/INDIRECT LIGHT SEE ELECTRICAL FOR FIXTURE MANUFACTURER CEILING PAINT: PNT-1 WHITE PAINTED IN MATTE FINISH, BRIGHT WHITE, SW 7007 FINAL COLOR SHALL BE APPROVED BY OWNER. PNT-2 SHERWIN WILLIAMS: PEPPERCORN SW 7674 PAINTED IN SATIN FINISH, FINAL COLOR SHALL BE APPROVED BY OWNER PNT-3 SHERWIN WILLIAMS: REPOSE GRAY SW 7015 PAINTED IN SATIN FINISH, FINAL COLOR SHALL BE APPROVED BY OWNER FINISH LEGEND C1 A.F.F. 1t 1'-0" PAINTING NOTES: 1. ALL GYP. DB. CEILING IN RESTROOMS TO BE PAINTED SHERWIN WILLIAMS 7007. CEILING BRIGHT WHITE, WITH MATTE FINISH UNLESS NOTED OTHERWISE. 2. ALL EXPOSED STRUCTURAL STEEL MEMBERS AND DECKING ABOVE CEILING HEIGHT TO BE PAINTED SHERWIN WILLIAMS "PEPPERCORN SW 7674" IN SATIN. EXPOSED MECHANICAL, ELECTRICAL AND PLUMBING LINES NOT TO BE PAINTED, LABEL THE LINES. VERIFY WITH ARCHITECT BEFORE PAINTING. CEILING TYPE LEGEND CEILING FINISH LEGENDTAG SUSPENDED ARMSTRONG, OR APPROVED EQ. SIZE: 24"X24" ACT LAY IN GRID STYLE: DUNE PATTERN: - EDGE: 15/16" SQUARE TEGULAR ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: GREY STONE VERIFY COLOR WITH OWNER SUSPENDED CLOUD ARMSTRONG OR APPROVED EQ. SIZE: 24"X24" CALLA LAY-IN & TEGULAR STYLE: FORMATIONS CURVES CLOUD PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: 15/16" SQUARE TEGULAR ANGLE: SEE PLANS LOCATION: KIDS ROOM COLOR: MULTI COLOR, PER OWNER EDGE TRIM: AXIOM 4" COLOR TO MATCH ACCENT COLOR: NA GYPSUM BD. SUSPENDED UNLESS NOTED OTHERWISE. SIZE: (> 30') OR (900 S.F.) ADD CONTROL JOINT FINISH: MATTE - UNLESS NOTED OTHERWISE PATTERN: - EDGE: PER MFR. RECOMMENDATION ANGLE: SEE PLANS LOCATION: RESTROOMS SEE PLANS FIELD COLOR: BRIGHT WHITE, SW 7007 EDGE TRIM: - ACCENT COLOR: TBD VERIFY WITH OWNER 6' DIA. (1 QTY.) & 8' DIA. (2 QTY.) CEILING FINISH CONT'DTAG HILL / VALLEY SECTION EXPOSED STRUCTURE. SIZE: - FINISH: SATIN - UNLESS NOTED OTHERWISE PATTERN: - TRANSITION EDGE :11'-0" TYP. A.F.F. LOCATION: SEE SECTIONS AND RCP FIELD COLOR: SHERWIN WILLIAMS PEPPERCORN SW 7674, VERIFY WITH OWNER NOTE: NO PAINT LINE IN THE EVENT CENTER. WALL PAINT FULL HEIGHT. COLOR TRANSITION STARTS AT DECK. 1' - 6 " SUSPENDED ARMSTRONG OR APPROVED EQ. SIZE: 4'X6' MODEL # 6258 & MODEL # 6259 STYLE: SOUNDSCAPE CANOPIES PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: PER MFR. ANGLE: SEE PLANS LOCATION: ADL FIELD COLOR: STONE, VERIFY WITH OWNER. EDGE TRIM: PER MFR. ACCENT COLOR: TBD CEILING FINISH CONT'DTAG GYPSUM BD. SUSPENDED UNLESS NOTED OTHERWISE. SIZE: (> 30') OR (900 S.F.) ADD CONTROL JOINT FINISH: MATTE - UNLESS NOTED OTHERWISE PATTERN: - EDGE: PER MFR. RECOMMENDATION ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: SW 7015 REPOSE GRAY EDGE TRIM: - ACCENT COLOR: TBD CU R V A T U R E 6 5 / 8 " M A X 4 3 / 4 " 1'-6" 10'-0" 11'-2" HILL VALLEY HILLHILL VALLEY 6" 4" WALL WASH C2 C3 C4 C5 C6 C7 C8 ? SUSPENDED CLOUD ARMSTRONG OR APPROVED EQ. SIZE: 48" DIA. STYLE: SOUNDSCAPE CIRCLE CLOUD PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: PER MFR. ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: SW 7015 REPOSE GRAY EDGE TRIM: WHERE EXPOSED AXIOM 4" ACCENT COLOR: TBD SOFFIT QUALITY EDGE, OR APPROVED EQ. SIZE: HD3 - (5") STYLE: HIDDEN FASTENER PATTERN: (MULTI-TONE) EDGE TRIM: 3" VERIFY W/ MANUFACTURER ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: 481 DRIFTWOOD NOTE: ALL MECHANICAL , ELECTRICAL, PLUMBING AND FIRE-LINE RUNS ARE TO BE BETWEEN JOIST OR THROUGH OPEN WEB'S AND AS TIGHT TO STRUCTURE AS POSSIBLE WHILE MAINTAINING CODE COMPLIANCE. 1' - 6 " HILL VALLEY 1'-0" VERIFY WITH PLAN TYP. CEILING FINISH CONT'D C9 SUSPENDED CLOUD SIZE: 8" STYLE: RECLAIMED BARNWOOD PATTERN / HEIGHT:VARIES EDGE: 3X3 STEEL ANGLE WITH CLEAR COAT LOCATION: EVENT CENTER FIELD COLOR: NATURAL TY P . 6' - 0 " 8" TYP. 6'-0" 3" ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 7 : 5 5 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 2) REFLECTED CEILING PLAN A1.2c 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 0"1/2"1"2"4" 0'4'8'16'32'8' 1" scale:1/8" = 1'-0"A1.2c 1 REFLECTED CIELING PLAN # DATE DESCRIPTION REFERENCE NOTES: 05. METALS 05.04 STRUCTURAL SUPPORT, SEE STRUCTURAL DRAWINGS. 05.08 METAL DECKING, SEE STRUCTURAL DRAWINGS 05.28 ROOF ACCESS LADDER. SEE DETAILS 3,4,5/A8.3 PAINTED TO MATCH BUILDING. 07. THERMAL & MOISTURE PROTECTION 07.10 SOFFIT L12 WITH BEADS ARTISAN SERIES PANEL. BEADS ARE TO BE 4" APART, GAUGE IS TO BE (22GA.) WITH A EMBOSSED FINISH, MBCI, OR APPROVED EQUAL. PANEL ATTACHMENT WILL BE CONCEALED FASTENING SYSTEM, COLOR TO MATCH CANOPY. INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 07.11 METAL SOFFIT, COLOR TO MATCH SIDING. 08. OPENINGS 08.13 24" X 24" BAUCO PLUS II ACCESS PANEL OR APPROVED EQUAL, COLOR TO MATCH ADJACENT CEILING. LOCATION IN FEILD BY GC. 08.23 36" X 36" ATTIC ACCESS PANEL WITH VENT AND HEAVY MESH BUG SCREEN, WB EST 1400 (WILLIAMS BROTHERS OR APPROVED EQAUL). PAINTED TO MATCH EIFS. MOUNTING HEIGHT TO BE 18" MIN. ABOVE ROOF MEMBRANE, 09. FINISHES 09.04 GYP. BD. SOFFIT, PAINTED SEE FINISH SCHEDULE. 09.05 SUSPENDED 5/8" GYP. BD. CEILING, PAINTED SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.09 EXPOSED STRUCTURE, CLEAR-COAT FINISH. SEE FINISH SCHEDULE 09.11 EXPOSED STRUCTURE ABOVE PAINTED PNT-2. 09.25 GYP. BD. COVERING UNDERSIDE OF STAIR. PAINTED TO MATCH STAIRS, SEE FINISH SCHEDULE. 11. EQUIPMENT 11.03 PROVIDE MOTORIZED ROLLER SHADE WINDOW COVERING. CONTROLS TO BE LOCATED AT RECEPTION DESK. MANUFACTURER: MARIAK, WITH POLYSCREEN VISION FABRIC-VISION 550-A FR-5% - COLOR LINEN 0-004-10-00398, BLACK FACING TOWARDS OUTSIDE TYP., SEE DETAILS ON SHEET A2.5 11.04 AT ALL EXTERIOR WINDOWS PROVIDE BUILDING STANDARD MANUAL ROLLER SHADE WINDOW COVERING, MANUFACTURER: COLTON INC., PLATINUM CLUTCH, 3000 NET SOLAR SCREEN FABRIC, FR-3% - COLOR N001 WHITE AND BLACK, BLACK FACING TOWARDS OUTSIDE TYP., SEE DETAILS ON SHEET A2.5 11.18 CLIMBING WALL AND DROP PAD BY OTHERS. 14. CONVEYING EQUIPMENT 14.01 ELEVATOR, 3100 MRL 3000 lb. FRONT LEFT OPENING, WITH KEY CARD ACCESS. (SCHINDLER OR APPROVED EQUAL). 22. PLUMBING 22.09 ROOF DRAIN LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS. SEE PLUMBING DRAWINGS AND TENANT IMPROVEMENTS. 22.10 ROOF DRAIN, SEE PLUMBING DRAWINGS. 23. HVAC 23.03 MECHANICAL SHAFT, SEE MECHANICAL. 26. ELECTRICAL 26.04 6" RECESSED CAN LIGHT, SEE ELECTRICAL. 26.05 LIGHT FIXTURE, SEE ELECTRICAL. 26.06 SUSPENDED LINEAR LIGHT FIXTURE, SEE ELECTRICAL. 26.08 DECORATIVE PENDENT LIGHT FIXTURE, SEE ELECTRICAL. 26.09 WALL-MOUNTED FIXTURE, SEE ELECTRICAL. 26.10 SUSPENDED LINEAR TRACK LIGHTING, SEE ELECTRICAL DRAWINGS. 26.16 SUSPENDED DECORATIVE LIGHT FIXTURE. 74700D-5 SWITCH, EUREKA LIGHTING OR APPROVED EQUAL, SEE ELECTRICAL. UPUPUP UPUP STAIR 206 UNISEX 203 LOUNGE 201 MENS 209 WOMENS 208 STORAGE 231 SPEECH 1 233 SPEECH 7 229 SPEECH 15 214 SPEECH 3 232 SPEECH 4 230 SPEECH 5 228 SPEECH 6 226 SPEECH 8 227 SPEECH 13 217 SPEECH 12 219 SPEECH 9 225 SPEECH 10 223 SPEECH 11 222 CONSTRUCTION / CRAFT ZONE 220 OT /PT TREATMENT 218 SPEECH 16 216 OT /PT TREATMENT 213 STORAGE 211 STAIRS 224 MEZZANINE 212 STOR. 221 EVENT FAMILY 202 EVENT FAMILY 204 SPEECH 2 234 SPEECH 14 215 UNISEX STAFF R.R. 210 MOTHERS RM. 207 HALLWAY 235 JAN. 205 A6.2 1 A6.2 6 A2.4 A2 A2.4 B2 A2.4C2 A2.4 D2 A2.4 E2 A2.4 F2 A2.4 G2 A2.4 H2 A2.4 J2 A6.4 18 A6.417 A6.4 13 A6.4 14 A6.412 A6.415 19 A6.4 16 09.23 09.23 10.25 10.2510.25 10.25 10.25 10.25 10.25 09.23 09.23 09.02 09.02 09.02 09.19 09.02 09.02 09.19 09.19 09.19 09.02 5'-0" A6.4 11 A6.4 4 6' - 3 " 6' - 1 " A6.4 12 MIRR. A6.4 13 A6.413 A6.4 13 A6.4 13 MIRR. A6.4 13 MIRR. A6.4 13 MIRR. A6.4 13 MIRR. A6.4 13 MIRR. A6.4 13 A6.4 13 MIRR. A6.415 A6.415A6.415A6.415 A6.415 1' - 0 " 2' - 0 " F11 C2 - W1 / W7 W1-W7 W1 / W 7 W1 -W7 F11 C2 - W1 / W7 W1-W7 W1 / W 7 W1 -W7 F11 C2 - W1 / W7 W1-W7 W1 / W 7 W1 -W7 F13 C3 B1 W6 W6 W6 W6 F2 C5 B1 W1 W1 W1 W1 09.27 F3 C1 B1 W2 W1 W1 w1 F5 C1 B1 W1 W3 W1 w1F5 C1 B1 W1 W3 W1 w1F5 C1 B1 W1 W3 W1 w1F5 C1 B1 W1 W3 W1 w1 F5 C1 B1 W1 W3 W1 w1F5 C1 B1 W1 W1 W3 w1 F2 C1 B1 W1 W1 W1 w1 F2 C1 B1 W1 W1 W1 W1 F2 C1 B1 W1 W1 W1 W1 F6 C1 B1 W4 W1 W1 W1 F6 C1 B1 W4 W1 W1 W1F6 C1 B1 W4 W1 W1 W1F6 C1 B1 W1 W1 W4 W1 F3 C1 B1 W1 W3 W1 W1F3 C1 B1 W1 W3 W1 W1 F3 C1 B1 W1 W3 W1 W1 F6 C1 B1 W1 W1 W4 W1 F9 C3 /C5 /C7 B1 W1 W1 W4 W1 F9 C1 B1 W1 W1 W1 W1 09.37 09.37 09.27 F9 C1 B1 W1 W9 / W1 W6 S I M . W1 F2 C1 B1 W1 W1 W1 w1 09.37 F11 C2 - W1 / W7 W1-W7 W1 / W 7 W1 -W7 F2 C1 B1 W1 W1 W1 W1 F9 C3 / C5 B1 W1 W1 / W11 W4 W1 F9 C1 B1 W1 W1 W4 W1 12.32 09.27 F2 C5 B1 W1 W1 / W13 W1 W1 F2 C5 B1 W1 W6 W1 / W 1 1 W1 F13 C3 B1 W1 W1 W1 W1 F2 C1 B1 W1 W1 W1 W1 04.12 10.25 230A228A 226A 223A 222A 231A 216A218A 211 232A 213A 215A 228B 230B 232B226B 218B 216B 225A 217A 219A 225B 219B 217B 229A 233A 213B 234A 234B 200 208 205 229B 214A 214B 210 215B 203 222B 207 201 221 202 227B 227A 224 206 223B 209 220 231B 233B 204 212 ROOM FINISH LEGEND / SYMBOLS GENERAL NOTES: -SEE ELEVATIONS FOR EXACT FINISH LOCATIONS. ALL MATERIAL SUBSTITUTIONS MUST BE APPROVED BY ARCHITECT. - ALL INTERIOR EXPOSED STEEL COLUMNS: FINISH: SEMI-GLOSS COLOR: TO BE DETERMINED BY THE WALL FINISH BEHIND 2 1 3 6 4 5 7 1. CEILING FINISH 2. FLOOR FINISH 3. BASE / TRANSITION 4. WALL FINISH (SOUTH) 5. WALL FINISH (WEST) 6. WALL FINISH (NORTH) 7. WALL FINISH (EAST) ELEVATION FINISH LEGEND SEE ELEVATIONS FOR FINISH WINDOW LEGEND SEE SCHEDULE SHEET A2.4 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 8 : 0 6 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 2) FINISH PLAN A1.2d 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION 0"1/2"1"2"4" 0'4'8'16'32'8' 1" # DATE DESCRIPTION 1 04.19.2023 Addendum scale:1/8" = 1'-0"A1.2d 1 FINISH FLOOR PLAN REFERENCE NOTES: 10. SPECIALTIES 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.19 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. 09.23 PROVIDE 7/16" OR 1-3/16" "SCHIENE-STEP" EDGE TRANSITION. FIELD VERIFY CONDITION FOR SIZE. (SCHLUTER OR APPROVED EQUAL) GC. TO PROVIDE PHYSICAL SAMPLES FOR ALTERNATE EDGE CONDITION. 09.27 PROVIDE TRANSITION BETWEEN DISSIMILAR FLOORING MATERIALS, SEE DETAIL 4/A1.1d. 09.37 STONE THRESHOLD AT TILE LOCATIONS. 12. FURNISHINGS 12.32 MILLWORK SHELVING, SEE DETIALS 8,9,11,12/A6.8 NOTE: SEE SHEET A1.1e FOR FINISH LEGEND 1 04. MASONRY 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT, OVER • 8" CMU, SEALED, (NOTE: HONED WHERE EXPOSED ON INTERIOR) • 3-5/8" MTL. STUD, FURRING w/ (R-13) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • • VERTICAL MTL. SIDING, SEE ELEVATIONS 3'-2" A.F.F. • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 2x4 WD. STUD FURRING, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • EX-3A EXTERIOR INTERIOR • (7.2 RIB) REVERSE ROLLED METAL SIDING, SEE ELEVATIONS 3'-2" A.F.F. • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 2x4 WD. STUD FURRING, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • • (7.2 RIB) REVERSE ROLLED METAL SIDING, SEE ELEVATIONS 3'-2" A.F.F. • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 2x6 WD. STUD FURRING, AIR GAP • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 3-5/8 MTL. STUD FURRING • 5/8" TYP. (X) PAINTED, GYP. BD. • EX-3C EXTERIOR INTERIOR EX-3D EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EX-3B EXTERIOR INTERIOR EX-3E EX-3F EX-3G EX-3H EX-3J EX-3K EX-3L EX-3M • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT, OVER • 8" CMU, SEALED 3'-2" A.F.F., (SEE WALL SECTIONS) • 1-1/2" STUD OR CHANNEL FURRING OVER 3'-2" TALL MASONRY • w/ RIGID INSULATION HUNTER Xci 286 POLYISOCYANURATE (R-VALUE > 6) • 5/8" TYP. (X) PAINTED, GYP. BD. ABOVE 3'-2" MASONRY FRAMING • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 2X4 WD. STUD,FURRING TO ALIGN WITH 1-1/2" FURRING BELOW, • CONTINUOUS 5/8" TYP. (X) PAINTED, GYP. BD. • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT, • LIQUID APPLIED AIR / MOISTURE BARRIER, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • • (7.2 RIB) REVERSE ROLLED METAL SIDING, OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • 2.6" HUNTER Xci PLY 5/8", OR APPROVED EQUAL. (R-12) • 8" CMU, SEALED, (NOTE: HONED WHERE EXPOSED ON INTERIOR) • 3-5/8" MTL. STUD, FURRING w/ (R-13) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • EX-3N EXTERIOR INTERIOR • (7.2 RIB) REVERSE ROLLED METAL SIDING, OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • 2.6" HUNTER Xci PLY 5/8", OR APPROVED EQUAL. (R-12) • 8" CMU, SEALED, (NOTE: HONED WHERE EXPOSED ON INTERIOR) ? WALL LEGENDEX- VISUAL REFERENCE NOTE: INTERIOR PARTITION WALL TYPE ON SHEETS A1.5a /A1.5b WINDOW TYPE AND SCHEDULE ON SHEETS A2.3 / A2.4 DOOR TYPE AND SCHEDULE ON SHEETS A7.1 / A7.2 ? EX-3R EXTERIOR INTERIOR EX-3S EXTERIOR INTERIOR EX-3P EXTERIOR INTERIOR EX-3Q EXTERIOR INTERIOR ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 8 : 0 8 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 3) EXTERIOR WALL LEGEND A1.3 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION UPUPUP DN 1 A3.1 1 A3.1 1 A3.2 1 A3.23 A4.5 2 A3.1 2 A3.1 A2.2 1 A2.1 1 A2.2 2 2 A4.4 5 A4.4 2 A3.2 2 A3.2 4 A4.5 5 A4.2 54 ' - 8 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/4" / 12" 1/4" / 12" 1/4" / 1 2"1 /4 " / 1 2 "1/4" / 1 2" 1 /4 " / 1 2 " 5'-8" 10 ' - 1 0 " 6" 3' - 1 0 " 4' - 0 " 4' - 0 " 5' - 0 " 3' - 1 " 6'-6" 35'-8"5'-0" 5'-1" 5'-1" STAIR 315 RECEPT. / WAITING 302 STORAGE / JAN. 314 ELEVATOR LOBBY 301 EX, OFFICE 306 CONNECTIONS OFFICE 330 CONNECTION OFFICE 326 CONNECTIONS OFFICE 328 CONNECTION OFFICE 323 STAIR 332 MOTHERS RM. 316 CONFERENCE 324 OFFICE 307 BKR. 312 IT / COPY / PRINT WORK 304 PANTRY / STORAGE 319 STORAGE 321 BKR 320 OUTDOOR PATIO 325 MENS 318 WOMENS 317 CONNECTION OFFICE 322 OFFICE 311 OFFICE 310 OFFICE 308 CONF. 305 OFFICE 309 HALLWAY 303 HALLWAY 331 UNISEX R.R. 327 COPY, PRINT 329 IT 313 311 312 310 308 306 317 321A 328B 316 302B 303A 305A 305B 314 309 307 328A 321B 323 322 320 319 331 303B 324A 327 330 326B 326A 313 332 315 318 1 1 2 2 3 3 4 4 5 5 6 6 7 7 AA B B C C D D EE F F 4.5 4.5 6.3 6.4 6.4 6.6 6.6 5.6 5.6 3 A3.2 3 A3.2 3 A3.1 3 A3.1 5 A4.1 EX-3A EX-3M EX-3G EX-3N EX-3N EX-3A EX-3B EX-3C EX-3E EX-2JEX-2J EX-3G EX-3G EX-3EEX-3F EX-3A EX-3A EX-3C EX-3E EX-3EEX-3E EX-3G EX-3G EX-3G1.3 1.3 F.9 F.9 F.2 F.2 A.3 B.3 1.8 8"4'-8" 8"4'-8"10'-0"4'-0" 2' - 1 1 " 4' - 8 " 4 1 / 2 " 5'-0"9'-4"25'-9"5'-7"3'-0"11'-0"13'-5"13'-4 1/2"5'-5 1/2"12'-6 1/2" 11 ' - 6 " 10 ' - 5 " 10 ' - 5 " 10 ' - 1 1 / 2 " 6' - 5 " 6' - 5 " 6' - 5 " 11 ' - 6 " 5' - 5 1 / 2 " 16 ' - 6 " 12 ' - 1 1 " 5' - 7 " 10 ' - 8 " 2' - 6 " OF COLUMN 3" TO CENTER 5'-7" 9"4'-8"5'-4"4'-8"2'-1"3'-5 1/2"4'-8"4'-0"5'-8"4'-8" 1'-5 1/2" 3' - 1 1 / 2 " 1' - 8 " 8' - 0 " 1' - 9 " 1' - 7 " 4' - 0 " 1' - 8 " 1' - 8 " 8' - 0 " 1' - 8 " 3' - 9 1 / 2 " 3'-1 1/2" 1'-8"8'-0" 1'-8" 3'-1 1/2"4'-1"4'-8"2'-1 1/2" 2'-11"10'-0" 7'-10" 4'-0"1'-4" 6'-3"4'-8"4'-0"4'-8"4'-0"4'-8"6'-3" 3'-1 1/2" 10'-0"6'-0"4'-8"4" 4' - 2 " 5' - 0 " 10 " 4' - 2 " 5' - 0 " 10 " 4' - 1 1 / 2 " 4' - 8 " 1' - 4 " 4'-2" 4'-8"9'-11" 18'-9"5'-5" 5'-0" 6' - 4 " 10 ' - 5 " 11 ' - 8 " 4' - 1 " 10 ' - 0 " 7' - 8 1 / 2 " 4' - 0 " 2' - 1 0 " 4' - 2 " 6' - 9 " 4'-8"1'-4" 2' - 1 1 " 4' - 0 " 11 1 / 2 " 11 ' - 3 " 5' - 3 " 4' - 0 " 3'-10" 3' - 9 " 2' - 6 " 2' - 6 " 6'-5"5'-8 1/2"5'-4 1/2"6'-5" 12'-7" 5' - 0 " 4' - 9 " 8' - 2 " 4' - 5 1 / 2 " 4" 5" OFFSET COLUMN 4'-6" 4" 2'-6" GL A S S P A N E L S E V E N L Y S P A C E D GU A R D R A I L 29 ' - 2 " GUARDRAIL 9'-2" GUARDRAIL 9'-2" 2'-10"4'-8"3'-6" 2'-6" 11'-11"5'-0" 4" 4" 4" GENERAL LEGEND 1. INTERIOR DIMENSIONS ARE TO FINISH FACE OF WALL MATERIAL & CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. 2. EXTERIOR DIMENSIONS ARE FROM FINISH FACE OF EXTERIOR SHEATHING TO FINISH FACE OF EXTERIOR SHEATHING AND AT FINISH FACE OF OPENINGS MATERIAL, UNLESS NOTED OTHERWISE. 3. A MINIMUM OF 5% OF THE LOCKERS BEING PROVIDED WILL BE ACCESSIBLE PER IBC SECTION 1109.9.THE ACCESSIBLE LOCKER(S) SHALL BE LOCATED WITHIN THE ACCESSIBLE REACH RANGES OUTLINED IN SECTION 308 OF ICC A117.1-09 (15 TO 48- INCHES). THIS INCLUDES ALL FEATURES AND ELEMENTS OF THE LOCKER (I.E. LOCK, SHELVES, HOOKS, ETC.). THE OPERABLE PARTS FOR THE LOCKER, AND LOCK IF PROVIDED, SHALL BE ACCESSIBLE AND COMPLY WITH SECTION 309 OF ICC A117.1-09. 4. INTERIOR PARTITIONS TO BE FULL HEIGHT. UNLESS NOTED OTHERWISE. 5. THE WORK SHALL CONFORM TO REQUIREMENTS OF APPLICABLE LOCAL, STATE, AND FEDERAL BUILDING CODES AND AGENCIES HAVING JURISDICTION OVER THE VARIOUS PHASES OF THE WORK. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING WORK AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES. 7. PROVIDE FULL HEIGHT 5/8" CEMENT BACKER BOARD AT TOILET AND JANITOR ROOMS, AND AT WALLS TO RECEIVE TILE UNLESS NOTED OTHERWISE. 8. PROVIDE AND INSTALL SOUND DAMPENING INSULATION AT ALL PERIMETER METAL STUD WALLS OF RESTROOMS AND MECHANICAL ROOMS. EXTEND PARTITION WALLS TO UNDERSIDE OF DECK. 9. REFER TO NOTED FLOOR PLANS AND CODE ANALYSIS FOR FIRE-RATED WALLS. PROVIDE SOLID BACKING FOR ALL FIRE-RATED SHUTTERS IN WALL CAVITIES. 10. PROVIDE AND INSTALL THERMAL BATT INSULATION AT INTERIOR PARTITION WALLS ADJOINING AIR CONDITIONED AREAS WITH NON-AIR CONDITIONED AREAS. 11. REFER TO ACCESSIBILITY STANDARDS SHEETS FOR ACCESSIBILITY REQUIREMENTS. THE WORK SHALL CONFORM TO LOCAL, STATE, AND FEDERAL ACCESSIBILITY REQUIREMENTS. 12. ACCESSIBLE RESTROOMS SHALL CONFORM TO LOCAL, STATE AND FEDERAL ACCESSIBILITY REQUIREMENTS. 13. CONTRACTOR SHALL PROVIDE BLOCKING WHERE REQUIRED FOR TOILET ACCESSORIES. 14. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER CONNECTIONS OF THE EQUIPMENT. THE CONTRACTOR SHALL COORDINATE W/ OWNER'S VENDORS FOR ITEMS REQUIRING HOOK-UPS. 15. CONTRACTOR SHALL PROVIDE (3) 4'-0" x 8'-0" x 3/4" THICK A-C GRADE PAINTED PLYWOOD PANEL BOARDS FOR COMMUNICATION AND DATA EQUIPMENT. LOCATION TO BE DETERMINED BY ARCHITECT. 16. GENERAL CONTRACTOR SHALL SECURE AND PAY FOR BUILDING PERMITS, APPLICATIONS FEES, SERVICE FEES, GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK. 17. PAINT EXPOSED CONDUIT, PIPING, BUILDING COMPONENTS, ACCESSORIES, DUCTWORK AND PIPING RACEWAY ACCESSORIES AT ROOMS NOTED AS "PAINT EXPOSED STRUCTURE"UNLESS NOTED OTHERWISE. PROVIDED VISABLE LABELS FOR EACH WIRE AND/OR PIPES, WHO'S IDENTIFICATION IS COVERD OR HIDDEN. 18. PAINT VISIBLE CONDUIT, PIPING, BUILDING COMPONENTS, ACCESSORIES, DUCTWORK AND PIPING RACEWAY ACCESSORIES ABOVE RETURN AIR GRILLS WHEN RETURN AIR PLENUM IS DESIGNED. 19. HOLLOW METAL DOORS AND FRAMES SHALL BE PAINTED TO MATCH ADJACENT WALL, BOTH SIDES, UNLESS NOTED OTHERWISE .TYP. 20. PROVIDE 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP., AT WALLS INDICATED AND SPECIFIED. DIMENSIONS EXTERIOR DIMENSIONS INTERIOR EXTERIOR FINISH MATERIAL IF WALL IS GREATER THAN 30' (900 S.F.) ADD CONTROL JOINT (USG 093 OR APPROVED EQUAL) AT COLUMN INTERIOR DIM. REF: PLAN VARIES ? EXTERIOR WALL TYPE ON PREVIOUS SHEET INTERIOR PARTITION WALL TYPE ON SHEETS A1.5a /A1.5b WINDOW TYPE AND SCHEDULE ON SHEETS A2.3 / A2.4 DOOR TYPE AND SCHEDULE ON SHEETS A7.1 / A7.2? VISUAL REFERENCE TYPE GENERAL NOTES ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 8 : 1 5 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 3) DIMENSION FLOOR PLAN A1.3a 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION 0"1/2"1"2"4" 0'4'8'16'32'8' 1" # DATE DESCRIPTION scale:1/8" = 1'-0"A1.3a 1 FLOOR PLAN UPUPUP DN 1 A3.1 1 A3.1 1 A3.2 1 A3.23 A4.5 2 A3.1 2 A3.1 A2.2 1 A2.1 1 A2.2 2 2 A4.4 5 A4.4 2 A3.2 2 A3.2 4 A4.5 5 A4.2 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/4" / 12" 1/4" / 12" 1/4" / 1 2"1 /4 " / 1 2 "1/4" / 1 2" 1 /4 " / 1 2 " STAIR 315 RECEPT. / WAITING 302 STORAGE / JAN. 314 ELEVATOR LOBBY 301 EX, OFFICE 306 CONNECTIONS OFFICE 330 CONNECTION OFFICE 326 CONNECTIONS OFFICE 328 CONNECTION OFFICE 323 STAIR 332 MOTHERS RM. 316 CONFERENCE 324 OFFICE 307 BKR. 312 IT / COPY / PRINT WORK 304 PANTRY / STORAGE 319 STORAGE 321 BKR 320 OUTDOOR PATIO 325 MENS 318 WOMENS 317 CONNECTION OFFICE 322 OFFICE 311 OFFICE 310 OFFICE 308 CONF. 305 OFFICE 309 HALLWAY 303 HALLWAY 331 UNISEX R.R. 327 COPY, PRINT 329 IT 313 311 312 310 308 306 317 321A 328B 316 302B 303A 305A 305B 314 309 307 328A 321B 323 322 320 319 331 303B 324A 327 330 326B 326A 313 332 315 318 1 1 2 2 3 3 4 4 5 5 6 6 7 7 AA B B C C D D EE F F 4.5 4.5 6.3 6.4 6.4 3 A3.2 3 A3.2 3 A3.1 3 A3.1 5 A4.1 08.08 08.08 1.3 1.3 F.9 F.9 A.3 1.8 22.25 11.14 08.02 08.08 08.08 08.08 08.08 11.1211.10 11.11 08.01 12.02 12.03 04.17 23.04 22.06 22.02 22.03 08.02 09.19 09.02 09.02 09.03 11.12 12.03 08.08 08.08 08.08 12.19 10.25 11.05 11.12 22.02 FB2 FB2 SK4SK6 SL8 SL6 SK6 FT2 SN4 FT4 SK8 RA4 RA6 RA4 SB4 FB4 SA6 RA4 FA4 MA8 FB2 SK6 FB4 FA2 22.20 04.11 04.12 05.01 14.01 22.16 SA6 SD4 07.19 07.18 SA6 SA6 SC4 SA4 SB6 SB4 SB4 SA6 SB4 SB4 SB4 SB6 SA4 SA4 SA4 SA4 SD6 SF6 SA6 SC4 LOW WALL SA4 SA4 SA6 09.22 12.11 12.11 10.23 10.23 10.20 22.11 10.22 10.22 SK8 10.23 3'-9" 06.16 04.11 04.11 08.06 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 8 : 3 2 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 3) KEYNOTE FLOOR PLAN A1.3b 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION 0"1/2"1"2"4" 0'4'8'16'32'8' 1" # DATE DESCRIPTION 1 04.19.2023 Addendum scale:1/8" = 1'-0"A1.3b 1 FLOOR PLAN REFERENCE NOTES: 05. METALS 05.01 STEEL COLUMN, PAINTED WHERE EXPOSED. SEE STRUCTURAL DRAWINGS. 04. MASONRY 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.17 STONE CAP, BUILD-UP MORTAR TO SLOPE AWAY, STONE VENEER MANUFACTURER. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.02 FIRE-FRAMES HEAT BARRIER STOREFRONT SYSTEM WITH DOOR, (TGP OR APPROVED EQUAL) 1hr (60MIN.) ASSEMBLY MEETS ASTM E119 OR UL 263 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 08.08 INTERIOR TEMPERED BUTT GLASS SYSTEM ALUMINUM FINISH. COLOR TO MATCH EXTERIOR MULLIONS (DARK BRONZE) (FALKBUILT OR APPROVED EQUAL), WITH CLEAR ACOUSTICAL CAULK. WALLS ABOVE TO BE FULL HEIGHT AND INSULATED WHERE APPLICABLE. 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.19 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. 09.22 PAINTED 5/8" GYP. BD. ADHERED TO WALL. SEE FINISH SCHEDULE. 10. SPECIALTIES 10.20 BABY CHANGING STATION, RECESS MOUNTED, KOALA KARE KB310 BABY CHANGING STATION OR APPROVED EQUAL. PROVIDE REQUIRED BACKING. PROVIDED AND INSTALL BY CONTRACTOR VERIFY WITH OWNER. 10.22 SEMI-RECESSED, 4" MAX EXTRUSION INTO WALKING PATH, STAINLESS STEEL FIRE EXTINGUISHER CABINET WITH EXTINGUISHERS COMPLYING WITH NFPA STANDARD #10. AND BE A MINIMUM SIZE OF 2A10B:C. 10.23 AUTOMATIC TOWEL DISPENSER - GEORGIA PACIFIC "ENMOTION" OR APPROVED EQUAL. PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. 11. EQUIPMENT 11.05 FULL SIZE FRIDGE, SHALL BE EQUIPPED WITH ICE/WATER VERIFY SIZE WITH OWNER. SEE PLUMBING PLANS. 11.10 FURNITURE AND EQUIPMENT, N.I.C., TYP. 11.11 COUNTERTOP ICE/BEVERAGE DISPENSER, (LANCER OR APPROVED EQUAL) VERIFY SIZE OF OWNER PROVIDED, CONTRACTOR INSTALLED APPLIANCE. ALL BAG-IN-BOX, WATER FILTRATION SYSTEMS AND CO2 CANISTER NEED TO BE STORED ON OPPOSITE SIDE OF WALL. INSTALL PER MANUFACTURERS RECOMMENDATIONS. 11.12 DASHED LINES REPRESENTS OWNER PROVIDED FURNITURE OR EQUIPMENT, VERIFY SIZE REQUIREMENTS W/ EQUIPMENT PROVIDER. 11.14 BAG-IN-BOX LOCATION FOR SODA MACHINE INSIDE CABINET VERIFY NUMBER WITH OWNER PROVIDED EQUIPMENT. 12. FURNISHINGS 12.02 QUARTZ COUNTERTOP AND 4" SPLASH (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.03 PROVIDE PLASTIC LAMINATE COUNTERTOP, COLOR: AS SELECTED BY OWNER. 12.11 EXTRA DEEP FULL HEIGHT PLASTIC LAMINATE CABINETRY, SEE FINISH SCHEDULE 12.19 THIS CABINET SHALL BE EQUIPPED WITH 10" STAINLESS STEEL GROMMET FOR TRASH / LINEN DROP AT THIS LOCATION. CONFIRM LOCATION WITH TENANT PRIOR TO FIELD CUTTING. 14. CONVEYING EQUIPMENT 14.01 ELEVATOR, 3100 MRL 3000 lb. FRONT LEFT OPENING, WITH KEY CARD ACCESS. (SCHINDLER OR APPROVED EQUAL). 22. PLUMBING 22.02 FLOOR SINK / FLOOR TROUGH, SEE PLUMBING DRAWINGS. 22.03 FLOOR MOUNTED JANITOR SERVICE SINK. WET WALLS ARE TO HAVE TILE WAINSCOTING 4'-0" A.F.F. REFER TO PLUMBING DRAWINGS. 22.06 PRIMARY AND OVERFLOW ROOF DRAIN ASSEMBLY. SEE ROOF PLAN AND MECHANICAL DRAWINGS FOR LOCATIONS AND DETAILS. ROOF DRAINS LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS, SEE PLUMBING DRAWINGS. 22.11 HAND WASH SINK, SEE PLUMBING DRAWINGS. 22.16 STAINLESS STEEL UNDERMOUNT SINK/FAUCET/DISPOSAL, WHERE APPLICABLE VERIFY WITH CABINET CLEARANCES (12" DIAMETER DISPOSAL WILL FIT) IF DISCREPANCIES CONTACT ARCHITECT, SEE MECH., PLUMB & ELEC. 22.20 DRINKING FOUNTAIN, (ELKAY) HIGH LOW WITH BOTTLE FILLER, SEE PLUMBING DRAWINGS. 22.25 CO2 CANISTER / TANK, SEE PLUMBING DRAWINGS. 07. THERMAL & MOISTURE PROTECTION 07.18 R-19 FOIL FACED BATT INSULATION IN STUD WALL CAVITY. 07.19 R-13 BATT INSULATION IN 3-5/8" METAL STUD WALL CAVITY. 23. HVAC 23.04 MECHANICAL EQUIPMENT, SEE MECHANICAL. 1 1 1 06. WOODS & PLASTICS 06.16 3-1/2" BUTCHER BLOCK COUNTERTOP. THICK PROTECTIVE CLEAR COAT LAYER. 1 DU P L E X GF C I 1 A3.1 1 A3.1 1 A3.2 1 A3.2 3 A4.5 2 A4.4 2 A3.2 2 A3.2 4 A4.5 2'-1 1/2" 10'-0" EQ EQ 3'-0" 5' - 9 " 8' - 0 " 8' - 0 " 6' - 8 " 3' - 2 " 3' - 2 " 4'-0"3'-0" 6'-4" 4'-6"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"3'-0"3'-0" 4' - 1 " 4' - 1 " 2'-4" 2 2 3 3 4 4 5 5 6 6 7 7 AA B B C C D D EE 6.3 6.3 6.4 6.4 3 A3.1 3 A3.1 3' - 1 " 4' - 2 " 2' - 1 1 " 09.30 08.13 11.04 11.04 26.08 FROM GRID COLUMN 4'-6" 5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"3'-6" FIX. 5'-0" FIX. 5'-0" FIX. 5'-0" FIX. 5'-0" FIX. 5'-0" FIX. 5'-0" FIX. 5'-0" FIX. 5'-0"FIX. 1'-0" EQ EQ 11'-0" 2'-1"4'-2"2'-1"2'-1"4'-2"2'-1" 8'-4"8'-4" 09.25 26.08 6'-0" 4'-0" O.C. (7) LIGHT FIXTURES 6'-0" 6' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 3' - 3 " A.F.F. C1 10'-0" A.F.F. C1 10'-0" A.F.F. C1 10'-0" A.F.F. C1 10'-0" A.F.F. C1 10'-1" A.F.F. C1 10'-0"A.F.F. C1 10'-0" A.F.F. C1 10'-0" A.F.F. C1 10'-0"A.F.F. C1 10'-0" A.F.F. C1 10'-0" A.F.F. C1 10'-0" A.F.F. C1 10'-0" A.F.F. C1 10'-1" A.F.F. C3 9'-0" A.F.F. C1 10'-0" A.F.F. C1 11'-0" A.F.F. C1 9'-0"A.F.F. C1 9'-0" A.F.F. C1 10'-0" A.F.F. C1 9'-0"A.F.F. C1 11'-0" 6' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 8' - 8 1 / 2 " 3'-2"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"3'-6" 2'-0" 4'-9"2'-0" 2' - 0 " 3' - 3 " 2' - 0 " 26.09 3' - 3 1 / 2 " 23 ' - 1 1 " 1' - 2 1 / 2 " 1'-4"5'-9 1/2" 3'-8" 4'-0"3'-8"5'-9 1/2"1'-5 1/2" 3'-9 1/2"11'-4"3'-9 1/2" 3'-5 1/2" 3' - 6 1 / 2 " 3' - 8 " 4' - 0 " 3' - 8 " 3' - 8 " 3' - 8 " 3' - 8 " 4' - 0 " 3' - 8 " 3' - 9 1 / 2 " 11 ' - 4 " 7' - 4 " 11 ' - 4 " 3' - 8 " 1'-5 1/2" 2'-0" 1' - 1 0 1 / 2 " 3' - 9 " 3' - 9 " 1' - 1 0 1 / 2 " 3' - 9 " 3' - 9 " 3' - 9 " 2'-0"8'-10" 3' - 1 0 " 26.04 11.04 6' - 0 " 6' - 0 " 2' - 1 0 1 / 2 " 5'-0" EQ EQ 10'-0" 10'-0" 10'-0" 10'-0" EQ EQ 08.13 2'-0"4'-4"4'-4"4'-4"5'-6"2'-6" 2'-0"4'-4"4'-4"4'-4"2'-5" A.F.F. C1 10'-0"22'-7" 2' - 0 " 2' - 0 " 2' - 6 " 4' - 6 " 2' - 0 " EQ EQ 26.04 9'-0" A.F.F. C2 8'-6" A.F.F. C2 8'-6" 9'-0" 05.04 26.04 26.04 07.10 07.10 1'-4"2'-0" 1' - 5 1 / 2 " 2' - 1 1 " 2' - 5 " 6' - 9 1 / 2 " 2' - 0 " 1' - 5 1 / 2 " 38'-8 1/2" 38'-8 1/2" 3'-4" 10'-0" 26.05 8'-6" 05.04 7'-6" 26.06 23.03 26.09 09.06 9'-6" EQ EQ EQ EQ EQ EQ 1.3 1.3 A.3 A.3 1.8 11.04 11.04 11.04 09.30 26.06 11.04 09.30 7' - 8 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 10'-10" 9" CEILING FIXTURE LEGEND 2 x 2 LIGHT 2 x 4 LIGHT CAN LIGHT WALL MOUNTED SCONCE LINEAR STYLE LIGHT PENDENT DIRECT/INDIRECT LIGHT SEE ELECTRICAL FOR FIXTURE MANUFACTURER CEILING PAINT: PNT-1 WHITE PAINTED IN MATTE FINISH, BRIGHT WHITE, SW 7007 FINAL COLOR SHALL BE APPROVED BY OWNER. PNT-2 SHERWIN WILLIAMS: PEPPERCORN SW 7674 PAINTED IN SATIN FINISH, FINAL COLOR SHALL BE APPROVED BY OWNER PNT-3 SHERWIN WILLIAMS: REPOSE GRAY SW 7015 PAINTED IN SATIN FINISH, FINAL COLOR SHALL BE APPROVED BY OWNER FINISH LEGEND C1 A.F.F. 1t 1'-0" PAINTING NOTES: 1. ALL GYP. DB. CEILING IN RESTROOMS TO BE PAINTED SHERWIN WILLIAMS 7007. CEILING BRIGHT WHITE, WITH MATTE FINISH UNLESS NOTED OTHERWISE. 2. ALL EXPOSED STRUCTURAL STEEL MEMBERS AND DECKING ABOVE CEILING HEIGHT TO BE PAINTED SHERWIN WILLIAMS "PEPPERCORN SW 7674" IN SATIN. EXPOSED MECHANICAL, ELECTRICAL AND PLUMBING LINES NOT TO BE PAINTED, LABEL THE LINES. VERIFY WITH ARCHITECT BEFORE PAINTING. CEILING TYPE LEGEND CEILING FINISH LEGENDTAG SUSPENDED ARMSTRONG, OR APPROVED EQ. SIZE: 24"X24" ACT LAY IN GRID STYLE: DUNE PATTERN: - EDGE: 15/16" SQUARE TEGULAR ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: GREY STONE VERIFY COLOR WITH OWNER SUSPENDED CLOUD ARMSTRONG OR APPROVED EQ. SIZE: 24"X24" CALLA LAY-IN & TEGULAR STYLE: FORMATIONS CURVES CLOUD PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: 15/16" SQUARE TEGULAR ANGLE: SEE PLANS LOCATION: KIDS ROOM COLOR: MULTI COLOR, PER OWNER EDGE TRIM: AXIOM 4" COLOR TO MATCH ACCENT COLOR: NA GYPSUM BD. SUSPENDED UNLESS NOTED OTHERWISE. SIZE: (> 30') OR (900 S.F.) ADD CONTROL JOINT FINISH: MATTE - UNLESS NOTED OTHERWISE PATTERN: - EDGE: PER MFR. RECOMMENDATION ANGLE: SEE PLANS LOCATION: RESTROOMS SEE PLANS FIELD COLOR: BRIGHT WHITE, SW 7007 EDGE TRIM: - ACCENT COLOR: TBD VERIFY WITH OWNER 6' DIA. (1 QTY.) & 8' DIA. (2 QTY.) CEILING FINISH CONT'DTAG HILL / VALLEY SECTION EXPOSED STRUCTURE. SIZE: - FINISH: SATIN - UNLESS NOTED OTHERWISE PATTERN: - TRANSITION EDGE :11'-0" TYP. A.F.F. LOCATION: SEE SECTIONS AND RCP FIELD COLOR: SHERWIN WILLIAMS PEPPERCORN SW 7674, VERIFY WITH OWNER NOTE: NO PAINT LINE IN THE EVENT CENTER. WALL PAINT FULL HEIGHT. COLOR TRANSITION STARTS AT DECK. 1' - 6 " SUSPENDED ARMSTRONG OR APPROVED EQ. SIZE: 4'X6' MODEL # 6258 & MODEL # 6259 STYLE: SOUNDSCAPE CANOPIES PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: PER MFR. ANGLE: SEE PLANS LOCATION: ADL FIELD COLOR: STONE, VERIFY WITH OWNER. EDGE TRIM: PER MFR. ACCENT COLOR: TBD CEILING FINISH CONT'DTAG GYPSUM BD. SUSPENDED UNLESS NOTED OTHERWISE. SIZE: (> 30') OR (900 S.F.) ADD CONTROL JOINT FINISH: MATTE - UNLESS NOTED OTHERWISE PATTERN: - EDGE: PER MFR. RECOMMENDATION ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: SW 7015 REPOSE GRAY EDGE TRIM: - ACCENT COLOR: TBD CU R V A T U R E 6 5 / 8 " M A X 4 3 / 4 " 1'-6" 10'-0" 11'-2" HILL VALLEY HILLHILL VALLEY 6" 4" WALL WASH C2 C3 C4 C5 C6 C7 C8 ? SUSPENDED CLOUD ARMSTRONG OR APPROVED EQ. SIZE: 48" DIA. STYLE: SOUNDSCAPE CIRCLE CLOUD PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: PER MFR. ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: SW 7015 REPOSE GRAY EDGE TRIM: WHERE EXPOSED AXIOM 4" ACCENT COLOR: TBD SOFFIT QUALITY EDGE, OR APPROVED EQ. SIZE: HD3 - (5") STYLE: HIDDEN FASTENER PATTERN: (MULTI-TONE) EDGE TRIM: 3" VERIFY W/ MANUFACTURER ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: 481 DRIFTWOOD NOTE: ALL MECHANICAL , ELECTRICAL, PLUMBING AND FIRE-LINE RUNS ARE TO BE BETWEEN JOIST OR THROUGH OPEN WEB'S AND AS TIGHT TO STRUCTURE AS POSSIBLE WHILE MAINTAINING CODE COMPLIANCE. 1' - 6 " HILL VALLEY 1'-0" VERIFY WITH PLAN TYP. CEILING FINISH CONT'D C9 SUSPENDED CLOUD SIZE: 8" STYLE: RECLAIMED BARNWOOD PATTERN / HEIGHT:VARIES EDGE: 3X3 STEEL ANGLE WITH CLEAR COAT LOCATION: EVENT CENTER FIELD COLOR: NATURAL TY P . 6' - 0 " 8" TYP. 6'-0" 3" 6 6 D D EE 4.5 4.5 3'-0" 3' - 0 " 08.20 26.03 07.10 26.02 09.06 26.09 3'-0"8'-4"8'-4"3'-0" 2'-1"4'-2"2'-1"2'-1"4'-2"2'-1" 07.09 2'-0" 07.10 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 8 : 4 4 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 3) REFLECTED CEILING PLAN A1.3c 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 0"1/2"1"2"4" 0'4'8'16'32'8' 1" # DATE DESCRIPTION 1 04.19.2023 Addendum scale:1/8" = 1'-0"A1.3c 1 REFLECTED CIELING PLAN 05. METALS 05.04 STRUCTURAL SUPPORT, SEE STRUCTURAL DRAWINGS. 11. EQUIPMENT 11.04 AT ALL EXTERIOR WINDOWS PROVIDE BUILDING STANDARD MANUAL ROLLER SHADE WINDOW COVERING, MANUFACTURER: COLTON INC., PLATINUM CLUTCH, 3000 NET SOLAR SCREEN FABRIC, FR-3% - COLOR N001 WHITE AND BLACK, BLACK FACING TOWARDS OUTSIDE TYP., SEE DETAILS ON SHEET A2.5 07. THERMAL & MOISTURE PROTECTION 07.09 EDGE FLASHING, MATCH BUILDING STANDARDS. 07.10 SOFFIT L12 WITH BEADS ARTISAN SERIES PANEL. BEADS ARE TO BE 4" APART, GAUGE IS TO BE (22GA.) WITH A EMBOSSED FINISH, MBCI, OR APPROVED EQUAL. PANEL ATTACHMENT WILL BE CONCEALED FASTENING SYSTEM, COLOR TO MATCH CANOPY. INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 08. OPENINGS 08.13 24" X 24" BAUCO PLUS II ACCESS PANEL OR APPROVED EQUAL, COLOR TO MATCH ADJACENT CEILING. LOCATION IN FEILD BY GC. 08.20 DASHED LINES REPRESENT 3"-0" X 3'-0" ROOF ACCESS HATCH ABOVE. 09. FINISHES 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.25 GYP. BD. COVERING UNDERSIDE OF STAIR. PAINTED TO MATCH STAIRS, SEE FINISH SCHEDULE. 09.30 SUSPENDED CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). SEE LEGEND. 26. ELECTRICAL 26.02 4" RECESSED CAN LIGHT, SEE ELECTRICAL. 26.03 2' X 4' LED TROFFER, SEE ELECTRICAL. 26.04 6" RECESSED CAN LIGHT, SEE ELECTRICAL. 26.05 LIGHT FIXTURE, SEE ELECTRICAL. 26.06 SUSPENDED LINEAR LIGHT FIXTURE, SEE ELECTRICAL. 26.08 DECORATIVE PENDENT LIGHT FIXTURE, SEE ELECTRICAL. 26.09 WALL-MOUNTED FIXTURE, SEE ELECTRICAL. scale:1/8" = 1'-0"A1.3c 2 ROOF ACCESS RCP 23. HVAC 23.03 MECHANICAL SHAFT, SEE MECHANICAL. 1 UPUPUP DN A2.2 2 STAIR 315 RECEPT. / WAITING 302 STORAGE / JAN. 314 ELEVATOR LOBBY 301 EX, OFFICE 306 CONNECTIONS OFFICE 330 CONNECTION OFFICE 326 CONNECTIONS OFFICE 328 CONNECTION OFFICE 323 STAIR 332 MOTHERS RM. 316 CONFERENCE 324 OFFICE 307 BKR. 312 IT / COPY / PRINT WORK 304 PANTRY / STORAGE 319 STORAGE 321 BKR 320OUTDOOR PATIO 325 MENS 318 WOMENS 317 CONNECTION OFFICE 322 OFFICE 311 OFFICE 310 OFFICE 308 CONF. 305 OFFICE 309 HALLWAY 303 HALLWAY 331 UNISEX R.R. 327 COPY, PRINT 329 IT 313 A6.2 11 A6.1 1 Sim A2.4 A3 A2.4 B3 A2.4C3 A2.4 L3 A2.4 K3 A2.4 J3 A2.4G3 A2.4F3 A2.4E3 D3 H3 A2.4 M3 09.02 09.02 09.02 10.25 10.25 10.25 10.25 10.25 10.25 09.02 09.02 09.02 09.02 09.02 04.19 A6.5 12 A6.5 12 A6.5 12 A6.515 MIRR. MIRR. A6.5 15 F2 C1 B1 W1 W1 W1 W1 A6.5 1 A6.5 11 A6.56 A6.5 5 A6.59 A6.5 A6.518 F13 C1 / C3 B1 W1 W1 W1 W1 2 3 4 8 7 F9 C5 / C7 B1 W1 W4 W1 W1 F2 C1 B1 W5 W1 W1 W1 F2 C1 B1 W5 W1 W1 W1 F2 C1 B1 W1 W5 W1 W1 A6.5 13 14 F2 C1 B1 W1 W1 W1 W1 A6.5 10 2' - 0 " 1' - 6 " 5'-10" 8' - 0 " 2' - 0 " 12.16 F2 C1 / C3 B1 W1 W1 W1 W1 F2 C5 / C7 B1 W1 W1 W1 / W 1 1 W1 F9 C1 B1 W1 W1 W1 W1 F2 C1 B1 W1 W1 W1 W1 F2 C1 B1 W1 W1 W1 W1F2 C1 B1 W1 W1 W1 W1 F2 C1 B1 W1 W1 W1 W1 F2 C1 B1 W1 W1 W1 W1 F2 C1 B1 W1 W1 W1 W1F2 C1 B1 W1 W1 W1 W1F9 C1 B1 W1 W1 W1 W1 F9 C5 B1 W1 W1 W1 W1 F9 C1 B1 W1 W1 W1 W1 A6.5 16 A6.517 RECEPTION DESK DESIGN AT TIME OF (TI) F13 C1 B1 W6 W6 W6 W6 F3 C1 B1 W2 W1 W1 W1 12.16 A6.517 A6.517 A6.517A6.517 F2 C5 / C7 B1 - W6 -- 22.16 12.02 06.16 6'-3" 5' - 0 " 10 ' - 0 " 4'-0" 16 A6.8 F2 C1 B1 W1 W1 W1 W1 F2 C1 B1 W1 W1 W1 W1 F2 C1 B1 W1 W1 W1 W1 F2 C5 / C7 B1 - W6 -- F9 C1 B1 W1 W9 / W1 W6 S I M . W1 04.12 8' - 2 " 311 312 310 308 306 317 321A 328B 316 302B 303A 305A 305B 314 309 307 328A 324B 321B 323 322 320 319 331 303B 324A 327 330 326B 326A 300 313 332 315 318 ROOM FINISH LEGEND / SYMBOLS GENERAL NOTES: -SEE ELEVATIONS FOR EXACT FINISH LOCATIONS. ALL MATERIAL SUBSTITUTIONS MUST BE APPROVED BY ARCHITECT. - ALL INTERIOR EXPOSED STEEL COLUMNS: FINISH: SEMI-GLOSS COLOR: TO BE DETERMINED BY THE WALL FINISH BEHIND 2 1 3 6 4 5 7 1. CEILING FINISH 2. FLOOR FINISH 3. BASE / TRANSITION 4. WALL FINISH (SOUTH) 5. WALL FINISH (WEST) 6. WALL FINISH (NORTH) 7. WALL FINISH (EAST) ELEVATION FINISH LEGEND SEE ELEVATIONS FOR FINISH WINDOW LEGEND SEE SCHEDULE SHEET A2.4 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 8 : 5 5 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 3) FINISH PLAN A1.3d 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 0"1/2"1"2"4" 0'4'8'16'32'8' 1" # DATE DESCRIPTION 1 04.19.2023 Addendum scale:1/8" = 1'-0"A1.3d 1 FINISH FLOOR PLAN 10. SPECIALTIES 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 04. MASONRY 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.19 RAISED PEDESTAL MOUNTED PAVERS SYSTEM: PROFILITEC. 13/16" THICK 24"X24" COLOR: SUPERIOR TAUPE DR08, (DALTILE OR APPROVED EQUAL). NOTE: SEE SHEET A1.1e FOR FINISH LEGEND 1 1 06. WOODS & PLASTICS 06.16 3-1/2" BUTCHER BLOCK COUNTERTOP. THICK PROTECTIVE CLEAR COAT LAYER. 1 1 12. FURNISHINGS 12.02 QUARTZ COUNTERTOP AND 4" SPLASH (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.16 FULL HEIGHT CABINETRY, SEE FINISH SCHEDULE. 22. PLUMBING 22.16 STAINLESS STEEL UNDERMOUNT SINK/FAUCET/DISPOSAL, WHERE APPLICABLE VERIFY WITH CABINET CLEARANCES (12" DIAMETER DISPOSAL WILL FIT) IF DISCREPANCIES CONTACT ARCHITECT, SEE MECH., PLUMB & ELEC. O. F . D . R. D . O. F . D . R. D . O.F.D. R.D. O.F.D. R.D. O.F.D. R.D. O.F.D. R.D. O. F . D . R. D . O. F . D . R. D . DN 1 A3.1 1 A3.1 1 A3.2 1 A3.2 3 A4.5 2 A3.1 2 A3.1 A2.2 1 A2.1 1 A2.2 2 A2.13 2 A4.4 5 A4.4 2 A3.2 2 A3.2 2 A4.5 4 A4.5 5 A4.2 1 A4.5 1 A4.5 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 125'-7" 48'-9 1/2"33'-0"7'-0" 33'-0" DECK BEARING 144'-3" 1/4" / 12"1/4" / 12" DECK BEARING 140'-4" DECK BEARING 140'-3 1/2" DECK BEARING 140'-10" DECK BEARING 140'-10" DECK BEARING 140'-10" DECK BEARING 140'-10" DECK BEARING 140'-10" DECK BEARING 140'-10" DECK BEARING 140'-10" DECK BEARING 140'-10" DECK BEARING 140'-10" DECK BEARING 140'-10" DECK BEARING 140'-10"DECK BEARING 140'-10"DECK BEARING 140'-10" DECK BEARING 140'-10" DECK BEARING 140'-10" DECK BEARING 140'-10" DECK BEARING 140'-10" DECK BEARING 140'-4" DECK BEARING 140'-4"DECK BEARING 140'-4" DECK BEARING 140'-4" DECK BEARING 140'-1 1/2" DECK BEARING 139'-7 1/2" DECK BEARING 139'-7 1/2" DECK BEARING 140'-0" DECK BEARING 142'-4" DOG HOUSE DECK BEARING DOG HOUSE 142'-8" DECK BEARING DOG HOUSE 142'-8" DECK BEARING DOG HOUSE 142'-4" DECK BEARING GYM ROOF 127'-10" DECK BEARING 127'-10" GYM ROOF DECK BEARING GYM ROOF 126'-8" DECK BEARING GYM ROOF 126'-8" DECK BEARING EVENT ROOF 115'-6" DECK BEARING EVENT ROOF 115'-6" 1/4" / 12"1/4" / 12" 1/4" / 12" DECK BEARING EVENT ROOF 116'-6" DECK BEARING EVENT ROOF 116'-0" DECK BEARING EVENT ROOF 116'-0" DECK BEARING EVENT ROOF 116'-6" DECK BEARING EVENT ROOF 116'-6" 1 /4 " / 1 2 "1/4" / 12" 1 /4 " / 1 2 " 1/4" / 1 2" 1/ 4 " / 1 2 " 1/4" / 12"1/4" / 12" 1 /4 " / 1 2 " 1/4" / 1 2" 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 2 " / 1 2 " 1 /4 " / 1 2 " 1/4" / 12" 1/2" / 12"3/ 8 " / 1 2 " 3/ 8 " / 1 2 " 1 /4 " / 1 2 " 3/8" / 12" 3 /8 " / 1 2 " 1/ 2 " / 1 2 " 1/4" / 12" 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 4.5 7.8 7.8 6.3 7.2 7.26.65.6 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/2" / 12" 3 A3.2 3 A3.2 3 A3.1 3 A3.1 7'-8"8'-0"5'-0" 5 A4.1 DECK BEARING 140'-10" A2.01 1/2" / 12" 1/ 2 " / 1 2 " 1/ 2 " / 1 2 " 5/ 8 " / 1 2 " 5/ 8 " / 1 2 " 1/ 2 " / 1 2 " 1/ 2 " / 1 2 " 1/ 2 " / 1 2 " 1/2" / 12" 1/2" / 12" 3 / 8 " / 1 2 " DECK BEARING 140'-3 1/2"DECK BEARING 140'-3 1/2" 4' - 7 " 08.22 05.28 25 ' - 1 0 " 7' - 1 0 " 26'-0" 31'-10" 18'-8"34'-8"18'-8" 27 ' - 0 " 27 ' - 8 " 07.03 3' - 0 " 18'-0"36'-0"18'-0" 3' - 0 " 07.32S/S S/S PV-1 TPO TPO TPO S/S SCSC F 07.06 23.04 23.03 22.06 07.03 07.15 04.19 27 ' - 8 " 27 ' - 0 " 14'-4" 1/ 2 " / 1 2 " 23.04 22.06 07.32 S/S 05.02 07.03 07.15 07.06 07.01 07.15 07.01 05.18 07.32 22.06 07.32 07.06 07.06 07.32 07.06 07.06 07.32 07.15 07.01 07.02 STAIR 401 07.06 22.06 11 ' - 3 " 07.02 07.0223.04 07.02 07.01 07.03 07.03 07.01 141'-5" 05.11 03.14 07.01 07.01 07.44 DECK BEARING 125'-6" DECK BEARING 125'-6" DECK BEARING 125'-8" DECK BEARING 126'-0" DECK BEARING 126'-2" DECK BEARING 126'-2" DECK BEARING 126'-0" DECK BEARING 125'-8" 07.03 DECK BEARING 140'-3 1/2" 04.20 1.3 1.3 7.7 7.7 F.9 F.9 F.2 F.2 F.8 F.8 F.7 B.3 B.3 1.8 07.33 A1.4a 2 401 08.20 140'-4" 142'-0" THRESHOLD 04.17 2'-8" STANDING SEAM START FROM MASONRY 68'-0" 2'-8" FR O M M A S O N R Y ST A N D I N G S E A M S T A R T 12 ' - 6 " 1' - 6 " 6 6 D D EE 4.5 4.5 DECK BEARING 154'-4" DECK BEARING 154'-10" DECK BEARING 155'-0 1/2" DECK BEARING 154'-4" DECK BEARING 154'-10" DECK BEARING 155'-0 1/2" 26.12 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 9 : 0 7 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 ROOF PLAN A1.4a 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 0"1/2"1"2"4" 0'4'8'16'32'8' 1" # DATE DESCRIPTION 1 04.19.2023 Addendum scale:1/8" = 1'-0"A1.4a 1 ROOF PLAN scale: 1/8" = 1'-0"A1.4a 2 STAIR ROOF PLAN 23. HVAC 23.03 MECHANICAL SHAFT, SEE MECHANICAL. 23.04 MECHANICAL EQUIPMENT, SEE MECHANICAL. 22. PLUMBING 22.06 PRIMARY AND OVERFLOW ROOF DRAIN ASSEMBLY. SEE ROOF PLAN AND MECHANICAL DRAWINGS FOR LOCATIONS AND DETAILS. ROOF DRAINS LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS, SEE PLUMBING DRAWINGS. 05. METALS 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.11 STEEL HANDRAIL WALL MOUNTED. 1 1/2" O.D. PAINTED, HIGH GLOSS. 36" ABOVE FINISH FLOOR AND TREAD NOSING. SUPPORT BY MFR. STANDARD BRACKETS. PROVIDE SOLID BLOCKING IN WALLS AS REQUIRED. 05.18 42" HIGH, 1/2" WET GLAZED GUARDRAIL SYSTEM, TEMPERED, (05 7310 CLR GRS OR APPROVED EQUAL). FINISH DARK BRONZE. NO TOP CAP, EASED & POLISHED EDGES. SEE DETAILS 1,2/A5.7. 05.28 ROOF ACCESS LADDER. SEE DETAILS 3,4,5/A8.3 PAINTED TO MATCH BUILDING. 07. THERMAL & MOISTURE PROTECTION 07.01 WHITE 60 MIL. SINGLE PLY MEMBRANE (SEE SPECS) OVER 6" POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING (SEE STRUCTURAL DRAWINGS). WITH A MINIMUM FIFTEEN (15) YEAR MANUFACTURERâ€™S WARRANTY, MECHANICALLY FASTENED. MINIMUM SLOPE OF 1/4" PER FOOT, SEE SPECS. 07.02 ROOF WALKWAY PADS ALONG CIRCULATION ROUTE. SEE SPECIFICATIONS. 07.03 HATCH INDICATES TAPERED INSULATION BOARD AS REQUIRED TO DIRECT WATER TO ROOF DRAINS. INSULATION SLOPE TO BE 1/4" PER FOOT. 07.06 FACTORY PAINTED PARAPET CAP/FLASHING AND CONTINUOUS METAL COPING WITH DRIP FLASHING AND HOLD DOWN CLIPS BOTH SIDES,(PERMASNAP OR APPROVED EQUAL) SEE ELEVATION AND LEGEND FOR COLOR. 07.15 ROOF MEMBRANE EXTENDED UP KICKER AND UP PARAPET WALL, SEE WALL SECTIONS. 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.33 BAR STYLE SNOW GUARDS TO MATCH STANDING SEAM METAL ROOF. 07.44 SPLASH PAD FOR SECONDARY ROOF DRAIN. PROVIDE BLOCKING FOR SECURE ATTACHMENT. 03. CONCRETE 03.14 CONCRETE SLAB OVER METAL DECK, SEE STRUCTURAL. 04. MASONRY 04.17 STONE CAP, BUILD-UP MORTAR TO SLOPE AWAY, STONE VENEER MANUFACTURER. 04.19 RAISED PEDESTAL MOUNTED PAVERS SYSTEM: PROFILITEC. 13/16" THICK 24"X24" COLOR: SUPERIOR TAUPE DR08, (DALTILE OR APPROVED EQUAL). 04.20 THESE DASHED LINES INDICATE MASONRY WALL BELOW . SEE BUILDING SECTION FOR HEIGHT. 08. OPENINGS 08.20 DASHED LINES REPRESENT 3"-0" X 3'-0" ROOF ACCESS HATCH ABOVE. 08.22 3"-0" X 3'-0" ROOF ACCESS HATCH. SEE SPECS AND DETAILS 3,4,5/A8.3. FOR MORE INFORMATION. 26. ELECTRICAL 26.12 WALL MOUNTED SECURITY LIGHTING, SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS. 1 SCHEDULED CEILING REF: RCP BRACE TO STRUCTURE @ 48" O.C. (MAX) TOP PLAN BASE 4 7/8" @ 3 5/8" STUD (5" NOM.) 7 1/4" @ 6" STUD (7" NOM.) SB4 SB6 9 1/4" @ 8" STUD (9" NOM.)SB8 RE F : R C P (M I N . ) 6" SCHEDULED CEILING REF: RCP SD4 SD6 SD8 RE F : R C P (M I N . ) 6" 1/ 4 " 1/ 4 " INSULATION 2'-0" MIN. INSULATION 2'-0" MIN. (1) LYR 5/8" GWB EACH SIDE. TAPE , FLOAT, PRIME, AND PAINT AS SPECIFIED, REF: FINISH SCHEDULE 4 7/8" @ 3 5/8" STUD (5" NOM.) 7 1/4" @ 6" STUD (7" NOM.) SC4 SC6 9 1/4" @ 8" STUD (9" NOM.)SC8 CEILING RUNNER W/ DEFLECTION TRACK (TYP.) SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) 4 7/8" @ 3 5/8" STUD (5" NOM.) 7 1/4" @ 6" STUD (7" NOM.) SE4 SE6 9 1/4" @ 8" STUD (9" NOM.)SE8 EXTEND GYPSUM BOARD ON BOTH SIDE TO UNDER SIDE OF DECK BRACE TO STRUCTURE @ 48" O.C. (MAX) WHERE APPLICABLE 1/ 4 " METAL STUD, 20 GA. MIN @16" OC MAX (SEE NOTE #3) DEFLECTION TRACK (TYP.) UNDERSIDE OF DECK FLOOR RUNNER BASE AS SCHEDULED (RE: FIN SCHEDULE) 4 7/8" @ 3 5/8" STUD (5" NOM.) 7 1/4" @ 6" STUD (7" NOM.) SJ4 SJ6 9 1/4" @ 8" STUD (9" NOM.)SJ8 VE R I F Y T I L E H T . W / E L E V . FU L L H E I G H T ( M . R . B O A R D ) SCHEDULED CEILING 5/8" M.R. GYP. BD. (WHERE MOISTURE IS PRESENT). REF: RCP BRACE TO STRUCTURE @ 48" O.C. (MAX) FLOOR AS SCHEDULED (RE: FIN SCHEDULE) 5/8" CEMENT BACKER / GREEN BD. (WHERE TILE SCHEDULED), REF: FINISH SCHEDULE WALL TILE AS SCHEDULED (RE: FIN. SCHEDULE) VERIFY HEIGHT WITH ELEV. REF: FIN. REF: FIN. EXTEND GYPSUM BOARD TO UNDER SIDE OF DECK SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) 4 7/8" @ 3 5/8" STUD (5" NOM.) 7 1/4" @ 6" STUD (7" NOM.) 9 1/4" @ 8" STUD (9" NOM.) PARTITION NOTES: ALL MATERIAL SUBSTITUTIONS MUST BE APPROVED BY ARCHITECT. VERIFY ALL FOUNDATION SIZES AND STUD SIZES WITH STRUCTURAL DRAWING. CONTRACT ARCHITECT IF DISCREPANCIES 1. SEE CODE SHEETS FOR INFORMATION SPECIFIC TO WALL RATINGS & SMOKE PARTITIONS. 2. ALL PARTITIONS TO EXTEND TO UNDERSIDE OF DECK ASSEMBLY UNLESS NOTED OTHERWISE. 3. MEASURE FROM FLOOR TO DECK AND APPROPRIATELY SIZE THE GAUGE & SPACING OF STUD BASED ON REQUIRED SPAN DISTANCE & MANUFACTURER REQUIREMENTS. 4. STEEL THICKNESS (PER WALL TYPE NOTED ON FLOOR PLAN) TO MEET STEEL STUD MANUF. ASSOCIATION REQUIREMENTS FOR INTERIOR WALLS, NON-COMPOSITE - FULLY BRACED WITH 5 PSF @ L/240, VERIFY WITH STRUCTURAL DRAWING. 5. PROVIDE ACOUSTIC SEALANT AT NON-RATED WALL LOCATIONS. WHERE SEALANT IS INDICATED, PROVIDE CONTINUOUS INSTALLATION AT BOTH SIDES OF PARTITION, TOP AND BOTTOM. PROVIDE ACOUSTICAL SEALANT AT ALL WALL PENETRATIONS, INCLUDING BUT NOT LIMITED TO MEP AND ELECTRICAL OUTLETS. WHERE DRYWALL IS NOT PRESENT SECURE TO METAL STUD FRAMING. 6. PROVIDE GLASS MAT BOARD AT TILED LOCATIONS. 7. VERIFY ALL FINISHES WITH ELEVATIONS, SECTION AND FINISH SCHEDULE. 8. PROVIDE FIRE RATED WOOD BLOCKING AS REQ'D FOR ATTACHMENT OF CABINETS AND EQUIPMENT. REFER TO FLOOR PLANS FOR LOCATIONS. REFER TO ADA STANDARDS FOR LOCATION. EXTERIOR WALL LEGEND / SYMBOLS UNDERSIDE OF DECK CMU BOND BEAM (TYP.), REF: STRUCTURAL FOR EXACT LOCATION 8" NOM. (7-5/8") SA-(1) LYR GWB EACH SIDE - MTL. STUDS (1) LYR. FULL HEIGHT TO DECK SB-SC-SD-SE- FA- / FB-FT- SF- SJ-SK-SL- MA-MB- (1) LYR. GWB EACH SIDE - MTL. STUDS (1) LYR. GWB EACH SIDE - MTL. STUDS 1 HR RATING - U.L. DESIGN U-419 (WHERE INDICATED) (1) LYR. GWB EACH SIDE & MTL. STUDS FULL HEIGHT ACOUSTICAL FURRING (1) LYR TILE - MTL. STUDS (1) LYR GWB EACH SIDE - MTL STUDS: FULL HEIGHT TO DECK M.R.GWB = MOLD & MOISTURE RESISTANT (1) LYR. TILE EACH SIDE - MTL STUDS - FULL HEIGHT TO DECK (1) LYR GWB - (1) LYR. TILE - MTL. STUDS 4 HOUR FIRE RATED WALL PER UL DESIGN NO. U905, REF: CODE ANALYSIS SHEET FOR DETAILS MASONRY WALL: FULL HEIGHT TO DECK 4 HOUR FIRE RATED WALL PER UL DESIGN NO. U905, REF: CODE ANALYSIS SHEET FOR DETAILS (1) LYR GWB - MASONRY WALL: (1) LYR 5/8" TYPE 'X' GYP. BD. BOTH SIDES OF PARTITION MTL. STUD, 20 GA. MIN @16" OC MAX (SEE NOTE #3) CEILING RUNNER W/ DEFLECTION TRACK (TYP.) SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) ACOUSTIC BATT INSULATION UNDERSIDE OF DECK FLOOR RUNNER SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) BASE AS SCHEDULED (RE: FIN SCHEDULE) TOP BASE 4 7/8" @ 3 5/8" STUD (5" NOM.) 7 1/4" @ 6" STUD (7" NOM.) SA4 SA6 9 1/4" @ 8" STUD (9" NOM.)SA8 PLAN RE F : R C P (M I N . ) 6" SCHEDULED CEILING REF: RCP EXTEND GYPSUM BOARD ON ONE SIDE TO UNDERSIDE OF DECK BRACE TO STRUCTURE @ 48" O.C. (MAX) 1/ 4 " (1) LYR 5/8" TYPE 'X' GYP. BD. BOTH SIDES OF PARTITION MTL. STUD, 20 GA. MIN @16" OC MAX (SEE NOTE #3) ACOUSTIC BATT INSULATION FLOOR RUNNER SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) BASE AS SCHEDULED (RE: FIN SCHEDULE) UNDERSIDE OF DECK MTL. STUD, 20 GA. MIN @16" OC MAX (SEE NOTE #3) FLOOR RUNNER SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) BASE AS SCHEDULED (RE: FIN SCHEDULE) SCHEDULED CEILING REF: RCP TOP PLAN BASE RE F : R C P (M I N . ) 6" 1/ 4 " BRACE TO STRUCTURE @ 48" O.C. (MAX) WHERE APPLICABLE UNDERSIDE OF DECK PLAN BASE TOP PLAN BASE UNDERSIDE OF DECK UNDERSIDE OF DECK (1) LYR 5/8" GWB EACH SIDE. TAPE , FLOAT, PRIME, AND PAINT AS SPECIFIED, REF: FINISH SCHEDULE MTL. STUD, 20 GA. MIN @16" OC MAX (SEE NOTE #3) FLOOR RUNNER SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) BASE AS SCHEDULED (RE: FIN SCHEDULE) (1) LYR. GWB EACH SIDE - MTL. STUDS (1) LYR. FULL HEIGHT TO DECK (1) LYR 5/8" GWB EACH SIDE. TAPE , FLOAT, PRIME, AND PAINT AS SPECIFIED, REF: FINISH SCHEDULE MTL. STUD, 20 GA. MIN @16" OC MAX (SEE NOTE #3) FLOOR RUNNER SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) BASE AS SCHEDULED (RE: FIN SCHEDULE) TOP SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) 2 1/8" @ 1 1/2" STUD (2" NOM.) 4 1/4" @ 3 5/8" STUD (4" NOM.) FA2 FA4 7 1/4" @ 6" STUD (7" NOM.)FA6 EXTEND GYPSUM BOARD TO UNDER SIDE OF DECK 1/ 4 " FURRING (1) LYR. GWB-MTL. STUDS TOP PLAN BASE UNDERSIDE OF DECK (1) LYR 5/8" GWB. TAPE , FLOAT, PRIME, AND PAINT AS SPECIFIED, REF: FINISH SCHEDULE MTL. STUD, 26 GA. MIN. @16" OC MAX. (ALTERNATE'S "Z CHANNEL" / "HAT CHANNEL") (SEE NOTE #3) SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) BASE AS SCHEDULED (RE: FIN SCHEDULE) ACOUSTIC BATT INSULATION TOP PLAN BASE ACOUSTIC BATT INSULATION ACOUSTIC BATT INSULATION (1) LYR 5/8" GWB OTHER SIDE (WHERE NO TILE SCHEDULED). TAPE , FLOAT, PRIME, AND PAINT AS SPECIFIED., REF: FINISH SCHEDULE METAL STUD, 20 GA. MIN @16" OC MAX (SEE NOTE #3) DEFLECTION TRACK (TYP.) UNDERSIDE OF DECK FLOOR RUNNER BASE AS SCHEDULED (RE: FIN SCHEDULE) 4 7/8" @ 3 5/8" STUD (5" NOM.) 7 1/4" @ 6" STUD (7" NOM.) SK4 SK6 9 1/4" @ 8" STUD (9" NOM.)SK8 VE R I F Y T I L E H T . W / E L E V . FU L L H E I G H T ( M . R . B O A R D ) SCHEDULED CEILING 5/8" M.R. GYP. BD. (WHERE MOISTURE IS PRESENT). REF: RCP BRACE TO STRUCTURE @ 48" O.C. (MAX) NOTE: BRACE ABOVE OPPOSITE SIDE OF WALL WHERE STRUCTURE IS EXPOSED ON FINISHED GYP. FLOOR AS SCHEDULED (RE: FIN SCHEDULE) 5/8" CEMENT BACKER / GREEN BD. (WHERE TILE SCHEDULED), REF: FINISH SCHEDULE WALL TILE AS SCHEDULED (RE: FIN. SCHEDULE) VERIFY HEIGHT WITH ELEV. REF: FIN. REF: FIN. TOP PLAN BASE ACOUSTIC BATT INSULATION RE F : R C P GY P . B D . FU L L H E I G H T M.R.GWB = MOLD & MOISTURE RESISTANT METAL STUD, 20 GA. MIN @16" OC MAX (SEE NOTE #3) DEFLECTION TRACK (TYP.) UNDERSIDE OF DECK FLOOR RUNNER BASE AS SCHEDULED (RE: FIN SCHEDULE) 4 7/8" @ 3 5/8" STUD (5" NOM.) 7 1/4" @ 6" STUD (7" NOM.) SL4 SL6 9 1/4" @ 8" STUD (9" NOM.)SL8 VE R I F Y T I L E H T . W / E L E V . FU L L H E I G H T ( M . R . B O A R D ) SCHEDULED CEILING 5/8" M.R. GYP. BD. (WHERE MOISTURE IS PRESENT). REF: RCP BRACE TO STRUCTURE @ 48" O.C. (MAX) WHERE APPLICABLE FLOOR AS SCHEDULED (RE: FIN SCHEDULE) 5/8" CEMENT BACKER / GREEN BD. (WHERE TILE SCHEDULED), REF: FINISH SCHEDULE WALL TILE AS SCHEDULED (RE: FIN. SCHEDULE) VERIFY HEIGHT WITH ELEV. REF: FIN. REF: FIN. TOP PLAN BASE ACOUSTIC BATT INSULATION MI N . 6" M.R.GWB = MOLD & MOISTURE RESISTANT (1) LYR. TILE EACH SIDE - MTL STUDS 5 5/8"x7 5/8"x15 5/8" (6"x8"x16" NOM.) 7 5/8"x7 5/8"x15 5/8" (8"x8"x16" NOM.) MA6 MA8 9 5/8"x7 5/8"x15 5/8" (10"x8"x16" NOM.)MA10 CEILING RUNNER W/ DEFLECTION TRACK (TYP.) SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) 4 7/8" @ 3 5/8" STUD (5" NOM.) 7 1/4" @ 6" STUD (7" NOM.) SF4 SF6 9 1/4" @ 8" STUD (9" NOM.)SF8 EXTEND GYPSUM BOARD ON BOTH SIDE TO UNDER SIDE OF DECK BRACE TO STRUCTURE @ 48" O.C. (MAX) WHERE APPLICABLE 1/ 4 " TOP PLAN BASE UNDERSIDE OF DECK (1) LYR 5/8" GWB EACH SIDE. TAPE , FLOAT, PRIME, AND PAINT AS SPECIFIED, REF: FINISH SCHEDULE MTL. STUD, 20 GA. MIN @16" OC MAX (SEE NOTE #3) FLOOR RUNNER SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) BASE AS SCHEDULED (RE: FIN SCHEDULE) FULL HEIGHT TO DECK 6" ABOVE CEILING RE F : R C P (M I N . ) 6" 1/ 4 " FB2 FB4 FB6 FULL HEIGHT MTL. STUD, 26 GA. MIN. @ 16" OC MAX (SEE NOTE #3) MA T E R I A L B E H I N D F U R R I N G MA T E R I A L B E H I N D F U R R I N G "F" TYPE" FU R R I N G , S E E W A L L T Y P E " F " UNDERSIDE OF DECK FLOOR RUNNER BASE AS SCHEDULED (RE: FIN SCHEDULE) FT2 FT4 FT6 VE R I F Y T I L E H T . W / E L E V . FU L L H E I G H T ( M . R . B O A R D ) SCHEDULED CEILING 5/8" M.R. GYP. BD. (WHERE MOISTURE IS PRESENT). REF: RCP BRACE TO STRUCTURE @ 48" O.C. (MAX) FLOOR AS SCHEDULED (RE: FIN SCHEDULE) 5/8" CEMENT BACKER / GREEN BD. (WHERE TILE SCHEDULED), REF: FINISH SCHEDULE WALL TILE AS SCHEDULED (RE: FIN. SCHEDULE) VERIFY HEIGHT WITH ELEV. REF: FIN. TOP PLAN BASE ACOUSTIC BATT INSULATION MI N . 6" 2 1/8" @ 1 1/2" STUD (2" NOM.) 4 1/4" @ 3 5/8" STUD (4" NOM.) 7 1/4" @ 6" STUD (7" NOM.) MTL. STUD, 26 GA. MIN. @16" OC MAX. (ALTERNATE'S "Z CHANNEL" / "HAT CHANNEL" (SEE NOTE #3) ROUNDED EDGES WHERE HONED FACED CMU IS EXPOSED, SEE FIN. SCHEDULE FOR LOCATION. SG- M.R.GWB = MOLD & MOISTURE RESISTANT (F-) FURRING TYP. SN-(1) LYR. TILE - MTL. STUDS FULL HEIGHT TO DECK (1) LYR 5/8" GWB OTHER SIDE (WHERE NO TILE SCHEDULED). TAPE , FLOAT, PRIME, AND PAINT AS SPECIFIED., REF: FINISH SCHEDULE METAL STUD, 20 GA. MIN @16" OC MAX (SEE NOTE #3) DEFLECTION TRACK (TYP.) UNDERSIDE OF DECK FLOOR RUNNER BASE AS SCHEDULED (RE: FIN SCHEDULE) 4 7/8" @ 3 5/8" STUD (5" NOM.) 7 1/4" @ 6" STUD (7" NOM.) SN4 SN6 9 1/4" @ 8" STUD (9" NOM.)SN8 VE R I F Y T I L E H T . W / E L E V . FU L L H E I G H T ( M . R . B O A R D ) SCHEDULED CEILING 5/8" M.R. GYP. BD. (WHERE MOISTURE IS PRESENT). REF: RCP FLOOR AS SCHEDULED (RE: FIN SCHEDULE) 5/8" CEMENT BACKER / GREEN BD. (WHERE TILE SCHEDULED), REF: FINISH SCHEDULE WALL TILE AS SCHEDULED (RE: FIN. SCHEDULE) VERIFY HEIGHT WITH ELEV. REF: FIN. TOP PLAN BASE RE F : R C P M.R.GWB = MOLD & MOISTURE RESISTANT SM- (1) LYR 5/8" GWB OTHER SIDE (WHERE NO TILE SCHEDULED). TAPE , FLOAT, PRIME, AND PAINT AS SPECIFIED., REF: FINISH SCHEDULE METAL STUD, 20 GA. MIN @16" OC MAX (SEE NOTE #3) UNDERSIDE OF DECK FLOOR RUNNER BASE AS SCHEDULED (RE: FIN SCHEDULE) 4 7/8" @ 3 5/8" STUD (5" NOM.) 7 1/4" @ 6" STUD (7" NOM.) SM4 SM6 9 1/4" @ 8" STUD (9" NOM.)SM8 VE R I F Y T I L E H T . W / E L E V . FU L L H E I G H T ( M . R . B O A R D ) SCHEDULED CEILING 5/8" M.R. GYP. BD. (WHERE MOISTURE IS PRESENT). REF: RCP BRACE TO STRUCTURE @ 48" O.C,. (MAX) FLOOR AS SCHEDULED (RE: FIN SCHEDULE) 5/8" CEMENT BACKER / GREEN BD. (WHERE TILE SCHEDULED), REF: FINISH SCHEDULE WALL TILE AS SCHEDULED (RE: FIN. SCHEDULE) VERIFY HEIGHT WITH ELEV. REF: FIN. TOP PLAN BASE ACOUSTIC BATT INSULATION RE F : R C P M.R.GWB = MOLD & MOISTURE RESISTANT 6" INSULATION 2'-0" MIN. INSULATION 2'-0" MIN. UNDERSIDE OF DECK CMU BOND BEAM (TYP.), REF: STRUCTURAL FOR EXACT LOCATION HONED FACED CMU WHERE EXPOSED, SEE FIN. SCHEDULE FOR LOCATION, AND REF: STR. FOR SIZING OPTION FOR NONE CUSTOMER, BACK OF HOUSE AREA'S. FILL, PRIME, AND PAINT ONE SIDES AS SCHEDULED, (RE: FIN. SCHEDULE) 8" NOM. (7-5/8") 5 5/8"x7 5/8"x15 5/8" (6"x8"x16" NOM.) 7 5/8"x7 5/8"x15 5/8" (8"x8"x16" NOM.) MA6 MA8 9 5/8"x7 5/8"x15 5/8" (10"x8"x16" NOM.)MA10 WH E R E S T R U C T U R E I S E X P O S E D FU R R I N G , F U L L H E I G H T T O D E C K ROUNDED EDGES WHERE HONED FACED CMU IS EXPOSED, SEE FIN. SCHEDULE FOR LOCATION. SCHEDULED CEILING REF: RCP HONED FACED CMU WHERE EXPOSED, SEE FIN. SCHEDULE FOR LOCATION, AND REF: STR. FOR SIZING PAINTED, TYPE (X) 5/8" GYP. BD. ADHERE TO MASONRY. METAL STUD, 20 GA MIN @16" OC MAX (SEE NOTE #3) SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) ACOUSTIC BATT INSUL FLOOR RUNNER BASE AS SCHEDULED (RE: FIN SCHED.) TOP PLAN BASE (1) LYR GWB - MTL STUDS TO DECK - SHEATHING: FULL HEIGHT 5 1/4" @ 3 5/8" STUD (5" NOM.) 7 5/8" @ 6" STUD (8" NOM.) SG4 SG6 9 5/8" @ 8" STUD (10" NOM.)SG8 RE F : R C P GY P . B O A R D FU L L H E I G H T SCHEDULED CEILING REF: RCP BRACE TO STRUCTURE @ 48" O.C. (MAX) NOTE: BRACE ABOVE OPPOSITE SIDE OF WALL WHERE STRUCTURE IS EXPOSED ON FINISHED GYP. 1/ 4 " FLOOR AS SCHEDULED (RE: FIN SCHED.) 1/2" SHEATHING TO EXTEND FROM FINISH FLOOR UP WALL 48" BEHIND 5/8" GYP. PAINTED, 5/8" (TYPE X) GYP. BD. (RE: FIN. SCHED.) CONTINUATION OF 5/8" GWB OVER (1) LYR 1/2" GWB START AT TOP OF 1/2" SHEATHING (OPTIONAL TO CONTINUE SHEATHING UP WALL) UNDERSIDE OF DECK DEFLECTION TRACK (TYP.) INTERIOR HONED FACES BLOCK TO HAVE RAKED GROUT LINE, (RE: FIN. SCHEDULE) INTERIOR HONED FACES BLOCK TO HAVE RAKED GROUT LINE, (RE: FIN. SCHEDULE) HONED FACED CMU WHERE EXPOSED, SEE FIN. SCHEDULE FOR LOCATION, AND REF: STR. FOR SIZING OPTION FOR NONE CUSTOMER, BACK OF HOUSE AREA'S. FILL, PRIME, AND PAINT ONE SIDES AS SCHEDULED, (RE: FIN. SCHEDULE) INTERIOR HONED FACES BLOCK TO HAVE RAKED GROUT LINE, (RE: FIN. SCHEDULE) INTERIOR HONED FACES BLOCK TO HAVE RAKED GROUT LINE, (RE: FIN. SCHEDULE) TOP PLAN BASE TOP PLAN BASE TYPE INTERIOR WALLTYPE FURRINGF- MASONRYM- STEELS- W-WOOD EX- DASHED LINES REPRESENTS WALL CAP, WHERE STRUCTURE IS EXPOSED AND NO CEILING IS SCHEDULED, REF: RCP ALTERNATIVE: GYP. BD. CAP VE R I F Y w / E L E V A T I O N S EX P O S E D T O P 8 ' - 0 " A . F . F . WHEN WALL IS SELF-SUPPORTING USE 3"X8"x1/4" OFFSET BASE PLATE SECURED TO FLOOR WITH (2) 1/2" EXPANSION BOLTS. USE (2) METAL STUD POST (16GA.) STITCH WELDED TOGETHER AND WELD POST TO PLATE, (ALTERNATIVE: 2-1/2" x 2-1/2" TUBE STEEL POST) FIRE RATED WALL R- UL-TYPE 1 HR RATING - U.L. DESIGN U-419 (WHERE INDICATED) 1 HR RATING - U.L. DESIGN U-419 (WHERE INDICATED) 1hr. 2hr.HATCH REPRESENTS RATING SA-SB-SC-SD-SE- FA- / FB-FT- SF- SJ-SK-SL- MA-MB- SG- SN-SM- TYPE TYPE F- M- S- W- EX- R- SM-(1) LYR. GYP. - MTL. STUDS - (1) LYR. TILE (1) LYR 5/8" GWB OTHER SIDE (WHERE NO TILE SCHEDULED). TAPE , FLOAT, PRIME, AND PAINT AS SPECIFIED., REF: FINISH SCHEDULE METAL STUD, 20 GA. MIN @16" OC MAX (SEE NOTE #3) UNDERSIDE OF DECK FLOOR RUNNER BASE AS SCHEDULED (RE: FIN SCHEDULE) 4 7/8" @ 3 5/8" STUD (5" NOM.) 7 1/4" @ 6" STUD (7" NOM.) SO4 SO6 9 1/4" @ 8" STUD (9" NOM.)SO8 VE R I F Y T I L E H T . W / E L E V . FU L L H E I G H T ( M . R . B O A R D ) SCHEDULED CEILING 5/8" M.R. GYP. BD. (WHERE MOISTURE IS PRESENT). REF: RCP BRACE TO STRUCTURE @ 48" O.C,. (MAX) FLOOR AS SCHEDULED (RE: FIN SCHEDULE) 5/8" CEMENT BACKER / GREEN BD. (WHERE TILE SCHEDULED), REF: FINISH SCHEDULE WALL TILE AS SCHEDULED (RE: FIN. SCHEDULE) VERIFY HEIGHT WITH ELEV. REF: FIN. TOP PLAN BASE RE F : R C P M.R.GWB = MOLD & MOISTURE RESISTANT 6" SO-(1) LYR. GYP. - MTL. STUDS W/ ACOUSTIC BATT - (1) LYR. TILE BRACE TO STRUCTURE @ 48" O.C. (MAX) NOTE: BRACE ABOVE OPPOSITE SIDE OF WALL WHERE STRUCTURE IS EXPOSED ON FINISHED GYP. BRACE TO STRUCTURE @ 48" O.C. (MAX) NOTE: BRACE ABOVE OPPOSITE SIDE OF WALL WHERE STRUCTURE IS EXPOSED ON FINISHED GYP. INSULATION 2'-0" MIN. INSULATION 2'-0" MIN. ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 9 : 1 1 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WALL PARTITION SCHEDULE A1.5a 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.19.2023 Addendum 1 (1) LYR 5/8" TYPE 'X' GYP. BD. BOTH SIDES OF PARTITION WOOD STUD, @16" O.C. MAX, VERIFY W/ STRUC. DOUBLE TOP PLATE (TYP.), VERIFY W/ STRUC. ACOUSTIC BATT INSUL. CONTINUOUS SILL PLATE SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) BASE AS SCHEDULED (RE: FIN SCHEDULE) TOP PLAN BASE 5 1/4" @ 3 1/2" STUD W/ 1/2" OSB/PLY (5" NOM.) 7 1/4" @ 5 1/2" STUD W/ 1/2" OSB/PLY (7" NOM.) WA4 WA6 9" @ 7 1/4" STUD W/ 1/2" OSB/PLY (9" NOM.)WA8 RE F : R C P (M I N . ) 6" SCHEDULED CEILING REF: RCP EXTEND GYPSUM BOARD ON ONE SIDE TO UNDER SIDE OF DECK BRACE TO STRUCTURE, VERIFY W/ STRUCTURAL DRAWINGS. 1/ 4 " (2) LYR GWB - WD. STUDS TO DECK - WD. SHEAR WALL W/ SHEATHING: FULL HEIGHT (2) LYR GWB - WD. STUDS (VERIFY LOCATION TO DECK) WD. SHEAR WALL W/ SHEATHING: MEZZANINE HEIGHT TOP PLAN BASE WB4 WB6 WB8 RE F : R C P (M I N . ) 6" 1/ 4 " (2) LYR GWB - WD. STUDS TO DECK - WD. SHEAR WALL W/ SHEATHING: FULL HEIGHT WA-WB-WC- SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) UNDERSIDE OF DECK 5 1/4" @ 3 1/2" STUD W/ 1/2" OSB/PLY (5" NOM.) 7 1/4" @ 5 1/2" STUD W/ 1/2" OSB/PLY (7" NOM.) 9" @ 7 1/4" STUD W/ 1/2" OSB/PLY (9" NOM.) (1) LYR 5/8" TYPE 'X' GYP. BD. BOTH SIDES OF PARTITION WOOD STUD, @16" O.C. MAX, VERIFY W/ STRUC. DOUBLE TOP PLATE (TYP.), VERIFY W/ STRUC. CONTINUOUS SILL PLATE SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) BASE AS SCHEDULED (RE: FIN SCHEDULE) SCHEDULED CEILING REF: RCP EXTEND GYPSUM BOARD ON ONE SIDE TO UNDER SIDE OF DECK BRACE TO STRUCTURE, VERIFY W/ STRUCTURAL DRAWINGS. SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) UNDERSIDE OF DECK (1) LYR SHEATHING VERIFY SIZE & LOCATION W/ STRUC. (1) LYR SHEATHING VERIFY SIZE & LOCATION W/ STRUC. (1) LYR 5/8" TYPE 'X' GYP. BD. BOTH SIDES OF PARTITION WOOD STUD, @16" OC MAX, VERIFY W/ STRUC. DOUBLE TOP PLATE (TYP.), VERIFY W/ STRUC. ACOUSTIC BATT INSUL. CONTINUOUS SILL PLATE SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) BASE AS SCHEDULED (RE: FIN SCHED.) BASE WD4 WD6 WD8 PLAN SCHEDULED CEILING, REF: RCP EXTEND GYPSUM BOARD ON ONE SIDE TO UNDER SIDE OF DECK FLOOR AS SCHEDULED (2) LYR GWB - WD. STUDS (VERIFY LOCATION TO DECK) WD. SHEAR WALL W/ SHEATHING: MEZZANINE HEIGHT 5 1/4" @ 3 1/2" STUD W/ 1/2" OSB/PLY (5" NOM.) 7 1/4" @ 5 1/2" STUD W/ 1/2" OSB/PLY (7" NOM.) 9" @ 7 1/4" STUD W/ 1/2" OSB/PLY (9" NOM.) (1) LYR SHEATHING VERIFY SIZE & LOCATION W/ STRUC. VERIFY WITH FLOOR PLAN SCHED. REF. VERIFY WALL TYP. W/ PLANS BASE TOP WD- SEE STRUCTURAL DRAWING FOR CORRECT RIGID ATTACHMENT 1/ 4 " (1) LYR 5/8" TYPE 'X' GYP. BD. BOTH SIDES OF PARTITION WOOD STUD, @16" OC MAX, VERIFY W/ STRUC. DOUBLE TOP PLATE (TYP.), VERIFY W/ STRUC. ACOUSTIC BATT INSUL. CONTINUOUS SILL PLATE SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) BASE AS SCHEDULED (RE: FIN SCHED.) TOP BASE WE4 WE6 WE8 PLAN RE F : R C P (M I N . ) 6" SCHEDULED CEILING, REF: RCP EXTEND GYPSUM BOARD ON ONE SIDE TO UNDER SIDE OF DECK FLOOR AS SCHEDULED 1/ 4 " (2) LYR GWB - WD. STUDS (VERIFY LOCATION TO DECK) WD. SHEAR WALL W/ SHEATHING: MEZZANINE HEIGHT 5 1/4" @ 3 1/2" STUD W/ 1/2" OSB/PLY (5" NOM.) 7 1/4" @ 5 1/2" STUD W/ 1/2" OSB/PLY (7" NOM.) 9" @ 7 1/4" STUD W/ 1/2" OSB/PLY (9" NOM.) (1) LYR SHEATHING VERIFY SIZE & LOCATION W/ STRUC. VERIFY WITH FLOOR PLAN SCHED. REF. VERIFY WALL TYP. W/ PLANS BASE TOP WE- SEE STRUCTURAL DRAWING FOR CORRECT RIGID ATTACHMENT 1/ 4 " TOP PLAN BASE WC4 WC6 WC8 RE F : R C P 1/ 4 " 5 1/4" @ 3 1/2" STUD W/ 1/2" OSB/PLY (5" NOM.) 7 1/4" @ 5 1/2" STUD W/ 1/2" OSB/PLY (7" NOM.) 9" @ 7 1/4" STUD W/ 1/2" OSB/PLY (9" NOM.) (1) LYR 5/8" TYPE 'X' GYP. BD. BOTH SIDES OF PARTITION WOOD STUD, @16" O.C. MAX, VERIFY W/ STRUC. DOUBLE TOP PLATE (TYP.), VERIFY W/ STRUC. CONTINUOUS SILL PLATE SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) BASE AS SCHEDULED (RE: FIN SCHEDULE) EXTEND GYPSUM BOARD ON ONE SIDE TO UNDER SIDE OF DECK BRACE TO STRUCTURE, VERIFY W/ STRUCTURAL DRAWINGS. SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) UNDERSIDE OF DECK (1) LYR SHEATHING VERIFY SIZE & LOCATION W/ STRUC. TOP BASE RE F : R C P INNER, (1) LYR 1/2" RESILIENT CHANNEL 25 GA. @ 24" O.C. OUTER, (1) LYR 5/8" TYPE 'X' GWB WOOD STUD, @16" OC MAX, VERIFY W/ STRUC. DOUBLE TOP PLATE (TYP.), VERIFY W/ STRUC. 6-1/4" FIBERGLASS INSUL. CONTINUOUS SILL PLATE SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) BASE AS SCHEDULED (RE: FIN SCHED.) BASE RA6 PLAN RE F : R C P SCHEDULED CEILING, REF: RCP EXTEND GYPSUM BOARD ON ONE SIDE FULL HEIGHT FLOOR AS SCHEDULED 1/ 4 " (1) LYR GWB-(1) LYR RESILIENT CHANNEL-WD. STUDS-(1) LYR GWB 1 HR RATED - (SHAFT WALL) UL DESIGN U305 (LOAD-BEARING) BASE TOP RA- (FIRE-STOP) RATING SPRAY INSIDE CAVITY. SEE STRUCTURAL DRAWING FOR CORRECT RIGID ATTACHMENT RA6 RB- TOP 7-1/4" @ 1-1/2" x 5-1/2" STUD (7" NOM.) 7-1/4" @ 1-1/2" x 5-1/2" STUD (7" NOM.) (1) LYR GWB-(1) LYR RESILIENT CHANNEL-WD. STUDS-(1) LYR GWB 1 HR RATED - (SHAFT WALL) UL DESIGN U305 (LOAD-BEARING) OUTER, (1) LYR 5/8" TYPE 'X' GWB WA-WB-WC-WD-WE- RA-RB-RC-RD- RA4 5-1/4" @ 1-1/2" x 3-1/2" STUD (5" NOM.) RA4 5-1/4" @ 1-1/2" x 3-1/2" STUD (5" NOM.) ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 9 : 1 3 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WALL PARTITION SCHEDULE A1.5b 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION F.F. Lev el 1 100'-0" F.F. Level 1 100'-0" 2 A3.1 2 A3.1 F.F. Level 1 100'-0" B.O. FOOTING 97'-0" DEF 11'-2" 11'-3 1/4" 11'-4 1/2" 11'-6" 11'-8 1/2" 11'-10" 11'-11 1/4" 12'-0 3/4" 12'-2 1/2" 12'-4 1/2" 12'-6" 12'-7 1/2" 12'-9" 12'-10 1/2" 13'-1 1/2" 13'-3 1/2" 13'-6" 13'-8" 8'-8" 8' - 0 " B.O.BEAM B.O.BEAM T.O.PIER B.O.BEAM B.O.BEAM B.O.BEAM B.O.BEAM B.O.BEAM EQ EQEQEQ 7' - 0 " B.O.BEAM B.O.BEAM B.O.BEAM B.O.BEAM 4'-10"4'-10"4'-10" B.O.BEAM11'-7" (5) BEAMS @ 2'-9 1/2" O.C.= 16'-10" 2'-10"3'-3"3'-4"3'-5"3'-6"2'-9 1/2" 3'-8"3'-10"4'-0"4'-6" B.O.BEAM B.O.BEAM B.O.BEAM B.O.BEAM B.O.BEAM B.O.BEAM B.O.BEAM 2'-4"16'-10"16'-4"16'-0"14'-6" 0" 1'-10" 2" 04.07 04.15 05.01 05.02 26.13 M1 SV BM PT1 PT1 PT1 SV SV M1 26.13 26.15 E1 S3 M1 CS SV M1 BM PT1 2'-11" E2 E1 SC 8' - 8 " 7' - 0 " 04.07 04.09 04.10 05.02 2 A2.0 04.06 04.07 04.06 04.06 F.7 05.33 05.334" 04.07 04.07 9' - 0 " 7' - 0 " EQ EQ 2'-2"14'-8"2'-0"14'-4"2'-0"14'-0"2'-2" 8' - 8 " 07.32 07.31 07.29 05.01 7' - 0 " 04.1604.16 1'-4"1'-4" 04.16 03.17 04.07M1M1M1 F.F. Level 1 100'-0" B.O. FOOTING 97'-0" 8 04.07 04.06 04.07 04.08 05.02 05.011'-0" 6 1/2" 7' - 0 " 32.05 11'-10" 31.01 03.05 26.13 REF: STR. 2'-0" 04.16 04.15 04.17SLOPESLOPE B.O.BEAM 05.33 8' - 8 " B.O. FOOTING 97'-0" 8 05.02 05.01 04.07 11.19 32.13 26.13 32.03 7' - 0 " 8' - 0 " 31.01 04.07 03.17 04.17 11'-6" B.O.BEAM 8' - 8 " 2' - 0 " 2' - 0 " 32.05 03.05REF: STR. 2'-8" 05.33 04.0804.08 04.07 05.01 05.33 05.02 04.17 26.13 11.19 04.15 111'-2" 111'-3 1/4"111'-4 1/2" 111'-6"111'-7"111'-8 1/2"111'-10" 108'-8"108'-0" 107'-0" ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 9 : 3 2 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 BUILDING ELEVATION (ENLARGED) A2.0 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: # DATE DESCRIPTION scale: 1/4" = 1'-0"A2.0 1 PATIO WALL EAST ELEVATION scale:1/2" = 1'-0"A2.0 2 CROSS-SECTION 03. CONCRETE 03.05 FOOTING & FOUNDATION, SEE STRUCTURAL FOR CONCRETE TYPE AND REINFORCING. VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 03.17 PRE-CAST CONCRETE CAP. 04. MASONRY 04.06 STONE VENEER OVER 6" MASONRY, WITH STONE CAP, SEE STRUCTURAL DRAWINGS. 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.08 10" MASONRY BELOW 8" MASONRY, SEE STRUCTURAL DRAWINGS. SEE WALL SECTIONS. 04.09 12" MASONRY BELOW 8" MASONRY, SEE STRUCTURAL DRAWINGS. SEE WALL SECTIONS. 04.10 4" MASONRY, SEE WALL SECTIONS. SEE FINISH LEGEND FOR COLOR AND FINISH. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. WITH 1" AIR GAP OVER (LIQUID-APPLIED VAPOR BARRIER). 04.15 STONE VENEER, SEE ELEVATION MATERIAL LEGEND. 04.16 STONE VENEER TO FLUSH OUT WITH MASONRY 04.17 STONE CAP, BUILD-UP MORTAR TO SLOPE AWAY, STONE VENEER MANUFACTURER. 26. ELECTRICAL 26.13 PROVIDE WALL MOUNTED UP/DOWN LIGHT FIXTURE. SEE ELECTRICAL. 26.15 SUSPENDED LINEAR UP/DOWN LIGHT FIXTURE IN ROOMS WITH ROOF ACCESS, SEE ELECTRICAL. 05. METALS 05.01 STEEL COLUMN, PAINTED WHERE EXPOSED. SEE STRUCTURAL DRAWINGS. 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.33 CAP ENDS OF TUBE STEEL, GRIND ALL WELDS SMOOTH PRIME AND PAINTED. 31. EARTHWORK 31.01 VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 32. EXTERIOR IMPROVMENTS 32.03 SEE CIVIL PLANS FOR CONTINUATION OF SIDEWALKS. 32.05 EXTERIOR CONCRETE WALK, SLOPE AWAY FROM BUILDING TYPICAL. MAX. 1/4" PER FOOT, SEE CIVIL PLANS. 32.13 AMERISTAR MONTAGE INDUSTRIAL LOCKABLE GATE IN LOCATION SHOWN. 8'-0" TALL, MATCH FENCE. scale:1/2" = 1'-0"A2.0 3 PATIO FIREPLACE SECTION 07. THERMAL & MOISTURE PROTECTION 07.29 TRIM, COLOR TO MATCH SIDING. 07.31 METAL SIDING, (MBCI OR APPROVED EQUAL): HORIZONTAL REVERSE ROLLED 7.2 RIBBED WALL PANEL EXPOSED FASTENER, OVER HIGH TEMP. VAPOR BARRIER; SEE ELEVATION FOR COLOR. 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 11. EQUIPMENT 11.19 FIREPLACE, SEE PLUMBING AND MECHANICAL DRAWINGS. VERIFY WITH MFR. FOR WALL THICKNESS AND MOUNTING HEIGHTS. scale:A2.0 GG 3D FIREPLACE VISUAL REFERENCE scale: 1/2" = 1'-0"A2.0 5 OUT DOOR FIREPLACE GLAZING TYPES: -1" Clear, Low E, Insulated, Sealed. U-Value = .29, SHGC = .38 -1" Clear, Low E, Insulated, Tempered Glass, Sealed U-Value = .29, SHGC = .38 GENERAL NOTES 1. WINDOW MULLIONS ARE ASSUMED TO BE 2" THICK 2. FIELD VERIFY ALL FINISHED WINDOW OPENINGS PRIOR TO MANUFACTURING. 3. PROVIDE SHOP DRAWINGS FOR ALL WINDOWS PRIOR TO MANUFACTURING. 4. DIMENSIONS ARE TO OUTSIDE OR CENTER OF MULLION. 5. INSTALL STOREFRONT SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. SHIM WINDOWS AS REQ'D AT HEAD. A B BM BREAK METAL: CB CONCRETE BENCH: SYSTEM: FLASHING PATTERN: 2 RIBBED FINISH: 22GA. COLOR: MIDNIGHT BRONZE SIZE: SEE SECTION AND DETAILS SYSTEM: LE.03 PATTERN: - FINISH: ANTI-GRAFFITI SEALED COLOR: NATURAL SIZE: VARIES, SEE WALL SECTION ALTERNATE: CAST-IN-PLACE MBCI OR APPROVED EQUAL EXTERIOR LEGEND: VISUAL REFERENCE VISUAL REFERENCE CF CONCRETE FOUNDATION WALL: CS PRECAST CONCRETE SILL: VISUAL REFERENCE VISUAL REFERENCE EQ EQ EQ EQ SE C T I O N SE E D T L . & ENLARGED SYSTEM: - PATTERN: - FINISH: SEALED COLOR: NATURAL SIZE: SEE WALL SECTION ENLARGED SE C T I O N S SE E D T L . & SYSTEM: - PATTERN: - FINISH: SEALED COLOR: NATURAL SIZE: SEE WALL SECTION D DOOR HOLLOW METAL: E1 (E.I.F.S) EXTERIOR INSULATING FINISH SYSTEM: VISUAL REFERENCE VISUAL REFERENCE SYSTEM: INSULATED HOLLOW METAL FRAME: COLOR & FINISH TO MATCH FINISH: EXTERIOR HEAVY DUTY SEALED COLOR: BLACK FOX (SW 7020) SIZE: SEE DOOR SCHEDULE SYSTEM: 3 PART PATTERN: "V" GROOVE 3/4" FINISH: FINE COLOR: SNOWBOUND (SW 7004) SIZE: 1-1/2" VERIFY WITH WALL SECTION E2 E3 VISUAL REFERENCE VISUAL REFERENCE SHERWIN WILLIAMS OR APPROVED EQUAL STO OR APPROVED EQUAL (E.I.F.S) EXTERIOR INSULATING FINISH SYSTEM: STO OR APPROVED EQUAL (E.I.F.S) EXTERIOR INSULATING FINISH SYSTEM: STO OR APPROVED EQUAL SYSTEM: 3 PART PATTERN: "V" GROOVE 3/4" FINISH: FINE COLOR: MODERN GRAY (SW 7632) SIZE: 1-1/2" VERIFY WITH WALL SECTION SYSTEM: 3 PART PATTERN: "V" GROOVE 3/4" FINISH: FINE COLOR: SPALDING GRAY (SW 6074) SIZE: 1-1/2" VERIFY WITH WALL SECTION F M1 VISUAL REFERENCE VISUAL REFERENCE FLASHING: PER WALL MATERIAL TYPE MASONRY: SUNROC OR APPROVED EQUAL SYSTEM: 24 GA. VERIFY w/ MFR. PATTERN: CONTINUOUS FINISH: PER MANUFACTURER COLOR: DARK BRONZE TYP. VERIFY w/ WALL TYPE AND FINISH SIZE: VARIES, SEE WALL SECTION SYSTEM: SPLIT-FACED PATTERN: RUNNING BOND FINISH: SEALED COLOR: SAGE SIZE: (4x8x16 VENEER) & 8x8x16 & 10x8x16 & 12x8x16 SEE WALL SECTIONS M2 P VISUAL REFERENCE VISUAL REFERENCE PARAPET SYSTEM: HICKMAN OR APPROVED EQUAL SYSTEM: 22 GA. PERMASNAP CONT. CLEAT PATTERN: CONTINUOUS - 3 PART FINISH: FACTORY FINISH COLOR: MIDNIGHT BRONZE SIZE: VARIES, SEE WALL SECTIONS FRONT FACE: 6" MIN. MASONRY: SUNROC OR APPROVED EQUAL SYSTEM: HONED PATTERN: RUNNING BOND FINISH: SEALED COLOR: SAGE SIZE: 4x8x16 VENEER & 8x8x16 SEE WALL SECTIONS PT1 S1 VISUAL REFERENCE VISUAL REFERENCE SIDING SYSTEM: SYSTEM: REVERSED ROLLED WALL PATTERN: 7.2 RIB HORIZONTAL FINISH: SIGNATURE 300 FACTORY FINISH COLOR: MIDNIGHT BRONZE TRIM SIZE: 3" (EXPOSED FASTENERS COLOR TO MATCH) PAINTED STEEL: SYSTEM: 3 COAT PATTERN: - FINISH: EXTERIOR HEAVY DUTY SEALED COLOR: BLACK FOX (SW 7020) SIZE: VARIES - SEE SECTION & DETAILS. SHERWIN WILLIAMS OR APPROVED EQUAL SE E D T L . DTL. SEE S2 SF VISUAL REFERENCE VISUAL REFERENCE STOREFRONT SYSTEM: KAWNEER OR APPROVED EQUAL SYSTEM: 451 UT (THERMAL) PATTERN: SEE WINDOW SCHEDULE FINISH: FACTORY ANODIZED ALUMINUM COLOR: DARK BRONZE SIZE: PER MANUFACTURER SEE WALL SECTIONS MBCI OR APPROVED EQUAL SIDING SYSTEM: QUALITY EDGE OR APPROVED EQUAL SYSTEM: HIDDEN FASTENER PATTERN: (MULTI-TONE) FINISH: WOOD COLOR: 481 DRIFTWOOD SIZE: HD3 - (5") TRIM SIZE 3" S/S VISUAL REFERENCE STANDING SEAM METAL ROOF & SOFFIT: MBCI OR APPROVED EQUAL SYS: BATTENLOK HS PATN: PENCIL RIBS FIN: FACTORY COLOR: MIDNIGHT BRONZE SIZE: 16" O.C. SCHEDULE SEE WINDOW LEGEND CONTINUED :LEGEND CONTINUED :LEGEND CONTINUED :LEGEND CONTINUED : SV TAG VISUAL REFERENCE STONE VENEER: HARRISTONE OR APPROVED EQUAL SYSTEM: STONE VENEER W/ STONE CAP PATTERN: CHIEF JOSEPH FINISH: SEALED COLOR: SUMMIT SIZE: RANDOM SYS: ARTISAN PATN: 4" BEADS FIN: FACTORY COLOR: MIDNIGHT BRONZE SIZE: 12" O.C. STANDING SEAM SOFFIT 1' - 0 " 1'-4" TAGTAG TAG TAG TAG TAG TAG TAG TAG TAG TAG TAG TAG TAG TAG TAG TAG SYMBOL FOR SCHEDULED WINDOW.GLAZING SYSTEM STREETSCAPES OR APPROVED EQUAL 1 A3.1 1 A3.1 2 A3.1 2 A3.1 F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" DECK BEARING 140'-10" ABC DE F G 2'-9"14'-8"2'-9" 10 ' - 0 " 6' - 8 " 6' - 8 " 2' - 4 " 3 A3.1 3 A3.1 05.02 PM2 M1BMPT1 SV BM BM E2 SF-2 S3 F E3 E1 32.13 26.05 139B 101A M1 M1 7' - 0 " 7' - 0 " 9' - 0 " 2' - 8 " 4" 1/2" / 12" 1/2" / 12" 07.32 05.04 3'-6 1/2"11'-4"7'-4"11'-4" E1 E3 P E3 E1 S/S BM PT1 M1 S3 E1 9' - 0 " 26.13 112'-8" 130'-0" 9' - 0 " 129'-11" 150'-10" 144'-3"148'-0" 144'-3" 130'-0" SF-2 E2 E3 S3 P C4 SF-2 M1 BM F07.07 EQEQEQEQ 08.01 S3 E2 E2 E3 SV SV E1 09.01 07.32 D 07.34 7' - 0 " 07.06 07.26 07.08 07.24 07.30 07.06 07.29 07.2907.31 05.01SC 07.08 07.08 PT1 1' - 4 " 05.28 136B A B C B N O M O M N O M O F.9 F.2 F.7 M1M1 CS E1 CM U O P E N I N G 9' - 4 " 14'-0"C4 F T.O.WALL 122'-0" E3 E2 05.33 P E1 SV M1 03.06 08.10 04.07 04.09 04.09 04.09 04.07 04.09 04.10 04.07 04.10 03.10 08.01 07.29 07.26 T.O WALL T.O WALL 07.25 07.06 07.24 07.08 T.O WALL T.O WALL T.O WALL T.O WALL 07.14 07.30 04.17 BB A AAAA A AAAA A AAAA A A A AA AAA AA BB08.06 BBBB INT. DECK BEARING T.O. MASONRY 150'-8" DECK BEARING 155'-0" DECK BEARING 154'-4" DECK BEARING 154'-10" 146'-0" T.O WALL BM 1/2" / 12" 120'-0" T.O WALL 07.06 T.O. FURRING WALL 9' - 0 " 1 A3.2 1 A3.2 3 A4.5 2 A3.2 2 A3.2 BB 1 A4.5 F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" E1 E1 C4 B SV E1 E3 E1 E3 BM PT1 M1 SV E1 M1 E1 E3 C4 E2 BM E3 P F P E3 E1 BM E3 CB SVM2 CB CFM1 E1 BM E1 E3 CS SF-2 SF-2 DECK BEARING 140'-10" DECK BEARING 140'-10" 1234567 8 7.8 7.2 3 A3.2 3 A3.2 D E3 S3 M2 M1 CS SF-2 F 11 ' - 0 " 9' - 0 " 11 ' - 0 " 9' - 0 " 15 ' - 0 " S3 F PT1 32.13 07.07 BM SV M1 B D E E E E E F E O O P P P P P P P P P P P P P P P P Q R 26.12 112 103A 114A S/S P E3 E1 07.06 07.24 07.31 26.12 26.12 07.29 07.07 07.08 32.13 05.18 07.06 130'-0" 144'-3" 146'-0" 150'-10"150'-10" 144'-3" 148'-0" 146'-0" 08.01 8" 128'-5 1/2" 7' - 0 " 8' - 8 " 07.33 1.3 7.7 1.8 15 ' - 0 " 07.24 26.13 07.08 04.09 04.10 03.10 03.06 07.3405.01 26.13 07.29 07.31 07.30 03.06 07.26 08.01 07.24 07.07 08.06 401 07.26 07.06 07.26 07.30 116'-7" 07.25 07.26 2' - 8 " 04.07 07.26 08.06BB A A A AAAAA AAAA AAAA A A A A A AAA A A B A A A A A A A A 04.09 T.O.WALL T.O.WALL T.O.WALL T.O.WALL T.O.WALLT.O.WALL T.O.WALL T.O.WALL T.O.WALL 120'-0" T.O.WALL 07.29 04.17 04.2204.22 03.12 04.17 07.34 1.9 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 2 9 : 4 9 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 BUILDING ELEVATIONS A2.1 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: scale: 1/8" = 1'-0"A2.1 3 EAST ELEVATION scale: 1/8" = 1'-0"A2.1 1 NORTH ELEVATION 03. CONCRETE 03.06 THESE DASHED LINED INDICATE THE FOOTING AND FOUNDATION, SEE STRUCTURAL DRAWINGS. 03.10 PRE-CAST CONCRETE SILL WITH DRIP CHANNEL. 03.12 CONCRETE BENCH WITH EXTERIOR LED STIPE LIGHTING, MODEL LE.03 (STREETSCAPES OR APPROVED EQUAL), ALTERNATE: CAST-IN-PLACE. 04. MASONRY 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.09 12" MASONRY BELOW 8" MASONRY, SEE STRUCTURAL DRAWINGS. SEE WALL SECTIONS. 04.10 4" MASONRY, SEE WALL SECTIONS. SEE FINISH LEGEND FOR COLOR AND FINISH. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. WITH 1" AIR GAP OVER (LIQUID-APPLIED VAPOR BARRIER). 04.17 STONE CAP, BUILD-UP MORTAR TO SLOPE AWAY, STONE VENEER MANUFACTURER. 04.22 6" MASONRY, SEE WALL SECTIONS. SEE FINISH LEGEND FOR COLOR AND FINISH. 26. ELECTRICAL 26.05 LIGHT FIXTURE, SEE ELECTRICAL. 26.12 WALL MOUNTED SECURITY LIGHTING, SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS. 26.13 PROVIDE WALL MOUNTED UP/DOWN LIGHT FIXTURE. SEE ELECTRICAL. 05. METALS 05.01 STEEL COLUMN, PAINTED WHERE EXPOSED. SEE STRUCTURAL DRAWINGS. 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.04 STRUCTURAL SUPPORT, SEE STRUCTURAL DRAWINGS. 05.18 42" HIGH, 1/2" WET GLAZED GUARDRAIL SYSTEM, TEMPERED, (05 7310 CLR GRS OR APPROVED EQUAL). FINISH DARK BRONZE. NO TOP CAP, EASED & POLISHED EDGES. SEE DETAILS 1,2/A5.7. 05.28 ROOF ACCESS LADDER. SEE DETAILS 3,4,5/A8.3 PAINTED TO MATCH BUILDING. 05.33 CAP ENDS OF TUBE STEEL, GRIND ALL WELDS SMOOTH PRIME AND PAINTED. 32. EXTERIOR IMPROVMENTS 32.13 AMERISTAR MONTAGE INDUSTRIAL LOCKABLE GATE IN LOCATION SHOWN. 8'-0" TALL, MATCH FENCE. 07. THERMAL & MOISTURE PROTECTION 07.06 FACTORY PAINTED PARAPET CAP/FLASHING AND CONTINUOUS METAL COPING WITH DRIP FLASHING AND HOLD DOWN CLIPS BOTH SIDES,(PERMASNAP OR APPROVED EQUAL) SEE ELEVATION AND LEGEND FOR COLOR. 07.07 FACTORY PAINTED CONTINUOUS BREAK MTL. FLASHING, SEE ELEVATION LEGEND FOR COLOR. 07.08 CONTINUOUS BREAK METAL FASCIA WRAPED TO SOFFIT, 22 GA. SEE FINISH LEGEND FOR COLOR. 2 RIBBED SEE DETAILS. 07.14 DASHED LINE REPRESENTS ROOF LINE/SLOPE BEYOND. ROOF TO DRAIN 1/4" PER FOOT TO DRAIN TOWARDS GUTTER, SEE ROOF PLAN. 07.24 EIFS HEADER, SEE WALL SECTION AND DETAILS. 07.25 EIFS OVER 3/4" RIGID INSULATION OVER 1/2" SHEATHING, SEE STRUCTURAL. SEE ELEVATIONS FOR COLORS. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED VAPOR BARRIER), SEE ELEVATIONS AND WALL SECTIONS. 07.29 TRIM, COLOR TO MATCH SIDING. 07.30 METAL SIDING, "VESTA" PLANK VARIEGATES, (QUALITY EDGE OR APPROVED EQUAL). 07.31 METAL SIDING, (MBCI OR APPROVED EQUAL): HORIZONTAL REVERSE ROLLED 7.2 RIBBED WALL PANEL EXPOSED FASTENER, OVER HIGH TEMP. VAPOR BARRIER; SEE ELEVATION FOR COLOR. 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.33 BAR STYLE SNOW GUARDS TO MATCH STANDING SEAM METAL ROOF. 07.34 CONTINUOUS RAIN GUTTER, MATCH STANDING SEAM ROOF COLOR. SEE ELEVATIONS. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 08.10 SLIDING WALL SYSTEM WITH LOW PROFILE SADDLE SILL AND UNIVER SILL. HSW60 AND ENCLOSURE STACKING AREA 3 (NANAWALL SYSTEMS OR APPROVED EQUAL). ALTERNATES INCLUDE, "AVANTI SYSTEMS", CR LAURENCE, KAWNEER. 09. FINISHES 09.01 'V-GROOVE' IN EIFS, SEE DETAIL 13/A8.2. # DATE DESCRIPTION 1 04.19.2023 Addendum 1 1 A3.1 1 A3.1 2 A3.1 2 A3.15 A4.2 F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" A B C D E F G 4" 2' - 8 " 3 A3.1 3 A3.1 5 A4.1 EQEQ 1'-0" S3 E1 BM PT1 C4 SV E1 CS E3 E3 F P BM E1 E1 E3 SV BM M1 SF-2 SV SV M1 M1 M2 M2P SC SV PT1 BM M1 CB PG-1M1 SF-2 E3 F PT1E3 P E3 SF-2 9' - 0 " 32.13 03.10 03.12 07.24 08.01 08.01 07.31 07.06 07.08 07.08 04.07 04.09 M1 07.06 07.24 M1 04.10 07.30 CF 03.08 8" 32.15 130'-0" 144'-3" 148'-0" 130'-0" 116'-7" 130'-0" 150'-10" 08.16 B B A 328B A A 324B A 326B A A A A B A B B A A A A A AA A A 122A A A A B A 118 AA A A AA AA A A A B 122B 05.18 B B B B 8' - 0 " 03.19 03.0803.08 04.09 04.07 04.1004.10 03.10 07.29 146'-0" 154'-4" 155'-0 1/2" F.9 F.2 F.8F.7 A.2 A.3 B.3 04.07 04.15 08.16 07.07 26.09 26.13 08.01 E2 E1 E2 C4 EQ EQ 07.06 08.01 T.O.WALL DECK BEARING T.O.WALL T.O.WALL T.O.WALL T.O.WALL T.O.WALL T.O.WALL 15 ' - 0 " 15 ' - 0 " 04.17 08.01 G E E E H J S S P P P P P P P PT U UU 03.06 07.29 DECK BEARING INT. DECK BEARING T.O. MASONRY 150'-8" 26.09 10 ' - 0 " 12'-0" 1 A3.2 1 A3.2 5 A4.4 2 A3.2 2 A3.2 2 A4.5 4 A4.5 F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" 3'-0"8'-4"8'-4"3'-0" 1 2 3 4 5 6 7 8 2' - 8 " 9" 3 A3.2 3 A3.2 122'-0" 112'-8" 4' - 0 " 21 ' - 0 " 4' - 0 " 21 ' - 0 1 / 2 " 146'-0" 130'-0" 116'-7" 130'-0" 146'-0" 150'-10" 108'-8" 7' - 0 " CS SV BM E2 C4 E1 E3 E3 SF-2 BM PT1 SV M1 M1 E1 E1 M1 M1 SV BM SV C4 BM E3 E3 BM SF-2 PT1 SV PT1 C-1 S/S SC M1 E3 SF-2 PT1 E3 E1 C-1 CS PT1 M2 P E3 P PT1E3 F P 26.13 05.04 15 ' - 0 " K K L L V N N W W M Q V Q M P P P P X Y X 9' - 0 " 146'-0" 05.18 1.3 7.7 1.8 32.02 03.10 22.08 26.05 08.01 04.15 04.16 04.16 04.17 07.08 07.06 07.24 07.26 05.28 116'-0" 08.01 04.17 P SF-2 E1 M1 CS E2 E1 E1 P M1 26.13 05.33 03.10 07.26 04.15 04.09 04.07 04.09 07.26 7' - 0 " 07.07 T.O.WALL T.O.WALL T.O.WALL T.O.WALL INT. DECK BEARING T.O.WALL T.O.WALL T.O.WALL 120'-0" 130'-0" T.O.WALL E3 SV 15 ' - 0 " 2' - 8 " 04.07 08.06 B B122C BBB 136D B A A AAA A A A AA A A A B A A A 118 AAA AAA AA AA A A A 139C136C B B T.O.WALL T.O.WALL T.O.WALL 07.06 07.08 07.26 07.2607.26 04.15 04.07 EQEQ 9' - 0 " 04.09 04.07 04.09 22.08 1' - 1 0 " 08.01 E2 8"10'-0"8"8"10'-0"8" 08.06 D 1' - 8 " 1' - 8 " 22.08 32.15 03.08 04.07 26.13 07.06 1.9 BM 07.08 150'-8" T.O. MASONRY GLAZING TYPES: -1" Clear, Low E, Insulated, Sealed. U-Value = .29, SHGC = .38 -1" Clear, Low E, Insulated, Tempered Glass, Sealed U-Value = .29, SHGC = .38 GENERAL NOTES 1. WINDOW MULLIONS ARE ASSUMED TO BE 2" THICK 2. FIELD VERIFY ALL FINISHED WINDOW OPENINGS PRIOR TO MANUFACTURING. 3. PROVIDE SHOP DRAWINGS FOR ALL WINDOWS PRIOR TO MANUFACTURING. 4. DIMENSIONS ARE TO OUTSIDE OR CENTER OF MULLION. 5. INSTALL STOREFRONT SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. SHIM WINDOWS AS REQ'D AT HEAD. A B BM BREAK METAL: CB CONCRETE BENCH: SYSTEM: FLASHING PATTERN: 2 RIBBED FINISH: 22GA. COLOR: MIDNIGHT BRONZE SIZE: SEE SECTION AND DETAILS SYSTEM: LE.03 PATTERN: - FINISH: ANTI-GRAFFITI SEALED COLOR: NATURAL SIZE: VARIES, SEE WALL SECTION ALTERNATE: CAST-IN-PLACE MBCI OR APPROVED EQUAL EXTERIOR LEGEND: VISUAL REFERENCE VISUAL REFERENCE CF CONCRETE FOUNDATION WALL: CS PRECAST CONCRETE SILL: VISUAL REFERENCE VISUAL REFERENCE EQ EQ EQ EQ SE C T I O N SE E D T L . & ENLARGED SYSTEM: - PATTERN: - FINISH: SEALED COLOR: NATURAL SIZE: SEE WALL SECTION ENLARGED SE C T I O N S SE E D T L . & SYSTEM: - PATTERN: - FINISH: SEALED COLOR: NATURAL SIZE: SEE WALL SECTION D DOOR HOLLOW METAL: E1 (E.I.F.S) EXTERIOR INSULATING FINISH SYSTEM: VISUAL REFERENCE VISUAL REFERENCE SYSTEM: INSULATED HOLLOW METAL FRAME: COLOR & FINISH TO MATCH FINISH: EXTERIOR HEAVY DUTY SEALED COLOR: BLACK FOX (SW 7020) SIZE: SEE DOOR SCHEDULE SYSTEM: 3 PART PATTERN: "V" GROOVE 3/4" FINISH: FINE COLOR: SNOWBOUND (SW 7004) SIZE: 1-1/2" VERIFY WITH WALL SECTION E2 E3 VISUAL REFERENCE VISUAL REFERENCE SHERWIN WILLIAMS OR APPROVED EQUAL STO OR APPROVED EQUAL (E.I.F.S) EXTERIOR INSULATING FINISH SYSTEM: STO OR APPROVED EQUAL (E.I.F.S) EXTERIOR INSULATING FINISH SYSTEM: STO OR APPROVED EQUAL SYSTEM: 3 PART PATTERN: "V" GROOVE 3/4" FINISH: FINE COLOR: MODERN GRAY (SW 7632) SIZE: 1-1/2" VERIFY WITH WALL SECTION SYSTEM: 3 PART PATTERN: "V" GROOVE 3/4" FINISH: FINE COLOR: SPALDING GRAY (SW 6074) SIZE: 1-1/2" VERIFY WITH WALL SECTION F M1 VISUAL REFERENCE VISUAL REFERENCE FLASHING: PER WALL MATERIAL TYPE MASONRY: SUNROC OR APPROVED EQUAL SYSTEM: 24 GA. VERIFY w/ MFR. PATTERN: CONTINUOUS FINISH: PER MANUFACTURER COLOR: DARK BRONZE TYP. VERIFY w/ WALL TYPE AND FINISH SIZE: VARIES, SEE WALL SECTION SYSTEM: SPLIT-FACED PATTERN: RUNNING BOND FINISH: SEALED COLOR: SAGE SIZE: (4x8x16 VENEER) & 8x8x16 & 10x8x16 & 12x8x16 SEE WALL SECTIONS M2 P VISUAL REFERENCE VISUAL REFERENCE PARAPET SYSTEM: HICKMAN OR APPROVED EQUAL SYSTEM: 22 GA. PERMASNAP CONT. CLEAT PATTERN: CONTINUOUS - 3 PART FINISH: FACTORY FINISH COLOR: MIDNIGHT BRONZE SIZE: VARIES, SEE WALL SECTIONS FRONT FACE: 6" MIN. MASONRY: SUNROC OR APPROVED EQUAL SYSTEM: HONED PATTERN: RUNNING BOND FINISH: SEALED COLOR: SAGE SIZE: 4x8x16 VENEER & 8x8x16 SEE WALL SECTIONS PT1 S1 VISUAL REFERENCE VISUAL REFERENCE SIDING SYSTEM: SYSTEM: REVERSED ROLLED WALL PATTERN: 7.2 RIB HORIZONTAL FINISH: SIGNATURE 300 FACTORY FINISH COLOR: MIDNIGHT BRONZE TRIM SIZE: 3" (EXPOSED FASTENERS COLOR TO MATCH) PAINTED STEEL: SYSTEM: 3 COAT PATTERN: - FINISH: EXTERIOR HEAVY DUTY SEALED COLOR: BLACK FOX (SW 7020) SIZE: VARIES - SEE SECTION & DETAILS. SHERWIN WILLIAMS OR APPROVED EQUAL SE E D T L . DTL. SEE S2 SF VISUAL REFERENCE VISUAL REFERENCE STOREFRONT SYSTEM: KAWNEER OR APPROVED EQUAL SYSTEM: 451 UT (THERMAL) PATTERN: SEE WINDOW SCHEDULE FINISH: FACTORY ANODIZED ALUMINUM COLOR: DARK BRONZE SIZE: PER MANUFACTURER SEE WALL SECTIONS MBCI OR APPROVED EQUAL SIDING SYSTEM: QUALITY EDGE OR APPROVED EQUAL SYSTEM: HIDDEN FASTENER PATTERN: (MULTI-TONE) FINISH: WOOD COLOR: 481 DRIFTWOOD SIZE: HD3 - (5") TRIM SIZE 3" S/S VISUAL REFERENCE STANDING SEAM METAL ROOF & SOFFIT: MBCI OR APPROVED EQUAL SYS: BATTENLOK HS PATN: PENCIL RIBS FIN: FACTORY COLOR: MIDNIGHT BRONZE SIZE: 16" O.C. SCHEDULE SEE WINDOW LEGEND CONTINUED :LEGEND CONTINUED :LEGEND CONTINUED :LEGEND CONTINUED : SV TAG VISUAL REFERENCE STONE VENEER: HARRISTONE OR APPROVED EQUAL SYSTEM: STONE VENEER W/ STONE CAP PATTERN: CHIEF JOSEPH FINISH: SEALED COLOR: SUMMIT SIZE: RANDOM SYS: ARTISAN PATN: 4" BEADS FIN: FACTORY COLOR: MIDNIGHT BRONZE SIZE: 12" O.C. STANDING SEAM SOFFIT 1' - 0 " 1'-4" TAGTAG TAG TAG TAG TAG TAG TAG TAG TAG TAG TAG TAG TAG TAG TAG TAG SYMBOL FOR SCHEDULED WINDOW.GLAZING SYSTEM STREETSCAPES OR APPROVED EQUAL ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 0 : 2 7 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 BUILDING ELEVATIONS A2.2 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: # DATE DESCRIPTION scale: 1/8" = 1'-0"A2.2 1 WEST ELEVATION scale:1/8" = 1'-0"A2.2 2 SOUTH ELEVATION 03. CONCRETE 03.06 THESE DASHED LINED INDICATE THE FOOTING AND FOUNDATION, SEE STRUCTURAL DRAWINGS. 03.08 EXPOSED CONCRETE FOUNDATION, FINISH TO BE NATURAL AND SEALED. 03.10 PRE-CAST CONCRETE SILL WITH DRIP CHANNEL. 03.12 CONCRETE BENCH WITH EXTERIOR LED STIPE LIGHTING, MODEL LE.03 (STREETSCAPES OR APPROVED EQUAL), ALTERNATE: CAST-IN-PLACE. 03.19 6" CONCRETE PAD FOR SWIM-SPA 04. MASONRY 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.09 12" MASONRY BELOW 8" MASONRY, SEE STRUCTURAL DRAWINGS. SEE WALL SECTIONS. 04.10 4" MASONRY, SEE WALL SECTIONS. SEE FINISH LEGEND FOR COLOR AND FINISH. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. WITH 1" AIR GAP OVER (LIQUID-APPLIED VAPOR BARRIER). 04.15 STONE VENEER, SEE ELEVATION MATERIAL LEGEND. 04.16 STONE VENEER TO FLUSH OUT WITH MASONRY 04.17 STONE CAP, BUILD-UP MORTAR TO SLOPE AWAY, STONE VENEER MANUFACTURER. 26. ELECTRICAL 26.05 LIGHT FIXTURE, SEE ELECTRICAL. 26.09 WALL-MOUNTED FIXTURE, SEE ELECTRICAL. 26.13 PROVIDE WALL MOUNTED UP/DOWN LIGHT FIXTURE. SEE ELECTRICAL. 05. METALS 05.04 STRUCTURAL SUPPORT, SEE STRUCTURAL DRAWINGS. 05.18 42" HIGH, 1/2" WET GLAZED GUARDRAIL SYSTEM, TEMPERED, (05 7310 CLR GRS OR APPROVED EQUAL). FINISH DARK BRONZE. NO TOP CAP, EASED & POLISHED EDGES. SEE DETAILS 1,2/A5.7. 05.28 ROOF ACCESS LADDER. SEE DETAILS 3,4,5/A8.3 PAINTED TO MATCH BUILDING. 05.33 CAP ENDS OF TUBE STEEL, GRIND ALL WELDS SMOOTH PRIME AND PAINTED. 32. EXTERIOR IMPROVMENTS 32.02 CONCRETE SPLASH PAD LOCATED AT ALL OVERFLOW DRAINS IN LANDSCAPING. 32.13 AMERISTAR MONTAGE INDUSTRIAL LOCKABLE GATE IN LOCATION SHOWN. 8'-0" TALL, MATCH FENCE. 32.15 CATCH BASIN, SEE PLUMBING AND CIVIL DRAWINGS. 07. THERMAL & MOISTURE PROTECTION 07.06 FACTORY PAINTED PARAPET CAP/FLASHING AND CONTINUOUS METAL COPING WITH DRIP FLASHING AND HOLD DOWN CLIPS BOTH SIDES,(PERMASNAP OR APPROVED EQUAL) SEE ELEVATION AND LEGEND FOR COLOR. 07.07 FACTORY PAINTED CONTINUOUS BREAK MTL. FLASHING, SEE ELEVATION LEGEND FOR COLOR. 07.08 CONTINUOUS BREAK METAL FASCIA WRAPED TO SOFFIT, 22 GA. SEE FINISH LEGEND FOR COLOR. 2 RIBBED SEE DETAILS. 07.24 EIFS HEADER, SEE WALL SECTION AND DETAILS. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED VAPOR BARRIER), SEE ELEVATIONS AND WALL SECTIONS. 07.29 TRIM, COLOR TO MATCH SIDING. 07.30 METAL SIDING, "VESTA" PLANK VARIEGATES, (QUALITY EDGE OR APPROVED EQUAL). 07.31 METAL SIDING, (MBCI OR APPROVED EQUAL): HORIZONTAL REVERSE ROLLED 7.2 RIBBED WALL PANEL EXPOSED FASTENER, OVER HIGH TEMP. VAPOR BARRIER; SEE ELEVATION FOR COLOR. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 08.16 OVERHEAD DOOR ALUMINUM GLASS DOOR MODEL 521, WITH HIGH LIFT TRACK. FRAME COLOR TO MATCH STOREFRONT COLOR DARK BRONZE, (OVERHEAD DOOR COMPANY OR APPROVED EQUAL). 22. PLUMBING 22.08 ESCUTCHEON LOCATION, SEE PLUMBING DRAWINGS. GENERAL NOTES 1. WINDOW MULLIONS ARE ASSUMED TO BE 2" THICK 2. FIELD VERIFY ALL FINISHED WINDOW OPENINGS PRIOR TO MANUFACTURING 3. PROVIDE SHOP DRAWINGS FOR ALL WINDOWS PRIOR TO MANUFACTURING 4. FIELD VERIFY CONNECTION CONDITIONS FOR REPLACEMENT STOREFRONT. IF OTHER THAN INDICATED IN DETAILS CONTACT ARCHITECT FOR ATTACHMENT CLARIFICATION. 5. DIMENSIONS ARE TO OUTSIDE OR CENTER OF MULLION. 6. INSTALL STOREFRONT SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. SHIM WINDOWS AS REQ'D AT HEAD. GLAZING PERFORMANCE: INDOOR LITE: CLEAR "TRANSPARENT" FLOAT GLASS OUTDOOR LITE: CLEAR FLOAT, SPUTTER COATED ON SECOND SURFACE. COATING: "SOLARBAN 60 SOLAR CONTROL LOW-E (SPUTTERED) BY PPG INDUSTRIES. INC. LOCATION: SECOND SURFACE. VISIBLE LIGHT TRANSMISSION: 70% U-VALUE -WINTER: 0.29, SUMMER: 0.27 SHGC: 0.38 SHADING COEFFICIENT: 0.44 OUTDOOR VISIBLE LIGHT REFLECTANCE: 11% EXTERIOR 1" CLEAR, INSULATED, LOW E, SEALED. 1" CLEAR, INSULATED, LOW E, TEMPERED GLASS, SEALED INTERIOR 1/2" CLEAR TEMPERED BUTT GLAZED SYSTEM 1/2" CLEAR GLAZED SYSTEM 1/2" TEMPERED, ONE WAY PRIVACY FILM WITH MIRROR FINISH ON INSIDE OF ROOM FIRE RATED GLASS GLAZING TYPES: A B C D E F F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" F.F. Level 2 113'-5" F.F. LEVEL 3 126'-10" F.F. LEVEL 3 126'-10" 3' - 0 " 7' - 0 " 3' - 5 " 3' - 3 " 6' - 8 " 3' - 6 " 3' - 2 " 6' - 8 " 4'-8"10'-8"4'-8"10'-0"4'-0"8'-0"4'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8" 10 ' - 0 " 8' - 0 " 5' - 4 " 13 ' - 4 " 4'-0"4'-0" 3' - 0 " 7' - 0 " 3' - 5 " 3' - 3 " 6' - 8 " 3' - 6 " 3' - 2 " 6' - 8 " 10 ' - 0 " 3' - 5 " 3' - 3 " 6' - 8 " 3' - 6 " 3' - 2 " 6' - 8 " 3' - 0 " 7' - 0 " 3' - 5 " 3' - 3 " 6' - 8 " 3' - 6 " 3' - 2 " 6' - 8 " 8'-0" 4'-0"4'-0" 6' - 8 " 6' - 8 " 8'-0" B BB A A A AAAAA AAAA AAAA A A A A A AAA A A B A A A A A A A A 4'-8" 2' - 1 1 " 5' - 2 " 1' - 1 1 " 8' - 1 " 1' - 1 1 " 4'-8"4'-8" 8'-0"4'-8" 3' - 0 " 7' - 0 " 3' - 5 " 3' - 3 " 6' - 8 " 6' - 8 " 6' - 8 " 4'-8"4'-8"4'-8"4'-8" 3' - 0 " 7' - 0 " 3' - 5 " 3' - 3 " 6' - 8 " 3' - 6 " 3' - 2 " 6' - 8 " 3' - 0 " 7' - 0 " 3' - 5 " 3' - 3 " 6' - 8 " 3' - 6 " 3' - 2 " 6' - 8 " 3' - 6 " 3' - 5 " 3' - 0 " 7' - 0 " 3' - 5 " 3' - 3 " 6' - 8 " 3' - 6 " 3' - 2 " 6' - 8 " 10 ' - 0 " 6' - 8 " 6' - 8 " 6' - 8 " 6' - 8 " 7'-11" 4'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8"8'-0"4'-0" D E E E E E F 4'-8" 10 ' - 0 " E O O P P P P P P P P P P P P P P P P Q R 10 1/2" 6'-2" 10 1/2" 5 A8.1 3 A2.5 3 A2.5 3 A2.5 3 A2.5 9 A2.5 1 A2.5 10 A2.5 11 A2.5 14 A2.5 17 A2.5 A B F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" F.F. Level 2 113'-5" F.F. LEVEL 3 126'-10" F.F. LEVEL 3 126'-10" 3'-3 1/2"6'-2"3'-3 1/2"8'-7"4'-0"4'-0"3'-4"4'-0"3'-4"4'-0"4'-0" 6' - 8 " 3' - 2 " 3' - 6 " 6' - 8 " 3' - 3 " 3' - 5 " 7' - 0 " 3' - 0 " 6' - 8 " 3' - 2 " 3' - 6 " 6' - 8 " 3' - 3 " 3' - 5 " 10 ' - 0 " 6' - 8 " 3' - 3 " 7' - 0 " 3' - 0 " EQ EQ EQ EQ 1' - 1 1 " 5' - 2 " 2' - 1 1 " BB A AAAA A AAAA A AAAA A AA AA AAA AA6' - 8 " 3' - 2 " 6' - 8 " 3' - 2 " 6' - 8 " 3' - 3 " 3' - 0 " 7' - 0 " C B 10'-0" EQ EQ EQ EQ N O 4'-0" EQ EQ 8'-0"3'-4"3'-4"8'-0" 4'-0" EQ EQ 8'-0"3'-4"3'-4"8'-0"10'-0"4'-0" M O M N O M O KF.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" F.F. Level 2 113'-5" F.F. LEVEL 3 126'-10" F.F. LEVEL 3 126'-10" 4' - 0 " 8' - 0 " 1' - 1 0 " 3' - 6 " 3' - 4 " 6' - 7 " 4'-0" 4'-0" 8' - 8 " 8' - 0 " 6' - 8 " 9' - 1 1 " 3' - 2 " 3' - 6 " 1'-11"6'-2"1'-11" 10'-0" 9' - 1 1 " 9" 10 ' - 8 " 12 ' - 8 " 8' - 0 " 1' - 1 1 " 4'-0"8'-8"4'-0"8'-8"4'-0"8'-8"4'-0"8'-8"4'-0" 8' - 0 " 15 ' - 4 " 6' - 8 " 16 ' - 8 " 10 ' - 8 " 12 ' - 8 " 8' - 8 " 14 ' - 8 " 6' - 8 " 3' - 2 " 6' - 8 " 3' - 2 " 6' - 8 " 3' - 2 " 6' - 8 " 3' - 2 " 6' - 8 " 3' - 2 " 4'-0"10'-8"4'-0" 6' - 8 " 3' - 2 " 10'-0"10'-0"6'-0"4'-8"7'-2"4'-8"4'-0"4'-8"4'-0"4'-8" 1' - 1 1 " 8' - 1 " 10 ' - 0 " 1' - 1 1 " 5' - 2 " 2' - 1 1 " 10 ' - 0 " 10'-0" 1'-11"6'-2"1'-11" 8' - 0 " 2' - 0 " 3'-4" 8' - 0 " 2' - 0 " WINDOW BEYOND EQ EQEQEQ B B B B A A AAA A A A AA A A A B A A A AAA AAA AA AA A A A K L L V N N W W M Q V Q M P P P P X Y 4'-0"10'-8"4'-0"10'-8"4'-0" 3' - 4 " 6' - 7 " 3' - 4 " 6' - 7 " A A X X F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" F.F. Level 2 113'-5" F.F. LEVEL 3 126'-10" F.F. LEVEL 3 126'-10" 1'-9"4'-8"4'-8"5'-11" 2' - 1 1 " 7' - 1 " 4' - 0 " 2' - 9 " 6' - 7 " 4' - 0 " 2' - 9 " 6' - 7 " 13 ' - 5 " 13 ' - 5 " 4'-8" 4'-8"4'-8" 6' - 8 " 3' - 2 " 3' - 6 " 6' - 8 " 3' - 3 " 3' - 5 " 7' - 0 " 3' - 0 " 1' - 9 " 4' - 1 0 " 3' - 3 " 9' - 1 0 " 6' - 8 " 3' - 3 " 3' - 5 " 7' - 0 " 3' - 0 " 4'-8"3'-4"4'-8"3'-4"4'-8" 1' - 1 1 " 5' - 2 " 2' - 1 1 " 10 ' - 0 " 7' - 0 " 3' - 0 " 4'-8"3'-4"4'-8"3'-4"4'-8" 1' - 1 1 " 5' - 2 " 2' - 1 1 " 10 ' - 0 " 8'-8" 2'-9"3'-2"2'-9" 4'-8"4'-8"4'-4"4'-4"4'-8"4'-8"2'-8"4'-8" 6' - 8 " 3' - 3 " 6' - 8 " 16 ' - 8 " 4'-8" 1' - 9 " 4' - 1 0 " 3' - 3 " 1' - 9 " 4' - 1 0 " 3' - 3 " 9' - 1 0 " 5'-0"5'-0"5'-0" B B A B A A B A B A A A A B A B B A A A A A AA A A A A A B A AA A A AA AA A A A G E E E H J 9' - 4 " 7" 6" 9' - 4 " 10 ' - 0 " S S P P P P P P P P 8'-8" T U UU MIRR. 6' - 8 " 1'-9"7'-8"1'-9"2'-1" ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 0 : 3 3 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WINDOW SCHEDULE (EXTERIOR) A2.3 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION scale:1/8" = 1'-0"A2.3 1 NORTH ELEVATION scale:1/8" = 1'-0"A2.3 2 EAST ELEVATION scale:1/8" = 1'-0"A2.3 4 SOUTH ELEVATION scale: 1/8" = 1'-0"A2.3 3 WEST ELEVATION GENERAL NOTES 1. WINDOW MULLIONS ARE ASSUMED TO BE 2" THICK 2. FIELD VERIFY ALL FINISHED WINDOW OPENINGS PRIOR TO MANUFACTURING 3. PROVIDE SHOP DRAWINGS FOR ALL WINDOWS PRIOR TO MANUFACTURING 4. FIELD VERIFY CONNECTION CONDITIONS FOR REPLACEMENT STOREFRONT. IF OTHER THAN INDICATED IN DETAILS CONTACT ARCHITECT FOR ATTACHMENT CLARIFICATION. 5. DIMENSIONS ARE TO OUTSIDE OR CENTER OF MULLION. 6. INSTALL STOREFRONT SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. SHIM WINDOWS AS REQ'D AT HEAD. GLAZING PERFORMANCE: INDOOR LITE: CLEAR "TRANSPARENT" FLOAT GLASS OUTDOOR LITE: CLEAR FLOAT, SPUTTER COATED ON SECOND SURFACE. COATING: "SOLARBAN 60 SOLAR CONTROL LOW-E (SPUTTERED) BY PPG INDUSTRIES. INC. LOCATION: SECOND SURFACE. VISIBLE LIGHT TRANSMISSION: 70% U-VALUE -WINTER: 0.29, SUMMER: 0.27 SHGC: 0.38 SHADING COEFFICIENT: 0.44 OUTDOOR VISIBLE LIGHT REFLECTANCE: 11% EXTERIOR 1" CLEAR, INSULATED, LOW E, SEALED. 1" CLEAR, INSULATED, LOW E, TEMPERED GLASS, SEALED INTERIOR 1/2" CLEAR TEMPERED BUTT GLAZED SYSTEM 1/2" CLEAR GLAZED SYSTEM 1/2" TEMPERED, ONE WAY PRIVACY FILM WITH MIRROR FINISH ON INSIDE OF ROOM FIRE RATED GLASS GLAZING TYPES: A B C D E F 1' - 1 1 " 5' - 2 " 2' - 1 1 " BB AAA AA 3'-3 1/2"6'-2"3'-3 1/2" F.V. 12'-9" 10 ' - 0 " A1 SCHED. SEE DOOR 2' - 1 1 " 5' - 2 " 1' - 1 1 " 10 ' - 0 " BB AA A B1 F.V. 8'-9" 1'-8 1/2"6'-2"10 1/2" SCHEDULED DOOR AS 10 ' - 0 " EQ EQ F.V. 7'-4 1/4" 7' - 1 " 2' - 1 1 " B A B A C1 8' - 0 " EQ EQ F.V. 5'-6" C C D1 1'-0" SCHED. SEE DOOR 2'-10"2'-10"2'-10"2'-10" F.V. 15'-5" C CCCC 8' - 0 " E1 SCHED. SEE DOOR 1'-5"1'-5" F.V. 6'-0" 8' - 0 " C C F1 1'-5" 8' - 0 " F.V. 4'-8" 5' - 1 " 2' - 1 1 " F F G1 8' - 0 " 2'-3 3/4"7 3/4"F.V. 6'-0" C C H1 SCHED. SEE DOOR 3' - 0 " 5' - 0 " F.V. 7'-0" 8' - 0 " D J1 3'-11" 8' - 0 " 2' - 1 1 " 5' - 1 " F.V. 17'-0" EQEQ 7'-0 1/2" B B C C B C L1 SCHEDULE SEE DOOR C C 8' - 0 " K1 3'-5 1/2" F.V. 13'-0" SCHED. SEE DOOR 3'-6" 5' - 0 " 3' - 0 " E 5'-0" M1 8' - 0 " 1'-6 1/2" F.V. 5'-0" SCHED. SEE DOOR CC N1 5" SCHED. SEE DOOR 8' - 0 " F.V. 5'-0" 3'-6"1'-6" CC O1 F.V. 6'-9 1/2" 10 ' - 0 " EQEQ P1 FF F F 2' - 1 1 " 5' - 2 " 1' - 1 1 " F F 10 ' - 0 " 1' - 1 1 " 8' - 1 " 11 1/2" F.V. 5'-6 1/2" 1'-5" Q1 F F F F FF SCHED. SEE DOOR F 7' - 0 " 3' - 0 " EQ EQ EQ EQ EQ F.V. 16'-1" DDDDD A2 7' - 1 1 " 1'-5" SCHED. SEE DOOR F.V. 4'-8" B2 F F 2' - 1 1 " 5' - 0 " 3' - 0 " 7' - 0 " F.V. 4'-8" 10 ' - 0 " B A J2 F.V. 5'-0" 8' - 0 " 1'-6" SCHED. SEE DOOR C C2 5 1/2"F.V. 5'-0" 1'-6" 7' - 1 1 " D2 B G2 7' - 1 1 " 1'-8"F.V. 6'-6" 1'-8" B BSCHED. SEE DOOR F.V. 30'-6 1/2" EQEQEQEQEQEQEQEQEQEQEQEQEQ CCCCCCCCCCCCC 8' - 0 " E2 F.V. 19'-8" 2'-9"2'-5"2'-5"2'-5"2'-5"2'-5"2'-5"2'-5" 8' - 0 " F2 CCCCCCCC 7' - 1 1 " F.V. 4'-8" 1'-5" SCHED. SEE DOOR H2 F F 5' - 0 " 2' - 1 1 " 8' - 0 " 1'-0 3/4" F.V. 8'-2" 1'-0 3/4" SCHED. SEE DOOR C C A3 7' - 1 0 " 1'-5" F.V. 4'-8" F B3 F SCHED. SEE DOOR F.V. 5'-0" 1'-6" C3 8' - 0 " SCHED. SEE DOOR CC 8' - 0 " F.V. 5'-0" 1'-6" SCHED. SEE DOOR CC D3 8' - 0 " 2'-7" F.V. 6'-5" 9 1/2" SCHED. SEE DOOR CC E3 9 1/2" SCHED. SEE DOOR F.V. 6'-5" 8' - 0 " F3 C C 2'-7" 8' - 0 " 2'-7"F.V. 6'-5" 9 1/2" SCHED. SEE DOOR G3 CC F.V. 5'-0" 1'-6" 8' - 0 " SCHED. SEE DOOR H3 CC F.V. 4'-8" 1'-5" 7' - 1 0 " F SCHED. SEE DOOR J3 F 8' - 0 " F.V. 6'-5" 2'-7 1/2"9" SCHED. SEE DOOR CC L3 F.V. 6'-5" 8' - 0 " 2'-7 1/2" SCHED. SEE DOOR K3 9" C C 8' - 0 " 1'-0" EQ EQ EQ EQ EQ 13'-7" F.V. 21'-9" 1'-0" SCHED. SEE DOOR SCHED. SEE DOOR M3 C CCCCCC ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 0 : 4 1 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WINDOW SCHEDULE (INTERIOR) A2.4 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION LEVEL 1 INTERIOR LEVEL 2 INTERIOR LEVEL 1 INTERIOR LEVEL 3 INTERIOR ELEVATION IS LOOKING FROM INSIDE RM. WINDOW SYSTEM, SEE ELEVATIONS AND WINDOW SCHEDULE EIFS OVER RIGID FOAM INSULATION, SEE ELEVATIONS DASHED LINE REPRESENTS FLUID-APPLIED AIR BARRIER, SEE SPEC. SHIM AS NECESSARY, INSTALL CONT. SEALANT (CAULK) AND BACKER ROD, BOTH SIDES OF WINDOW FRAME AND FLASHING COLOR TO MATCH STOREFRONT METAL FLASHING FACTORY PAINTED COLOR TO MATCH STOREFRONT MIN. 1/2" 1 1/2" 1/2" 5 1/2" VERIFY W/ PLANS 3 5/8" TYP.5/8"1" 11 " 1"2 1/2" W/ M F R . VE R I F Y WINDOW SHADING SYSTEM PAINTED, 5/8" GYP. BD. (TYPE X ) HIGH TEMP. PEEL AND STICK WINDOW SYSTEM, SEE ELEVATIONS AND WINDOW SCHEDULE EIFS OVER RIGID FOAM INSULATION, SEE ELEVATIONS DASHED LINE REPRESENTS FLUID-APPLIED AIR BARRIER, SEE SPEC. SHIM AS NECESSARY, INSTALL CONT. SEALANT (CAULK) AND BACKER ROD, BOTH SIDES OF WINDOW FRAME. METAL FLASHING FACTORY PAINTED COLOR TO MATCH STOREFRONT MIN. 1/2" 1 1/2" 1/2" 5-1/2" TYP. VERIFY W/ PLANS HIGH TEMP. PEEL AND STICK WINDOW SHADE, SEE RCP PAINTED, 5/8" (TYPE X) GYP. BD. STOREFRONT SYSTEM, SEE ELEVATION CONCRETE WALL, SEE STRUCTURAL. STUD FURRING, VERIFY WITH PLANS CHAMFERED CORNER SHIM FOR WINDOW AS REQUIRED, PROVIDE CONTINUOUS CAULK AND BACKER ROD BOTH SIDES FACTORY PREFINISHED KYNAR COATED SILL DRIP FLASHING. SET IN FULL BED OF SEALANT CONT. SEALANT TYP. SEE WALL SECTION F.V. w/ JAMB CONDITION 2" TYP. 3-5/8" TYP. VERIFY W/ PLAN DASHED LINE VAPOR BARRIER, PER LOCAL CODES AND REGULATION R-19 FOIL-FACED BATT INSULATION PAINTED, 5/8" GYP. BD. (TYPE X ) SILL AS SCHEDULED, SEE PLANS. BACK PAN PER MFR. BLOCKING AS REQ'D R-19 FOIL-FACED BATT INSULATION. CMU WAINSCOT, SEE ELEVATIONS AND FINISH SCHEDULE STOREFRONT FRAMING AS SCHEDULED PAINTED, 5/8" GYP. BD. (TYPE X ) FLASHING WOOD STUD FRAMING, SEE STR. DRAWINGS 1" 4"2" 3" 1" SILL AS SCHEDULED, SEE PLANS. OVERLAP 1/2" TYP. 1/ 2 " PLANS SEE SEE STR. 1/2" 1 1/2" BACK PAN PER MFR. 1" TYP. DASHED LINE, FLUID APPLIED VAPOR / AIR BARRIER EIFS OVER RIGID INSULATION 1/2" SHEATHING BLOCKING AS REQ'D STOREFRONT SYSTEM SEE ELEVATION SEALANT, TYP. ALL JOINTS. STUD FRAMING, SEE STRUCTURAL R-19 FOIL-FACED BATT INSULATION DASHED LINE, FLUID APPLIED VAPOR/AIR BARRIER EIFS ABOVE MASONRY BELOW 1" PAINTED, 5/8" GYP. BD. (TYPE X ) PRE-CAST CONCRETE SILL, SEE WALL SECTION. 1/2" SHEATHING BLOCKING AS REQ'D STOREFRONT SYSTEM SEE ELEVATION SEALANT, TYP. @ ALL JOINTS. STUD FRAMING, SEE STRUCTURAL R-19 FOIL-FACED BATT INSULATION DASHED LINE, FLUID APPLIED VAPOR/AIR BARRIER MASONRY VENEER, SEE ELEVATIONS 1 1 / 4 " 1 1 / 4 " PAINTED, 5/8" GYP. BD. (TYPE X ) EIFS OVER RIGID INSULATION 1/2" SHEATHING, REF: STR. BLOCKING AS REQ'D STOREFRONT SYSTEM SEE ELEVATION SEALANT, TYP. ALL JOINTS. STUD FRAMING, SEE STRUCTURAL R-19 FOIL-FACED BATT INSULATION DASHED LINE, FLUID APPLIED VAPOR / AIR BARRIER PAINTED, 5/8" GYP. BD. (TYPE X ) SILL, SEE WALL SECTION. 1/ 2 " T Y P . 3- 5 / 8 " T Y P . VE R I F Y W / PL A N SEALANT, TYP. ALL JOINTS. CMU WAINSCOT, SEE ELEVATIONS AND FINISH SCHEDULE STOREFRONT FRAMING AS SCHEDULED FLASHING WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS 1" 4"2" 3" 1" OVERLAP 1/2" TYP. 1/ 2 " PLANS SEE SEE STR. 1/2" 1 1/2" BACK PAN PER MFR. 1" TYP. STUD FURRING, VERIFY WITH PLANS SEE WALL SECTION 3-5/8" TYP. VERIFY W/ PLAN PAINTED, 5/8" GYP. BD. (TYPE X ) SILL AS SCHEDULED, SEE PLANS. BLOCKING AS REQ'D EIFS OVER RIGID INSULATION 1/2" SHEATHING, REF: STR. BLOCKING AS REQ'D STOREFRONT SYSTEM SEE ELEVATION SEALANT, TYP. ALL JOINTS. STUD FRAMING, SEE STRUCTURAL R-19 FOIL-FACED BATT INSULATION DASHED LINE, FLUID APPLIED VAPOR/AIR BARRIER PAINTED, 5/8" GYP. BD. (TYPE X ) SILL, SEE WALL SECTION. 1/ 2 " T Y P . SEALANT, TYP. ALL JOINTS. 2.6" HUNTER Xci PLY 5/8", (HUNTER BOARD OR APPROVED EQUAL). (R-12) STOREFRONT SYSTEM SEE ELEVATION, INSTALL PER MFR. SEALANT, TYP. ALL JOINTS. METAL SIDING ABOVE MASONRY BELOW DASHED LINES REPRESENT PRE-CAST CONCRETE SILL BELOW, SEE WALL SECTION. FASTENER COLOR TO MATCH SIDING TYP. HORIZONTAL REVERSE ROLLED 7.2 RIBBED WALL PANEL. (22GA.) EXPOSED FASTENING SYSTEM, SEE ELEVATIONS FOR COLOR.(FIELD CUT AS REQ'D.) 3" 1" 3" BLOCKING AS REQ'D 8" CMU, SEE STRUCTURAL. HONED WHERE EXPOSED ON INTERIOR WITH RAKED GROUT LINES R-13 FOIL-FACED BATT INSULATION, (WHERE APPLICABLE, SEE FINISH PLAN.) PAINTED, 5/8" GYP. BD. (TYPE X ) WHERE APPLICABLE, SEE FINISH PLAN.) 3- 5 / 8 " T Y P . VE R I F Y W / PL A N SEALANT, TYP. ALL JOINTS. DASHED LINE INDICATES HIGH TEMPERATURE AIR/ VAPOR BARRIER SEALANT, TYP. ALL JOINTS. PRE-CAST CONCRETE SILL ABOVE, SEE WALL SECTION. 12" CMU, SEE STRUCTURAL. HONED WHERE EXPOSED ON INTERIOR WITH RAKED GROUT LINES R-13 FOIL-FACED BATT INSULATION, (WHERE APPLICABLE, SEE FINISH PLAN.) PAINTED, 5/8" GYP. BD. (TYPE X ) WHERE APPLICABLE, SEE FINISH PLAN.) 3- 5 / 8 " T Y P . VE R I F Y W / PL A N SEALANT, TYP. ALL JOINTS. FR O M C M U 1" HEAVY GAUGE CONTINUOUS BREAK METAL, SEE ELEVATION FOR COLOR FR O M C M U 3" STOREFRONT SYSTEM SEE ELEVATION, INSTALL PER MFR. WINDOW SYSTEM, SEE ELEVATIONS AND WINDOW SCHEDULE EIFS OVER RIGID FOAM INSULATION, SEE ELEVATIONS DASHED LINE REPRESENTS FLUID-APPLIED AIR BARRIER, SEE SPEC. SHIM AS NECESSARY, INSTALL CONT. SEALANT (CAULK) AND BACKER ROD, BOTH SIDES OF WINDOW FRAME AND FLASHING COLOR TO MATCH STOREFRONT METAL FLASHING FACTORY PAINTED COLOR TO MATCH STOREFRONT MIN. 1/2" 1 1/2" 1/2" VERIFY W/ PLANS 5 1/2" TYP.5/8" 1" 11 " 1"2 1/2" WINDOW SHADING SYSTEM PAINTED, 5/8" GYP. BD. (TYPE X ) HIGH TEMP. PEEL AND STICK WINDOW SYSTEM, SEE ELEVATIONS AND WINDOW SCHEDULE EIFS OVER RIGID FOAM INSULATION, SEE ELEVATIONS DASHED LINE REPRESENTS FLUID-APPLIED AIR BARRIER, SEE SPEC. SHIM AS NECESSARY, INSTALL CONT. SEALANT (CAULK) AND BACKER ROD, BOTH SIDES OF WINDOW FRAME AND FLASHING COLOR TO MATCH STOREFRONT METAL FLASHING FACTORY PAINTED COLOR TO MATCH STOREFRONT MIN. 1/2" 1 1/2" 1/2" VERIFY W/ PLANS 5 1/2" TYP.5/8" 1" 11 " 1"2 1/2" WINDOW SHADING SYSTEM PAINTED, 5/8" GYP. BD. (TYPE X ) HIGH TEMP. PEEL AND STICK CEILING AS SCHEDULED TY P . 1" R-19 FOIL-FACED BATT INSULATION. EIFS OVER RIGID FOAM INSULATION, SEE ELEVATIONS STOREFRONT FRAMING AS SCHEDULED PAINTED, 5/8" GYP. BD. (TYPE X ) METAL FLASHING FACTORY PAINTED COLOR TO MATCH STOREFRONT WOOD STUD FRAMING, SEE STR. DRAWINGS SILL AS SCHEDULED, SEE PLANS.OVERLAP 1/2" TYP. 1/ 2 " PLANS SEE SEE STR. 1/2" 1 1/2" BACK PAN PER MFR. DASHED LINE REPRESENTS FLUID-APPLIED AIR BARRIER, SEE SPEC. HIGH TEMP. PEEL AND STICK R-19 FOIL-FACED BATT INSULATION. VERTICAL METAL SIDING, SEE ELEVATIONS STOREFRONT FRAMING AS SCHEDULED PAINTED, 5/8" GYP. BD. (TYPE X ) METAL FLASHING FACTORY PAINTED COLOR TO MATCH STOREFRONT WOOD STUD FRAMING, SEE STR. DRAWINGS SILL AS SCHEDULED, SEE PLANS.OVERLAP 1/2" TYP. 1/ 2 " PLANS SEE SEE STR. 1/2" 1 1/2" BACK PAN PER MFR. DASHED LINE REPRESENTS HIGH TEMP. PEEL AND STICK, SEE SPEC. HIGH TEMP. PEEL AND STICK SL O P E 1/ 2 " WINDOW SYSTEM, SEE ELEVATIONS AND WINDOW SCHEDULE DASHED LINE REPRESENTS FLUID- APPLIED AIR BARRIER, SEE SPEC. SHIM AS NECESSARY, INSTALL CONT. SEALANT (CAULK) AND BACKER ROD, COLOR TO MATCH STOREFRONT MIN. 1/2" 1/2" 3 1/2" 1/2" 7-1/4" TYP. VERIFY W/ PLANS5/8" RE F : M F R . 5 1 / 2 " F.V. 3 1/2" RE F : S T R . HE A D E R 9 1 / 4 " VERIFY OVERHANGE W/ JAMB AND SILL CONDITION PER MFR. INSTALLATION PE R . M F R . VERTICAL METAL SIDING, SEE ELEVATIONS DASHED LINE REPRESENTS HIGH TEMP. PEEL AND STICK, SEE SPEC. 1 1/2" 3" INSTALL SOFFIT METAL FLASHING FACTORY PAINTED COLOR TO MATCH SIDING,PER MFR. RUN CONDUITE TO MOTORIZED SHADING DEVICES, PER MFR. REQUIREMENTS. WINDOW SHADE BOX OUT, INSTALL PER MFR. BLOCKING AS REQUIRED FLASHING AT HEAD INSTALL PER MFR. WINDOW SYSTEM, SEE ELEVATIONS AND WINDOW SCHEDULE DASHED LINE REPRESENTS FLUID- APPLIED AIR BARRIER, SEE SPEC. SHIM AS NECESSARY, INSTALL CONT. SEALANT (CAULK) AND BACKER ROD, BOTH SIDES OF WINDOW FRAME MIN. 1/2" RE F : M F R . 5 1 / 2 " RE F : S T R . HE A D E R 9 1 / 4 " PE R . M F R . RUN CONDUITE TO MOTORIZED SHADING DEVICES, PER MFR. REQUIREMENTS. WINDOW SHADE BOX OUT, INSTALL PER MFR. BLOCKING AS REQUIRED 1/2" 7-1/4" TYP. VERIFY W/ PLANS5/8" EIFS OVER RIGID FOAM INSULATION, SEE ELEVATIONS METAL FLASHING FACTORY PAINTED COLOR TO MATCH STOREFRONT HIGH TEMP. PEEL AND STICK 1 1/2" CMU WAINSCOT, SEE ELEVATIONS AND FINISH SCHEDULE STOREFRONT FRAMING AS SCHEDULED FLASHING WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS 3 1/2" 1/2" 1" 4"2" 3" 1" OVERLAP 1/2" TYP. 1/ 2 " PLANS SEE SEE STR. 1/2" 1 1/2" BACK PAN PER MFR. 1" TYP. SEE WALL SECTION PAINTED, 5/8" GYP. BD. (TYPE X ) SILL AS SCHEDULED, SEE PLANS. BLOCKING AS REQ'D ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 0 : 4 5 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WINDOW DETAILS A2.5 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION scale:3" = 1'-0"A2.5 14 WINDOW HEAD DTL. scale: 3" = 1'-0"A2.5 11 WINDOW HEAD DTL. scale: 3" = 1'-0"A2.5 3 WINDOW SILL DETAIL scale: 3" = 1'-0"A2.5 5 WINDOW @ PRECAST SILL scale:1 1/2" = 1'-0"A2.5 7 WINDOW @ JAMB DTL. # DATE DESCRIPTION scale: 3" = 1'-0"A2.5 10 WINDOW @ JAMB DTL. scale: 3" = 1'-0"A2.5 1 WINDOW @ PRECAST SILL scale: 3" = 1'-0"A2.5 8 WINDOW @ JAMB DTL. scale: 1 1/2" = 1'-0"A2.5 9 WINDOW JAMB @ MASONRY DTL. scale: 3" = 1'-0"A2.5 17 WINDOW HEAD DTL. scale: 3" = 1'-0"A2.5 13 WINDOW HEAD DTL. scale:3" = 1'-0"A2.5 6 WINDOW @ EIFS SILL scale: 3" = 1'-0"A2.5 4 WINDOW @ VERTICAL SIDING scale: 3" = 1'-0"A2.5 15 WINDOW HEAD DTL. scale: 3" = 1'-0"A2.5 12 WINDOW HEAD DTL. scale: 3" = 1'-0"A2.5 2 WINDOW @ PRECAST SILL FASTENER COLOR TO MATCH SIDING TYP. 3"HEAVY GAUGE CONTINUOUS BREAK METAL, SEE ELEVATION FOR COLOR 1" 3" DASHED LINE INDICATES HIGH TEMPERATURE LIQUID APPLIED AIR/ VAPOR BARRIER AT ALL EXTERIOR FRAMED WALLS HORIZONTAL REVERSE ROLLED 7.2 RIBBED WALL PANEL. (22GA.) EXPOSED FASTENING SYSTEM, SEE ELEVATIONS FOR COLOR.(FIELD CUT AS REQ'D.) 1/ 2 " 1/4" GAP TYP. CLEAR GLAZING SEALANT 135° 1/2" TEMPERED GLASS 1/2" TEMPERED GLASS CONTINUOUS ALUMINUM TRACK, BEYOND. MITER AT ANGLED JOINTS TYPICAL CONDITION AT ANGLED CONDITION 1/2" TEMPERED CLEAR GLAZING WITH POLISHED EXPOSED EDGES. PLAN VIEW GLASS CHANNEL BELOW CONTINUOUS GASKET (BELOW) CLEAR GLAZING SEALANT TYPICAL 90o CONDITION PAINTED 5/8" GYP. BD. ON 3 5/8" METAL STUD FRAMING. CONTINUOUS 2 X 4 WOOD BLOCKING, FIRE RESISTANT, AS REQUIRED. CAULK EA. SIDE ALUMINUM BUTT GLASS CHANNEL ANCHORED AT 24" O.C. MIN. CONTINUOUS GASKET. 1/2" TEMPERED CLEAR GLAZING WITH POLISHED EXPOSED EDGES. CEILING AS SCHEDULED FINISH FLOOR, SEE SCHEDULE ALUMINUM BUTT GLASS CHANNEL ANCHORED AT 24" O.C. MIN. CONTINUOUS GASKET FINISH FLOOR, SEE SCHEDULE HEAD DETAIL FLOOR DETAIL SHIM WINDOW AS REQUIRED, PROVIDE CONTINUOUS CAULK AND BACKER ROD BOTH SIDES BRAKE METAL CORNER. FINISH TO MATCH STOREFRONT SCHEDULED WINDOW/DOOR PROVIDE BACKING AND SEALANT AT TRANSITION (TYP.) STRUCTURAL COLUMN. RE: STRUCTURAL 6" T Y P . SE E S T R . 16 " O . C . M A X 1/2" 5 1/2" 1" R-19 FOIL-FACED BATT INSULATION. EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS SILL AS SCHEDULED, SEE PLANS. 1 1/2" MIN. 1/2" HIGH TEMP. PEEL AND STICK DASHED LINE INDICATES HIGH TEMPERATURE LIQUID APPLIED AIR/ VAPOR BARRIER AT ALL EXTERIOR FRAMED WALLS INSTALL FASTENER PER MANUFACTURER'S RECOMMENDATIONS DASHED LINE INDICATES SELF ADHERING SHEET WATERPROOFING (CCW 705 HT CARLISLE CORPORATION OR APPROVED EQUAL). PAINTED 5/8" TYPE X GYP. BD., OVER WOOD STUD FRAMING, SEE STRUCTURAL. SHIM AS REQ'D, INSTALL CONT. SEALANT (CAULK) AND BACKER ROD, BOTH SIDES OF WINDOW FRAME COLOR TO MATCH STOREFRONT BASE AS SCHEDULED. 5 1/2" TYP. 2 1/2" BLOCKING AS REQ'D TREATED BASE PLATE FLASHING STARTER, INSTALL PER MANUFACTURERS RECOMMENDATIONS MTL. SIDING, SEE ELEV. FINISH FLOOR AS SCHEDULED. 5/8" DENSGLASS SHEATHING WALL STUD FRAMING ICE & WATER SHIELD AROUND ENTIRE OPENING FLASHING & DRIP UNDER ICE & WATER SHIELD. EXTEND OUT PER FINISH MATERIAL REQUIREMENT. SEE WALL SECTIONS & DETAILS HEAD BREAK METAL. PLACE OVER THE TOP OF SIDE BREAK METAL SIDE BREAK METAL ON EACH SIDE OF WINDOW OPENING. PLACE UNDER HEAD BREAK METAL. (FACE & UNDER HEAD) FLUID-APPLIED AIR BARRIER OVER SHEATHING PLACE ICE & WATER SHIELD OVER THE TOP OF BREAK MTL. AROUND ENTIRE OPENING. OVERLAP MIN. 4" 3-D HEAD/JAMB DETAIL NOTE: MATERIALS SHOWN IN DETAIL HAVE BEEN CUT AWAY FOR INSTALLATION CLARITY WALL STUD FRAMING FLUID-APPLIED AIR BARRIER OVER 5/8" DENS-GLASS SHEATHING ICE & WATER SHIELD AROUND ENTIRE OPENING, OVERLAP MIN. 6" BREAK METAL WITH DRIP EDGE. EXTEND OVER EXTERIOR FINISH, SEE WALL SECTIONS & ELEVATIONS. SLOPE SILL TOWARD EXTERIOR BEND SILL BREAK METAL UP 6" MIN. UP SIDE OF WINDOW OPENING, UNDER SIDE BREAK METAL ON EACH SIDE OF OPENING SIDE BREAK METAL ON EACH SIDE OF WINDOW OPENING. PLACE OVER THE TOP OF SILL BREAK METAL, FULL HEIGHT ICE & WATER SHIELD AROUND ENTIRE OPENING PLACE ICE & WATER SHIELD OVER TOP OF BREAK MTL. AROUND ENTIRE OPENING; OVERLAP MIN. 4" 3-D SILL/JAMB DETAIL NOTE: MATERIALS SHOWN IN DETAIL HAVE BEEN CUT AWAY FOR INSTALLATION CLARITY CONDITIONAL: (R-13 INSUL. BATT IN 3-5/8" FURRING) (R-19 INSUL. BATT IN 6" FURRING) VERIFY W/ WALL TYPE. PEEL AND STICK SELF- ADHERING FLASHING MEMBRANE GYP. BD. SILL CONT. SEALANT, TYP. METAL STUD, VERIFY WITH WALL TYP 1X1 ALUMINUM ANGLE FACTORY PREFINISHED KYNAR COATED SILL DRIP FLASHING. SET IN FULL BED OF SEALENT MASONRY, SEE ELEVATION AND SEE STRUCTURAL DRAWINGS CONT. SEALANT TYP. WIN. SILL SEE SECTIONS / ELEV. V.F. TYP. 1/2" PAINTED, (TYPE. X) 5/8" GYP. WHERE APPLICABLE, EXTERIOR FINISH, SEE ELEVATION 1/2" REBAR REINFORCEMENT, SEE STRUCTURAL DRAWINGS 8" CMU BLOCK WALL SOLID BOTTOM LINTEL (GROUT SOLID) SHIM AS REQ'D BACKER ROD AND SEALANT (CAULK) COLOR TO MATCH STOREFRONT ALUMINUM STOREFRONT SYSTEM, SEE ELEVATIONS. CLEAR GLAZING, AS SCHEDULED. ROLLER SHADE HOUSING - SEE MANUFACTURERS SPECS ROLLER SHADE - DARK SIDE OF FABRIC FACING TO EXTERIOR PAINTED 5/8" GYP. BLOCKING AS REQ'D SEALANT (CAULK) COLOR TO MATCH STOREFRONT F.V. TYP. 1/2" PE R M F R . CONDITIONAL: (R-13 INSUL. BATT IN 3-5/8" FURRING) (R-19 INSUL. BATT IN 6" FURRING) VERIFY W/ WALL TYPE. METAL STUD, VERIFY WITH WALL TYP WHERE APPLICABLE, EXTERIOR FINISH, SEE ELEVATION AND WALL TYP. EXT. INT. 8" CMU BLOCK WALL (GROUT SOLID) REF: STR. SHIM AS REQ'D BACKER ROD AND SEALANT (CAULK) COLOR TO MATCH STOREFRONT ALUMINUM STOREFRONT SYSTEM, SEE ELEVATIONS. CLEAR GLAZING, AS SCHEDULED. 5/ 8 " 11 5 / 8 " PAINTED 5/8" GYP.3-5/8" METAL STUD BACKER ROD AND SEALANT (CAULK) COLOR TO MATCH STOREFRONT 1/ 2 " CONDITIONAL: (R-13 INSUL. BATT IN 3-5/8" FURRING) (R-19 INSUL. BATT IN 6" FURRING) VERIFY W/ WALL TYPE. METAL STUD, VERIFY WITH WALL TYP WHERE APPLICABLE, EXTERIOR FINISH, SEE ELEVATION AND WALL TYP. 1/ 2 " DASHED LINE INDICATES HIGH TEMPERATURE LIQUID APPLIED AIR/ VAPOR BARRIER AT ALL EXTERIOR FRAMED WALLS FASTENER COLOR TO MATCH SIDING TYP. HORIZONTAL REVERSE ROLLED 7.2 RIBBED WALL PANEL. (22GA.) EXPOSED FASTENING SYSTEM, SEE ELEVATIONS FOR COLOR.(FIELD CUT AS REQ'D.) 2" 1/2"x3/32" TAPE SEALER [HW-507] DASHED LINE INDICATES SELF ADHERING SHEET WATERPROOFING (CCW 705 HT CARLISLE CORPORATION OR APPROVED EQUAL). PAINTED 5/8" TYPE X GYP. BD., OVER WOOD STUD FRAMING, SEE STRUCTURAL. SHIM AS REQ'D, INSTALL CONT. SEALANT (CAULK) AND BACKER ROD, BOTH SIDES OF WINDOW FRAME COLOR TO MATCH STOREFRONT 1/ 2 " 3" 1/ 8 " 3" 5 1/2" 1/2" 3" 1 1/2" 1/2"1 1/2" 1/2" 1 1/2" ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 0 : 4 8 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WINDOW DETAILS A2.6 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION scale: 1 1/2" = 1'-0"A2.6 1 WINDOW JAMB DETAIL scale:3" = 1'-0"A2.6 2 BUTT GLASS SPACING scale: 3" = 1'-0"A2.6 3 BUTT GLASS SECTION DETAIL scale: 1 1/2" = 1'-0"A2.6 4 STOREFRONT CORNER scale: 1 1/2" = 1'-0"A2.6 9 MTL. SIDING @ BASE scale:1" = 1'-0"A2.6 15 STANDARD JAMB/HEAD WRAP TYP. scale: 1" = 1'-0"A2.6 14 STANDARD JAMB/SILL WRAP TYP. scale: 3" = 1'-0"A2.6 5 WINDOW SILL DETAIL scale: 3" = 1'-0"A2.6 7 WINDOW HEAD DTL. scale: 3" = 1'-0"A2.6 6 WINDOW SILL DTL. scale:1 1/2" = 1'-0"A2.6 8 WINDOW HEAD DETAIL 1 A3.23 A4.5 2 A3.2 4 A4.5 F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" DECK BEARING 140'-10" 2 3 4 5 6 76.3 2' - 6 " 1' - 6 " 10'-0" WAITING 104 RECEPT. 105 ADMIN. 107 ADL FAMILY / LAUNDRY / BED RM. 116 CONSTRUCTION / CRAFT ZONE 115 STORAGE 231 SPEECH 1 233 SPEECH 7 229 SPEECH 8 227 SPEECH 9 225SPEECH 10 223 CONNECTIONS OFFICE 330 ADMIN. STORAGE 110 OFFICE 307 STORAGE 321 OFFICE 311 CONF. 305 OFFICE 309 HALLWAY 303 231A 107 225A 311 229A 233A 306 229B 106 309 307321B 331 227B 227A 114B 224 110 HALLWAY 331 COPY, PRINT 329 103B 146'-0" 144'-3" 2' - 4 " CLEAR 5'-0" 148'-0" 07.16 07.12 07.12 EQ EQ EQ EQ EQ EQ EQ EQ 4'-8"8'-9 1/2"4'-8" EQEQEQ 07.35 08.12 1 1 / 2 " A4.1 1 A4.1 2 1.3 1.8 23.04 23.03 09.06 09.03 26.16 26.07 3' - 5 " 10 ' - 0 " 07.30 4'-3" 07.23 07.23 07.23 07.23 09.02 09.26 09.26 11.12 09.08 07.23 07.3507.35 07.06 1 A3.2 2 A3.2 2 A4.5 A2.0 3 F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" B.O. FOOTING 97'-0" 1 2 3 4 5 6 7 8 4.53.22.4 1.7 3 A3.2 3 A3.2 24'-5" 1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"07.16 23.04 08.08 26.05 26.08 22.06 07.03 07.24 11.19 23.06 05.02 05.01 07.24 GYM 122 EVENT CENTER 136 OUTDOOR PATIO 140 121 125 137135122D136A 07.06 07.01 1' - 2 " 1' - 6 " 2' - 8 " 10'-0" 1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12" 23.04 22.09 22.06 07.18 07.18 2' - 8 " 3' - 0 " 3' - 4 " 22.20 10.04 10.25 10.25 96'-0" A4.1 3 A4.1 4 A4.1 6 1.3 96'-0" 100'-0" 98'-0" 1.9 03.20 09.23 09.23 10'-0" CL E A R 9' - 6 " 11 ' - 0 " R 27'-9" A6.9 2 9' - 6 " 110'-6" 111'-0" 111'-6"111'-6" 111'-0"110'-6" 4'-6"6'-0" 1 A3.2 1 A3.2 2 A3.2 2 A3.2 1 A4.5 F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" DECK BEARING 140'-10" 1234 5 67 8 7.8 3 A3.2 3 A3.2 10'-0" 10'-0"9'-0" 10'-0"10'-0" 146'-0" 10'-0" 10'-0" 08.02 07.16 07.15 07.06 11.19 A4.2 1 110'-2" ADL KITCHEN 118 VESTIBULE 101 ENTRANCE LOBBY 102 LOUNGE 201 CONSTRUCTION / CRAFT ZONE 220 RECEPT. / WAITING 302 CONNECTION OFFICE 326 BKR 320 OUTDOOR PATIO 325 216A 218A 130 205 126 214A201202 314 HALLWAY 235 320 324A 102 206 315 118120128122D 220 HALLWAY 331 204 212 136A 04.11 04.11 04.11 04.11 11.01 11.01 09.10 08.02 08.02 09.30 07.27 26.12 07.26 E1 E3 F 7' - 1 1 " PA I N T L I N E 11 ' - 0 " PA I N T L I N E 11 ' - 0 " 09.10 PA I N T L I N E 11 ' - 0 " 10'-0" 09.10 A4.2 2 PA I N T L I N E 11 ' - 6 " 7.7 PA I N T L I N E 11 ' - 0 " 09.10 PA I N T L I N E 11 ' - 0 " 09.10 07.01 PA I N T L I N E 11 ' - 0 " 09.10 09.10 3'-7"26.0826.08 26.08 07.35 09.08 09.12 09.08 09.30 07.17 08.01 05.18 401 D 08.06 07.32 BM S/S EQEQEQEQEQEQEQEQ EQEQEQEQ ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 1 : 2 4 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 BUILDING SECTIONS A3.1 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION scale: 1/8" = 1'-0"A3.1 1 BUILDING SECTION LOOKING NORTH scale: 1/8" = 1'-0"A3.1 2 BUILDING SECTION LOOKING NORTH REFERENCE NOTES: # DATE DESCRIPTION scale:1/8" = 1'-0"A3.1 3 BUILDING SECTION LOOKING SOUTH 03. CONCRETE 03.20 GRIP TREADS / SAW CUT CHANNELS INTO SLOPED CONCRETE IN FOAM-PIT 04. MASONRY 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 26. ELECTRICAL 26.05 LIGHT FIXTURE, SEE ELECTRICAL. 26.07 SUSPENDED LIGHT FIXTURE, SEE ELECTRICAL. 26.08 DECORATIVE PENDENT LIGHT FIXTURE, SEE ELECTRICAL. 26.12 WALL MOUNTED SECURITY LIGHTING, SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS. 26.16 SUSPENDED DECORATIVE LIGHT FIXTURE. 74700D-5 SWITCH, EUREKA LIGHTING OR APPROVED EQUAL, SEE ELECTRICAL. 05. METALS 05.01 STEEL COLUMN, PAINTED WHERE EXPOSED. SEE STRUCTURAL DRAWINGS. 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.18 42" HIGH, 1/2" WET GLAZED GUARDRAIL SYSTEM, TEMPERED, (05 7310 CLR GRS OR APPROVED EQUAL). FINISH DARK BRONZE. NO TOP CAP, EASED & POLISHED EDGES. SEE DETAILS 1,2/A5.7. 07. THERMAL & MOISTURE PROTECTION 07.01 WHITE 60 MIL. SINGLE PLY MEMBRANE (SEE SPECS) OVER 6" POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING (SEE STRUCTURAL DRAWINGS). WITH A MINIMUM FIFTEEN (15) YEAR MANUFACTURERâ€™S WARRANTY, MECHANICALLY FASTENED. MINIMUM SLOPE OF 1/4" PER FOOT, SEE SPECS. 07.03 HATCH INDICATES TAPERED INSULATION BOARD AS REQUIRED TO DIRECT WATER TO ROOF DRAINS. INSULATION SLOPE TO BE 1/4" PER FOOT. 07.06 FACTORY PAINTED PARAPET CAP/FLASHING AND CONTINUOUS METAL COPING WITH DRIP FLASHING AND HOLD DOWN CLIPS BOTH SIDES,(PERMASNAP OR APPROVED EQUAL) SEE ELEVATION AND LEGEND FOR COLOR. 07.12 EXTEND SINGLE PLY MEMBRANE UP PARAPET WALL, UNDER PARAPET CAP AND DOWN FRONT FACE OF WALL 1" MIN., TYPICAL. 07.15 ROOF MEMBRANE EXTENDED UP KICKER AND UP PARAPET WALL, SEE WALL SECTIONS. 07.16 EXTEND SINGLE PLY MEMBRANE UP WALL BEHIND FINISH MATERIAL A MINIMUM OF 24". 07.17 R-38 FOIL FACED BATT INSULATION UNDER PATIO DECKING. 07.18 R-19 FOIL FACED BATT INSULATION IN STUD WALL CAVITY. 07.23 ACOUSTICAL BATT FOR SOUND ABSORPTION. 07.24 EIFS HEADER, SEE WALL SECTION AND DETAILS. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED VAPOR BARRIER), SEE ELEVATIONS AND WALL SECTIONS. 07.27 PROVIDE BOTTOM DRAINAGE TRACK AT E.I.F.S. 07.30 METAL SIDING, "VESTA" PLANK VARIEGATES, (QUALITY EDGE OR APPROVED EQUAL). 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.35 VENT TO ALLOW PASSAGE OF AIR FROM KICKER. PROVIDE AND INSTALL TRU-AIRE 174 SERIES 8"X8"GRILLE (ABOUT 10"X10" OD) W/ INSECT SCREEN. AT THIS LOCATION WHERE PARAPET WALL IS SHORTER PROVIDED APPROPRIATE SIZE VENT, WATERPROOF/SEAL PENETRATION AS REQUIRED, INSTALL AT A MINIMUM OF 18" ABOVE ROOF DECK, WITH HEAVY DUTY BUG SCREENING TYPICAL. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.02 FIRE-FRAMES HEAT BARRIER STOREFRONT SYSTEM WITH DOOR, (TGP OR APPROVED EQUAL) 1hr (60MIN.) ASSEMBLY MEETS ASTM E119 OR UL 263 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 08.08 INTERIOR TEMPERED BUTT GLASS SYSTEM ALUMINUM FINISH. COLOR TO MATCH EXTERIOR MULLIONS (DARK BRONZE) (FALKBUILT OR APPROVED EQUAL), WITH CLEAR ACOUSTICAL CAULK. WALLS ABOVE TO BE FULL HEIGHT AND INSULATED WHERE APPLICABLE. 08.12 COMMERCIAL SLIDING RECEPTION/SERVICE WINDOW, (A CUTTING EDGE OR APPROVED EQUAL). 10. SPECIALTIES 10.04 MIRROR, FRAMELESS MIRROR SHALL BE RECESSED TO BE FLUSH WITH WALL TILE. MIRRORS LOCATED ABOVE LAVATORIES, SINKS OR COUNTERS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FLOOR. ANSI 603.3. 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. 11. EQUIPMENT 11.01 PROVIDE POWER AND DATA FOR WALL MOUNTED TV. EQUIPMENT PROVIDED BY TENANT. CONTRACTOR SHALL ENSURE THAT WALL IS EQUIPPED WITH BACKING TO SUPPORT TV AND MOUNTING BRACKET. COORDINATE HEIGHT WITH OWNER. 11.12 DASHED LINES REPRESENTS OWNER PROVIDED FURNITURE OR EQUIPMENT, VERIFY SIZE REQUIREMENTS W/ EQUIPMENT PROVIDER. 11.19 FIREPLACE, SEE PLUMBING AND MECHANICAL DRAWINGS. VERIFY WITH MFR. FOR WALL THICKNESS AND MOUNTING HEIGHTS. 22. PLUMBING 22.06 PRIMARY AND OVERFLOW ROOF DRAIN ASSEMBLY. SEE ROOF PLAN AND MECHANICAL DRAWINGS FOR LOCATIONS AND DETAILS. ROOF DRAINS LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS, SEE PLUMBING DRAWINGS. 22.09 ROOF DRAIN LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS. SEE PLUMBING DRAWINGS AND TENANT IMPROVEMENTS. 22.20 DRINKING FOUNTAIN, (ELKAY) HIGH LOW WITH BOTTLE FILLER, SEE PLUMBING DRAWINGS. 23. HVAC 23.03 MECHANICAL SHAFT, SEE MECHANICAL. 23.04 MECHANICAL EQUIPMENT, SEE MECHANICAL. 23.06 RADIANT TUBE HEATER SEE MECHANICAL DRAWINGS 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.08 BASE AS SCHEDULE. 09.10 DASHED LINE REPRESENTS TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE. LINE PAINTED PNT-2. WALL BELOW LINE PAINTED FIELD COLOR / ACCENT COLORS, SEE FINSH PLAN. 09.12 ACCENT TILE, SEE FINISH PLAN. 09.23 PROVIDE 7/16" OR 1-3/16" "SCHIENE-STEP" EDGE TRANSITION. FIELD VERIFY CONDITION FOR SIZE. (SCHLUTER OR APPROVED EQUAL) GC. TO PROVIDE PHYSICAL SAMPLES FOR ALTERNATE EDGE CONDITION. 09.26 FINISH FLOOR, SEE FINISH PLAN; OVER 1 1/2" GYPCRETE OVER FLOOR DECKING. 09.30 SUSPENDED CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). SEE LEGEND. 1 A3.1 1 A3.1 2 A3.1 2 A3.1 A4.3 3 F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" DECK BEARING 140'-10" ABCDE FG 3 A3.1 3 A3.1 5 A4.1 10'-0" A4.3 1 04.11 14.12 14.13 14.01 14.06 04.12 26.08 10.25 14.06 14.13 14.12 14.12 14.04 14.04 10'-0" 22.03 08.06 07.30 05.01 WAITING 104 VESTIBULE 103EVENT CENTER 136 ENTRANCE LOBBY 102 LOUNGE 201 STORAGE / JAN. 314 ELEVATOR LOBBY 301 OFFICE 307 IT / COPY / PRINT WORK 304 EVENT FAMILY 204 OFFICE 308 HALLWAY 303 105 308 103A134 314 307 103B 204 A4.3 2 DECK BEARING 126'-2" DECK BEARING 126'-0" DECK BEARING 125'-8" DECK BEARING 125'-6" 07.03 07.01 11.19 03.02 08.02 F.9 F.8 14.05 07.27 07.26 26.12 23.04 07.23 09.10 10.25 09.03 09.10 11 ' - 0 " 07.20 26.07 1 A3.1 1 A3.1 2 A3.1 2 A3.1 A4.4 2 F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" DECK BEARING 140'-10" A B C D E F G 3 A3.1 5 A4.1A4.4 1 5'-2" 4' - 7 " A4.4 4 07.21 07.31 140'-0" 26.14 26.14 04.11 04.11 04.09 04.07 04.21 DECK BEARING 140'-3 1/2" 37'-0" UNISEX R.R. W/ SHOWER 117 ADL PANTRY 119 CONSTRUCTION / CRAFT ZONE 115 GYM 122 SENSORY RM. 120 STAIR 114 SPEECH 12 219SPEECH 9 225 OT /PT TREATMENT 218 STAIRS 224 MEZZANINE 212 STAIR 332 BKR 320 211218B225A219A 125 201 HALLWAY 235 320 319303B 102 HALLWAY 331 UNISEX R.R. 327 COPY, PRINT 329 212 F.9 A.3 A5.5 1 3' - 0 " F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" F.F. LEVEL 3 126'-10" C D E 3 A3.1 3 A3.1 A4.2 3 7" A4.2 4 1'-8" STRUCTURAL LVL 24" O.C. 26'-0"1'-8"22.06 22.09 09.05 06.11 09.06 09.26 STOR. 221 CONSTRUCTION / CRAFT ZONE 220 OUTDOOR PATIO 325 ADL KITCHEN 118 328B 326B 324B 221 07.17 05.07 05.02 05.18 09.30 32.15 05.18 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 1 : 5 3 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 BUILDING SECTIONS A3.2 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION scale: 1/8" = 1'-0"A3.2 1 BUILDING SECTION LOOKING WEST scale: 1/8" = 1'-0"A3.2 2 BUILDING SECTION LOOKING EAST scale: 1/8" = 1'-0"A3.2 3 BUILDING SECTION @ PATIO LOOKING EAST REFERENCE NOTES: 03. CONCRETE 03.02 CONCRETE SLAB ON GRADE OVER GRANULAR FILL OVER 15 MIL. VAPOR BARRIER, SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR EXPANSION AND CONTROL JOINTS. 04. MASONRY 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.09 12" MASONRY BELOW 8" MASONRY, SEE STRUCTURAL DRAWINGS. SEE WALL SECTIONS. 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.21 MASONRY WALL TO STOP HERE FOR ROOF JOIST BEARING. CUT POCKET, VERIFY WITH STRUCTURAL DRAWINGS. 26. ELECTRICAL 26.07 SUSPENDED LIGHT FIXTURE, SEE ELECTRICAL. 26.08 DECORATIVE PENDENT LIGHT FIXTURE, SEE ELECTRICAL. 26.12 WALL MOUNTED SECURITY LIGHTING, SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS. 26.14 SURFACE MOUNTED LIGHT FIXTURE, COORDINATE POWER LINES THROUGH MASONRY SEE ELECTRICAL. 05. METALS 05.01 STEEL COLUMN, PAINTED WHERE EXPOSED. SEE STRUCTURAL DRAWINGS. 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.07 METAL STUD FRAMING, SEE WALL LEGEND. VERIFY WITH STRUCTURAL DRAWINGS. 05.18 42" HIGH, 1/2" WET GLAZED GUARDRAIL SYSTEM, TEMPERED, (05 7310 CLR GRS OR APPROVED EQUAL). FINISH DARK BRONZE. NO TOP CAP, EASED & POLISHED EDGES. SEE DETAILS 1,2/A5.7. 07. THERMAL & MOISTURE PROTECTION 07.01 WHITE 60 MIL. SINGLE PLY MEMBRANE (SEE SPECS) OVER 6" POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING (SEE STRUCTURAL DRAWINGS). WITH A MINIMUM FIFTEEN (15) YEAR MANUFACTURERâ€™S WARRANTY, MECHANICALLY FASTENED. MINIMUM SLOPE OF 1/4" PER FOOT, SEE SPECS. 07.03 HATCH INDICATES TAPERED INSULATION BOARD AS REQUIRED TO DIRECT WATER TO ROOF DRAINS. INSULATION SLOPE TO BE 1/4" PER FOOT. 07.17 R-38 FOIL FACED BATT INSULATION UNDER PATIO DECKING. 07.20 R-36 CLOSED CELL SPRAY FOAM (2 LBS/PER CUBIC FT). 07.21 2.6" HUNTER Xci PLY 5/8", (HUNTER BOARD OR APPROVED EQUAL). (R-12) MECHANICALLY FASTEND TO MASONRY PER MFR. REQUIREMENTS. 07.23 ACOUSTICAL BATT FOR SOUND ABSORPTION. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED VAPOR BARRIER), SEE ELEVATIONS AND WALL SECTIONS. 07.27 PROVIDE BOTTOM DRAINAGE TRACK AT E.I.F.S. 07.30 METAL SIDING, "VESTA" PLANK VARIEGATES, (QUALITY EDGE OR APPROVED EQUAL). 07.31 METAL SIDING, (MBCI OR APPROVED EQUAL): HORIZONTAL REVERSE ROLLED 7.2 RIBBED WALL PANEL EXPOSED FASTENER, OVER HIGH TEMP. VAPOR BARRIER; SEE ELEVATION FOR COLOR. 08. OPENINGS 08.02 FIRE-FRAMES HEAT BARRIER STOREFRONT SYSTEM WITH DOOR, (TGP OR APPROVED EQUAL) 1hr (60MIN.) ASSEMBLY MEETS ASTM E119 OR UL 263 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 06. WOODS & PLASTICS 06.11 WOOD JOIST, PAINTED WHERE EXPOSED UNLESS NOTED OTHERWISE, SEE RCP FINISHES, SEE STRUCTURAL DRAWINGS FOR SIZE AND DETAILS. 10. SPECIALTIES 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. 11. EQUIPMENT 11.19 FIREPLACE, SEE PLUMBING AND MECHANICAL DRAWINGS. VERIFY WITH MFR. FOR WALL THICKNESS AND MOUNTING HEIGHTS. 22. PLUMBING 22.03 FLOOR MOUNTED JANITOR SERVICE SINK. WET WALLS ARE TO HAVE TILE WAINSCOTING 4'-0" A.F.F. REFER TO PLUMBING DRAWINGS. 22.06 PRIMARY AND OVERFLOW ROOF DRAIN ASSEMBLY. SEE ROOF PLAN AND MECHANICAL DRAWINGS FOR LOCATIONS AND DETAILS. ROOF DRAINS LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS, SEE PLUMBING DRAWINGS. 22.09 ROOF DRAIN LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS. SEE PLUMBING DRAWINGS AND TENANT IMPROVEMENTS. 23. HVAC 23.04 MECHANICAL EQUIPMENT, SEE MECHANICAL. 09. FINISHES 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.05 SUSPENDED 5/8" GYP. BD. CEILING, PAINTED SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.10 DASHED LINE REPRESENTS TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE. LINE PAINTED PNT-2. WALL BELOW LINE PAINTED FIELD COLOR / ACCENT COLORS, SEE FINSH PLAN. 09.26 FINISH FLOOR, SEE FINISH PLAN; OVER 1 1/2" GYPCRETE OVER FLOOR DECKING. 09.30 SUSPENDED CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). SEE LEGEND. 14. CONVEYING EQUIPMENT 14.01 ELEVATOR, 3100 MRL 3000 lb. FRONT LEFT OPENING, WITH KEY CARD ACCESS. (SCHINDLER OR APPROVED EQUAL). 14.04 DASHED LINE REPRESENTS RUFF OPENING COORDINATE WITH MANUFACTURE ON EXACT LOCATION (SCHINDLER OR APPROVED EQUAL). 14.05 ELEVATOR "DOG HOUSE' WRAPPED IN ROOF MEMBRANE, SEE ENLARGED PLANS. 14.06 STAINLESS STEEL SIGN TO SAY, "IN CASE OF FIRE, ELEVATORS ARE OUT OF SERVICE, USE STAIRS." 14.12 STAINLESS STEEL ELEVATOR CALL BUTTON WITH KEY-CARD ACCESS. VERIFY REQUIREMENTS WITH ELEVATOR MANUFACTURER. 14.13 ELEVATOR LEVEL INDICATOR LANTERN. 32. EXTERIOR IMPROVMENTS 32.15 CATCH BASIN, SEE PLUMBING AND CIVIL DRAWINGS. F.F. Level 1 100'-0" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" 1' - 6 " 1' - 0 " 6' - 1 0 " 6' - 8 " 6' - 8 " 6' - 8 " 6' - 8 " 7' - 0 " 3' - 0 " 146'-0" (6'-4 1/2") 3"9" 1 1/2" 1 1/2" 1 10'-1" 10'-0" 10'-0" 03.16 31.02 03.09 07.22 31.01 03.02 06.04 09.08 06.07 08.04 09.02 03.10 04.10 04.02 03.05 07.37 07.37 07.24 09.06 08.03 08.04 07.27 07.24 07.15 07.01 07.12 07.20 06.01 06.13 06.07 07.37 T.O.WALL 09.08 A8.1 12 MIRR. 6"26.03 09.02 07.26 07.04 06.01 06.07 09.26 6" 08.01 06.11 06.13 06.01 09.02 09.03 09.08 07.27 07.24 04.01 A8.1 1 MIRR. A2.5 5 MIRR. A2.5 13 A2.5 13 A2.5 13 A2.5 6 MIRR. A2.5 6 MIRR. CONNECTIONS OFFICE 330 SPEECH 10 223 ADL FAMILY / LAUNDRY / BED RM. 116 F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" 7 2" 6' - 8 " 3' - 2 " 3' - 6 " 6' - 8 " 6' - 8 " 7' - 0 " 3' - 0 " 144'-3" 3" 3'-7" 138'-8 1/2" 140'-4" 129'-11 1/2" T.O. FURRING WALL1/ 2 " 07.07 07.30 07.05 06.07 06.01 09.26 06.05 06.08 07.29 08.03 06.01 09.03 05.04 07.24 07.27 11.04 07.20 07.01 07.15 07.12 07.06 A8.1 12 T.O.WALL 07.37 06.07 07.26 07.10 07.27 07.32 07.08 SOFFIT DECK BEARING 140'-2 1/2" DECK BEARING A8.1 7 11.03 11.03 09.03 06.11 03.16 03.10 04.10 03.08 07.29 08.04 07.26 07.04 06.01 07.18 06.04 04.02 04.01 04.03 07.22 09.02 08.04 08.01 07.51 04.04 07.37 09.19 09.02 A2.5 4 A2.5 15 05.02 08.01 31.02 31.01 03.05 06.08 A2.5 6 A2.5 12 A2.5 2 A2.5 13 07.05 CONF. 305 WAITING 104 HO N E D 1' - 4 " ON S L O P E DE C K B E A R I N G 130'-0" 1.3 T.O.WALL A8.1 11 07.03 07.01 09.03 05.08 07.18 08.16 05.07 32.01 03.12 6" 1' - 0 " 1'-4" 2' - 8 " 4" 1' - 0 " 07.22 03.09 22.04 03.08 8" 1" 4" 1" 1" 07.18 GYM 122 04.22 4.5 130'-0" HO N E D 1' - 4 " ON S L O P E DE C K B E A R I N G 07.22 03.09 31.02 31.01 04.07 07.18 05.07 09.08 T.O.WALL 03.05 03.02 07.06 07.01 07.03 05.08 A8.1 11 10.22 GYM 122 4.5 ON S L O P E DE C K B E A R I N G HO N E D 1' - 4 " BE L O W D E C K B E A R I N G IN S U L A T I O N 3 ' - 0 " 07.01 07.50 A8.1 10 A8.1 10 05.08 05.28 04.07 11.01 8' - 0 " 04.07 HO N E D B L O C K 16 ' - 8 " 03.05 09.08 09.04 05.07 10.22 07.18 04.11 GYM 122 EVENT CENTER 136 130'-0" T.O.WALL DECK BEARING ON SLOPE 26.25 F.F. Level 1 100'-0" B.O. FOOTING 97'-0" 7.2 08.10 07.48 07.28 07.19 09.03 07.01 07.12 07.28 07.06 05.02 07.22 03.03 03.09 03.13 31.01 03.05 03.02 9' - 4 " A8.1 11 EVENT CENTER 136 OUTDOOR PATIO 140 120'-0" T.O.WALL DECK BEARING ON SLOPE ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WALL SECTIONS A4.1 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: # DATE DESCRIPTION 1 04.19.2023 Addendum scale: 1/2" = 1'-0"A4.1 1 WALL SECTION scale: 1/2" = 1'-0"A4.1 2 WALL SECTION scale: 1/2" = 1'-0"A4.1 3 WALL SECTION scale: 1/2" = 1'-0"A4.1 4 WALL SECTION scale: 1/2" = 1'-0"A4.1 5 WALL SECTION scale: 1/2" = 1'-0"A4.1 6 WALL SECTION 26. ELECTRICAL 26.03 2' X 4' LED TROFFER, SEE ELECTRICAL. 26.25 COORDINATE POWER LINES THROUGH MASONRY SEE ELECTRICAL. 05. METALS 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.04 STRUCTURAL SUPPORT, SEE STRUCTURAL DRAWINGS. 05.07 METAL STUD FRAMING, SEE WALL LEGEND. VERIFY WITH STRUCTURAL DRAWINGS. 05.08 METAL DECKING, SEE STRUCTURAL DRAWINGS 05.28 ROOF ACCESS LADDER. SEE DETAILS 3,4,5/A8.3 PAINTED TO MATCH BUILDING. 07. THERMAL & MOISTURE PROTECTION 07.01 WHITE 60 MIL. SINGLE PLY MEMBRANE (SEE SPECS) OVER 6" POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING (SEE STRUCTURAL DRAWINGS). WITH A MINIMUM FIFTEEN (15) YEAR MANUFACTURERâ€™S WARRANTY, MECHANICALLY FASTENED. MINIMUM SLOPE OF 1/4" PER FOOT, SEE SPECS. 07.03 HATCH INDICATES TAPERED INSULATION BOARD AS REQUIRED TO DIRECT WATER TO ROOF DRAINS. INSULATION SLOPE TO BE 1/4" PER FOOT. 07.04 DASHED LINE REPRESENTS CONTINUOUS FLUID APPLIED AIR BARRIER OVER SHEATHING. NFPA-285 TESTED AND APPROVED. ALL MATERIALS IN THE AIR BARRIER SHALL COMPLY WITH IECC C402.5.1.2.1. ALL PENETRATIONS AND JOINTS IN THESE MATERIALS WILL BE SEALED. (CCW BARRISEAL "S" OR APPROVED EQUAL). SEE SPECS. 07.05 DASHED LINE REPRESENTS CONTINUOUS HIGH TEMP FLEXIBLE MEMBRANE PEAL-&-STICK FLASHING, CCW-705HT CARLISLE OR APPROVED EQUAL. 07.06 FACTORY PAINTED PARAPET CAP/FLASHING AND CONTINUOUS METAL COPING WITH DRIP FLASHING AND HOLD DOWN CLIPS BOTH SIDES,(PERMASNAP OR APPROVED EQUAL) SEE ELEVATION AND LEGEND FOR COLOR. 07.07 FACTORY PAINTED CONTINUOUS BREAK MTL. FLASHING, SEE ELEVATION LEGEND FOR COLOR. 07.08 CONTINUOUS BREAK METAL FASCIA WRAPED TO SOFFIT, 22 GA. SEE FINISH LEGEND FOR COLOR. 2 RIBBED SEE DETAILS. 07.10 SOFFIT L12 WITH BEADS ARTISAN SERIES PANEL. BEADS ARE TO BE 4" APART, GAUGE IS TO BE (22GA.) WITH A EMBOSSED FINISH, MBCI, OR APPROVED EQUAL. PANEL ATTACHMENT WILL BE CONCEALED FASTENING SYSTEM, COLOR TO MATCH CANOPY. INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 07.12 EXTEND SINGLE PLY MEMBRANE UP PARAPET WALL, UNDER PARAPET CAP AND DOWN FRONT FACE OF WALL 1" MIN., TYPICAL. 07.15 ROOF MEMBRANE EXTENDED UP KICKER AND UP PARAPET WALL, SEE WALL SECTIONS. 07.18 R-19 FOIL FACED BATT INSULATION IN STUD WALL CAVITY. 07.19 R-13 BATT INSULATION IN 3-5/8" METAL STUD WALL CAVITY. 07.20 R-36 CLOSED CELL SPRAY FOAM (2 LBS/PER CUBIC FT). 07.22 2" CONTINUOUS RIGID POLYISOCYANURATE INSULATION BOARD AT FOUNDATION WALLS, TO BOTTOM OF FOOTING. R-12 MIN., TYP., SEE SPECS. 07.24 EIFS HEADER, SEE WALL SECTION AND DETAILS. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED VAPOR BARRIER), SEE ELEVATIONS AND WALL SECTIONS. 07.27 PROVIDE BOTTOM DRAINAGE TRACK AT E.I.F.S. 07.28 EIFS OVER 1-1/2" RIGID INSULATION BOARD ONVER MASONRY, SEE ELEVATIONS LEGEND AND WALL SECTIONS. 07.29 TRIM, COLOR TO MATCH SIDING. 07.30 METAL SIDING, "VESTA" PLANK VARIEGATES, (QUALITY EDGE OR APPROVED EQUAL). 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.37 PROVIDE 3" RIGID POLYISOCYANURATE INSULATION BOARD BETWEEN ALL JOIST AROUND PERIMETER, SEAL WITH CLOSED CELL FOAM. 07.48 EIFS OVER 3/4" RIGID INSULATION OVER CMU. SEE ELEVATIONS FOR COLORS. 07.50 COUNTER FLASHING AND ROOF MEMBRANE TERMINATION BAR TO MATCH PERIMETER PARAPET HEIGHT, COLOR TO MATCH MASONRY. 07.51 FACTORY PAINTED CONTINUOUS BREAK MTL. FLASHING, COLOR TO MATCH STORFRONT. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.03 SHIM WINDOWS AS REQ'D AT HEAD WITH CONT. CAULK AND BACKER ROD 08.04 BOTTOM TRACK TO BE INSTALLED IN A CONTINUOUS FULL BED OF SEALANT. 08.10 SLIDING WALL SYSTEM WITH LOW PROFILE SADDLE SILL AND UNIVER SILL. HSW60 AND ENCLOSURE STACKING AREA 3 (NANAWALL SYSTEMS OR APPROVED EQUAL). ALTERNATES INCLUDE, "AVANTI SYSTEMS", CR LAURENCE, KAWNEER. 08.16 OVERHEAD DOOR ALUMINUM GLASS DOOR MODEL 521, W ITH HIGH LIFT TRACK. FRAME COLOR TO MATCH STOREFRONT COLOR DARK BRONZE, (OVERHEAD DOOR COMPANY OR APPROVED EQUAL). 06. WOODS & PLASTICS 06.01 SHEATHING, REFER TO STRUCTURAL DRAWINGS. 06.04 TREATED BOTTOM PLATE OVER FOAM SILL SEALER AT EXTERIOR WALL FRAMING, TYP. SEE STRUCTURAL FOR ANCHORAGE 06.05 2X4 WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS. 06.07 2X6 WOOD STUD WALL WITH R-19 BATT INSULATION INSIDE STUD CAVITY. 06.08 2X8 WOOD STUD WALL WITH R-19 BATT INSULATION INSIDE STUD CAVITY. 06.11 WOOD JOIST, PAINTED WHERE EXPOSED UNLESS NOTED OTHERWISE, SEE RCP FINISHES, SEE STRUCTURAL DRAWINGS FOR SIZE AND DETAILS. 06.13 RIM JOIST SEE STRUCTURAL. 11. EQUIPMENT 11.01 PROVIDE POWER AND DATA FOR WALL MOUNTED TV. EQUIPMENT PROVIDED BY TENANT. CONTRACTOR SHALL ENSURE THAT WALL IS EQUIPPED WITH BACKING TO SUPPORT TV AND MOUNTING BRACKET. COORDINATE HEIGHT WITH OWNER. 11.03 PROVIDE MOTORIZED ROLLER SHADE WINDOW COVERING. CONTROLS TO BE LOCATED AT RECEPTION DESK. MANUFACTURER: MARIAK, WITH POLYSCREEN VISION FABRIC-VISION 550-A FR-5% - COLOR LINEN 0-004-10-00398, BLACK FACING TOWARDS OUTSIDE TYP., SEE DETAILS ON SHEET A2.5 11.04 AT ALL EXTERIOR WINDOWS PROVIDE BUILDING STANDARD MANUAL ROLLER SHADE WINDOW COVERING, MANUFACTURER: COLTON INC., PLATINUM CLUTCH, 3000 NET SOLAR SCREEN FABRIC, FR-3% - COLOR N001 WHITE AND BLACK, BLACK FACING TOWARDS OUTSIDE TYP., SEE DETAILS ON SHEET A2.5 22. PLUMBING 22.04 LANDSCAPE IRRIGATION DRAINAGE, SEE LANDSCAPE AND CIVIL PLAN. 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.04 GYP. BD. SOFFIT, PAINTED SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.08 BASE AS SCHEDULE. 09.19 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. 09.26 FINISH FLOOR, SEE FINISH PLAN; OVER 1 1/2" GYPCRETE OVER FLOOR DECKING. 31. EARTHWORK 31.01 VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 31.02 EARTH WORK AND LANDSCAPING, MINIMUM DISTANCE FROM TOP OF WALL IS 6" WITH GRADE SLOPING AWAY FROM BUILDING TYP. SEE CIVIL AND STRUCTURAL DRAWINGS 03. CONCRETE 03.02 CONCRETE SLAB ON GRADE OVER GRANULAR FILL OVER 15 MIL. VAPOR BARRIER, SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR EXPANSION AND CONTROL JOINTS. 03.03 HATCH REPRESENTS THICKENED SLAB. AREA OF FOUNDATION WALL THAT IS LOWERED TO ALLOW SLAB TO RUN OVER TOP, SEE STRUCTURAL DETAILS. 03.05 FOOTING & FOUNDATION, SEE STRUCTURAL FOR CONCRETE TYPE AND REINFORCING. VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 03.08 EXPOSED CONCRETE FOUNDATION, FINISH TO BE NATURAL AND SEALED. 03.09 DAMP PROOFING ON OUTSIDE FACE OF FOUNDATION WALLS TYPICAL, SEE SPECS. 03.10 PRE-CAST CONCRETE SILL WITH DRIP CHANNEL. 03.12 CONCRETE BENCH WITH EXTERIOR LED STIPE LIGHTING, MODEL LE.03 (STREETSCAPES OR APPROVED EQUAL), ALTERNATE: CAST-IN-PLACE. 03.13 PROVIDE LEVEL LANDING AT EXTERIOR OF ALL EXTERIOR DOORS WITH A MAX. SLOPE OF 2% AWAY FROM THE BUILDING. 03.16 CHAMFER CONCRETE EDGE. TYPICAL WHERE EXPOSED, SEE STRUCTURAL DRAWINGS. 04. MASONRY 04.01 WEEP MASONRY WITH CELLULAR VENT EVERY 16"-24" O.C. COLOR TO MATCH MORTAR. 04.02 SOLID GROUT BEHIND BASE MASONRY, SLOPE TOP OF GROUT TO WEEP ABOVE BASE MASONRY, FOLLOW MANUFACTURER RECOMMENDATIONS. 04.03 MORTAR DROP CONTROL SCREEN FOR MOISTURE CONTROL. 04.04 1" MIN. AIR GAP BEHIND MASONRY VENEER. 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.10 4" MASONRY, SEE WALL SECTIONS. SEE FINISH LEGEND FOR COLOR AND FINISH. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. WITH 1" AIR GAP OVER (LIQUID-APPLIED VAPOR BARRIER). 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.22 6" MASONRY, SEE WALL SECTIONS. SEE FINISH LEGEND FOR COLOR AND FINISH. 32. EXTERIOR IMPROVMENTS 32.01 THIS HATCH INDICATES LANDSCAPE AREA, SEE LANDSCAPE PLAN FOR DETAILS AND IRRIGATION OF SITE TRENCH DRAINS. REFERENCE NOTES: 10. SPECIALTIES 10.22 SEMI-RECESSED, 4" MAX EXTRUSION INTO WALKING PATH, STAINLESS STEEL FIRE EXTINGUISHER CABINET WITH EXTINGUISHERS COMPLYING WITH NFPA STANDARD #10. AND BE A MINIMUM SIZE OF 2A10B:C. 1 1 1 1 1 Keynote Legend Copy 1 Key Value Keynote Text 03.02 CONCRETE SLAB ON GRADE OVER GRANULAR FILL OVER 15 MIL. STRUCTURAL DRAWINGS FOR CONCRETE FLOOR EXPANSION AN 03.03 HATCH REPRESENTS THICKENED SLAB. AREA OF FOUNDATION W ALLOW SLAB TO RUN OVER TOP, SEE STRUCTURAL DETAILS. 03.05 FOOTING & FOUNDATION, SEE STRUCTURAL FOR CONCRETE TYP WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL 03.08 EXPOSED CONCRETE FOUNDATION, FINISH TO BE NATURAL AND 03.09 DAMP PROOFING ON OUTSIDE FACE OF FOUNDATION WALLS TYP 03.10 PRE-CAST CONCRETE SILL WITH DRIP CHANNEL. 03.12 CONCRETE BENCH WITH EXTERIOR LED STIPE LIGHTING, MODEL APPROVED EQUAL), ALTERNATE: CAST-IN-PLACE. 03.13 PROVIDE LEVEL LANDING AT EXTERIOR OF ALL EXTERIOR DOORS AWAY FROM THE BUILDING. 03.16 CHAMFER CONCRETE EDGE. TYPICAL WHERE EXPOSED, SEE STR 04.01 WEEP MASONRY WITH CELLULAR VENT EVERY 16"-24" O.C. COLOR 04.02 SOLID GROUT BEHIND BASE MASONRY, SLOPE TOP OF GROUT TO FOLLOW MANUFACTURER RECOMMENDATIONS. 04.03 MORTAR DROP CONTROL SCREEN FOR MOISTURE CONTROL. 04.04 1" MIN. AIR GAP BEHIND MASONRY VENEER. 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO COLOR. 04.10 4" MASONRY, SEE WALL SECTIONS. SEE FINISH LEGEND FOR COL SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLO OVER (LIQUID-APPLIED VAPOR BARRIER). 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EX GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.22 6" MASONRY, SEE WALL SECTIONS. SEE FINISH LEGEND FOR COL 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND DRAWINGS. 05.04 STRUCTURAL SUPPORT, SEE STRUCTURAL DRAWINGS. 05.07 METAL STUD FRAMING, SEE WALL LEGEND. VERIFY WITH STRUCT 05.08 METAL DECKING, SEE STRUCTURAL DRAWINGS 05.28 ROOF ACCESS LADDER. SEE DETAILS 3,4,5/A8.3 PAINTED TO MATC 06.01 SHEATHING, REFER TO STRUCTURAL DRAWINGS. 06.04 TREATED BOTTOM PLATE OVER FOAM SILL SEALER AT EXTERIOR STRUCTURAL FOR ANCHORAGE 06.05 2X4 WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS. 06.07 2X6 WOOD STUD WALL WITH R-19 BATT INSULATION INSIDE STUD 06.08 2X8 WOOD STUD WALL WITH R-19 BATT INSULATION INSIDE STUD 06.11 WOOD JOIST, PAINTED WHERE EXPOSED UNLESS NOTED OTHERW STRUCTURAL DRAWINGS FOR SIZE AND DETAILS. 06.13 RIM JOIST SEE STRUCTURAL. 07.01 WHITE 60 MIL. SINGLE PLY MEMBRANE (SEE SPECS) OVER 6" POLY LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING (SE WITH A MINIMUM FIFTEEN (15) YEAR MANUFACTURERâ€™S WARR FASTENED. MINIMUM SLOPE OF 1/4" PER FOOT, SEE SPECS. 07.03 HATCH INDICATES TAPERED INSULATION BOARD AS REQUIRED TO DRAINS. INSULATION SLOPE TO BE 1/4" PER FOOT. 07.04 DASHED LINE REPRESENTS CONTINUOUS FLUID APPLIED AIR BAR NFPA-285 TESTED AND APPROVED. ALL MATERIALS IN THE AIR BA IECC C402.5.1.2.1. ALL PENETRATIONS AND JOINTS IN THESE MATE BARRISEAL "S" OR APPROVED EQUAL). SEE SPECS. 07.05 DASHED LINE REPRESENTS CONTINUOUS HIGH TEMP FLEXIBLE M FLASHING, CCW-705HT CARLISLE OR APPROVED EQUAL. 07.06 FACTORY PAINTED PARAPET CAP/FLASHING AND CONTINUOUS M FLASHING AND HOLD DOWN CLIPS BOTH SIDES,(PERMASNAP OR ELEVATION AND LEGEND FOR COLOR. 07.07 FACTORY PAINTED CONTINUOUS BREAK MTL. FLASHING, SEE ELE 07.08 CONTINUOUS BREAK METAL FASCIA WRAPED TO SOFFIT, 22 GA. S COLOR. 2 RIBBED SEE DETAILS. 07.10 SOFFIT L12 WITH BEADS ARTISAN SERIES PANEL. BEADS ARE TO (22GA.) WITH A EMBOSSED FINISH, MBCI, OR APPROVED EQUAL. P CONCEALED FASTENING SYSTEM, COLOR TO MATCH CANOPY. INS MANUFACTURER'S RECOMMENDATIONS. 07.12 EXTEND SINGLE PLY MEMBRANE UP PARAPET WALL, UNDER PARA FACE OF WALL 1" MIN., TYPICAL. 07.15 ROOF MEMBRANE EXTENDED UP KICKER AND UP PARAPET WALL 07.18 R-19 FOIL FACED BATT INSULATION IN STUD WALL CAVITY. 07.19 R-13 BATT INSULATION IN 3-5/8" METAL STUD WALL CAVITY. 07.20 R-36 CLOSED CELL SPRAY FOAM (2 LBS/PER CUBIC FT). 07.22 2" CONTINUOUS RIGID POLYISOCYANURATE INSULATION BOARD A BOTTOM OF FOOTING. R-12 MIN., TYP., SEE SPECS. 07.24 EIFS HEADER, SEE WALL SECTION AND DETAILS. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED ELEVATIONS AND WALL SECTIONS. 07.27 PROVIDE BOTTOM DRAINAGE TRACK AT E.I.F.S. 07.28 EIFS OVER 1-1/2" RIGID INSULATION BOARD ONVER MASONRY, SE WALL SECTIONS. 07.29 TRIM, COLOR TO MATCH SIDING. 07.30 METAL SIDING, "VESTA" PLANK VARIEGATES, (QUALITY EDGE OR A 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.37 PROVIDE 3" RIGID POLYISOCYANURATE INSULATION BOARD BETW PERIMETER, SEAL WITH CLOSED CELL FOAM. 07.48 EIFS OVER 3/4" RIGID INSULATION OVER CMU. SEE ELEVATIONS F 07.50 COUNTER FLASHING AND ROOF MEMBRANE TERMINATION BAR TO HEIGHT, COLOR TO MATCH MASONRY. 07.51 FACTORY PAINTED CONTINUOUS BREAK MTL. FLASHING, COLOR 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR AP FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE W PER MANUFACTURER'S RECOMMENDATIONS. 08.03 SHIM WINDOWS AS REQ'D AT HEAD WITH CONT. CAULK AND BACK 08.04 BOTTOM TRACK TO BE INSTALLED IN A CONTINUOUS FULL BED O 08.10 SLIDING WALL SYSTEM WITH LOW PROFILE SADDLE SILL AND UNI ENCLOSURE STACKING AREA 3 (NANAWALL SYSTEMS OR APPROV INCLUDE, "AVANTI SYSTEMS", CR LAURENCE, KAWNEER. 08.16 OVERHEAD DOOR ALUMINUM GLASS DOOR MODEL 521, WITH HIG TO MATCH STOREFRONT COLOR DARK BRONZE, (OVERHEAD DOO EQUAL). 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETU PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQ SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.04 GYP. BD. SOFFIT, PAINTED SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APP 09.08 BASE AS SCHEDULE. 09.19 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETU 09.26 FINISH FLOOR, SEE FINISH PLAN; OVER 1 1/2" GYPCRETE OVER FL 10.22 SEMI-RECESSED, 4" MAX EXTRUSION INTO WALKING PATH, STAIN EXTINGUISHER CABINET WITH EXTINGUISHERS COMPLYING WITH A MINIMUM SIZE OF 2A10B:C. 11.01 PROVIDE POWER AND DATA FOR WALL MOUNTED TV. EQUIPMENT CONTRACTOR SHALL ENSURE THAT WALL IS EQUIPPED WITH BAC MOUNTING BRACKET. COORDINATE HEIGHT WITH OWNER. 11.03 PROVIDE MOTORIZED ROLLER SHADE WINDOW COVERING. CONT RECEPTION DESK. MANUFACTURER: MARIAK, WITH POLYSCREEN FR-5% - COLOR LINEN 0-004-10-00398, BLACK FACING TOWARDS O SHEET A2.5 11.04 AT ALL EXTERIOR WINDOWS PROVIDE BUILDING STANDARD MANU COVERING, MANUFACTURER: COLTON INC., PLATINUM CLUTCH, 3 FABRIC, FR-3% - COLOR N001 WHITE AND BLACK, BLACK FACING T DETAILS ON SHEET A2.5 22.04 LANDSCAPE IRRIGATION DRAINAGE, SEE LANDSCAPE AND CIVIL P 26.03 2' X 4' LED TROFFER, SEE ELECTRICAL. 26.25 COORDINATE POWER LINES THROUGH MASONRY SEE ELECTRICA 31.01 VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEER 31.02 EARTH WORK AND LANDSCAPING, MINIMUM DISTANCE FROM TOP SLOPING AWAY FROM BUILDING TYP. SEE CIVIL AND STRUCTURAL 32.01 THIS HATCH INDICATES LANDSCAPE AREA, SEE LANDSCAPE PLAN OF SITE TRENCH DRAINS. F.F. Level 1 100'-0" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" 7 146'-0" 2' - 1 1 " 5' - 2 " 1' - 1 1 " 03.13 03.09 31.01 07.22 6' - 1 0 " 1' - 0 " 1' - 6 " 9"3" 202 VESTIBULE 101 LOUNGE 201 RECEPT. / WAITING 302 09.08 06.07 05.07 09.26 07.07 07.24 09.06 MI N . 6" 08.03 11.04 07.20 07.15 07.06 07.32 07.27 07.10 07.26 07.04 06.01 06.07 09.03 09.05 09.02 07.31 07.05 07.29 07.27 07.10 07.26 07.37 06.07 09.26 11.04 09.08 03.02 03.05 10'-2" 10'-0" 07.13 07.09 26.09 9' - 0 " 07.06 07.31 07.29 08.01 08.04 08.03 26.08 11 ' - 0 " 09.02 3' - 2 " 6' - 8 " 3' - 3 " 6' - 8 " 2' - 4 " 2' - 8 " 4" 130'-0" 125'-8" SILL SOFFIT 1 1/2" 07.26 07.37 07.04 A8.1 12 A2.5 11 A2.5 14 T.O. FURRING WALL 129'-11" 07.27 06.11 T.O.WALL A2.5 6 MIRR. DECK BEARING 140'-10" 1 3 A3.2 3 A3.2 BE L O W F . F . PA V E R 1" 2' - 1 1 " 5' - 2 " 1' - 1 1 " 6' - 8 " 6' - 8 " 3' - 6 " OUTDOOR PATIO 325 11 ' - 0 " 21 ' - 0 1 / 2 " 4' - 0 " 5' - 3 1 / 2 " 125'-3" 3' - 0 " 146'-0" CONSTRUCTION / CRAFT ZONE 220 ADL KITCHEN 118 CONNECTION OFFICE 326 2'-6 1/2" 09.10 PA I N T L I N E 11 ' - 6 " PA I N T L I N E 11 ' - 0 " 09.10 5' - 0 " 3' - 0 " 12.06 2' - 1 0 " 09.13 12.04 09.30 26.06 09.26 09.08 11.27 4" 1' - 2 1 / 4 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " 22.20 110'-0" 07.37 26.06 04.19 05.18 05.11 09.06 07.26 07.01 07.08 07.10 07.24 08.03 08.01 07.07 06.07 07.30 09.03 07.04 12.04 06.01 26.09 06.05 06.13 06.01 26.09 08.03 09.03 09.16 06.0409.26 07.20 07.06 07.12 07.15 16 ' - 8 " 1' - 0 " 1' - 6 " 9"3" 1 1/2" 1 1/2" 06.13 06.11 06.11 07.22 03.09 03.1303.02 03.05 31.01 07.45 07.07 1.3 07.18 09.03 06.07 07.37 A5.7 2 1' - 6 " A8.1 12 A2.5 17 A2.5 4 3'-7" 4"9'-9 1/2" 11'-1"09.05 05.02 22.09 SOFFIT 2' - 6 " A2.5 15 SIM. C 31.02 03.09 8" 06.0403.08 07.39 07.30 07.07 07.27 07.04 06.01 A8.1 3 05.18 07.08 7"3" 06.05 07.40 A5.7 1 07.37 09.26 06.11 09.03 06.07 06.01 09.22 09.06 04.19 07.17 07.26 07.04 06.13 31.01 07.22 3' - 6 " 3' - 0 " OUTDOOR PATIO 325 STOR. 221 ADL KITCHEN 118 F.F. Level 2 113'-5" F.F. LEVEL 3 126'-10" E 1/2" 03.09 03.05 07.22 8" 1' - 6 " 06.04 116'-7" 07.27 07.07 22.09 125'-3" 32.15 A5.7 1 3' - 6 " 3' - 0 " 22.09 06.07 03.08 T.O.WALL SOFFIT 07.30 05.07 07.04 06.01 06.05 06.01 06.07 07.26 05.18 OUTDOOR PATIO 325 A8.1 3 MIRR. 06.04 06.33 F.F. Level 1 100'-0" B.O. FOOTING 97'-0" HO N E D 1' - 4 " ON S L O P E DE C K B E A R I N G 07.32 07.06 04.07 07.12 A8.1 11 125'-3" 126'-11 1/2" 126'-10"2'-0" OVER HANGE 3" 130'-0" 07.01 07.18 5° 03.01 04.07 3'-4" 15 ' - 0 " TO GRID (3'-6 1/2") 07.10 1 07.22 31.01 09.08 04.07 03.02 07.18 05.07 07.05 06.09 1.3 T.O.CMU T.O.WALL CANOPY DECK BEARING SOFFIT CANOPY DECK BEARING 05.07 6" 26.13 06.09 03.05 4'-0" 07.50128'-5 1/2" 26.22 1' - 6 " 25 ' - 4 " 5° FACE OF SHEATHING 3'-1 1/2" FACE OF SHEATHING 9"MIRR. 06.20 09.03 03.09 06.13 04.15 GYM 122 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 2 : 4 2 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WALL SECTIONS A4.2 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: # DATE DESCRIPTION 1 04.19.2023 Addendum 26. ELECTRICAL 26.06 SUSPENDED LINEAR LIGHT FIXTURE, SEE ELECTRICAL. 26.08 DECORATIVE PENDENT LIGHT FIXTURE, SEE ELECTRICAL. 26.09 WALL-MOUNTED FIXTURE, SEE ELECTRICAL. 26.13 PROVIDE WALL MOUNTED UP/DOWN LIGHT FIXTURE. SEE ELECTRICAL. 26.22 VERIFY WITH LIGHT MANUFACTURE COVER PLATE/CASING WILL COVER STRUCTURAL CONECTION. 05. METALS 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.07 METAL STUD FRAMING, SEE WALL LEGEND. VERIFY WITH STRUCTURAL DRAWINGS. 05.11 STEEL HANDRAIL WALL MOUNTED. 1 1/2" O.D. PAINTED, HIGH GLOSS. 36" ABOVE FINISH FLOOR AND TREAD NOSING. SUPPORT BY MFR. STANDARD BRACKETS. PROVIDE SOLID BLOCKING IN WALLS AS REQUIRED. 05.18 42" HIGH, 1/2" WET GLAZED GUARDRAIL SYSTEM, TEMPERED, (05 7310 CLR GRS OR APPROVED EQUAL). FINISH DARK BRONZE. NO TOP CAP, EASED & POLISHED EDGES. SEE DETAILS 1,2/A5.7. 07. THERMAL & MOISTURE PROTECTION 07.01 WHITE 60 MIL. SINGLE PLY MEMBRANE (SEE SPECS) OVER 6" POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING (SEE STRUCTURAL DRAWINGS). WITH A MINIMUM FIFTEEN (15) YEAR MANUFACTURERâ€™S WARRANTY, MECHANICALLY FASTENED. MINIMUM SLOPE OF 1/4" PER FOOT, SEE SPECS. 07.04 DASHED LINE REPRESENTS CONTINUOUS FLUID APPLIED AIR BARRIER OVER SHEATHING. NFPA-285 TESTED AND APPROVED. ALL MATERIALS IN THE AIR BARRIER SHALL COMPLY WITH IECC C402.5.1.2.1. ALL PENETRATIONS AND JOINTS IN THESE MATERIALS WILL BE SEALED. (CCW BARRISEAL "S" OR APPROVED EQUAL). SEE SPECS. 07.05 DASHED LINE REPRESENTS CONTINUOUS HIGH TEMP FLEXIBLE MEMBRANE PEAL-&-STICK FLASHING, CCW-705HT CARLISLE OR APPROVED EQUAL. 07.06 FACTORY PAINTED PARAPET CAP/FLASHING AND CONTINUOUS METAL COPING WITH DRIP FLASHING AND HOLD DOWN CLIPS BOTH SIDES,(PERMASNAP OR APPROVED EQUAL) SEE ELEVATION AND LEGEND FOR COLOR. 07.07 FACTORY PAINTED CONTINUOUS BREAK MTL. FLASHING, SEE ELEVATION LEGEND FOR COLOR. 07.08 CONTINUOUS BREAK METAL FASCIA WRAPED TO SOFFIT, 22 GA. SEE FINISH LEGEND FOR COLOR. 2 RIBBED SEE DETAILS. 07.09 EDGE FLASHING, MATCH BUILDING STANDARDS. 07.10 SOFFIT L12 WITH BEADS ARTISAN SERIES PANEL. BEADS ARE TO BE 4" APART, GAUGE IS TO BE (22GA.) WITH A EMBOSSED FINISH, MBCI, OR APPROVED EQUAL. PANEL ATTACHMENT WILL BE CONCEALED FASTENING SYSTEM, COLOR TO MATCH CANOPY. INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 07.12 EXTEND SINGLE PLY MEMBRANE UP PARAPET WALL, UNDER PARAPET CAP AND DOWN FRONT FACE OF WALL 1" MIN., TYPICAL. 07.13 EXTEND SELF-ADHERING SHEET WATERPROOFING (GCP GRACE-ICE & WATER SHIELD (HT) OR APPROVED EQUAL) MEMBRANE UP WALL. 07.15 ROOF MEMBRANE EXTENDED UP KICKER AND UP PARAPET WALL, SEE WALL SECTIONS. 07.17 R-38 FOIL FACED BATT INSULATION UNDER PATIO DECKING. 07.18 R-19 FOIL FACED BATT INSULATION IN STUD WALL CAVITY. 07.20 R-36 CLOSED CELL SPRAY FOAM (2 LBS/PER CUBIC FT). 07.22 2" CONTINUOUS RIGID POLYISOCYANURATE INSULATION BOARD AT FOUNDATION WALLS, TO BOTTOM OF FOOTING. R-12 MIN., TYP., SEE SPECS. 07.24 EIFS HEADER, SEE WALL SECTION AND DETAILS. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED VAPOR BARRIER), SEE ELEVATIONS AND WALL SECTIONS. 07.27 PROVIDE BOTTOM DRAINAGE TRACK AT E.I.F.S. 07.29 TRIM, COLOR TO MATCH SIDING. 07.30 METAL SIDING, "VESTA" PLANK VARIEGATES, (QUALITY EDGE OR APPROVED EQUAL). 07.31 METAL SIDING, (MBCI OR APPROVED EQUAL): HORIZONTAL REVERSE ROLLED 7.2 RIBBED WALL PANEL EXPOSED FASTENER, OVER HIGH TEMP. VAPOR BARRIER; SEE ELEVATION FOR COLOR. 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.37 PROVIDE 3" RIGID POLYISOCYANURATE INSULATION BOARD BETWEEN ALL JOIST AROUND PERIMETER, SEAL WITH CLOSED CELL FOAM. 07.39 CONTINUOUS BREAK MTL. FLASHING, COLOR TO MATCH SIDING. 07.40 BLACK 60 MIL. SINGLE PLY MEMBRANE UNDER PEDISTAL PAVERS. OVER COVER BOARD, OVER POLYISOCYANURATE INSULATION TO SLOPE TO DRAIN. 07.45 COVER BOARD. 07.50 COUNTER FLASHING AND ROOF MEMBRANE TERMINATION BAR TO MATCH PERIMETER PARAPET HEIGHT, COLOR TO MATCH MASONRY. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.03 SHIM WINDOWS AS REQ'D AT HEAD WITH CONT. CAULK AND BACKER ROD 08.04 BOTTOM TRACK TO BE INSTALLED IN A CONTINUOUS FULL BED OF SEALANT. 06. WOODS & PLASTICS 06.01 SHEATHING, REFER TO STRUCTURAL DRAWINGS. 06.04 TREATED BOTTOM PLATE OVER FOAM SILL SEALER AT EXTERIOR WALL FRAMING, TYP. SEE STRUCTURAL FOR ANCHORAGE 06.05 2X4 WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS. 06.07 2X6 WOOD STUD WALL WITH R-19 BATT INSULATION INSIDE STUD CAVITY. 06.09 WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS. 06.11 WOOD JOIST, PAINTED WHERE EXPOSED UNLESS NOTED OTHERWISE, SEE RCP FINISHES, SEE STRUCTURAL DRAWINGS FOR SIZE AND DETAILS. 06.13 RIM JOIST SEE STRUCTURAL. 06.20 BLOCKING AS REQ'D. FOR ROOF SLOPE. 06.33 (2) 2X8 ANCHORED TO WALL SUPPORTING LIGHT FIXTURE. VERIFY RIGID CONNECTION WITH STRUCTURAL DRAINWING. 11. EQUIPMENT 11.04 AT ALL EXTERIOR WINDOWS PROVIDE BUILDING STANDARD MANUAL ROLLER SHADE WINDOW COVERING, MANUFACTURER: COLTON INC., PLATINUM CLUTCH, 3000 NET SOLAR SCREEN FABRIC, FR-3% - COLOR N001 WHITE AND BLACK, BLACK FACING TOWARDS OUTSIDE TYP., SEE DETAILS ON SHEET A2.5 11.27 10" ADJUSTABLE SHELVING, MELAMINE ON 3/4" PARTICLE BOARD, SELF-EDGED ON PROVIDE K-V BRACKETS, WHERE INDICATED TYP. - PROVIDE 5 SHELVES. 22. PLUMBING 22.09 ROOF DRAIN LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS. SEE PLUMBING DRAWINGS AND TENANT IMPROVEMENTS. 22.20 DRINKING FOUNTAIN, (ELKAY) HIGH LOW WITH BOTTLE FILLER, SEE PLUMBING DRAWINGS. scale:1/2" = 1'-0"A4.2 1 WALL SECTION scale:1/2" = 1'-0"A4.2 2 WALL SECTION scale:1/2" = 1'-0"A4.2 3 WALL SECTION scale:1/2" = 1'-0"A4.2 4 WALL SECTION scale:1/2" = 1'-0"A4.2 5 SLANTED WALL SECTION 12. FURNISHINGS 12.04 PLASTIC LAMINATE CABINETRY, SEE FINISH SCHEDULE - PROVIDE TOEKICK MATERIAL TO MATCH BASE CABINET, TYP. 12.06 COUNTERTOP SUPPORT BRACKET. PROVIDE "SPEED BRACE" (OR EQUAL) SUPPORT BRACKETS AT OPEN KNEE SPACE WITH SPANS GREATER THAN 4'-0". 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.05 SUSPENDED 5/8" GYP. BD. CEILING, PAINTED SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.08 BASE AS SCHEDULE. 09.10 DASHED LINE REPRESENTS TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE. LINE PAINTED PNT-2. WALL BELOW LINE PAINTED FIELD COLOR / ACCENT COLORS, SEE FINSH PLAN. 09.13 PROVIDE SCHLUTER (QUADEC IN BRUSHED STAINLESS) TRIM AS CAP TO WAINSCOT AND FOR OUTSIDE CORNERS, TYP. 09.16 WALL TILE, COLOR AND SIZE TO MATCH BUILDING RESTROOM STANDARDS. 09.22 PAINTED 5/8" GYP. BD. ADHERED TO WALL. SEE FINISH SCHEDULE. 09.26 FINISH FLOOR, SEE FINISH PLAN; OVER 1 1/2" GYPCRETE OVER FLOOR DECKING. 09.30 SUSPENDED CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). SEE LEGEND. 31. EARTHWORK 31.01 VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 31.02 EARTH WORK AND LANDSCAPING, MINIMUM DISTANCE FROM TOP OF WALL IS 6" WITH GRADE SLOPING AWAY FROM BUILDING TYP. SEE CIVIL AND STRUCTURAL DRAWINGS 03. CONCRETE 03.01 SLOPE SIDEWALKS AWAY FROM BUILDING ALL AROUND, TYPICAL. MAX. 1/4" PER FOOT IN FRONT OF EXIT DOORS. SEE CIVIL DRAWINGS. 03.02 CONCRETE SLAB ON GRADE OVER GRANULAR FILL OVER 15 MIL. VAPOR BARRIER, SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR EXPANSION AND CONTROL JOINTS. 03.05 FOOTING & FOUNDATION, SEE STRUCTURAL FOR CONCRETE TYPE AND REINFORCING. VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 03.08 EXPOSED CONCRETE FOUNDATION, FINISH TO BE NATURAL AND SEALED. 03.09 DAMP PROOFING ON OUTSIDE FACE OF FOUNDATION WALLS TYPICAL, SEE SPECS. 03.13 PROVIDE LEVEL LANDING AT EXTERIOR OF ALL EXTERIOR DOORS WITH A MAX. SLOPE OF 2% AWAY FROM THE BUILDING. 04. MASONRY 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.15 STONE VENEER, SEE ELEVATION MATERIAL LEGEND. 04.19 RAISED PEDESTAL MOUNTED PAVERS SYSTEM: PROFILITEC. 13/16" THICK 24"X24" COLOR: SUPERIOR TAUPE DR08, (DALTILE OR APPROVED EQUAL). REFERENCE NOTES: 32. EXTERIOR IMPROVMENTS 32.15 CATCH BASIN, SEE PLUMBING AND CIVIL DRAWINGS. 1 1 1 1 F.F. Level 1 100'-0" B.O. FOOTING 97'-0" G 07.39 22.07 1' - 1 0 " 11.19 08.23 05.04 4' - 0 " 116'-0" DECK BEARING 125'-6" DECK BEARING 125'-8" DECK BEARING 126'-0" DECK BEARING 126'-2" 4' - 0 " 120'-4" 07.22 03.09 03.08 09.08 06.04 22.09 05.02 26.08 07.27 06.0304.07 06.11 06.09 07.32 07.05 07.07 05.04 07.10 3 1/2" 1' - 8 " 06.01 07.10 07.27 F.9 F.8 F.7 2'-6 1/2"5" 122'-0" 07.27 04.17 5" 2'-6 1/2" 110'-0" 109'-0" 115'-4" DECK BEARING T.O.WALL 07.20 T.O.WALL 07.52 07.16 07.26 06.05 06.05 07.27 4'-0"8" 06.0507.27 07.07 04.15 04.11 26.13 04.07 06.38 (4 1 / 2 " ) 6' - 0 " 1'-0" A6.9 4 F.F. Level 2 113'-5" F.F. Level 2 113'-5" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" E 146'-0" 3' - 2 " 22.03 07.16 07.01 07.27 1' - 6 " 1' - 0 " 1'-6 1/2" 9" ROOF MEMBRANE 3'-0" 05.08 05.07 09.03 04.11 04.11 08.06 26.08 09.08 07.19 09.03 07.28 04.12 09.26 05.20 09.06 07.37 06.13 07.20 06.11 07.15 T.O.WALL A8.1 12 MIRR. ENTRANCE LOBBY 102 EVENT CENTER 136 EVENT FAMILY 204 STORAGE / JAN. 314 F.F. Level 1 100'-0" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" A 144'-3" 2" 6' - 8 " 3' - 2 " 1'-5" A8.1 5 09.10 A8.1 12 26.22 1' - 6 " FACE OF SHEATHING TO FACE OF SHEATHING 7'-8 1/2"4'-1" 07.17 09.03 09.05 07.10 07.26 VESTIBULE 103 WAITING 104 OFFICE 308 03.03 03.13 03.09 31.01 07.22 06.07 07.27 07.01 04.15 08.01 11.03 07.10 09.26 06.04 09.02 26.03 09.06 06.07 08.01 06.07 09.19 07.26 07.16 A2.5 6 A2.5 17 MIRR. 07.17 07.32 A2.5 13 MIRR. A2.5 6 09.03 06.07 05.02 07.20 07.12 07.01 07.06 07.37 07.26 07.04 08.03 06.07 06.01 09.08 A8.1 9 SIM. A8.1 6 SIM. ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 3 : 0 1 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WALL SECTIONS A4.3 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.19.2023 Addendum scale: 1/2" = 1'-0"A4.3 1 WALL SECTION scale: 1/2" = 1'-0"A4.3 2 WALL SECTION scale: 1/2" = 1'-0"A4.3 3 WALL SECTION REFERENCE NOTES: 26. ELECTRICAL 26.03 2' X 4' LED TROFFER, SEE ELECTRICAL. 26.08 DECORATIVE PENDENT LIGHT FIXTURE, SEE ELECTRICAL. 26.13 PROVIDE WALL MOUNTED UP/DOWN LIGHT FIXTURE. SEE ELECTRICAL. 26.22 VERIFY WITH LIGHT MANUFACTURE COVER PLATE/CASING WILL COVER STRUCTURAL CONECTION. 05. METALS 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.04 STRUCTURAL SUPPORT, SEE STRUCTURAL DRAWINGS. 05.07 METAL STUD FRAMING, SEE WALL LEGEND. VERIFY WITH STRUCTURAL DRAWINGS. 05.08 METAL DECKING, SEE STRUCTURAL DRAWINGS 05.20 3 5/8" METAL STUD FRAMING FURRING, FINISH WITH 5/8 TYPE X GYP. PAINTED, SEE STRUCTURAL. 07. THERMAL & MOISTURE PROTECTION 07.01 WHITE 60 MIL. SINGLE PLY MEMBRANE (SEE SPECS) OVER 6" POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING (SEE STRUCTURAL DRAWINGS). WITH A MINIMUM FIFTEEN (15) YEAR MANUFACTURERâ€™S WARRANTY, MECHANICALLY FASTENED. MINIMUM SLOPE OF 1/4" PER FOOT, SEE SPECS. 07.04 DASHED LINE REPRESENTS CONTINUOUS FLUID APPLIED AIR BARRIER OVER SHEATHING. NFPA-285 TESTED AND APPROVED. ALL MATERIALS IN THE AIR BARRIER SHALL COMPLY WITH IECC C402.5.1.2.1. ALL PENETRATIONS AND JOINTS IN THESE MATERIALS WILL BE SEALED. (CCW BARRISEAL "S" OR APPROVED EQUAL). SEE SPECS. 07.05 DASHED LINE REPRESENTS CONTINUOUS HIGH TEMP FLEXIBLE MEMBRANE PEAL-&-STICK FLASHING, CCW-705HT CARLISLE OR APPROVED EQUAL. 07.06 FACTORY PAINTED PARAPET CAP/FLASHING AND CONTINUOUS METAL COPING WITH DRIP FLASHING AND HOLD DOWN CLIPS BOTH SIDES,(PERMASNAP OR APPROVED EQUAL) SEE ELEVATION AND LEGEND FOR COLOR. 07.07 FACTORY PAINTED CONTINUOUS BREAK MTL. FLASHING, SEE ELEVATION LEGEND FOR COLOR. 07.10 SOFFIT L12 WITH BEADS ARTISAN SERIES PANEL. BEADS ARE TO BE 4" APART, GAUGE IS TO BE (22GA.) WITH A EMBOSSED FINISH, MBCI, OR APPROVED EQUAL. PANEL ATTACHMENT WILL BE CONCEALED FASTENING SYSTEM, COLOR TO MATCH CANOPY. INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 07.12 EXTEND SINGLE PLY MEMBRANE UP PARAPET WALL, UNDER PARAPET CAP AND DOWN FRONT FACE OF WALL 1" MIN., TYPICAL. 07.15 ROOF MEMBRANE EXTENDED UP KICKER AND UP PARAPET WALL, SEE WALL SECTIONS. 07.16 EXTEND SINGLE PLY MEMBRANE UP WALL BEHIND FINISH MATERIAL A MINIMUM OF 24". 07.17 R-38 FOIL FACED BATT INSULATION UNDER PATIO DECKING. 07.19 R-13 BATT INSULATION IN 3-5/8" METAL STUD WALL CAVITY. 07.20 R-36 CLOSED CELL SPRAY FOAM (2 LBS/PER CUBIC FT). 07.22 2" CONTINUOUS RIGID POLYISOCYANURATE INSULATION BOARD AT FOUNDATION WALLS, TO BOTTOM OF FOOTING. R-12 MIN., TYP., SEE SPECS. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED VAPOR BARRIER), SEE ELEVATIONS AND WALL SECTIONS. 07.27 PROVIDE BOTTOM DRAINAGE TRACK AT E.I.F.S. 07.28 EIFS OVER 1-1/2" RIGID INSULATION BOARD ONVER MASONRY, SEE ELEVATIONS LEGEND AND WALL SECTIONS. 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.37 PROVIDE 3" RIGID POLYISOCYANURATE INSULATION BOARD BETWEEN ALL JOIST AROUND PERIMETER, SEAL WITH CLOSED CELL FOAM. 07.39 CONTINUOUS BREAK MTL. FLASHING, COLOR TO MATCH SIDING. 07.52 COVER BOARD, OVER POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.03 SHIM WINDOWS AS REQ'D AT HEAD WITH CONT. CAULK AND BACKER ROD 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 08.23 36" X 36" ATTIC ACCESS PANEL WITH VENT AND HEAVY MESH BUG SCREEN, WB EST 1400 (WILLIAMS BROTHERS OR APPROVED EQAUL). PAINTED TO MATCH EIFS. MOUNTING HEIGHT TO BE 18" MIN. ABOVE ROOF MEMBRANE, 06. WOODS & PLASTICS 06.01 SHEATHING, REFER TO STRUCTURAL DRAWINGS. 06.03 2X BLOCKING TYP. SEE STRUCTURAL FOR ANCHORAGE. 06.04 TREATED BOTTOM PLATE OVER FOAM SILL SEALER AT EXTERIOR WALL FRAMING, TYP. SEE STRUCTURAL FOR ANCHORAGE 06.05 2X4 WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS. 06.07 2X6 WOOD STUD WALL WITH R-19 BATT INSULATION INSIDE STUD CAVITY. 06.09 WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS. 06.11 WOOD JOIST, PAINTED WHERE EXPOSED UNLESS NOTED OTHERWISE, SEE RCP FINISHES, SEE STRUCTURAL DRAWINGS FOR SIZE AND DETAILS. 06.13 RIM JOIST SEE STRUCTURAL. 06.38 HEAVY TIMBER WOOD MANTEL, STAINED TO MATCH CEILING TILES. 11. EQUIPMENT 11.03 PROVIDE MOTORIZED ROLLER SHADE WINDOW COVERING. CONTROLS TO BE LOCATED AT RECEPTION DESK. MANUFACTURER: MARIAK, WITH POLYSCREEN VISION FABRIC-VISION 550-A FR-5% - COLOR LINEN 0-004-10-00398, BLACK FACING TOWARDS OUTSIDE TYP., SEE DETAILS ON SHEET A2.5 11.19 FIREPLACE, SEE PLUMBING AND MECHANICAL DRAWINGS. VERIFY WITH MFR. FOR WALL THICKNESS AND MOUNTING HEIGHTS. 22. PLUMBING 22.03 FLOOR MOUNTED JANITOR SERVICE SINK. WET WALLS ARE TO HAVE TILE WAINSCOTING 4'-0" A.F.F. REFER TO PLUMBING DRAWINGS. 22.07 OVERFLOW ROOF DRAIN ESCUTCHEON, VERIFY MOUNTING HEIGHT & LOCATION WITH PLUMBING DRAWINGS. 22.09 ROOF DRAIN LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS. SEE PLUMBING DRAWINGS AND TENANT IMPROVEMENTS. 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.05 SUSPENDED 5/8" GYP. BD. CEILING, PAINTED SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.08 BASE AS SCHEDULE. 09.10 DASHED LINE REPRESENTS TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE. LINE PAINTED PNT-2. WALL BELOW LINE PAINTED FIELD COLOR / ACCENT COLORS, SEE FINSH PLAN. 09.19 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. 09.26 FINISH FLOOR, SEE FINISH PLAN; OVER 1 1/2" GYPCRETE OVER FLOOR DECKING. 31. EARTHWORK 31.01 VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 03. CONCRETE 03.03 HATCH REPRESENTS THICKENED SLAB. AREA OF FOUNDATION WALL THAT IS LOWERED TO ALLOW SLAB TO RUN OVER TOP, SEE STRUCTURAL DETAILS. 03.08 EXPOSED CONCRETE FOUNDATION, FINISH TO BE NATURAL AND SEALED. 03.09 DAMP PROOFING ON OUTSIDE FACE OF FOUNDATION WALLS TYPICAL, SEE SPECS. 03.13 PROVIDE LEVEL LANDING AT EXTERIOR OF ALL EXTERIOR DOORS WITH A MAX. SLOPE OF 2% AWAY FROM THE BUILDING. 04. MASONRY 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.15 STONE VENEER, SEE ELEVATION MATERIAL LEGEND. 04.17 STONE CAP, BUILD-UP MORTAR TO SLOPE AWAY, STONE VENEER MANUFACTURER. 1 1 F.F. Level 1 100'-0" B.O. FOOTING 97'-0" G 4" 2' - 8 " 1' - 8 " 31.0203.02 09.08 03.05 2' - 8 " 11.02 07.06 07.32 05.08 07.01 07.12 07.03 125'-3" 04.07 08.03 07.18 DECK BEARING 126'-8" 1/2" / 12" 32.01 03.10 04.07 04.07 04.15 03.09 07.22 03.09 09.03 09.19 08.01 F.9 07.18 04.07 22.04 2'-8" GYM 122 A8.1 11 130'-0" 115'-0" 116'-8" A8.1 6 A2.6 7 A2.6 5 26.13 T.O.WALL SOFFIT 4'-8" DECK BEARING 126'-10" DECK BEARING 126'-11 1/2"07.09 A8.1 9 F.F. Level 1 100'-0" B.O. FOOTING 97'-0" DECK BEARING 140'-10" A 3'-8"1'-6" 148'-0" 144'-3" 31.02 03.01 2" 07.21 A.2 A.3 03.10 07.31 07.06 T.O.WALL A8.1 8 MIRR. T.O.WALL 05.11 09.25 04.09 03.09 07.22 03.08 07.05 05.09 04.11 03.02 1'-6" 07.1207.31 STAIR 332 STAIRS 224 STAIR 114 26.22 A8.1 12 F.F. Level 2 113'-5" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" E 05.08 07.27 MIN. 8" 09.06 07.37 07.36 09.03 07.26 07.16 07.01 06.05 07.04 09.26 09.08 09.03 26.06 07.20 07.15 07.06 07.01 09.26 09.26 06.11 09.06 22.19 26.06 05.02 06.11 PA I N T L I N E 11 ' - 0 " 09.10 09.03 06.11 06.07 DECK BEARING 127'-10" WA L L P A I N T L I N E 11 ' - 0 " BKR 320 OT /PT TREATMENT 218 MEZZANINE 212 SENSORY RM. 120 ADL PANTRY 119 05.34 06.16 G DECK BEARING 126'-8" 130'-0" 07.03 07.06 07.32 1' - 6 " 4" 4' - 0 " 21 ' - 0 " 2' - 8 " 2' - 8 " T.O.WALL 03.08 03.08 04.07 31.01 31.02 07.22 04.15 26.13 F.9 26.22 07.18 GYM 122 T.O.WALL 125'-3" A8.1 11 07.09 07.05 07.08 07.12 128'-5 1/2" FACE OF SHEATHING 9" TO MASONRY FACE OF SHEATHING 4'-8" FACE OF MASONRY CENTER OF FIX. 3'-4" 1'-9 1/2"2'-6 1/2" 03.09 05.07 09.03 07.10 5° 8 5 °9 5 ° 5° FACE OF SHEATHING 3'-2" 05.08 05.02 PA I N T L I N E I N G Y M 24 ' - 5 " 09.10 15 ' - 0 " 07.09 07.04 06.03 A8.1 6 A8.1 9 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 3 : 2 2 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WALL SECTIONS A4.4 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.19.2023 Addendum scale: 1/2" = 1'-0"A4.4 5 WALL SECTION scale: 1/2" = 1'-0"A4.4 1 WALL SECTION scale: 1/2" = 1'-0"A4.4 2 WALL SECTION scale: 1/2" = 1'-0"A4.4 4 SLANTED WALL SECTION REFERENCE NOTES: 26. ELECTRICAL 26.06 SUSPENDED LINEAR LIGHT FIXTURE, SEE ELECTRICAL. 26.13 PROVIDE WALL MOUNTED UP/DOWN LIGHT FIXTURE. SEE ELECTRICAL. 26.22 VERIFY WITH LIGHT MANUFACTURE COVER PLATE/CASING WILL COVER STRUCTURAL CONECTION. 05. METALS 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.07 METAL STUD FRAMING, SEE WALL LEGEND. VERIFY WITH STRUCTURAL DRAWINGS. 05.08 METAL DECKING, SEE STRUCTURAL DRAWINGS 05.09 STEEL PAN TREADS FILLED W/ CONC., UNDERSIDE PAINTED, SEE FINISHES SCHEDULE. 05.11 STEEL HANDRAIL WALL MOUNTED. 1 1/2" O.D. PAINTED, HIGH GLOSS. 36" ABOVE FINISH FLOOR AND TREAD NOSING. SUPPORT BY MFR. STANDARD BRACKETS. PROVIDE SOLID BLOCKING IN WALLS AS REQUIRED. 05.34 2" DIA. METAL PIPE FOOT REST BLACK. 07. THERMAL & MOISTURE PROTECTION 07.01 WHITE 60 MIL. SINGLE PLY MEMBRANE (SEE SPECS) OVER 6" POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING (SEE STRUCTURAL DRAWINGS). WITH A MINIMUM FIFTEEN (15) YEAR MANUFACTURERâ€™S WARRANTY, MECHANICALLY FASTENED. MINIMUM SLOPE OF 1/4" PER FOOT, SEE SPECS. 07.03 HATCH INDICATES TAPERED INSULATION BOARD AS REQUIRED TO DIRECT WATER TO ROOF DRAINS. INSULATION SLOPE TO BE 1/4" PER FOOT. 07.04 DASHED LINE REPRESENTS CONTINUOUS FLUID APPLIED AIR BARRIER OVER SHEATHING. NFPA-285 TESTED AND APPROVED. ALL MATERIALS IN THE AIR BARRIER SHALL COMPLY WITH IECC C402.5.1.2.1. ALL PENETRATIONS AND JOINTS IN THESE MATERIALS WILL BE SEALED. (CCW BARRISEAL "S" OR APPROVED EQUAL). SEE SPECS. 07.05 DASHED LINE REPRESENTS CONTINUOUS HIGH TEMP FLEXIBLE MEMBRANE PEAL-&-STICK FLASHING, CCW-705HT CARLISLE OR APPROVED EQUAL. 07.06 FACTORY PAINTED PARAPET CAP/FLASHING AND CONTINUOUS METAL COPING WITH DRIP FLASHING AND HOLD DOWN CLIPS BOTH SIDES,(PERMASNAP OR APPROVED EQUAL) SEE ELEVATION AND LEGEND FOR COLOR. 07.08 CONTINUOUS BREAK METAL FASCIA WRAPED TO SOFFIT, 22 GA. SEE FINISH LEGEND FOR COLOR. 2 RIBBED SEE DETAILS. 07.09 EDGE FLASHING, MATCH BUILDING STANDARDS. 07.10 SOFFIT L12 WITH BEADS ARTISAN SERIES PANEL. BEADS ARE TO BE 4" APART, GAUGE IS TO BE (22GA.) WITH A EMBOSSED FINISH, MBCI, OR APPROVED EQUAL. PANEL ATTACHMENT WILL BE CONCEALED FASTENING SYSTEM, COLOR TO MATCH CANOPY. INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 07.12 EXTEND SINGLE PLY MEMBRANE UP PARAPET WALL, UNDER PARAPET CAP AND DOWN FRONT FACE OF WALL 1" MIN., TYPICAL. 07.15 ROOF MEMBRANE EXTENDED UP KICKER AND UP PARAPET WALL, SEE WALL SECTIONS. 07.16 EXTEND SINGLE PLY MEMBRANE UP WALL BEHIND FINISH MATERIAL A MINIMUM OF 24". 07.18 R-19 FOIL FACED BATT INSULATION IN STUD WALL CAVITY. 07.20 R-36 CLOSED CELL SPRAY FOAM (2 LBS/PER CUBIC FT). 07.21 2.6" HUNTER Xci PLY 5/8", (HUNTER BOARD OR APPROVED EQUAL). (R-12) MECHANICALLY FASTEND TO MASONRY PER MFR. REQUIREMENTS. 07.22 2" CONTINUOUS RIGID POLYISOCYANURATE INSULATION BOARD AT FOUNDATION WALLS, TO BOTTOM OF FOOTING. R-12 MIN., TYP., SEE SPECS. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED VAPOR BARRIER), SEE ELEVATIONS AND WALL SECTIONS. 07.27 PROVIDE BOTTOM DRAINAGE TRACK AT E.I.F.S. 07.31 METAL SIDING, (MBCI OR APPROVED EQUAL): HORIZONTAL REVERSE ROLLED 7.2 RIBBED WALL PANEL EXPOSED FASTENER, OVER HIGH TEMP. VAPOR BARRIER; SEE ELEVATION FOR COLOR. 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.36 RIGID INSULATION IN WALL FURRING HUNTER Xci 286 POLYISOCYANURATE (HUNTER OR APPROVED EQ) (R-VALUE > 6) 07.37 PROVIDE 3" RIGID POLYISOCYANURATE INSULATION BOARD BETWEEN ALL JOIST AROUND PERIMETER, SEAL WITH CLOSED CELL FOAM. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.03 SHIM WINDOWS AS REQ'D AT HEAD WITH CONT. CAULK AND BACKER ROD 06. WOODS & PLASTICS 06.03 2X BLOCKING TYP. SEE STRUCTURAL FOR ANCHORAGE. 06.05 2X4 WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS. 06.07 2X6 WOOD STUD WALL WITH R-19 BATT INSULATION INSIDE STUD CAVITY. 06.11 WOOD JOIST, PAINTED WHERE EXPOSED UNLESS NOTED OTHERWISE, SEE RCP FINISHES, SEE STRUCTURAL DRAWINGS FOR SIZE AND DETAILS. 06.16 3-1/2" BUTCHER BLOCK COUNTERTOP. THICK PROTECTIVE CLEAR COAT LAYER. 11. EQUIPMENT 11.02 PROVIDE MOTORIZED ROLLER SHADE WINDOW COVERING. VERIFY WITH OWNER LOCATION OF CONTROLS BEFORE INSTALATION. MANUFACTURER: MARIAK, WITH POLYSCREEN VISION FABRIC-VISION 550-A FR-5% - COLOR LINEN 0-004-10-00398, BLACK FACING TOWARDS OUTSIDE TYP., 22. PLUMBING 22.04 LANDSCAPE IRRIGATION DRAINAGE, SEE LANDSCAPE AND CIVIL PLAN. 22.19 THREE COMPARTMENT STAINLESS STEEL SURFACE MOUNT SINK/FAUCET, (2) SHALLOW SINKS AND ONE DEEP SINK, SEE PLUMB. & ELEC. 09. FINISHES 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.08 BASE AS SCHEDULE. 09.10 DASHED LINE REPRESENTS TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE. LINE PAINTED PNT-2. WALL BELOW LINE PAINTED FIELD COLOR / ACCENT COLORS, SEE FINSH PLAN. 09.19 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. 09.25 GYP. BD. COVERING UNDERSIDE OF STAIR. PAINTED TO MATCH STAIRS, SEE FINISH SCHEDULE. 09.26 FINISH FLOOR, SEE FINISH PLAN; OVER 1 1/2" GYPCRETE OVER FLOOR DECKING. 31. EARTHWORK 31.01 VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 31.02 EARTH WORK AND LANDSCAPING, MINIMUM DISTANCE FROM TOP OF WALL IS 6" WITH GRADE SLOPING AWAY FROM BUILDING TYP. SEE CIVIL AND STRUCTURAL DRAWINGS 03. CONCRETE 03.01 SLOPE SIDEWALKS AWAY FROM BUILDING ALL AROUND, TYPICAL. MAX. 1/4" PER FOOT IN FRONT OF EXIT DOORS. SEE CIVIL DRAWINGS. 03.02 CONCRETE SLAB ON GRADE OVER GRANULAR FILL OVER 15 MIL. VAPOR BARRIER, SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR EXPANSION AND CONTROL JOINTS. 03.05 FOOTING & FOUNDATION, SEE STRUCTURAL FOR CONCRETE TYPE AND REINFORCING. VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 03.08 EXPOSED CONCRETE FOUNDATION, FINISH TO BE NATURAL AND SEALED. 03.09 DAMP PROOFING ON OUTSIDE FACE OF FOUNDATION WALLS TYPICAL, SEE SPECS. 03.10 PRE-CAST CONCRETE SILL WITH DRIP CHANNEL. 04. MASONRY 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.09 12" MASONRY BELOW 8" MASONRY, SEE STRUCTURAL DRAWINGS. SEE WALL SECTIONS. 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.15 STONE VENEER, SEE ELEVATION MATERIAL LEGEND. 32. EXTERIOR IMPROVMENTS 32.01 THIS HATCH INDICATES LANDSCAPE AREA, SEE LANDSCAPE PLAN FOR DETAILS AND IRRIGATION OF SITE TRENCH DRAINS. 1 1 A8.1 11 B.O. FOOTING 97'-0" 2' - 1 0 " 110'-0" F.2 8" 116'-0" DECK BEARING 120'-0" T.O.WALL MIRR. 3'-6" 139C 2' - 8 " 4' - 8 " 12.06 09.08 12.28 08.14 05.02 07.24 07.19 09.03 07.26 04.09 06.02 07.19 07.22 31.01 03.05 03.09 07.48 07.27 05.02 05.08 07.01 07.12 07.06 FOOD PREP ROOM 139 OUTDOOR PATIO 140 07.37 06.09 A2.5 14 A2.5 3 A8.1 12 F.F. Level 2 113'-5" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" A 6" TO D E C K B E A R I N G 4' - 2 " 6' - 8 " 3' - 2 " 3' - 6 " 6' - 8 " 3' - 3 " 3' - 5 " 7' - 0 " 3' - 0 " 7/ 8 " S L O P E 1' - 6 " 15 ' - 0 " 1" 4" 1" 1" 1'-1" 6" 1' - 0 " 8"1'-0"1'-6" 6" SLOPE 03.12 32.04 03.09 03.09 09.03 09.08 07.19 MIRR. 03.17 22.04 03.05 07.22 07.08 09.26 09.08 11.04 09.06 09.26 07.37 07.18 07.18 07.27 08.01 08.03 08.04 07.04 07.26 07.32 SC BM SV 3"2'-8" 07.10 07.26 07.24 06.05 07.42 1/2" / 12" DECK BEARING 126'-11 1/2" DECK BEARING 126'-10" 1'-6" 1'-2"04.22 26.22 A2.5 13 07.37 06.07 11.04 09.02 A2.5 13 A2.5 6 MIRR. 26.13 09.02 A2.5 6 MIRR. 06.20 26.08 07.04 06.20 125'-3" 08.01 08.01 PA I N T L I N E 11 ' - 0 " 09.10 07.15 07.20 07.26 06.01 144'-3" OFFICE 310 SPEECH 2 234 KIDS 106 T.O.WALL SOFFIT FACE OF SHEATHING LIGHT FIXTURE 3'-4" 07.01 F.F. Level 1 100'-0" 3 A3.1 3 A3.107.33 07.34 5/8" / 12" 07.09 4' - 5 1 / 2 " 8' - 8 " 04.17 04.15 04.07 05.01 05.02 07.10 06.11 07.05 06.01 113'-8" 05.02 07.32 07.05 06.01 F.F. Level 1 100'-0" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" A 8" 9 5 ° 8 5 ° 5° 128'-5 1/2" 07.27 26.13 15 ' - 0 " 2' - 4 " 10"1'-4"03.08 03.08 03.09 07.22 31.01 32.04 04.17 6" 07.05 07.10 07.06 07.20 07.15 A8.1 12 07.3707.26 07.04 06.01 09.03 06.07 07.37 06.0706.03 05.20 03.02 09.06 07.37 6" 103'-0" T.O.WALL 09.08 06.33 26.22 06.04 09.0307.18 06.01 07.32 TECHNOLOGY 111 SPEECH 5 228 CONNECTION OFFICE 322 07.08 FACE OF SHEATHING 3'-0" FACE OF SHEATHING 9" FACE OF SHEATHING 3'-4" T.O.WALL 144'-3" T.O.WALL A8.1 9 A8.1 6 MIRR. MIRR. 06.12 06.12 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 3 : 4 3 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WALL SECTIONS A4.5 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION scale: 1/2" = 1'-0"A4.5 2 WALL SECTION scale: 1/2" = 1'-0"A4.5 3 WALL SECTION scale: 1/2" = 1'-0"A4.5 1 CANOPY CROSS SECTION scale: 1/2" = 1'-0"A4.5 4 WALL SECTION REFERENCE NOTES: 26. ELECTRICAL 26.08 DECORATIVE PENDENT LIGHT FIXTURE, SEE ELECTRICAL. 26.13 PROVIDE WALL MOUNTED UP/DOWN LIGHT FIXTURE. SEE ELECTRICAL. 26.22 VERIFY WITH LIGHT MANUFACTURE COVER PLATE/CASING WILL COVER STRUCTURAL CONECTION. 05. METALS 05.01 STEEL COLUMN, PAINTED WHERE EXPOSED. SEE STRUCTURAL DRAWINGS. 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.08 METAL DECKING, SEE STRUCTURAL DRAWINGS 05.20 3 5/8" METAL STUD FRAMING FURRING, FINISH WITH 5/8 TYPE X GYP. PAINTED, SEE STRUCTURAL. 07. THERMAL & MOISTURE PROTECTION 07.01 WHITE 60 MIL. SINGLE PLY MEMBRANE (SEE SPECS) OVER 6" POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING (SEE STRUCTURAL DRAWINGS). WITH A MINIMUM FIFTEEN (15) YEAR MANUFACTURERâ€™S WARRANTY, MECHANICALLY FASTENED. MINIMUM SLOPE OF 1/4" PER FOOT, SEE SPECS. 07.04 DASHED LINE REPRESENTS CONTINUOUS FLUID APPLIED AIR BARRIER OVER SHEATHING. NFPA-285 TESTED AND APPROVED. ALL MATERIALS IN THE AIR BARRIER SHALL COMPLY WITH IECC C402.5.1.2.1. ALL PENETRATIONS AND JOINTS IN THESE MATERIALS WILL BE SEALED. (CCW BARRISEAL "S" OR APPROVED EQUAL). SEE SPECS. 07.05 DASHED LINE REPRESENTS CONTINUOUS HIGH TEMP FLEXIBLE MEMBRANE PEAL-&-STICK FLASHING, CCW-705HT CARLISLE OR APPROVED EQUAL. 07.06 FACTORY PAINTED PARAPET CAP/FLASHING AND CONTINUOUS METAL COPING WITH DRIP FLASHING AND HOLD DOWN CLIPS BOTH SIDES,(PERMASNAP OR APPROVED EQUAL) SEE ELEVATION AND LEGEND FOR COLOR. 07.08 CONTINUOUS BREAK METAL FASCIA WRAPED TO SOFFIT, 22 GA. SEE FINISH LEGEND FOR COLOR. 2 RIBBED SEE DETAILS. 07.09 EDGE FLASHING, MATCH BUILDING STANDARDS. 07.10 SOFFIT L12 WITH BEADS ARTISAN SERIES PANEL. BEADS ARE TO BE 4" APART, GAUGE IS TO BE (22GA.) WITH A EMBOSSED FINISH, MBCI, OR APPROVED EQUAL. PANEL ATTACHMENT WILL BE CONCEALED FASTENING SYSTEM, COLOR TO MATCH CANOPY. INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 07.12 EXTEND SINGLE PLY MEMBRANE UP PARAPET WALL, UNDER PARAPET CAP AND DOWN FRONT FACE OF WALL 1" MIN., TYPICAL. 07.15 ROOF MEMBRANE EXTENDED UP KICKER AND UP PARAPET WALL, SEE WALL SECTIONS. 07.18 R-19 FOIL FACED BATT INSULATION IN STUD WALL CAVITY. 07.19 R-13 BATT INSULATION IN 3-5/8" METAL STUD WALL CAVITY. 07.20 R-36 CLOSED CELL SPRAY FOAM (2 LBS/PER CUBIC FT). 07.22 2" CONTINUOUS RIGID POLYISOCYANURATE INSULATION BOARD AT FOUNDATION WALLS, TO BOTTOM OF FOOTING. R-12 MIN., TYP., SEE SPECS. 07.24 EIFS HEADER, SEE WALL SECTION AND DETAILS. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED VAPOR BARRIER), SEE ELEVATIONS AND WALL SECTIONS. 07.27 PROVIDE BOTTOM DRAINAGE TRACK AT E.I.F.S. 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.33 BAR STYLE SNOW GUARDS TO MATCH STANDING SEAM METAL ROOF. 07.34 CONTINUOUS RAIN GUTTER, MATCH STANDING SEAM ROOF COLOR. SEE ELEVATIONS. 07.37 PROVIDE 3" RIGID POLYISOCYANURATE INSULATION BOARD BETWEEN ALL JOIST AROUND PERIMETER, SEAL WITH CLOSED CELL FOAM. 07.42 VENT SOFFIT TO ALLOW PASSAGE OF AIR WITH HEAVY DUTY BUG SCREENING TYPICAL. 07.48 EIFS OVER 3/4" RIGID INSULATION OVER CMU. SEE ELEVATIONS FOR COLORS. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.03 SHIM WINDOWS AS REQ'D AT HEAD WITH CONT. CAULK AND BACKER ROD 08.04 BOTTOM TRACK TO BE INSTALLED IN A CONTINUOUS FULL BED OF SEALANT. 08.14 MANUAL PUSH-UP INSULATED LOCKABLE COUNTER DOOR (CORNELL IRON WORKS - MODEL ESC30 OR APPROVED EQUAL). 06. WOODS & PLASTICS 06.01 SHEATHING, REFER TO STRUCTURAL DRAWINGS. 06.02 BLOCKING AS REQ'D. 06.03 2X BLOCKING TYP. SEE STRUCTURAL FOR ANCHORAGE. 06.04 TREATED BOTTOM PLATE OVER FOAM SILL SEALER AT EXTERIOR WALL FRAMING, TYP. SEE STRUCTURAL FOR ANCHORAGE 06.05 2X4 WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS. 06.07 2X6 WOOD STUD WALL WITH R-19 BATT INSULATION INSIDE STUD CAVITY. 06.09 WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS. 06.11 WOOD JOIST, PAINTED WHERE EXPOSED UNLESS NOTED OTHERWISE, SEE RCP FINISHES, SEE STRUCTURAL DRAWINGS FOR SIZE AND DETAILS. 06.12 WOOD TRUSS / JOIST. SEE STRUCTURAL PLAN. 06.20 BLOCKING AS REQ'D. FOR ROOF SLOPE. 06.33 (2) 2X8 ANCHORED TO WALL SUPPORTING LIGHT FIXTURE. VERIFY RIGID CONNECTION WITH STRUCTURAL DRAINWING. 11. EQUIPMENT 11.04 AT ALL EXTERIOR WINDOWS PROVIDE BUILDING STANDARD MANUAL ROLLER SHADE WINDOW COVERING, MANUFACTURER: COLTON INC., PLATINUM CLUTCH, 3000 NET SOLAR SCREEN FABRIC, FR-3% - COLOR N001 WHITE AND BLACK, BLACK FACING TOWARDS OUTSIDE TYP., SEE DETAILS ON SHEET A2.5 22. PLUMBING 22.04 LANDSCAPE IRRIGATION DRAINAGE, SEE LANDSCAPE AND CIVIL PLAN. 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.08 BASE AS SCHEDULE. 09.10 DASHED LINE REPRESENTS TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE. LINE PAINTED PNT-2. WALL BELOW LINE PAINTED FIELD COLOR / ACCENT COLORS, SEE FINSH PLAN. 09.26 FINISH FLOOR, SEE FINISH PLAN; OVER 1 1/2" GYPCRETE OVER FLOOR DECKING. 31. EARTHWORK 31.01 VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 03. CONCRETE 03.02 CONCRETE SLAB ON GRADE OVER GRANULAR FILL OVER 15 MIL. VAPOR BARRIER, SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR EXPANSION AND CONTROL JOINTS. 03.05 FOOTING & FOUNDATION, SEE STRUCTURAL FOR CONCRETE TYPE AND REINFORCING. VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 03.08 EXPOSED CONCRETE FOUNDATION, FINISH TO BE NATURAL AND SEALED. 03.09 DAMP PROOFING ON OUTSIDE FACE OF FOUNDATION WALLS TYPICAL, SEE SPECS. 03.12 CONCRETE BENCH WITH EXTERIOR LED STIPE LIGHTING, MODEL LE.03 (STREETSCAPES OR APPROVED EQUAL), ALTERNATE: CAST-IN-PLACE. 03.17 PRE-CAST CONCRETE CAP. 04. MASONRY 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.09 12" MASONRY BELOW 8" MASONRY, SEE STRUCTURAL DRAWINGS. SEE WALL SECTIONS. 04.15 STONE VENEER, SEE ELEVATION MATERIAL LEGEND. 04.17 STONE CAP, BUILD-UP MORTAR TO SLOPE AWAY, STONE VENEER MANUFACTURER. 04.22 6" MASONRY, SEE WALL SECTIONS. SEE FINISH LEGEND FOR COLOR AND FINISH. 32. EXTERIOR IMPROVMENTS 32.04 SLOPE SIDEWALKS AWAY FROM BUILDING ALL AROUND, TYPICAL. MAX. 1/4" PER FOOT. LESS-THAN 2% IN FRONT OF EXIT DOORS. SEE CIVIL DRAWINGS FOR CONTINUATION OF SIDEWALKS. NATURAL COLORED CONCRETE SIDEWALK WITH INTEGRAL CURB WALL. ALL CONTROL JOINTS (CJ) AND EXPANSION JOINTS (EJ) SHALL BE HAND TOOLED. SPACING SHALL NOT BE LESS THAN 2'-8" OR GREATER THAN 6'-0". JOINTS SHALL BE EVENLY SPACED. EVERY FOURTH JOINT SHALL BE AN EXPANSION JOINT. SEE CIVIL DETAILS. 12. FURNISHINGS 12.06 COUNTERTOP SUPPORT BRACKET. PROVIDE "SPEED BRACE" (OR EQUAL) SUPPORT BRACKETS AT OPEN KNEE SPACE WITH SPANS GREATER THAN 4'-0". 12.28 STAINLESS-STEEL (16 GA.) COUNTERTOP. F.F. Lev el 1 100'-0"F.F. Level 1100'-0" F.F. Lev el 2 113'-5"F.F. Level 2113'-5" F.F. LEVEL 3 126'-10"F.F. LEVEL 3126'-10" UPUPUP 22212019181716151413 12 11 10 9 8 7 6 5 4 3 2 1 UPUPUP 35 34 33 32 31 30 29 28 27 26 25 24 22212019181716151413 UPUPUP 45444342414039383736 35 34 33 32 31 30 29 58 57 56 55 54 53 52 51 50 49 48 47 706968676665646362616059 DN 58 57 56 55 54 53 52 51 50 49 48 47 706968676665646362616059 26.09 05.10 05.13 05.09 05.15 1 A5.2 1 A5.2 2 A5.2 2 A5.2 6 D D EE 4.5 3 A5.2 3 A5.2 3" 2'-0" STAIR 134 EVENT I.T. / STOR. 135 134 135 15'-4"9'-4" 5' - 4 " 5' - 4 " 4"2"4'-3"11"9'-2"6'-6" 2" 2" 9' - 1 0 " 2" 4" 4" 1" 1 1 / 2 " 3' - 1 1 " 1 1 / 2 " 2"2" 8" 2"2" 1 1 / 2 " 4' - 1 1 / 2 " 2"4" 4"2"4'-3"10'-1"6'-6" 1'-0" 1'-0" 05.13 05.13 05.12 05.09 08.18 1 A5.2 1 A5.2 2 A5.2 2 A5.2 D D EE 3 A5.2 3 A5.2 206 STAIR 206 16'-8"4'-8"1'-4"2'-0" 04.12 04.11 4'-3"10'-1"6'-6" 5'-2"9'-2" 4' - 5 " 1' - 0 " 4' - 5 " 9' - 1 0 " 05.12 05.11 05.10 26.09 05.09 05.13 1 A5.2 1 A5.2 2 A5.2 2 A5.2 D D EE 3 A5.2 3 A5.2STAIR 315 315 4'-3"10'-1"6'-6" 10 ' - 6 " 6"5'-2"(10) EQ TREADS @11"= 9'-2"6'-6" 05.11 4' - 5 " 2" 8" 2" 4' - 5 " 1'-0"(11) EQ TREADS @11"= 10'-1"1'-0" 05.15 05.12 05.11 1'-0" 05.13 09.02 03.14 1 A5.2 1 A5.2 2 A5.2 2 A5.2 6 D D EE 4.5 3 A5.2 3 A5.2 401 STAIR 401 EQ EQ 5' - 1 1 / 2 " 5'-2"(12) EQ TREADS @11"= 11'-0"1'-0" 05.12 5"4'-1" 1' - 0 " 05.13 05.13 2" 4' - 5 " 2" 8" 2" 4' - 5 " 2" 2"4'-3"(11) EQ TREADS @11"= 10'-1" BELOW LANDING LEVEL 3 6'-6" ROOF LANDING 4'-10" 10 ' - 8 " 1'-0" 4'-8" 9' - 1 0 " 05.15 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 3 : 5 7 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 STAIR PLANS & 3D REF. (134,206,315,401) A5.1 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION NOTE: SEE NEXT PAGE FOR STAIR SECTION PROVIDE STAIRWAY IDENTIFICATION SIGNAGE PER. IBC 1023.9 SEE DETAIL 1/A8.3 0"1/2"1"2"4" 0'2'4'8'16'4' 1" REFERENCE NOTES: # DATE DESCRIPTION 1 04.19.2023 Addendum 03. CONCRETE 03.14 CONCRETE SLAB OVER METAL DECK, SEE STRUCTURAL. 04. MASONRY 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 26. ELECTRICAL 26.09 WALL-MOUNTED FIXTURE, SEE ELECTRICAL. 05. METALS 05.09 STEEL PAN TREADS FILLED W/ CONC., UNDERSIDE PAINTED, SEE FINISHES SCHEDULE. 05.10 STEEL STRINGER, PAINTED. SEE STRUCTURAL DRAWINGS AND FINISH LEGEND. 05.11 STEEL HANDRAIL WALL MOUNTED. 1 1/2" O.D. PAINTED, HIGH GLOSS. 36" ABOVE FINISH FLOOR AND TREAD NOSING. SUPPORT BY MFR. STANDARD BRACKETS. PROVIDE SOLID BLOCKING IN WALLS AS REQUIRED. 05.12 STEEL HANDRAIL MOUNTED 36" ABOVE FINISH FLOOR AND TREAD NOSING. 1 1/2" O.D. PAINTED, HIGH GLOSS. SUPPORT BY MFR. STANDARD BRACKETS. 05.13 HANDRAIL RETURN TO FLOOR, CORE DRILL INTO CONCRETE W/ CAP. 05.15 1-1/2" GURADRAIL POST 42" HIGH WELDED TO STRINGER WITH INFILL PANEL, ROUND HOLE, ALUMINUM TYPE 3003-H14, .125 GAUGE, MILL FINISH, 1" HOLES ON 1-1/4" CENTERS, STAGGERED PATTERN, 58% OPEN AREA, SHEET, 48.0000" WIDTH X 120.0000" LENGTH. (MCNICHOLS QUALITY PERFORATED METAL OR APPROVED EQUAL). 08. OPENINGS 08.18 COLUMN WRAP TO MATCH STOREFRONT. scale:A5.1 7 3D STAIR VISUAL REFERENCE scale: 1/4" = 1'-0"A5.1 1 LEVEL 1 ENLARGED STAIR PLAN scale:1/4" = 1'-0"A5.1 2 LEVEL 2 ENLARGED STAIR PLAN scale: 1/4" = 1'-0"A5.1 3 LEVEL 3 ENLARGED STAIR PLAN scale: 1/4" = 1'-0"A5.1 4 ROOF ACCESS PLAN 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 1 As per section 1003 .1 a barrier shall be prov id ed where the v ertical clearance abov e a circu lation path is less than 8 0" high abov e finished floor. 36 37 38 39 40 41 42 43 44 45 13 14 15 16 17 18 19 20 21 22 59 60 61 62 63 64 65 66 67 68 69 70 1 2 3 4 5 6 7 8 9 10 11 12 24 25 26 27 28 29 30 31 32 33 34 35 47 48 49 50 51 52 53 54 55 56 57 58 2 A5.2 F.F. Level 1 100'-0" F.F. Level 2 113'-5" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" 5 4.5 1'-0"(10) EQ TREADS @ 11"= 9'-2"1'-0" 05.11 3' - 0 " EQEQ 110'-0" EQEQ 1'-0"(10) EQ TREADS @ 11"= 9'-2"1'-0" 05.13 05.11 09.02 09.19 09.02 09.02 1' - 3 " 4' - 0 " 4'-8" 05.13 05.11 10 ' - 0 " 3' - 5 " 11 ' - 0 " 2' - 5 " 11 ' - 0 " 3' - 7 " CL E A R H E A D H E I G H T 6' - 8 " 09.25 09.25 09.06 09.25 05.10 1" 2' - 1 0 " 6' - 8 " 1" 4' - 1 " 8' - 8 " 05.10 05.09 05.09 NO G R E A T E R T H A N 7 " (1 3 ) E Q R I S E R 7' - 7 " 3' - 0 " 1'-0"(12) EQ TREADS @ 11"= 11'-0"1'-0" NO G R E A T E R T H A N 7 " (1 1 ) E Q R I S E R 6' - 5 " NO G R E A T E R T H A N 7 " (1 1 ) E Q R I S E R 6' - 5 " 3' - 0 " 3' - 0 " EVENT I.T. / STOR. 135 ENTRANCE LOBBY 102 JAN. 205 STAIR 206 STAIR 315 STAIR 401 PANTRY / STORAGE 319 UNISEX STAFF R.R. 210 STAFF UNISEX R.R. 131 STORAGE / JAN. 314 135 08.06 08.21 8' - 0 " 2' - 3 " 05.17 09.08 1" 32° 09.06 1 A5.2 D E 3 A5.2 150'-8" 150'-10" DECK BEARING 154'-4" DECK BEARING 154'-10" 134 EVENT I.T. / STOR. 135 STAIR 134 STAIR 206 STAIR 315 STAIR 401 8' - 0 " T.O.MASONRY DECK BEARING 155'-0 1/2" 3' - 6 " 09.25 05.10 2"4'-5"2" 07.19 09.03 09.25 05.12 09.25 11 ' - 0 " 11 ' - 0 " 11 ' - 0 " 09.25 8" 8" 3" 3" 2 9/32" 3'-11" 3'-11" 3'-11" 09.25 07.16 07.26 07.26 3' - 6 " EQ EQ 05.15 05.14 7" 09.25 05.12 05.10 3' - 6 " 05.15 05.10 08.19 07.27 07.09 07.32 07.05 07.38 07.38 A5.7 5 2 A5.2 F.F. Level 1 100'-0" F.F. Level 2 113'-5" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" 4.5 1'-0"(11) EQ TREADS @ 11"= 10'-1"1'-0" 05.15 05.14 7" 3' - 6 " 3' - 7 " 13 ' - 5 " 13 ' - 5 " 11 ' - 0 " 206 315 401 04.11 04.12 1'-0"(11) EQ TREADS @ 11"= 10'-1"1'-0" 4'-7"3" 1'-0"(11) EQ TREADS @ 11"= 10'-1"1'-0" EQEQEQEQEQ EQEQEQEQ EQEQEQEQ N O G R E A T E R T H A N 7 " (1 2 ) E Q R I S E R S 7' - 0 " NO G R E A T E R T H A N 7 " (1 2 ) E Q R I S E R S 7' - 0 " NO G R E A T E R T H A N 7 " (1 2 ) E Q R I S E R S 7' - 0 " 3' - 0 " 05.11 3' - 0 " 3' - 0 " 3' - 0 " 05.10 09.25 05.09 05.11 04.14 TO MASONRY LANDING 6'-6" TO MASONRY LANDING 4'-9" TO MASONRY LANDING 4'-9" TO MASONRY LANDING 4'-9" MASONRY LANDING 6'-6" 4'-10" TO MASONRY LANDING 4'-10" 141'-5" 05.09 09.25 3' - 0 " 3' - 0 " 150'-8" T.O.MASONRY 06.0907.52 09.06 09.04 09.04 2' - 5 " 2' - 5 " 3' - 7 " ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 4 : 0 7 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 STAIR SECTIONS (134,206,315,401) A5.2 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 04. MASONRY 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.14 PROVIDE BULLNOSED EDGE AT HEAD AND CORNERS IN SEALED HONED BLOCK. 05. METALS 05.09 STEEL PAN TREADS FILLED W/ CONC., UNDERSIDE PAINTED, SEE FINISHES SCHEDULE. 05.10 STEEL STRINGER, PAINTED. SEE STRUCTURAL DRAWINGS AND FINISH LEGEND. 05.11 STEEL HANDRAIL WALL MOUNTED. 1 1/2" O.D. PAINTED, HIGH GLOSS. 36" ABOVE FINISH FLOOR AND TREAD NOSING. SUPPORT BY MFR. STANDARD BRACKETS. PROVIDE SOLID BLOCKING IN WALLS AS REQUIRED. 05.12 STEEL HANDRAIL MOUNTED 36" ABOVE FINISH FLOOR AND TREAD NOSING. 1 1/2" O.D. PAINTED, HIGH GLOSS. SUPPORT BY MFR. STANDARD BRACKETS. 05.13 HANDRAIL RETURN TO FLOOR, CORE DRILL INTO CONCRETE W/ CAP. 05.14 PAINTED PLAIN STEEL HOT ROLLED FLAT BAR FRAME (1-1/4" x .25") ON BOTH SIDES (SANDWICHED). WELDED TO 1-1/2" TUBE STEEL. McNICHOLS QUALITY, OR APPROVED EQUAL. 05.15 1-1/2" GURADRAIL POST 42" HIGH WELDED TO STRINGER WITH INFILL PANEL, ROUND HOLE, ALUMINUM TYPE 3003-H14, .125 GAUGE, MILL FINISH, 1" HOLES ON 1-1/4" CENTERS, STAGGERED PATTERN, 58% OPEN AREA, SHEET, 48.0000" WIDTH X 120.0000" LENGTH. (MCNICHOLS QUALITY PERFORATED METAL OR APPROVED EQUAL). 05.17 CLEARANCE BARRIER UNDER STAIRS. MAX HEIGHT IS 27",SUPPORT CORE DRILL INTO CONCRETE W/ CAP. 07. THERMAL & MOISTURE PROTECTION 07.05 DASHED LINE REPRESENTS CONTINUOUS HIGH TEMP FLEXIBLE MEMBRANE PEAL-&-STICK FLASHING, CCW-705HT CARLISLE OR APPROVED EQUAL. 07.09 EDGE FLASHING, MATCH BUILDING STANDARDS. 07.16 EXTEND SINGLE PLY MEMBRANE UP WALL BEHIND FINISH MATERIAL A MINIMUM OF 24". 07.19 R-13 BATT INSULATION IN 3-5/8" METAL STUD WALL CAVITY. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED VAPOR BARRIER), SEE ELEVATIONS AND WALL SECTIONS. 07.27 PROVIDE BOTTOM DRAINAGE TRACK AT E.I.F.S. 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.38 PROVIDE CLOSED CELL SPRAY FOAM (2 LBS/PER CUBIC FT) LOW EXPAND, RUN ALL ELECTRICAL NEED PRIOR TO INSULATING. 07.52 COVER BOARD, OVER POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING. 08. OPENINGS 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 08.19 EXTERIOR 24X24 ACCESS PANEL WITH WEATHER SEAL. INSTALL AT A MINIMUM OF 18" ABOVE ROOF DECK, FIELD VERIFY SIZE WITH LOCATION. 08.21 ROOF ACCESS HATCH. 06. WOODS & PLASTICS 06.09 WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS. # DATE DESCRIPTION 1 04.19.2023 Addendum scale:1/4" = 1'-0"A5.2 1 STAIR SECTION scale:1/4" = 1'-0"A5.2 2 STAIR CROSS SECTION scale:1/4" = 1'-0"A5.2 3 STAIR SECTION NOTE: PROVIDE STAIRWAY IDENTIFICATION SIGNAGE PER. IBC 1023.9 SEE DETAIL 1/A8.3 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.04 GYP. BD. SOFFIT, PAINTED SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.08 BASE AS SCHEDULE. 09.19 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. 09.25 GYP. BD. COVERING UNDERSIDE OF STAIR. PAINTED TO MATCH STAIRS, SEE FINISH SCHEDULE. 1 987654321 22212019181716151413121110 F.F. Level 1 100'-0" F.F. Level 1100'-0" F.F. Level 2 113'-5" F.F. Level 2113'-5" 987654321 6 A5.3 03.18 05.06 F.F. Level 1 100'-0" F.F. Level 2 113'-5" FE.7 2' - 3 " 3' - 0 " 5' - 0 " 05.17 10.25 05.09 09.33 05.12 05.14 05.15 6" 2"2 1/4" 1 1/2" 4'-4 1/2" 1 1/2" 2 1/4" 2" 09.02 08.08 6 A5.3 E.7 9'-4" 4'-4"5'-2" 2' - 3 " 05.17 3' - 6 " 5' - 3 " 05.16 05.15 05.15 05.14 09.34 09.02 08.08 5 A5.3 4 A5.3 F.F. Level 1 100'-0" F.F. Level 2 113'-5" 2 2.4 1.7 EQ EQ 7'-3 1/2"6'-2 1/2" EQ EQ EQ 1'-0"EQ EQ 1'-0"(13) EQ TREADS @ 11"= 11'-11"7'-0"(8) EQ TREADS @ 11"= 7'-4"1'-0" 12'-7 1/2" 3' - 0 " 3' - 0 " 3' - 6 " 1.9 NO R I S E R G R E A T E R T H A N 7 " (9 ) E Q R I S E R S 5' - 3 " NO R I S E R G R E A T E R T H A N 7 " (1 4 ) E Q R I S E R S 8' - 2 " 05.15 05.13 05.13 3' - 0 " 05.13 09.33 05.10 05.17 9'-2"4'-2" 26.07 05.01 6 A5.3 6 A5.3 5 A5.3 5 A5.3 4 A5.3 4 A5.3 F F E.7 E.7 2.4 2.4 1.7 1.7 4' - 4 " 1.9 1.9 1'-0"(8) EQ TREADS @ 11"= 7'-4"1'-0"5'-0"1'-0"(13) EQ TREADS @ 11"= 11'-11"1'-0" 1'-0"7'-4"1'-0" 1 1 / 2 " 2 1 / 2 " 1 1 / 2 " 4' - 4 1 / 2 " 1 1 / 2 " 2 1 / 2 " 1 1 / 2 " 4' - 4 " F.V. 5'-2" 05.13 05.13 05.13 05.15 05.12 05.16 05.16 05.13 05.13 05.12 09.33 26'-3" 09.34 05.10 09.26 05.12 2" 5' - 0 " 2" 4' - 2 " 05.15 05.15 05.15 6 1 / 2 " 09.34 6 A5.3 6 A5.3 5 A5.3 5 A5.3 4 A5.3 4 A5.3 F F E.7 E.7 2.4 2.4 1.7 1.7 1.9 1.9 4'-0" 3' - 8 " 1'-0"7'-4" 05.17 4'-0" 05.17 3' - 8 " 5' - 7 " 4'-2" 09.33 05.13 1'-0" 2" 5' - 0 " 2" ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 4 : 1 9 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 GYM STAIR PLANS & SECTIONS A5.3 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION 0"1/2"1"2"4" 0'2'4'8'16'4' 1" REFERENCE NOTES: 03. CONCRETE 03.18 1 1/2" GYPCRETE OVER FLOOR DECKING. 26. ELECTRICAL 26.07 SUSPENDED LIGHT FIXTURE, SEE ELECTRICAL. 05. METALS 05.01 STEEL COLUMN, PAINTED WHERE EXPOSED. SEE STRUCTURAL DRAWINGS. 05.06 BENT PLATE, SEE STRUCTURAL DRAWINGS. 05.09 STEEL PAN TREADS FILLED W/ CONC., UNDERSIDE PAINTED, SEE FINISHES SCHEDULE. 05.10 STEEL STRINGER, PAINTED. SEE STRUCTURAL DRAWINGS AND FINISH LEGEND. 05.12 STEEL HANDRAIL MOUNTED 36" ABOVE FINISH FLOOR AND TREAD NOSING. 1 1/2" O.D. PAINTED, HIGH GLOSS. SUPPORT BY MFR. STANDARD BRACKETS. 05.13 HANDRAIL RETURN TO FLOOR, CORE DRILL INTO CONCRETE W/ CAP. 05.14 PAINTED PLAIN STEEL HOT ROLLED FLAT BAR FRAME (1-1/4" x .25") ON BOTH SIDES (SANDWICHED). WELDED TO 1-1/2" TUBE STEEL. McNICHOLS QUALITY, OR APPROVED EQUAL. 05.15 1-1/2" GURADRAIL POST 42" HIGH WELDED TO STRINGER WITH INFILL PANEL, ROUND HOLE, ALUMINUM TYPE 3003-H14, .125 GAUGE, MILL FINISH, 1" HOLES ON 1-1/4" CENTERS, STAGGERED PATTERN, 58% OPEN AREA, SHEET, 48.0000" WIDTH X 120.0000" LENGTH. (MCNICHOLS QUALITY PERFORATED METAL OR APPROVED EQUAL). 05.16 42" HIGH GURADRAIL FASCIA MOUNT 05.17 CLEARANCE BARRIER UNDER STAIRS. MAX HEIGHT IS 27",SUPPORT CORE DRILL INTO CONCRETE W/ CAP. 08. OPENINGS 08.08 INTERIOR TEMPERED BUTT GLASS SYSTEM ALUMINUM FINISH. COLOR TO MATCH EXTERIOR MULLIONS (DARK BRONZE) (FALKBUILT OR APPROVED EQUAL), WITH CLEAR ACOUSTICAL CAULK. WALLS ABOVE TO BE FULL HEIGHT AND INSULATED WHERE APPLICABLE. 10. SPECIALTIES 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. # DATE DESCRIPTION 1 04.19.2023 Addendum scale: 1/4" = 1'-0"A5.3 4 CROSS SECTION scale: 1/4" = 1'-0"A5.3 5 LANDING CROSS SECTION scale: 1/4" = 1'-0"A5.3 6 GYM STAIR SECTION scale:1/4" = 1'-0"A5.3 GG GYM ENLARGED STAIR PLAN scale:A5.3 Z 3D STAIR VISUAL REFERENCE scale:1/4" = 1'-0"A5.3 S GYM ENLARGED STAIR PLAN 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.26 FINISH FLOOR, SEE FINISH PLAN; OVER 1 1/2" GYPCRETE OVER FLOOR DECKING. 09.33 STAIR TREAD/LANDING FINISH, SEE FINISH SCHEDULE 09.34 PROVIDE LANDING TRIM AND NOSING FLOOR EDGE IN SAME MATERIAL AS STAIR TREADS. 1 1 F.F. Lev el 1 100'-0" F.F. Level 1100'-0" F.F. Lev el 2 113'-5" F.F. Level 2113'-5" F.F. LEVEL 3 126'-10" F.F. LEVEL 3126'-10" DECK BEARI NG 140'-10" DECK BEARING140'-10" UPUP 121110987654321 22 21 20 19 18 17 16 15 14 13 UPUP 22 21 20 19 18 17 16 15 14 13 45 44 43 42 41 40 39 38 37 36 353433323130292827262524 1211109876 DN 3534333231302928272625 45 44 43 42 41 40 39 38 37 36 26.09 05.10 05.15 05.12 2 B B A.2 A.2 A.3 1.8 3 A5.5 3 A5.5 2 A5.5 2 A5.5 1 A5.5 1 A5.5 3'-10"5'-3" 5'-3" 4' - 1 0 1 / 2 " 1'-0"(11) EQ TREADS @ 11"= 10'-1"4'-0" 2" (10) EQ TREADS @ 11"= 9'-2"4'-11" 2" 2" 1" 1 1 / 2 " 3' - 6 " 1 1 / 2 " 2"2"8" 2" 4' - 0 " 2" 2" 9' - 0 " 2" 05.17 2 B B A.3 A.3 1.8 3 A5.5 3 A5.5 2 A5.5 2 A5.5 1 A5.5 1 A5.5 6'-5"(11) EQ TREADS @ 11"= 10'-1"4'-0"2" STAIRS 224 SPEECH 6 226 2" 4' - 0 " 2" 8" 2" 4' - 0 " 2" (10) EQ TREADS @ 11"= 9'-2"4'-11" 26.09 224 9' - 4 " 9' - 0 " 11 3/4" 05.12 05.15 05.11 09.02 05.13 2 B B A.3 1.8 3 A5.5 3 A5.5 2 A5.5 2 A5.5 1 A5.5 1 A5.5 6'-5"(10) EQ TREADS @ 11"= 9'-2"5'-1" 05.12 05.10 05.09 05.13 05.15 5' - 0 " 09.02 2" 4' - 0 " 2"8" 2" 4' - 0 " 2" 05.11 09.22 04.11 04.11 9" 2"4'-0"2" 26.14 08.02 9' - 4 " 2" 9' - 0 " 2" 05.21 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 4 : 2 8 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 STAIR PLANS & 3D REF. (114,224,332) A5.4 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION 0"1/2"1"2"4" 0'2'4'8'16'4' 1" REFERENCE NOTES: 04. MASONRY 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 26. ELECTRICAL 26.09 WALL-MOUNTED FIXTURE, SEE ELECTRICAL. 26.14 SURFACE MOUNTED LIGHT FIXTURE, COORDINATE POWER LINES THROUGH MASONRY SEE ELECTRICAL. 05. METALS 05.09 STEEL PAN TREADS FILLED W/ CONC., UNDERSIDE PAINTED, SEE FINISHES SCHEDULE. 05.10 STEEL STRINGER, PAINTED. SEE STRUCTURAL DRAWINGS AND FINISH LEGEND. 05.11 STEEL HANDRAIL WALL MOUNTED. 1 1/2" O.D. PAINTED, HIGH GLOSS. 36" ABOVE FINISH FLOOR AND TREAD NOSING. SUPPORT BY MFR. STANDARD BRACKETS. PROVIDE SOLID BLOCKING IN WALLS AS REQUIRED. 05.12 STEEL HANDRAIL MOUNTED 36" ABOVE FINISH FLOOR AND TREAD NOSING. 1 1/2" O.D. PAINTED, HIGH GLOSS. SUPPORT BY MFR. STANDARD BRACKETS. 05.13 HANDRAIL RETURN TO FLOOR, CORE DRILL INTO CONCRETE W/ CAP. 05.15 1-1/2" GURADRAIL POST 42" HIGH WELDED TO STRINGER WITH INFILL PANEL, ROUND HOLE, ALUMINUM TYPE 3003-H14, .125 GAUGE, MILL FINISH, 1" HOLES ON 1-1/4" CENTERS, STAGGERED PATTERN, 58% OPEN AREA, SHEET, 48.0000" WIDTH X 120.0000" LENGTH. (MCNICHOLS QUALITY PERFORATED METAL OR APPROVED EQUAL). 05.17 CLEARANCE BARRIER UNDER STAIRS. MAX HEIGHT IS 27",SUPPORT CORE DRILL INTO CONCRETE W/ CAP. 05.21 METAL STUD TO ALIGN WITH FACE OF MASONRY FOR CONTINUOUS FINISH. 08. OPENINGS 08.02 FIRE-FRAMES HEAT BARRIER STOREFRONT SYSTEM WITH DOOR, (TGP OR APPROVED EQUAL) 1hr (60MIN.) ASSEMBLY MEETS ASTM E119 OR UL 263 scale:A5.4 sa 3D STAIR VISUAL REFERENCE scale:1/4" = 1'-0"A5.4 1 LEVEL 1 STAIR FLOOR PLAN scale:1/4" = 1'-0"A5.4 2 LEVEL 2 STAIR FLOOR PLAN scale: 1/4" = 1'-0"A5.4 3 LEVEL 3 STAIR FLOOR PLAN # DATE DESCRIPTION NOTE: SEE NEXT PAGE FOR STAIR SECTION PROVIDE STAIRWAY IDENTIFICATION SIGNAGE PER. IBC 1023.9 SEE DETAIL 1/A8.3 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.22 PAINTED 5/8" GYP. BD. ADHERED TO WALL. SEE FINISH SCHEDULE. 36 37 38 39 40 41 42 43 44 45 13 14 15 16 17 18 19 20 21 22 B A.3 3 A5.5 2 A5.5 05.10 09.03 09.25 09.25 05.10 2"4'-0" 2" 3" 3'-6" 05.17 2' - 3 " 05.09 8" 05.15 05.12 05.11 05.11 05.15 05.14 3' - 6 " 05.09 09.25 05.10 1' - 0 " 05.15 04.11 09.03 DECK BEARING 140'-3 1/2" 10 ' - 1 " 05.10 04.11 4'-0"2"5'-0" 06.02 F.F. Level 1 100'-0" F.F. Level 2 113'-5" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" 1.8 1 A5.5 09.02 05.15 05.143' - 6 " 6'-5" 04.11 1'-0" 1'-11"4'-1 1/2"4'-1 1/2"1'-11" 1'-0" 05.13 09.25 05.09 05.10 05.11 1'-11"4'-1 1/2"4'-1 1/2"1'-11" 10 ' - 1 " 2"4'-0"(11) EQ TREADS @ 11"= 10'-1"6'-5" 1'-0" 1'-0" 2' - 5 " 11 ' - 0 " 2' - 5 " 11 ' - 0 " STAIR 114 STAIRS 224 STAIR 332 114A 04.11 04.09 04.07 04.11 04.12 09.02 09.02 05.1305.11 09.03 05.07 09.25 NO R I S E R G R E A T E R T H A N 7 " (1 2 ) E Q R I S E R S 7' - 0 " 2" 4'-0"(11) EQ TREADS @ 11"= 10'-1" NO R I S E R G R E A T E R T H A N 7 " (1 2 ) E Q R I S E R S 7' - 0 " 05.10 6' - 5 " 6' - 5 " 04.11 08.01 03.02F.F. Level 1 100'-0" F.F. Level 2 113'-5" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" 1.81 A5.5 1 A5.5 11 ( E Q ) R I S E R S @ 7 " = 6' - 5 " EQEQ 1'-0"(10) EQ TREADS @ 11"= 9'-2"1'-0"4'-1" 8' - 0 " 8' - 0 " 11 ( E Q ) R I S E R S @ 7 " = 6' - 5 " 2' - 3 " 05.17 09.25 26.04 STAIR 114 STAIRS 224 STAIR 332 332 224 114B 05.11 05.10 04.11 08.02 04.09 04.07 07.31 07.21 04.11 09.25 6'-5" 11 ' - 0 " 2' - 5 " 11 ' - 0 " 2' - 5 " 10 ' - 1 " 5'-3" 6'-5"(10) EQ TREADS @ 11"= 9'-2"5'-1" EQEQ 1'-0" 1'-0" 09.06 7' - 0 " 3' - 0 " 3' - 0 " HE A D C L E A R A N C E 6' - 8 " ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 4 : 3 9 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 STAIR SECTIONS (114,224,332) A5.5 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 03. CONCRETE 03.02 CONCRETE SLAB ON GRADE OVER GRANULAR FILL OVER 15 MIL. VAPOR BARRIER, SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR EXPANSION AND CONTROL JOINTS. 04. MASONRY 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.09 12" MASONRY BELOW 8" MASONRY, SEE STRUCTURAL DRAWINGS. SEE WALL SECTIONS. 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 26. ELECTRICAL 26.04 6" RECESSED CAN LIGHT, SEE ELECTRICAL. 05. METALS 05.07 METAL STUD FRAMING, SEE WALL LEGEND. VERIFY WITH STRUCTURAL DRAWINGS. 05.09 STEEL PAN TREADS FILLED W/ CONC., UNDERSIDE PAINTED, SEE FINISHES SCHEDULE. 05.10 STEEL STRINGER, PAINTED. SEE STRUCTURAL DRAWINGS AND FINISH LEGEND. 05.11 STEEL HANDRAIL WALL MOUNTED. 1 1/2" O.D. PAINTED, HIGH GLOSS. 36" ABOVE FINISH FLOOR AND TREAD NOSING. SUPPORT BY MFR. STANDARD BRACKETS. PROVIDE SOLID BLOCKING IN WALLS AS REQUIRED. 05.12 STEEL HANDRAIL MOUNTED 36" ABOVE FINISH FLOOR AND TREAD NOSING. 1 1/2" O.D. PAINTED, HIGH GLOSS. SUPPORT BY MFR. STANDARD BRACKETS. 05.13 HANDRAIL RETURN TO FLOOR, CORE DRILL INTO CONCRETE W/ CAP. 05.14 PAINTED PLAIN STEEL HOT ROLLED FLAT BAR FRAME (1-1/4" x .25") ON BOTH SIDES (SANDWICHED). WELDED TO 1-1/2" TUBE STEEL. McNICHOLS QUALITY, OR APPROVED EQUAL. 05.15 1-1/2" GURADRAIL POST 42" HIGH WELDED TO STRINGER WITH INFILL PANEL, ROUND HOLE, ALUMINUM TYPE 3003-H14, .125 GAUGE, MILL FINISH, 1" HOLES ON 1-1/4" CENTERS, STAGGERED PATTERN, 58% OPEN AREA, SHEET, 48.0000" WIDTH X 120.0000" LENGTH. (MCNICHOLS QUALITY PERFORATED METAL OR APPROVED EQUAL). 05.17 CLEARANCE BARRIER UNDER STAIRS. MAX HEIGHT IS 27",SUPPORT CORE DRILL INTO CONCRETE W/ CAP. 07. THERMAL & MOISTURE PROTECTION 07.21 2.6" HUNTER Xci PLY 5/8", (HUNTER BOARD OR APPROVED EQUAL). (R-12) MECHANICALLY FASTEND TO MASONRY PER MFR. REQUIREMENTS. 07.31 METAL SIDING, (MBCI OR APPROVED EQUAL): HORIZONTAL REVERSE ROLLED 7.2 RIBBED WALL PANEL EXPOSED FASTENER, OVER HIGH TEMP. VAPOR BARRIER; SEE ELEVATION FOR COLOR. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.02 FIRE-FRAMES HEAT BARRIER STOREFRONT SYSTEM WITH DOOR, (TGP OR APPROVED EQUAL) 1hr (60MIN.) ASSEMBLY MEETS ASTM E119 OR UL 263 06. WOODS & PLASTICS 06.02 BLOCKING AS REQ'D. NOTE: PROVIDE STAIRWAY IDENTIFICATION SIGNAGE PER. IBC 1023.9 SEE DETAIL 1/A8.3 # DATE DESCRIPTION scale: 1/4" = 1'-0"A5.5 1 STAIR CROSS SECTION scale: 1/4" = 1'-0"A5.5 2 STAIR SECTION scale: 1/4" = 1'-0"A5.5 3 STAIR SECTION 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.25 GYP. BD. COVERING UNDERSIDE OF STAIR. PAINTED TO MATCH STAIRS, SEE FINISH SCHEDULE. NO N -GF C I FO R PU M P DU P L E X GF C I 6 6 C C 05.27 8" R. O . 6' - 0 " 2' - 0 " 14.07 14.10 03.15 14.01 14.09 CLEAR 6'-8" CL E A R 8' - 8 " 3' - 1 0 " 2' - 0 " 2' - 1 0 " 4"2'-0"4'-4" 2 A5.6 2 A5.6 26.23 22.05 14.09 FR O M G R I D CM U O F F S E T 3 1 / 2 " F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" F.F. LEVEL 3 126'-10" 6 2' - 0 " 4" 2'-0" 4" PI T 1' - 8 " R. O . 8' - 8 " 4' - 8 " R. O . 8' - 8 " 4' - 8 " R. O . 8' - 8 " 14.07 14.13 14.02 14.07 14.13 14.12 14.12 14.09 14.08 14.13 05.27 26.23 22.05 FOR GRATING CONCRETE LIP 1" LIP GR A T E D E P T H 2" FOR GRATING CONCRETE LIP 1" 2" 03.09 14.07 14.06 14.06 DECK BEARING 142'-8"DECK BEARING 142'-4" 14.05 07.01 07.03 14.08 14.08 26.23 B. O . H O I S T B E A M 13 ' - 2 " 26.23 14.04 14.12 14.10 14.10 14.10 05.08 05.26 04.07 04.12 15 " M I N . 48 " M A X . NOTES: ELEVATOR CAR CONTROLS SHALL BE FULLY COMPLIANT WITH ANSI A117.1 3/4" MIN. DIAMETER ELEVATOR BUTTONS. BUTTONS SHALL BE ARRANGED IN ASCENDING ORDER. EMERGENCY CONTROL BUTTONS SHALL HAVE THEIR CENTERLINES 35" MIN. A.F.F. EMERGENCY CONTROLS, INCLUDING THE EMERGENCY ALARM, SHALL BE GROUPED AT THE BOTTOM OF THE PANEL. CONTROL BUTTONS SHALL BE IDENTIFIED BY RAISED CHARACTERS AND BRAILLE. RAISED CHARACTERS AND BRAILLE DESIGNATIONS SHALL BE PLACED IMMEDIATELY LEFT OF THE CONTROL BUTTON. AUDIBLE AND VISIBLE CAR POSITION INDICATORS SHALL BE PROVIDED IN ELEVATOR CARS. 1/2" MIN. HEIGHT PLACED ABOVE THE DOOR AND SHALL ILLUMINATE AT EACH FLOOR SERVED. AUDIBLE INDICATOR SHALL BE AN AUTOMATIC VERBAL ANNUNCIATOR THAT ANNOUNCES THE FLOOR AT WHICH THE CAR IS ABOUT TO STOP. THE VERBAL ANNUNCIATOR SHALL BE AT 10 dBA MIN. ABOVE THE AMBIENT, BUT NOT EXCEED 80 dBA MEASURED AT THE ANNUNCIATOR CALL BUTTONS NEED TO HAVE KEY-CARD ACCESS PER FLOOR. ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 4 : 4 7 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 ELEVATOR PLANS, SECTIONS & DETAILS A5.6 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 03. CONCRETE 03.09 DAMP PROOFING ON OUTSIDE FACE OF FOUNDATION WALLS TYPICAL, SEE SPECS. 03.15 CONTRACTOR SHALL PROVIDE A SUMP PIT 2'-0" x 2'-0" x 1'-8". PROVIDE 1" TALL 2'-2" x 2'-2" GALV. STEEL GRATE COVER TO HOLD 300 lbs. SUMP PITS INCLUDING PUMPS AND PIPES MUST BE LOCATED AT A MINIMUM OF 12" FROM RAIL FOOTPRINT, VERIFY LOCATION WITH ELEVATOR EQUIPMENT MANUFACTURER, SEE STRUCTURAL DRAWINGS. 04. MASONRY 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 26. ELECTRICAL 26.23 PIT LIGHTS 4" X 36" LINEAR LIGHT FIXTURE 10FC (SEALED / WATER TIGHT) ("LT") & GFCI BY OTHERS. LOCATE ON REAR WALL NO LESS THAN 32" [813] BELOW BOTTOM LANDING. LIGHT SWITCH TO BE LOCATED 60" ABOVE FINISH FLOOR BY PIT LADDER AND 16" FROM FRONT DOOR. SWITCH TO CONNECT TO TOP FLOOR LIGHTS AND SWITCH. 05. METALS 05.08 METAL DECKING, SEE STRUCTURAL DRAWINGS 05.26 HOIST BEAM, WITH 3" HIGH LETTERING IN COLD GALV. PAINT LABELING 7500 LBS CAPACITY. SEE STRUCTURAL AND ELEVATOR MANUFACTURE REQUIREMENTS. 05.27 G.C. TO PROVIDE STEEL LADDER 8'-0" LONG, TOP OF LADDER 4'-0" ABOVE FINISH FLOOR, BOTTOM OF LADDER INTO THE ELEVATOR PIT. PIT LADDER PAINTED BY GENERAL CONTRACTOR. COORDINATE WITH ELEVATOR MANUFACTURER. 07. THERMAL & MOISTURE PROTECTION 07.01 WHITE 60 MIL. SINGLE PLY MEMBRANE (SEE SPECS) OVER 6" POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING (SEE STRUCTURAL DRAWINGS). WITH A MINIMUM FIFTEEN (15) YEAR MANUFACTURERâ€™S WARRANTY, MECHANICALLY FASTENED. MINIMUM SLOPE OF 1/4" PER FOOT, SEE SPECS. 07.03 HATCH INDICATES TAPERED INSULATION BOARD AS REQUIRED TO DIRECT WATER TO ROOF DRAINS. INSULATION SLOPE TO BE 1/4" PER FOOT. 22. PLUMBING 22.05 SUMP PUMP DISCHARGE PIPING. PROVIDE GATE VALVE VERIFY LOCATION IN FIELD. PROVIDE SET-ON LABEL OR APPROVED EQUAL TO READ "NON-POTABLE WATER. ELEVATOR SUMP PUMP DISCHARGE". DISCHARGE PIPE TO HAVE A CHECK VALVE, AND SAMPLE PORT. ALL INSTALLATIONS AND ASSOCIATED PIPING TO CONFORM TO LOCAL LICENSING AND REGULATION PER CURRENT CODE. # DATE DESCRIPTION 1 04.19.2023 Addendum scale: 1/4" = 1'-0"A5.6 1 ENLARGED ELEVATOR PLAN scale: 1/4" = 1'-0"A5.6 2 ELEVATOR CROSS SECTION 14. CONVEYING EQUIPMENT 14.01 ELEVATOR, 3100 MRL 3000 lb. FRONT LEFT OPENING, WITH KEY CARD ACCESS. (SCHINDLER OR APPROVED EQUAL). 14.02 ELEVATOR EQUIPMENT PER MANUFACTURE. PROVIDE TW O-WAY EMERGANCY COMMUNITATION AS PER IBC 3001.2. COORDINATE WITH MANUFACTURE ON EXACT LOCATION, (SCHINDLER OR APPROVED EQUAL). 14.04 DASHED LINE REPRESENTS RUFF OPENING COORDINATE WITH MANUFACTURE ON EXACT LOCATION (SCHINDLER OR APPROVED EQUAL). 14.05 ELEVATOR "DOG HOUSE' WRAPPED IN ROOF MEMBRANE, SEE ENLARGED PLANS. 14.06 STAINLESS STEEL SIGN TO SAY, "IN CASE OF FIRE, ELEVATORS ARE OUT OF SERVICE, USE STAIRS." 14.07 STAINLESS STEEL DOOR JAMB AND HEAD FOR ELEVATOR DOOR, COORDINATE DOOR JAMB REQUIREMENTS FOR 3100 MRL SYSTEM CONTROL PANEL WITH ELEVATOR MANUFACTURER. (SCHINDLER OR APPROVED EQUAL) 14.08 ELEVATOR THRESHOLD BY ELEVATOR MANUFACTURER. (SCHINDLER OR APPROVED EQUAL). G.C. TO PROVIDE EMBED FOR ATTACHMENT PER MFR. 14.09 G.C. TO COORDINATE ALL SUPPORTS AND EMBEDS FOR JACK, GUIDE RAIL BRACKETS & BUFFERS WITH ELEVATOR MANUFACTURER, (SCHINDLER OR APPROVED EQUAL). 14.10 PROVIDE TEMPORARY GUARD RAILS AROUND OPENING. 14.12 STAINLESS STEEL ELEVATOR CALL BUTTON WITH KEY-CARD ACCESS. VERIFY REQUIREMENTS WITH ELEVATOR MANUFACTURER. 14.13 ELEVATOR LEVEL INDICATOR LANTERN. scale: 3/4" = 1'-0"A5.6 3 ELEVATOR CAR CONTROL 1 CUSTOM CRL 20GA SS SM CLADDING, BRUSHED STAINLESS FINISH TO MATCH BUILDING STANDARD PAVER OVER EDGE PEDISTAL (DAL TILE OR APPROVED EQ.) BLACK ROOFING MEMBRANE UNDER PAVERS BATT INSULATION (R-38 MIN.) UNDER AREA OF PATIO, FOIL FACED AND SECURED WITH 'STICK CLIPS'. HEAVY GAUGE FLASHING SET IN FULL BEAD SEALANT COLOR TO MATCH FLASHING HEAVY GAUGE FLASHING, SEE ELEVATION. SOFFIT RIGID INSULATION TAPPERED FOR DRAINING DECKING, SEE STRUCTURAL DRAWING LVL , SEE STRUCTURAL DRAWING COVER BOARD DRAINING CONTINUE FLASHING MATCH BASE FINISH FLOOR 5-1/2" BLOCKING, SEE STRUCTURAL DRAWINGS. LIGHT, SEE ELECTRICAL AND RCP. 5" 6" 5" 3" 1" (1-1/2") MIN. (4 2 " M I N ) (3 6 " M I N ) 1" 3 1 / 2 " 1" 2" 1/ 2 " B L O C K I N G 9" BLOCKING AND STEEL SUPPORT, REF: STR. 1' - 6 " 3/ 4 " 7 1 / 4 " CUSTOM CRL 20GA SS SM CLADDING, BRUSHED STAINLESS FINISH TO MATCH BUILDING STANDARD PAVER OVER EDGE PEDISTAL (DAL TILE OR APPROVED EQ.) BLACK ROOFING MEMBRANE UNDER PAVERS 10" BATT INSULATION (R-38 MIN.) UNDER AREA OF PATIO, FOIL FACED AND SECURED WITH 'STICK CLIPS'. 3" 5" 6" 5" 1' - 6 " FINISH FLOOR 9" 1"1/ 2 " B L O C K I N G 3 1 / 2 " (R-19) BATT INSULATION INSIDE STUD CAVITY FLUID APPLIED AIR AND MOISTURE BARRIER OVER SHEATHING. HEAVY GAUGE FLASHING SET IN FULL BEAD SEALANT COLOR TO MATCH FLASHING HEAVY GAUGE FLASHING, SEE ELEVATION. EIFS, SEE ELEVATIONS SOFFIT RIGID INSULATION TAPPERED FOR DRAINING DECKING, SEE STRUCTURAL DRAWING LVL , SEE STRUCTURAL DRAWING COVER BOARD DRAINING CONTINUE FLASHING MATCH BASE 5 1/2" 5" (1-1/2") MIN. (4 2 " M I N ) (3 6 " M I N ) 1" 1" 2" STEEL TREAD, CONCRET FILLED. SEE FINISH SCHEDULE. PAINTED, STEEL TUBE STRINGER, SEE STRUCTURAL (3 ' - 6 " ) (3 ' - 0 " ) 1-1/2" DIA. PIPE GUARDRAIL 1 1/2" DIA. PIPE GUARDRAIL CONC. TOPPING TREAD, SEE STRUCTURAL NOTE: ALL PAINTED STEEL TO BE SPRAY APPLIED NO ROLL ON APPLICATION PAINTED PLAIN STEEL HOT ROLLED FLAT BAR FRAME (1-1/4" x .25") ON BOTH SIDES (SANDWICHED). WELDED TO 1-1/2" TUBE STEEL. McNICHOLS QUALITY, OR APPROVED EQUAL. INFILL PANEL, ROUND HOLE, ALUMINUM TYPE 3003- H14, .125 GAUGE, MILL FINISH, 1" HOLES ON 1-1/4" CENTERS, STAGGERED PATTERN, 58% OPEN AREA, SHEET, 48.0000" WIDTH X 120.0000" LENGTH. (MCNICHOLS QUALITY PERFORATED METAL OR APPROVED EQUAL). 1-1/2" MIN. CAULK AND PAINTED, SEE FIN.SCHEDULED CEILING, REF: RCP PAINTED, 5/8" (TYPE. X) GYP. BD. STUD FRAMING REF: WALL LEGEND STEEL STRINGER PAINTED. SEE FINISH SCHEDULE STEEL STRINGER PAINTED. SEE FINISH SCHEDULE RUBBER SEE FINISH SCHEDULE STEEL PAN FILLED WITH CONCRETE TREAD. PAINTED, SEE FINISH SCHEDULE CONCRETE SLAB, SEE STRUCTURAL0' - 7 " NO G R E A T E R T H A N 7" M A X . 4" M I N . ANGLED RISER BEVELED NOSING CURVED NOSING 1 1/2" MAX. TYPICAL 11" MIN. 1 1/2" MAX. SPECIFIED) 1" (UNLESS OTHERWISE TYP. 11" MIN. 1/2 " M A X . ( T Y P .) M A X . 3 0 DE G . PAINTED STEEL HANDRAIL, RETURN TO WALL, RADIUS OUTSIDE CORNERS PROVIDE BLOCKING IN WALL AS REQUIRED FR O M E D G E O F T R E A D , T Y P . 1' - 0 " 1-1/2" MIN. PAINTED, TYPE (X) 5/8" GYP. BD. OVER WALL FRAMING CONT. SEALANT STEEL TUBE STRINGER REF. STRUCTURAL CONC. TOPPING LANDING REF. STRUCTURAL STEEL ANGLE REF. STRUCTURAL CONT. SEALANT ST R . RE F : 1" WA L L F R A M I N G PAINTED, STEEL TUBE STRINGER, SEE STRUCTURAL STEEL ANGLE, SEE STRUCTURAL (3 ' - 6 " ) (3 ' - 0 " ) 1-1/2" DIA. PIPE GUARDRAIL 1 1/2" DIA. PIPE GUARDRAIL 1-1/2" DIA. POST FULLY WELDED TO STRINGER, GRIND SMOOTH, PRIMED AND PAINTED CONC. TOPPING TREAD, SEE STRUCTURAL 1 1/2" DIA. PIPE HANDRAIL NOTE: ALL PAINTED STEEL TO BE SPRAY APPLIED NO ROLL ON APPLICATION PAINTED PLAIN STEEL HOT ROLLED FLAT BAR FRAME (1-1/4" x .25") ON BOTH SIDES (SANDWICHED). WELDED TO 1-1/2" TUBE STEEL. McNICHOLS QUALITY, OR APPROVED EQUAL. INFILL PANEL, ROUND HOLE, ALUMINUM TYPE 3003- H14, .125 GAUGE, MILL FINISH, 1" HOLES ON 1-1/4" CENTERS, STAGGERED PATTERN, 58% OPEN AREA, SHEET, 48.0000" WIDTH X 120.0000" LENGTH. (MCNICHOLS QUALITY PERFORATED METAL OR APPROVED EQUAL). PAINTED, STEEL TUBE STRINGER, SEE STRUCTURAL 1-1/2" DIA. PIPE GUARDRAIL FULLY WELDED TO STRINGER, GRIND SMOOTH, PRIMED AND PAINTED CONC. TOPPING TREAD, SEE STRUCTURAL 1 1/2" DIA. PIPE HANDRAIL NOTE: ALL PAINTED STEEL TO BE SPRAY APPLIED NO ROLL ON APPLICATION 3' - 6 " FLOOR AS SCHEDULED STEEL ANGLE, SEE STRUCT. STEEL BEAM, SEE STRUCT. 1 1 / 4 " STEEL ANGLE SUPPORT, SEE STRUCT. 1-1/2" GURADRAIL POST 42" HIGH WELDED TO STRINGER, INFILL PANEL, ROUND HOLE, ALUMINUM TYPE 3003-H14, .125 GAUGE, MILL FINISH, 1" HOLES ON 1-1/4" CENTERS, STAGGERED PATTERN, 58% OPEN AREA, SHEET, 48.0000" WIDTH X 120.0000" LENGTH. (MCNICHOLS QUALITY PERFORATED METAL OR APPROVED EQUAL). 1 1/4" 1 1/2" 1 1/4" TYP. 1'-0" 3' - 0 " 3' - 0 " 1 1 / 2 " 1 1 / 4 " 2' - 9 " 1 1 / 4 " 1 1 / 2 " 3 1 / 2 " 1" ST R . RE F : RE F : S T R . R 3"R 3" VERIFY FIELD THAN 6'-0" NO GREATER PAINTED PLAIN STEEL HOT ROLLED FLAT BAR FRAME (1-1/4" x .25") ON BOTH SIDES (SANDWICHED). WELDED TO 1-1/2" TUBE STEEL. McNICHOLS QUALITY, OR APPROVED EQUAL. ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 4 : 5 0 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 STAIR & RAILING DETAILS A5.7 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.19.2023 Addendum scale:1 1/2" = 1'-0"A5.7 2 GLASS GUARDRAIL @ OVERHANG DETAIL scale: 1 1/2" = 1'-0"A5.7 1 GLASS GUARDRAIL @ SIDE DETAIL scale: 3" = 1'-0"A5.7 5 GUARDRAIL W/ STUD FURRING UNDER scale: 3" = 1'-0"A5.7 6 14-Stair Tread @ Floor w/ Rubber scale:1 1/2" = 1'-0"A5.7 4 TREAD NOSING TYP. scale: 3" = 1'-0"A5.7 11 HANDRAIL RETURN (TYP.) scale: 1 1/2" = 1'-0"A5.7 7 STRINGER @ WALL DTL. scale: 1 1/2" = 1'-0"A5.7 3 STRINGER / RAILING SECTION scale: 1 1/2" = 1'-0"A5.7 8 STRINGER / RAILING SECTION 1 1 NO N -GF C I FO R PU M P DU P L E X GF C I A6.1 7 A6.1 10 9 8 11 A6.114 A6.1 23 15 A6.112 13 6 5 4 3' - 3 " 4' - 0 " 3'-2"3'-2" 4' - 9 " 2' - 6 " 5'-1 1/2" 5'-2"3'-2"3'-2" 10.05 10.05 22.11 10.06 4' - 6 " 4' - 6 " 5'-1 1/2" 4' - 0 " 5' - 0 " 5'-0" 10.05 10.05 10.20 10.20 10.03 22.14 22.14 22.15 10.19 10.19 22.01 22.01 11'-6 1/2" 11'-6 1/2" WOMENS 133 MENS 132 133 132 10.14 10.14 1'-3 1/2"2'-4"1'-6" 1'-3 1/2"2'-4"1'-8" 10.08 10.07 10.09 12.02 F11 C2 - W1 / W7 W1-W7 W1 / W 7 W1 -W7 F11 C2 - W1 / W7 W1-W7 W1 / W 7 W1 -W7 7' - 4 " 2' - 1 0 " 3' - 4 " 09.14 10.05 26.09 10.04 12.05 132 09.13 09.03 09.16 12.06 10.06 6" 4' - 0 " 2' - 1 0 " 7' - 4 " 26.09 10.06 09.14 09.13 10.19 10.05 10.04 09.03 6" 4' - 0 " 09.12 A6.8 10 SIM. 1' - 5 " 6" 4' - 0 " 7' - 4 " 26.09 22.15 09.14 09.03 10.05 132 3' - 6 " 4' - 0 " 6" 10.05 10.19 09.03 10.20 09.14 09.13 09.12 09.16 10.02 10.03 22.14 6" 4' - 0 " 26.0909.03 09.13 10.01 7' - 4 " 10.07 09.14 7' - 4 " 6" 4' - 0 " 10.08 10.01 10.02 22.14 10.19 26.09 22.15 12.06 12.02 12.05 10.04 26.09 10.06 3' - 0 " 3' - 4 " EQ EQ 10.05 4' - 0 " 6" 7' - 4 " 10.19 10.08 09.14 10.01 10.02 26.09 10.04 12.05 12.0622.12 10.0510.06133 10.25 22.14 10.07 10.09 10.03 10.02 09.14 10.20 4' - 6 " 3' - 6 " 26.09 09.03 7' - 4 " 22.14 10.01 10.05 10.19 09.14 09.03 09.12 09.13 W7 W86" 4' - 0 " 6" 4' - 0 " 7' - 4 " 09.16 09.03 10.05 26.09 10.19 09.1210.05 26.09 7' - 4 " 2' - 1 0 " 10.06 12.02 09.14 09.03 10.25 6" 4' - 0 " 26.09 12.05 12.02 22.12 12.06 10.05 4' - 0 " 6" 09.03 10.25 09.14 09.13 6" 4' - 0 " 09.14 09.03 09.16 09.12 09.13 A6.117 18 19 20 22.01 22.11 10.05 22.14 10.06 12.04 10.01 10.03 10.02 09.18 STAFF UNISEX R.R. 131 131 10.20 1' - 6 " 3' - 6 " 4' - 0 " 10.14 3' - 6 " 6" 4' - 0 " 10.20 09.03 131 12.04 8' - 5 " (4) EQ DOOR 6'-0" 12.04 22.12 09.13 09.14 22.14 10.09 10.02 10.03 10.06 09.12 10.04 26.09 3' - 0 " 2'-0" 4' - 0 " 6" 09.13 10.05 10.08 10.01 22.14 10.09 10.02 09.14 09.16 09.12 A6.1 24 23 22 25 22.01 10.06 10.05 10.20 10.01 22.14 10.03 22.11 09.18 UNISEX R.R. 123 123 10.14 6" 4' - 0 " 123 09.14 09.03 09.13 09.16 09.12 22.14 10.09 10.07 10.03 10.02 09.13 09.03 09.12 09.16 09.14 6" 4' - 0 " W8 W7 2' - 1 0 " 7' - 4 " 3' - 0 " 3' - 4 " 10.07 10.09 10.03 10.01 22.14 10.08 09.12 10.04 26.09 22.12 09.13 09.14 10.06 10.05 09.03 W7 W86" 22.12 10.06 09.12 09.03 26.09 10.05 10.20 09.14 09.13 A6.1 2927 28 30 22.11 22.01 12.02 10.12 22.01 10.10 10.11 10.13 22.14 10.01 6' - 0 " 3'-2" 3'-0"1'-6" UNISEX R.R. W/ SHOWER 117117 10.14 3' - 0 " 09.18 A6.1 32 A6.131 1' - 6 " 1' - 6 " 1' - 6 " 2' - 1 0 " 6" 4' - 0 " 117 1'-6" 2'-0" 11.15 22.11 09.14 09.13 10.06 09.03 12.02 12.04 6" 09.08 W7 W8 26.09 10.02 10.03 10.01 10.09 10.07 10.05 10.06 10.04 22.12 22.14 09.14 09.03 7' - 4 " 3' - 4 " 2' - 1 0 " 09.13 09.14 10.10 10.12 10.07 10.08 22.14 10.01 09.12 09.03 09.16 W9 W7 W8 10.10 10.13 10.16 4' - 0 " 10" 6" 5' - 0 " 1'-5"1'-9" 2' - 1 0 " 1' - 6 " 4' - 1 " 1" 11.15 1'-6"1'-8" 10.12 09.12 09.13 W7 W8 12.08 10.11 09.03 10.13 A8.3 1 09.16W9 09.082' - 1 0 " 1' - 6 " 4' - 1 " 1" ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 5 : 2 4 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 LEVEL 1 R.R. INTERIORS -PLANS & ELEVATIONS A6.1 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: # DATE DESCRIPTION 1 04.19.2023 Addendum 0"1/2"1"2"4" 0'2'4'8'16'4' 1" scale: 1/4" = 1'-0"A6.1 1 TYP. ENLARGED R.R. PLAN scale: 1/4" = 1'-0"A6.1 2 (M)-R.R. ELEV. EAST scale: 1/4" = 1'-0"A6.1 3 (M)-R.R. ELEV. WEST scale: 1/4" = 1'-0"A6.1 4 (M)-R.R. ELEV. EAST scale: 1/4" = 1'-0"A6.1 5 (M)-R.R. ELEV. SOUTH scale: 1/4" = 1'-0"A6.1 6 (M)-R.R. ELEV. WEST scale: 1/4" = 1'-0"A6.1 7 (M)-R.R. ELEV. NORTH scale: 1/4" = 1'-0"A6.1 8 (W)-R.R. ELEV. SOUTH scale: 1/4" = 1'-0"A6.1 9 (W)-R.R. ELEV. WEST scale: 1/4" = 1'-0"A6.1 10 (W)-R.R. ELEV. NORTH scale: 1/4" = 1'-0"A6.1 11 (W)-R.R. ELEV. EAST scale: 1/4" = 1'-0"A6.1 12 (W)-R.R. ELEV. WEST scale: 1/4" = 1'-0"A6.1 13 (W)-R.R. ELEV. EAST scale: 1/4" = 1'-0"A6.1 14 (W)-R.R. ELEV. WEST scale: 1/4" = 1'-0"A6.1 15 (W)-R.R. ELEV. EAST scale:1/4" = 1'-0"A6.1 16 131 ENLARGED R.R. PLAN scale:1/4" = 1'-0"A6.1 17 R.R. 131 ELEV. WEST scale:1/4" = 1'-0"A6.1 18 R.R. 131 ELEV. NORTH scale:1/4" = 1'-0"A6.1 19 R.R. 131 ELEV. EAST scale:1/4" = 1'-0"A6.1 20 R.R. 131 ELEV. SOUTH scale:1/4" = 1'-0"A6.1 21 RM. 123 ENLARGED R.R. PLAN scale:1/4" = 1'-0"A6.1 22 R.R. 123 ELEV. WEST scale:1/4" = 1'-0"A6.1 23 R.R. 123 ELEV. NORTH scale:1/4" = 1'-0"A6.1 24 R.R. 123 ELEV. EAST scale:1/4" = 1'-0"A6.1 25 R.R. 123 ELEV. SOUTH scale:1/4" = 1'-0"A6.1 26 117 ENLARGED R.R. PLAN scale:1/4" = 1'-0"A6.1 27 R.R. 117 ELEV. WEST scale:1/4" = 1'-0"A6.1 28 R.R. 117 ELEV. NORTH scale:1/4" = 1'-0"A6.1 29 R.R. 117 ELEV. EAST scale:1/4" = 1'-0"A6.1 30 R.R. 117 ELEV. SOUTH scale:1/4" = 1'-0"A6.1 31 R.R. 117 ELEV. EAST scale:1/4" = 1'-0"A6.1 32 R.R. 117 ELEV. WEST 09. FINISHES 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.08 BASE AS SCHEDULE. 09.12 ACCENT TILE, SEE FINISH PLAN. 09.13 PROVIDE SCHLUTER (QUADEC IN BRUSHED STAINLESS) TRIM AS CAP TO WAINSCOT AND FOR OUTSIDE CORNERS, TYP. 09.14 PROVIDE SCHLUTER TRIM (DILEX-AHK IN AE SATIN ANODIZED) FOR SANITARY COVE, TYP. 09.16 WALL TILE, COLOR AND SIZE TO MATCH BUILDING RESTROOM STANDARDS. 09.18 PORCELAIN FLOOR TILE - DALTILE, DIGNITARY 12X24 IN COLOR: TBD (CUT TO SLOPE TO DRAIN AS NEEDED) 1/3rd STAGGERED BOND PATTERN. GROUT JOINTS IN FLOOR SHALL ALIGN WITH THOSE IN WALL. 10. SPECIALTIES 10.01 36" LONG STAINLESS-STEEL GRAB BAR @ REAR OF TOILET. BRADLEY PART NO. 8170-00136. 10.02 18" LONG VERTICAL STAINLESS-STEEL GRAB BAR ABOVE 42" SIDE GRAB BAR. BOTTOM OF VERTICAL GRAB BAR TO BE INSTALLED @ 39" A.F.F. SEE RESTROOM ELEVATION 10.03 42" LONG STAINLESS-STEEL GRAB BAR @ SIDE OF TOILET. BRADLEY PART NO. 8170-00142. 10.04 MIRROR, FRAMELESS MIRROR SHALL BE RECESSED TO BE FLUSH WITH WALL TILE. MIRRORS LOCATED ABOVE LAVATORIES, SINKS OR COUNTERS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FLOOR. ANSI 603.3. 10.05 TOUCHLESS PAPER TOWEL DISPENSER/WASTE RECEPTACLE, MODEL B-3974 AND POWER SUPPLY AC ADAPTER PART NO. 3974-57 (BOBRICK OR APPROVED EQUAL) PROVIDED AND INSTALL BY CONTRCTOR VERIFY WITH OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE POWER REQUIREMENTS AND EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.06 TOUCHLESS SOAP DISPENSER. PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.07 DUAL ROLL TISSUE DISPENSER. (BRADLEY MODEL 5224 OR APPROVED EQUAL) PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.08 SEAT PROTECTOR DISPENSER, PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.09 PROVIDE WALL MOUNTED SANITARY WASTE DISPOSAL AT EACH STALL. 10.10 CURTAIN AND ROD. PROVIDED AND INSTALL BY CONTRACTOR VERIFY WITH OWNER. 10.11 INSTALL ADA COMPLIANT STAINLESS-STEEL GRAB BARS IN THE SHOWER. PROVIDE BRACING/BLOCKING IN WALL PER MANUFACTURERS RECOMMENDATION. 10.12 INSTALL WALL HUNG FOLDABLE BENCH, (BOBRICK B-5181 OR APPROVED EQUAL). MEETS ADA REQUIREMENTS, INSTALL SUPPORT BRACING/BLOCKING IN WALL PER MANUFACTURERS RECOMMENDATION. 10.13 HAND SHOWER WITH CONTROL W/ A NON-POSITIVE SHUT-OFF FEATURE. HOSE TO BE 59" MINIMUM IN LENGTH AND MOUNTED ON A VERTICAL BAR INSTALLED SO AS TO NOT OBSTRUCT THE USE OF THE GRAB BARS. 10.14 RESTROOM (MEN'S, WOMEN'S & UNISEX) WALL MOUNTED SIGN WITH ACCESSIBILITY SYMBOL. PROVIDED AND INSTALL BY CONTRACTOR. 10.16 PROVIDE ROBE HOOK AT ADA COMPLIANT HEIGHT. 10.19 TOILET & URINAL PARTITIONS. STAINLESS STEEL WITH SWIRL PATTERN, ATTACH TO FLOOR, CEILING, AND WALLS WHERE POSSIBLE. SEE SPEC. PROVIDE BLOCKING AT ALL CONNECTION POINTS. 10.20 BABY CHANGING STATION, RECESS MOUNTED, KOALA KARE KB310 BABY CHANGING STATION OR APPROVED EQUAL. PROVIDE REQUIRED BACKING. PROVIDED AND INSTALL BY CONTRACTOR VERIFY WITH OWNER. 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. 11. EQUIPMENT 11.15 18" ADJUSTABLE SHELVING, MELAMINE ON 3/4" PARTICLE BOARD, SELF-EDGED ON PROVIDE K-V BRACKETS, WHERE INDICATED TYP. - IN ROOMS WHERE MOISTURE IS PRESENT, PRIME AND PAINT ALL EDGES AND SURFACES THAT ARE EXPOSED. 12. FURNISHINGS 12.02 QUARTZ COUNTERTOP AND 4" SPLASH (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.04 PLASTIC LAMINATE CABINETRY, SEE FINISH SCHEDULE - PROVIDE TOEKICK MATERIAL TO MATCH BASE CABINET, TYP. 12.05 COUNTERTOP APRON, MAINTAIN ADA CLEARANCES TO SINK. 12.06 COUNTERTOP SUPPORT BRACKET. PROVIDE "SPEED BRACE" (OR EQUAL) SUPPORT BRACKETS AT OPEN KNEE SPACE WITH SPANS GREATER THAN 4'-0". 12.08 UPPER CABINET, PLASTIC LAMINATE CABINETS: SEE FINISH SCHEDULE. 22. PLUMBING 22.01 PROVIDE FLOOR DRAIN; SLOPE FLOOR TO DRAIN, 1/8" PER FOOT. TYP. AT ALL DRAIN LOCATIONS. SEE PLUMBING DRAWINGS. 22.11 HAND WASH SINK, SEE PLUMBING DRAWINGS. 22.12 INSULATE EXPOSED PLUMBING PIPES. SEE PLUMBING DRAWINGS. 22.14 TANKLESS, TOUCHLESS, WATER CLOSET, SEE PLUMBING DRAWINGS. 22.15 URINAL W/ FLUSHOMETER. 26. ELECTRICAL 26.09 WALL-MOUNTED FIXTURE, SEE ELECTRICAL. 1 1 22.01 22.14 10.09 10.07 09.18 4' - 0 " 5'-0"10.14 EQ EQ A6.2 4 3 2 5 10.08 203 10.08 22.14 09.13 09.12 09.14 10.07 10.09 09.16 09.03 6" 4' - 0 " 6" 09.14 09.13 09.16 09.12 09.03 W8 W7 20309.12 09.16 6" 4' - 0 " 08.06 10.0910.07 22.1409.14 10.08 09.13 09.03 4' - 0 " 6" W8 W7 A6.2 9 8 7 10 22.01 22.14 10.01 10.03 09.18 22.11 6'-4 1/2" 8' - 0 " 10.05 10.06 210 6" 4' - 0 " 210 08.06 09.03 09.12 09.16 09.14 09.13 W7 W8 6" 4' - 0 " 2' - 1 0 " 10.06 10.05 26.09 09.14 09.13 09.03 7' - 4 " 09.16 3' - 0 " 2'-0" 22.12 10.05 10.04 26.09 22.14 10.07 10.03 10.01 09.12 09.14 09.13 10.08 6" 4' - 0 " 4' - 0 " 6" 09.03 09.12 09.13 22.14 10.01 10.07 10.09 10.03 10.02 09.14 7' - 3 " 8'-9" A6.2 13 12 15 14 22.01 09.18 22.14 10.06 10.05 10.20 10.07 22.11 12.08 327 3' - 1 1 " 6" 4' - 0 " 12.08 08.06 09.14 09.15 09.12 1'-9" 327 2'-6" 1" 3' - 1 1 " 6" 4' - 0 " 12.08 09.03 10.02 10.03 09.13 10.09 10.07 22.1409.14 09.16 2' - 1 0 " 6" 4' - 0 " 7' - 4 " 3' - 0 " 3' - 4 " 10.06 10.05 10.04 10.01 09.13 26.09 22.12 09.03 09.1422.14 10.08 2'-0" 10.05 10.20 22.11 22.12 09.14 09.13 26.09 09.16 6" W7 W8 NEW WALL TILE BASE AS SCHEDULED. SEE SCHEDULE NEW FLOOR TILE ON MORTAR BED AS SCHEDULED. SEE SCHEDULE NOTE: 1/8" GROUT JOINT. MAPEI FLEXCOLOR TILE GROUT. TYP. ALUMINUM SCHLUTER COVE TILE 'DILEX-AHK' SYSTEM, TILE TO TILE PROFILE. VERIFY EXACT TRIM SIZING, BASED ON SCHEDULED TILE. PROVIDE MATHCING INSIDE, OUTSIDE, END-CAP AND CONNECTOR ACCESSORIES. ALUMINUM SCHLUTER 'QUADEC' SQUARE REVEAL TILE EDGE FINISHING SYSTEM. VERIFY EXACT TRIM SIZING, BASED ON SCHEDULED TILE. PROVIDE MATCHING END-CAP AND CONNECTOR ACCESSORIES. SE E I N T . E L E V . (4 " - 6 " ) CONTINUOUS SEALANT NEW WALL TILE AS SCHEDULED. SEE SCHEDULESUBSTRATE AS SCHEDULED NOTE: 1/8" GROUT JOINT. MAPEI FLEXCOLOR TILE GROUT. TYP. NEW WALL TILE AS SCHEDULED. SEE SCHEDULE ALUMINUM SCHLUTER 'QUADEC' SQUARE REVEAL TILE EDGE FINISHING SYSTEM. VERIFY EXACT TRIM SIZING, BASED ON SCHEDULED TILE. PROVIDE MATHCING END-CAP AND CONNECTOR ACCESSORIES. SUBSTRATE AS SCHEDULED ALUMINUM SCHLUTER 'QUADEC' SQUARE REVEAL TILE EDGE FINISHING SYSTEM. VERIFY EXACT TRIM SIZING, BASED ON SCHEDULED TILE. PROVIDE MATHCING END-CAP AND CONNECTOR ACCESSORIES. NEW WALL TILE AS SCHEDULED. SEE SCHEDULE ALIGN FINSIHED WALL SURFACE ALIGN CONTINUOUS SEALANT SUBSTRATE AS SCHEDULED NOTE: 1/8" GROUT JOINT. MAPEI FLEXCOLOR TILE GROUT. TYP. FINSIHED WALL SURFACE ALUMINUM SCHLUTER COVE TILE 'DILEX-AHK' SYSTEM, TILE TO TILE PROFILE. VERIFY EXACT TRIM SIZING, BASED ON SCHEDULED TILE. PROVIDE MATHCING INSIDE, OUTSIDE, END-CAP AND CONNECTOR ACCESSORIES. ALUMINUM SCHLUTER 'QUADEC' SQUARE REVEAL TILE EDGE FINISHING SYSTEM. VERIFY EXACT TRIM SIZING, BASED ON SCHEDULED TILE. PROVIDE MATHCING END-CAP AND CONNECTOR ACCESSORIES. NEW WALL TILE AS SCHEDULED. SEE SCHEDULE NEW WALL TILE AS SCHEDULED. SEE SCHEDULE ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 5 : 4 1 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 LEVEL 2 & 3 R.R. INTERIORS -PLANS & ELEVATIONS A6.2 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 0"1/2"1"2"4" 0'2'4'8'16'4' 1" # DATE DESCRIPTION 1 04.19.2023 Addendum scale: 1/4" = 1'-0"A6.2 1 203 ENLARGED R.R. PLAN scale: 1/4" = 1'-0"A6.2 2 R.R. 203 ELEV. WEST scale: 1/4" = 1'-0"A6.2 3 R.R. 203 ELEV. NORTH scale: 1/4" = 1'-0"A6.2 4 R.R. 203 ELEV. EAST scale: 1/4" = 1'-0"A6.2 5 R.R. 203 ELEV. SOUTH scale: 1/4" = 1'-0"A6.2 6 210 ENLARGED R.R. PLAN scale: 1/4" = 1'-0"A6.2 7 R.R. 210 ELEV. WEST scale:1/4" = 1'-0"A6.2 8 R.R. 210 ELEV. NORTH scale:1/4" = 1'-0"A6.2 9 R.R. 210 ELEV. EAST scale:1/4" = 1'-0"A6.2 10 R.R. 210 ELEV. SOUTH scale:1/4" = 1'-0"A6.2 11 327 ENLARGED R.R. PLAN scale:1/4" = 1'-0"A6.2 12 R.R. 327 ELEV. WEST scale:1/4" = 1'-0"A6.2 13 R.R. 327 ELEV. NORTH scale:1/4" = 1'-0"A6.2 14 R.R. 327 ELEV. EAST scale:1/4" = 1'-0"A6.2 15 R.R. 327 ELEV. SOUTH 09. FINISHES 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.12 ACCENT TILE, SEE FINISH PLAN. 09.13 PROVIDE SCHLUTER (QUADEC IN BRUSHED STAINLESS) TRIM AS CAP TO WAINSCOT AND FOR OUTSIDE CORNERS, TYP. 09.14 PROVIDE SCHLUTER TRIM (DILEX-AHK IN AE SATIN ANODIZED) FOR SANITARY COVE, TYP. 09.15 INSTALL WALL TILE FULL HEIGHT IN SHOWER. 09.16 WALL TILE, COLOR AND SIZE TO MATCH BUILDING RESTROOM STANDARDS. 09.18 PORCELAIN FLOOR TILE - DALTILE, DIGNITARY 12X24 IN COLOR: TBD (CUT TO SLOPE TO DRAIN AS NEEDED) 1/3rd STAGGERED BOND PATTERN. GROUT JOINTS IN FLOOR SHALL ALIGN WITH THOSE IN WALL. 10. SPECIALTIES 10.01 36" LONG STAINLESS-STEEL GRAB BAR @ REAR OF TOILET. BRADLEY PART NO. 8170-00136. 10.02 18" LONG VERTICAL STAINLESS-STEEL GRAB BAR ABOVE 42" SIDE GRAB BAR. BOTTOM OF VERTICAL GRAB BAR TO BE INSTALLED @ 39" A.F.F. SEE RESTROOM ELEVATION 10.03 42" LONG STAINLESS-STEEL GRAB BAR @ SIDE OF TOILET. BRADLEY PART NO. 8170-00142. 10.04 MIRROR, FRAMELESS MIRROR SHALL BE RECESSED TO BE FLUSH WITH WALL TILE. MIRRORS LOCATED ABOVE LAVATORIES, SINKS OR COUNTERS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FLOOR. ANSI 603.3. 10.05 TOUCHLESS PAPER TOWEL DISPENSER/WASTE RECEPTACLE, MODEL B-3974 AND POWER SUPPLY AC ADAPTER PART NO. 3974-57 (BOBRICK OR APPROVED EQUAL) PROVIDED AND INSTALL BY CONTRCTOR VERIFY WITH OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE POWER REQUIREMENTS AND EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.06 TOUCHLESS SOAP DISPENSER. PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.07 DUAL ROLL TISSUE DISPENSER. (BRADLEY MODEL 5224 OR APPROVED EQUAL) PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.08 SEAT PROTECTOR DISPENSER, PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.09 PROVIDE WALL MOUNTED SANITARY WASTE DISPOSAL AT EACH STALL. 10.14 RESTROOM (MEN'S, WOMEN'S & UNISEX) WALL MOUNTED SIGN WITH ACCESSIBILITY SYMBOL. PROVIDED AND INSTALL BY CONTRACTOR. 10.20 BABY CHANGING STATION, RECESS MOUNTED, KOALA KARE KB310 BABY CHANGING STATION OR APPROVED EQUAL. PROVIDE REQUIRED BACKING. PROVIDED AND INSTALL BY CONTRACTOR VERIFY WITH OWNER. 12. FURNISHINGS 12.08 UPPER CABINET, PLASTIC LAMINATE CABINETS: SEE FINISH SCHEDULE. 22. PLUMBING 22.01 PROVIDE FLOOR DRAIN; SLOPE FLOOR TO DRAIN, 1/8" PER FOOT. TYP. AT ALL DRAIN LOCATIONS. SEE PLUMBING DRAWINGS. 22.11 HAND WASH SINK, SEE PLUMBING DRAWINGS. 22.12 INSULATE EXPOSED PLUMBING PIPES. SEE PLUMBING DRAWINGS. 22.14 TANKLESS, TOUCHLESS, WATER CLOSET, SEE PLUMBING DRAWINGS. 26. ELECTRICAL 26.09 WALL-MOUNTED FIXTURE, SEE ELECTRICAL. 08. OPENINGS 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 1 scale:3" = 1'-0"A6.2 24 TILE BASE-CAP TRANSITION SECTION scale:3" = 1'-0"A6.2 26 TILE OUTSIDE CORNER DTL. PLAN scale:3" = 1'-0"A6.2 25 TILE INSIDE CORNER DTL PLAN A6.3 5 A6.3 4 3'-0" 2' - 6 " (1 ' - 9 " ) 7' - 1 0 " (1 ' - 9 " ) 2' - 6 " 3'-6"2'-9"2'-11" A6.37 2 3 A6.3 6 A6.3 8 2 A6.8 4 A6.8 1 A6.8 1 A6.8 3 A6.8 16 ' - 4 " 2' - 1 1 " 2' - 3 1 / 4 " 6' - 0 " 2' - 2 3 / 4 " 2' - 1 1 " 1/ 2 " 1/ 2 " 135° 2'-6"3'-6" 1'-0" 7'-8"1'-7" 7'-5"1'-9" 2'-0" 2'-0" 4 A6.8 3 A6.8 A6.8 1 2' - 6 " 3'-0" 2' - 6 " 11.06 DASHED LINE TUBE STEEL POST AND LINTEL 1' - 0 " 2' - 6 " 1/2"5'-11"1/2" 2"7'-0" 3' - 1 1 " 2' - 6 " 2' - 6 " 1" 2' - 7 " 6' - 4 " 1'-3"5'-8" 11.09 12.18 12.03 12.08 5'-3" 107 12.18 08.12 10.25 2' - 6 " 1'-3"5'-1"1'-3" KNEE SPACE 09.08 12.06 4'-0" 12.06 (6) EQ. DOORS 9'-0" 4" 1' - 8 " 2' - 8 " 4' - 3 " 1" 3'-0"2'-10"1'-6"3'-0" (8) EQ. DOOR 12'-0"1'-0" 12.06 12.18 12.13 12.16 1'-3"1'-7"3'-0" 1'-0"4" 4'-4" 4'-0" KNEE SPACE 9 1 / 2 " 3/ 4 " 2' - 6 " 2' - 6 " 3' - 1 1 " 1" 3' - 0 " 1' - 8 " 11.06 09.08 8'-8" 2' - 6 " 2' - 6 " 3' - 1 1 " 1"(6) EQ. DOORS 8'-10" 12.03 12.06 KNEE SPACES 12.08 09.08 1' - 8 " 1' - 4 " 4" 1'-4" 1' - 4 " 3/ 4 " 12.10 09.03 3' - 0 " 1'-2 1/2" 1' - 2 1 / 2 " 12.27 09.03 8' - 0 " (9) EQ. DOORS TOP / BOTTOM 14'-0" 12.27 2'-0" (5) EQ. DOORS TOP / BOTTOM 8'-4"2'-0" (9) EQ. DOORS TOP / BOTTOM 14'-0" 12.27 8' - 0 " 3' - 6 " 10.32 12.03 12.04 12.15 1'-6"1'-6" (6) EQ DOORS 7'-7 1/2" 09.03 PA I N T L I N E 11 ' - 0 " 09.10 06.11 26.05 26.20 12.14 12.02 6'-0"1'-10"6'-0" 12.04 12.08 2' - 1 0 " 1' - 6 " 3' - 8 " 1 1/2" 3'-0" (3) EQ. DOORS 4'-9 1/2"6'-0" 2' - 8 " 2' - 6 " 2' - 1 0 " 10'-0"09.03 11.06 11.16 11 ' - 0 " 09.10 2' - 1 0 " 1' - 6 " 2' - 6 " 2' - 8 " 8' - 0 " 12.11 15 A6.8 12.07 22.1612.02 12.08 17'-7 1/2" 2'-7 1/2" (10) EQ. DOORS 15'-0" 8' - 0 " 11 ' - 0 " 3'-0"3'-0" 09.08 05.02 10.23 3' - 6 " 1' - 1 0 " 2' - 0 " CLEAR 5'-2" 12.17 12.02 5'-4" 2' - 1 0 " 1' - 6 " 3' - 0 " 6' - 0 " EQ EQ EQ EQ EQ EQ EQ EQEQ 11.23 12.31 12.03 09.08 10.23 2'-8"1'-4"3'-0" 2' - 1 0 " 2' - 6 " 2' - 0 " 09.03 09.12 11.06 22.11 (6) EQ. DOORS 7'-11 1/2"1'-4"3'-0" 7' - 4 " W12 3' - 8 " 1' - 6 " 2' - 1 0 " 8' - 0 " 110'-0"111'-2" LO W W A L L 8' - 0 " PA I N T L I N E 11 ' - 6 " 09.10 09.30 05.02 06.12 11.05 09.03 22.23 06.14 09.08 110'-0" BR O O M / VA C . 2' - 6 " ON ANGLE 2' - 0 " 6' - 0 " 12.17 22.16 12.05 12.11 10.25 12.04 W12 11.08 (4) EQ. DOORS 5'-9"3'-0"4'-8"2'-8"3'-0"3'-0"3'-2" 1'-8"1'-4"2'-8"2'-6" CLEAR 2'-2"3'-0"2'-8" 1' - 4 " 1'-6" 3' - 8 " 1' - 6 " 2' - 1 0 " 2' - 8 " 2' - 6 " PA I N T L I N E 11 ' - 6 " 2' - 1 0 " 1' - 6 " 3' - 8 " 2'-8"2'-11"2'-9" ON ANGLE 2' - 6 " 3' - 0 " 1"12.01 12.02 6" 09.08 12.17 KNEE SPACE KNEE SPACE KNEE SPACE 09.02 12.02 09.30 09.1006.11 6"3'-0"3'-0"3'-0" 6" 2' - 6 " 4" 12.24 EQ EQ EQ EQ EQ 12.06 12.02 12.0122.16 26.05 06.12 11.10 9'-11" 1'-8"10'-0" 12.30 12.06 4" 2' - 6 " 3'-0"1'-8" 12.01 22.23 22.16 09.30 26.07 12.30 2'-5" 2"12.24 06.12 2' - 1 0 " 12.30 SPICE RACK 1'-10" 1'-10"2'-2"2'-6"1'-6" 11.16 1" 12.01 12.02 4" 2' - 6 " 1'-8"10'-0" 06.11 22.16 2'-0" 11.08 12.04 SPICE CABINET 9" DEEP 12.30 06.12 26.05 1'-8"3'-0" 4" 2' - 6 " 1' - 4 " 1' - 0 1 / 2 " 4" 8' - 0 " PA I N T L I N E 11 ' - 6 " 11.05 5' - 0 " 3' - 0 " 22.20 09.1005.02 09.30 11.22 12.01 12.11 3'-0"3'-0"3'-0"2'-6"3'-0"2'-6 1/4" 3/4" 3'-2" 09.13 2' - 1 0 " 1' - 6 " 3' - 8 " 8' - 0 " BR O O M / VA C . W9 W12 12.17 11.08 6' - 0 " 2' - 0 " 2'-2 1/2"1'-6"2'-2 1/2"2'-8"1'-9"1'-6"2'-2 1/4" 12.04 110'-0" 111'-2" 110'-0" 06.12 11.16 1" 4' - 1 1 " 3' - 6 " 8' - 5 " 3'-0 1/2"3'-0 1/2"1'-6 1/4" 7'-9" EQ EQ EQ EQ EQ EQ EQ EQ EQ 3'-8"1'-10"1'-10" EQ EQ 12.04 12.10 4" 8 A6.8 1" 4' - 1 1 " 3' - 6 " 12.10 12.04 12.03 (4) EQ. DOOR 4'-8" 8' - 5 " 2'-5"2'-5"2'-6" 7'-4" 1'-6 1/2" 2'-10" EQ EQ EQ EQ EQ EQ EQ EQ 4'-11" 8' - 5 " 1" 3' - 6 " 8 A6.8 12.31 12.03 2' - 1 0 " 2' - 6 " 2' - 7 " 1" (4) EQ. DOORS 5'-11"3'-0" 2'-11"3'-0"3'-0" 12.14 12.19 11.16 2' - 1 0 " 1' - 6 " 3' - 7 " 12.02 12.08 12.15 7' - 1 1 " ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 6 : 1 3 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 MILLWORK ELEVATIONS & ENLARGED PLANS A6.3 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.19.2023 Addendum REFERENCE NOTES: scale: 1/4" = 1'-0"A6.3 1 ENLARGED PLANscale: 1/4" = 1'-0"A6.3 5 RECEPTIONIST MILLWORK scale: 1/4" = 1'-0"A6.3 4 RECEPTIONIST MILLWORK scale: 1/4" = 1'-0"A6.3 3 RECEPTIONIST MILLWORK scale: 1/4" = 1'-0"A6.3 2 RECEPTIONIST MILLWORK scale: 1/4" = 1'-0"A6.3 7 RECEPTIONIST MILLWORK scale: 1/4" = 1'-0"A6.3 6 RECEPTIONIST MILLWORK scale: 1/4" = 1'-0"A6.3 8 RECEPTIONIST MILLWORK scale: 1/4" = 1'-0"A6.3 11 RM.-107-MILLWORK ELEV. scale: 1/4" = 1'-0"A6.3 9 RM.-107-MILLWORK ELEV. scale: 1/4" = 1'-0"A6.3 10 RM.-107-MILLWORK ELEV. scale: 1/4" = 1'-0"A6.3 12 KIDS CUBBIES MILLWORK ELEV. scale: 1/4" = 1'-0"A6.3 13 RM.-110-MILLWORK ELEV. scale: 1/4" = 1'-0"A6.3 14 RM.-110-MILLWORK ELEV. scale:1/4" = 1'-0"A6.3 15 RM.-110-MILLWORK ELEV. scale:1/4" = 1'-0"A6.3 16 RM.-111-MILLWORK ELEV. scale:1/4" = 1'-0"A6.3 17 RM.-115-MILLWORK ELEV. scale:1/4" = 1'-0"A6.3 18 RM.-115-MILLWORK ELEV. scale:1/4" = 1'-0"A6.3 19 RM.-116-MILLWORK ELEV. scale: 1/4" = 1'-0"A6.3 20 118-ADL-KITCHEN MIL. ELEV. scale: 1/4" = 1'-0"A6.3 21 118-ADL-KITCHEN MIL. ELEV. scale: 1/4" = 1'-0"A6.3 22 118-ADL-ISLAND MIL. ELEV. scale: 1/4" = 1'-0"A6.3 25 118-ADL-ISLAND MIL. ELEV. scale: 1/4" = 1'-0"A6.3 24 118-ADL-ISLAND MIL. ELEV. scale: 1/4" = 1'-0"A6.3 23 118-ADL-ISLAND MIL. ELEV. scale: 1/4" = 1'-0"A6.3 26 118-ADL-KITCHEN MIL. ELEV. scale: 1/4" = 1'-0"A6.3 27 PANTRY MIL. ELEV. scale: 1/4" = 1'-0"A6.3 28 PANTRY MIL. ELEV. scale: 1/4" = 1'-0"A6.3 29 PANTRY MIL. ELEV. scale: 1/4" = 1'-0"A6.3 30 MILLWORK ELEV. 05. METALS 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 06. WOODS & PLASTICS 06.11 WOOD JOIST, PAINTED WHERE EXPOSED UNLESS NOTED OTHERWISE, SEE RCP FINISHES, SEE STRUCTURAL DRAWINGS FOR SIZE AND DETAILS. 06.12 WOOD TRUSS / JOIST. SEE STRUCTURAL PLAN. 06.14 DO NOT PAINT ALL EXPOSED STRUCTURAL GLU-LAM BEAM, SEE STRUCTURAL DRAWINGS FOR LOCATION. FINISH TO BE CLEAR COAT OVER (COLOR: CABOT STAINS, 19400 AUSTRALIAN TIMBER NATURAL) 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.08 BASE AS SCHEDULE. 09.10 DASHED LINE REPRESENTS TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE. LINE PAINTED PNT-2. WALL BELOW LINE PAINTED FIELD COLOR / ACCENT COLORS, SEE FINSH PLAN. 09.12 ACCENT TILE, SEE FINISH PLAN. 09.13 PROVIDE SCHLUTER (QUADEC IN BRUSHED STAINLESS) TRIM AS CAP TO WAINSCOT AND FOR OUTSIDE CORNERS, TYP. 09.30 SUSPENDED CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). SEE LEGEND. 10. SPECIALTIES 10.23 AUTOMATIC TOWEL DISPENSER - GEORGIA PACIFIC "ENMOTION" OR APPROVED EQUAL. PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. 10.32 QUARTET 4'X8' WALL MOUNTED PORCELAIN MAGNETIC DRY-ERASE BD. WITH ALUM. FRAME AND 6" ALUM. TRAY TO BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. CONTRACTOR TO SUPPLY FIRE-RETARDANT BACKING AS REQD. 11. EQUIPMENT 11.05 FULL SIZE FRIDGE, SHALL BE EQUIPPED WITH ICE/W ATER VERIFY SIZE WITH OWNER. SEE PLUMBING PLANS. 11.06 CONTRACTOR TO VERIFY WITH OWNERS REP. FOR FURNITURE OR EQUIPMENT, CONTRACTOR TO INSTILL AS REQUIRED. VERIFY SIZE & ELECTRICAL AND/OR PLUMBING REQUIREMENTS W/ OWNER. 11.08 MICROWAVE, N.I.C. - VERIFY SIZE OF OWNER PROVIDED APPLIANCE PRIOR TO FABRICATION. 11.09 FILING CABINET, TO BE LOCKABLE. 11.10 FURNITURE AND EQUIPMENT, N.I.C., TYP. 11.16 HAFELE WASTE BIN PULL-OUT (2)52QT BINS MODEL#502.56.242 OR APPROVED EQUAL. PROVIDE 11.22 STANDARD STOVE TOP AND OVEN COMBO. 11.23 DASHED LINES REPRESENTS COAT HOOK/HANGER PROVIDE SHELVING ABOVE HANGERS. MELAMINE ON 3/4" PARTICLE BOARD, SELF-EDGED ON PROVIDE K-V BRACKETS, WHERE INDICATED TYP. 12. FURNISHINGS 12.01 QUARTZ COUNTERTOP (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.02 QUARTZ COUNTERTOP AND 4" SPLASH (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.03 PROVIDE PLASTIC LAMINATE COUNTERTOP, COLOR: AS SELECTED BY OWNER. 12.04 PLASTIC LAMINATE CABINETRY, SEE FINISH SCHEDULE - PROVIDE TOEKICK MATERIAL TO MATCH BASE CABINET, TYP. 12.05 COUNTERTOP APRON, MAINTAIN ADA CLEARANCES TO SINK. 12.06 COUNTERTOP SUPPORT BRACKET. PROVIDE "SPEED BRACE" (OR EQUAL) SUPPORT BRACKETS AT OPEN KNEE SPACE WITH SPANS GREATER THAN 4'-0". 12.07 P-LAM COUNTERTOP APRON, MAINTAIN ADA CLEARANCES TO SINK. 12.08 UPPER CABINET, PLASTIC LAMINATE CABINETS: SEE FINISH SCHEDULE. 12.10 MILLWORK OPEN CUBBIES, 18" DEEP, PLASTIC LAMINATE CABINETS: SEE FINISH SCHEDULE. 12.11 EXTRA DEEP FULL HEIGHT PLASTIC LAMINATE CABINETRY, SEE FINISH SCHEDULE 12.13 MAIL DISTRIBUTION SORTER, VERIFY SIZE WITH TENANT. FINISH TO MATCH CABINETRY. 12.14 COUNTERTOP TO HAVE OPENING FOR WASTE AND SHREDDER, VERIFY SIZE & ELECTRICAL REQUIREMENTS W/ OWNER PROVIDED EQUIPMENT. 12.15 LOCKABLE MILLWORK. 12.16 FULL HEIGHT CABINETRY, SEE FINISH SCHEDULE. 12.17 MILLWORK END PANEL. COLOR TO MATCH ADJACENT CABINETS. 12.18 TYPICAL BOX/BOX/FILE DRAWER PEDESTAL. PROVIDE KEYED LOCK ON BOTTOM FILE DRAWER, TYP. ENSURE THAT DRAWER WIDTH WILL ACCOMMODATE STANDARD HANGING FILE FOLDERS, TYP. VERIFY WITH OWNER WHICH CABINETS GET LOCKS. 12.19 THIS CABINET SHALL BE EQUIPPED WITH 10" STAINLESS STEEL GROMMET FOR TRASH / LINEN DROP AT THIS LOCATION. CONFIRM LOCATION WITH TENANT PRIOR TO FIELD CUTTING. 12.24 3/4" LAMINATE OVER BLACK BACKING WITH 1/2" REVEAL. 12.27 EMPLOYEE LOCKER/STORAGE LOCKABLE, SEE INTERIOR ELEVATIONS AND FINISH SCHED. 12.30 QUARTZ TRANSITION TOP WATERFALL EDGE AT ENDS, SUPPORT AS NEEDED. 12.31 PLASTIC LAMINATE CABINETRY OPEN. EXTERIOR FINISH AND INTERIOR FINISH MATCH, SEE FINISH SCHEDULE TYP. 22. PLUMBING 22.11 HAND WASH SINK, SEE PLUMBING DRAWINGS. 22.16 STAINLESS STEEL UNDERMOUNT SINK/FAUCET/DISPOSAL, WHERE APPLICABLE VERIFY WITH CABINET CLEARANCES (12" DIAMETER DISPOSAL WILL FIT) IF DISCREPANCIES CONTACT ARCHITECT, SEE MECH., PLUMB & ELEC. 22.20 DRINKING FOUNTAIN, (ELKAY) HIGH LOW WITH BOTTLE FILLER, SEE PLUMBING DRAWINGS. 22.23 DISH WASHER VERIFY SIZE OF OWNER; CONTRACTOR INSTALLED APPLIANCE. TO ENSURE CABINET OPENING WILL ACCOMMODATE APPLIANCE. SEE PLUMBING. 26. ELECTRICAL 26.05 LIGHT FIXTURE, SEE ELECTRICAL. 26.07 SUSPENDED LIGHT FIXTURE, SEE ELECTRICAL. 26.20 COORDINATE OUTLETS WITH MILLWORK FOR OWNER PROVIDED EQUIPMENT. 1 1 1 1 1 08. OPENINGS 08.12 COMMERCIAL SLIDING RECEPTION/SERVICE WINDOW, (A CUTTING EDGE OR APPROVED EQUAL). 1 1 PA I N T L I N E 11 ' - 0 " 2' - 6 " 09.10 10.23 9'-5" 12.31 12.02 22.19 26.07 1" 9'-0" 2'-0"1'-2"1'-3"3'-0"05.25 SINK VERIFY w/ 06.11 09.03 PA I N T L I N E 11 ' - 0 " 09.10 2' - 6 " 3'-8" VERIFY w/ SINK 4'-2" 05.25 1'-7"1'-7" 22.19 12.02 10.23 09.03 12.04 12.10 06.11 26.06 9'-0" 11'-1" 09.08 10.05 09.16 22.20 22.11 22.12 10.04 3' - 0 " 3' - 4 " 2' - 1 0 " 09.13 5' - 0 " 09.03 5' - 0 " 2' - 1 0 " 10.05 10.04 3' - 4 " 09.13 22.20 09.03 22.11 04.15 11.19 1'-2" 5'-0" 1'-2" 05.02 09.02 09.082' - 0 " 08.01 6' - 0 " 4" 1'-2"5'-0"1'-2" 9'-5"1" 3' - 0 " 2' - 4 " 2' - 8 " 2' - 1 0 " 8' - 0 " 3' - 0 " 1' - 6 " 3' - 6 " (3) EQ. DOORS 3'-11"3'-0"1'-6" 1'-0"8'-5" (4) EQ. DOORS 6'-0"1'-6" 139A 22.16 10.23 08.06 09.08 12.04 12.08 12.28 12.02 10.06 2' - 1 0 " 1' - 8 " 3' - 6 " 139C 3' - 0 " 1' - 6 " 3' - 6 " 3'-0"6'-4"1'-6" EQEQ 12.06 09.08 08.14 12.28 12.02 3' - 0 " 1' - 6 " 3' - 6 " 3'-0" 2" 12.04 A6.8 5 8'-3" 11.06 2'-0"3'-0"3'-0"1 1/2" 12.02 11.08 12.04 12.28 2' - 1 0 " 2" 3' - 0 " 1' - 6 " 3' - 6 " 09.03 12.08 3'-0"1'-2" 4' - 0 " 4'-0" 22.03 10.15 09.16 09.13 VERIFY LOCATION w/ PLUMBING 26.24 05.28 4' - 0 " 4'-0" 09.13 09.08 22.03 09.03 5' - 0 " 10.15 09.16 PA I N T L I N E 11 ' - 0 " 11.19 11.01 26.05 10'-0" 09.10 09.083'-0" 2' - 6 " 2' - 1 0 " 12.17 10.23 10.04 26.09 3' - 4 " 3' - 0 " 6"5'-3"6" EQ EQ 12.02 12.05 09.08 KNEE SPACE 7' - 4 " 12.18 12.08 1" 5' - 7 " 1' - 1 0 " 2' - 6 " KNEE SPACE 12.03 09.08 09.08 08.06 11.21 TYP. 5'-0" 1'-3"3'-9" 2' - 1 0 " 2' - 6 " 2' - 7 " 1" 2' - 1 0 " 1' - 6 " 3' - 7 " 1 1/2"3'-0" (3) EQ. DOORS 3'-11 1/2" 3'-0"2'-8 1/2"1'-3" 7'-1" 1'-3"3'-9" 2' - 6 " 1' - 1 0 " 4' - 7 " 1" EQ EQ EQ 3' - 0 " 12.18 KNEE SPACE 09.08 11.21 12.04 12.33 12.03 12.08 08.06 09.03 09.03 12.04 09.03 11.21 EQ EQ EQ EQ 3' - 0 " 1'-3"1'-10" 2' - 6 " 1' - 1 0 " 5' - 7 " 1"(3) EQ. DOORS 5'-0" KNEE SPACE 12.08 12.03 12.06 223B 09.03 1" 2' - 7 " 2' - 6 " 2' - 1 0 " 3' - 7 " 1' - 6 " (8) EQ. DOORS 12'-4" 3'-0" (6) EQ. DOORS 9'-0" 11.06 12.04 26.20 12.14 11.16 12.02 12.08 221 PA I N T L I N E 11 ' - 0 " 26.06 10'-0" 09.10 06.12 3'-0"3'-0" (8) EQ. DOORS 12'-0" 2' - 8 " 2' - 6 " 2' - 1 0 " 12.07 10.23 10.06 12.16 3' - 8 " 1' - 6 " 2' - 1 0 " (12) EQ. DOORS 18'-0" 08.06 8' - 0 " 6'-0" 09.08 PA I N T L I N E 11 ' - 0 " (24) EQ. DOORS 18'-0"2'-1" 11.27 09.10 26.06 8' - 0 " 220 10'-0" 06.14 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 6 : 3 3 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 MILLWORK ELEVATIONS A6.4 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: # DATE DESCRIPTION 1 04.19.2023 Addendum scale:1/4" = 1'-0"A6.4 1 RM.-120-MILLWORK ELEV. scale:1/4" = 1'-0"A6.4 2 RM.-120-MILLWORK ELEV. scale:1/4" = 1'-0"A6.4 3 GYM DRINKING FOUNTAIN scale:1/4" = 1'-0"A6.4 4 DRINKING FOUNTAIN scale:1/4" = 1'-0"A6.4 5 EVENT CENTER FIREPLACE scale: 1/4" = 1'-0"A6.4 8 RM.-139-MIL ELEV. scale: 1/4" = 1'-0"A6.4 9 RM.-139-MIL ELEV. scale: 1/4" = 1'-0"A6.4 10 RM.-139-MIL ELEV. scale: 1/4" = 1'-0"A6.4 7 TYP. JANITOR SINK scale:1/4" = 1'-0"A6.4 6 TYP. JANITOR SINK scale: 1/4" = 1'-0"A6.4 11 201-FIRE PLACE ELEV. scale: 1/4" = 1'-0"A6.4 12 FAMILY RM. MIL. ELEV. scale:1/4" = 1'-0"A6.4 13 SPEECH MIL. ELEV. (TYP.) scale:1/4" = 1'-0"A6.4 14 PRINTER STATION MILLWORK scale:1/4" = 1'-0"A6.4 15 SPEECH MIL. ELEV. scale:1/4" = 1'-0"A6.4 16 223-SPEECH MIL. ELEV. scale:1/4" = 1'-0"A6.4 17 PRINTER STATION MIL. scale:1/4" = 1'-0"A6.4 18 220-NORTH MIL. ELEV.scale:1/4" = 1'-0"A6.4 19 220-SOUTH MIL. ELEV. 05. METALS 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.25 PAINTED POST AND BEAMS, POST, (4 QTY.) 2X2X5/16" WELDED TO 1/4" BASE PLATE ANCHORED TO FLOOR. BEAMS, (3 QTY.) 1-1/2"X3"X5/16" TUBE STEEL BEAM TO SUPPORT COUNTERTOP. 05.28 ROOF ACCESS LADDER. SEE DETAILS 3,4,5/A8.3 PAINTED TO MATCH BUILDING. 06. WOODS & PLASTICS 06.11 WOOD JOIST, PAINTED WHERE EXPOSED UNLESS NOTED OTHERWISE, SEE RCP FINISHES, SEE STRUCTURAL DRAWINGS FOR SIZE AND DETAILS. 06.12 WOOD TRUSS / JOIST. SEE STRUCTURAL PLAN. 06.14 DO NOT PAINT ALL EXPOSED STRUCTURAL GLU-LAM BEAM, SEE STRUCTURAL DRAWINGS FOR LOCATION. FINISH TO BE CLEAR COAT OVER (COLOR: CABOT STAINS, 19400 AUSTRALIAN TIMBER NATURAL) 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.08 BASE AS SCHEDULE. 09.10 DASHED LINE REPRESENTS TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE. LINE PAINTED PNT-2. WALL BELOW LINE PAINTED FIELD COLOR / ACCENT COLORS, SEE FINSH PLAN. 09.13 PROVIDE SCHLUTER (QUADEC IN BRUSHED STAINLESS) TRIM AS CAP TO WAINSCOT AND FOR OUTSIDE CORNERS, TYP. 09.16 WALL TILE, COLOR AND SIZE TO MATCH BUILDING RESTROOM STANDARDS. 10. SPECIALTIES 10.04 MIRROR, FRAMELESS MIRROR SHALL BE RECESSED TO BE FLUSH WITH WALL TILE. MIRRORS LOCATED ABOVE LAVATORIES, SINKS OR COUNTERS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FLOOR. ANSI 603.3. 10.05 TOUCHLESS PAPER TOWEL DISPENSER/WASTE RECEPTACLE, MODEL B-3974 AND POWER SUPPLY AC ADAPTER PART NO. 3974-57 (BOBRICK OR APPROVED EQUAL) PROVIDED AND INSTALL BY CONTRCTOR VERIFY WITH OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE POWER REQUIREMENTS AND EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.06 TOUCHLESS SOAP DISPENSER. PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.15 JANITORIAL BROOM/MOP HOLDER, PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.23 AUTOMATIC TOWEL DISPENSER - GEORGIA PACIFIC "ENMOTION" OR APPROVED EQUAL. PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 11. EQUIPMENT 11.01 PROVIDE POWER AND DATA FOR WALL MOUNTED TV. EQUIPMENT PROVIDED BY TENANT. CONTRACTOR SHALL ENSURE THAT WALL IS EQUIPPED WITH BACKING TO SUPPORT TV AND MOUNTING BRACKET. COORDINATE HEIGHT WITH OWNER. 11.06 CONTRACTOR TO VERIFY WITH OWNERS REP. FOR FURNITURE OR EQUIPMENT, CONTRACTOR TO INSTILL AS REQUIRED. VERIFY SIZE & ELECTRICAL AND/OR PLUMBING REQUIREMENTS W/ OWNER. 11.08 MICROWAVE, N.I.C. - VERIFY SIZE OF OWNER PROVIDED APPLIANCE PRIOR TO FABRICATION. 11.16 HAFELE WASTE BIN PULL-OUT (2)52QT BINS MODEL#502.56.242 OR APPROVED EQUAL. PROVIDE 11.19 FIREPLACE, SEE PLUMBING AND MECHANICAL DRAWINGS. VERIFY WITH MFR. FOR WALL THICKNESS AND MOUNTING HEIGHTS. 11.21 DASHED LINES REPRESENTS ADJUSTABLE SHELVING. PROVIDE COAT HOOK/HANGER BEHIND DOOR, MELAMINE ON 3/4" PARTICLE BOARD, SELF-EDGED ON PROVIDE K-V BRACKETS, WHERE INDICATED TYP. 11.27 10" ADJUSTABLE SHELVING, MELAMINE ON 3/4" PARTICLE BOARD, SELF-EDGED ON PROVIDE K-V BRACKETS, WHERE INDICATED TYP. - PROVIDE 5 SHELVES. 12. FURNISHINGS 12.02 QUARTZ COUNTERTOP AND 4" SPLASH (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.03 PROVIDE PLASTIC LAMINATE COUNTERTOP, COLOR: AS SELECTED BY OWNER. 12.04 PLASTIC LAMINATE CABINETRY, SEE FINISH SCHEDULE - PROVIDE TOEKICK MATERIAL TO MATCH BASE CABINET, TYP. 12.05 COUNTERTOP APRON, MAINTAIN ADA CLEARANCES TO SINK. 12.06 COUNTERTOP SUPPORT BRACKET. PROVIDE "SPEED BRACE" (OR EQUAL) SUPPORT BRACKETS AT OPEN KNEE SPACE WITH SPANS GREATER THAN 4'-0". 12.07 P-LAM COUNTERTOP APRON, MAINTAIN ADA CLEARANCES TO SINK. 12.08 UPPER CABINET, PLASTIC LAMINATE CABINETS: SEE FINISH SCHEDULE. 12.10 MILLWORK OPEN CUBBIES, 18" DEEP, PLASTIC LAMINATE CABINETS: SEE FINISH SCHEDULE. 12.14 COUNTERTOP TO HAVE OPENING FOR WASTE AND SHREDDER, VERIFY SIZE & ELECTRICAL REQUIREMENTS W/ OWNER PROVIDED EQUIPMENT. 12.16 FULL HEIGHT CABINETRY, SEE FINISH SCHEDULE. 12.17 MILLWORK END PANEL. COLOR TO MATCH ADJACENT CABINETS. 12.18 TYPICAL BOX/BOX/FILE DRAWER PEDESTAL. PROVIDE KEYED LOCK ON BOTTOM FILE DRAWER, TYP. ENSURE THAT DRAWER WIDTH WILL ACCOMMODATE STANDARD HANGING FILE FOLDERS, TYP. VERIFY WITH OWNER WHICH CABINETS GET LOCKS. 12.28 STAINLESS-STEEL (16 GA.) COUNTERTOP. 12.31 PLASTIC LAMINATE CABINETRY OPEN. EXTERIOR FINISH AND INTERIOR FINISH MATCH, SEE FINISH SCHEDULE TYP. 12.33 MILLWORK BUILT-IN. VERIFY WITH OWNER THE NUMBER OF SHELVES AND SPACING FOR EQUIPMENT SIZES. FINISH TO MATCH CABINETRY. 22. PLUMBING 22.03 FLOOR MOUNTED JANITOR SERVICE SINK. WET WALLS ARE TO HAVE TILE WAINSCOTING 4'-0" A.F.F. REFER TO PLUMBING DRAWINGS. 22.11 HAND WASH SINK, SEE PLUMBING DRAWINGS. 22.12 INSULATE EXPOSED PLUMBING PIPES. SEE PLUMBING DRAWINGS. 22.16 STAINLESS STEEL UNDERMOUNT SINK/FAUCET/DISPOSAL, WHERE APPLICABLE VERIFY WITH CABINET CLEARANCES (12" DIAMETER DISPOSAL WILL FIT) IF DISCREPANCIES CONTACT ARCHITECT, SEE MECH., PLUMB & ELEC. 22.19 THREE COMPARTMENT STAINLESS STEEL SURFACE MOUNT SINK/FAUCET, (2) SHALLOW SINKS AND ONE DEEP SINK, SEE PLUMB. & ELEC. 22.20 DRINKING FOUNTAIN, (ELKAY) HIGH LOW WITH BOTTLE FILLER, SEE PLUMBING DRAWINGS. 26. ELECTRICAL 26.05 LIGHT FIXTURE, SEE ELECTRICAL. 26.06 SUSPENDED LINEAR LIGHT FIXTURE, SEE ELECTRICAL. 26.07 SUSPENDED LIGHT FIXTURE, SEE ELECTRICAL. 26.09 WALL-MOUNTED FIXTURE, SEE ELECTRICAL. 26.20 COORDINATE OUTLETS WITH MILLWORK FOR OWNER PROVIDED EQUIPMENT. 26.24 5" RECESSED WAY FINDING LIGHT, LNR-05076 (KIRLIN OR APPROVED EQ.) 04. MASONRY 04.15 STONE VENEER, SEE ELEVATION MATERIAL LEGEND. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 08.14 MANUAL PUSH-UP INSULATED LOCKABLE COUNTER DOOR (CORNELL IRON WORKS - MODEL ESC30 OR APPROVED EQUAL). 1 1 2'-0"3'-0" 5' - 0 " 3' - 0 " EQ EQ EQ EQ EQ EQ EQ EQ 1'-6"1'-6"2'-0"3'-0" BR O O M / VA C . 12.11 12.10 09.08 1'-6"1'-5"1'-7"1'-8"1'-7"1'-5"1'-6" 10'-8" 2'-6"1'-8"2'-6" EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 12.04 12.03 EQ EQ 12.10 11.14 22.25 F.V. PER EQP. 4'-2"8'-0" 1'-6"3'-3"1'-3"2'-0" EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 12.04 09.08 12.10 3' - 0 " 6" 05.34 11 ' - 0 " 3' - 0 " 3' - 6 " 06.16 16 A6.8 3" 3'-8"3'-8"3'-8"3'-8"3'-8"3'-8" 3"09.0805.35 7'-6"26.05 09.10 PA I N T L I N E 11 ' - 0 " 09.10 328A11.05 10.23 12.08 12.04 8' - 0 " 10'-0" 3' - 6 " 1' - 8 " 2' - 1 0 " 3' - 6 " 1' - 8 " 12.11 12.17 2'-6"1'-6"3'-0"2'-5" (4) EQ.DOORS 6'-0" (4) EQ.DOORS 6'-3" 11.11 11.17 W8 11.16 2'-6"1'-6"3'-0"2'-5"6'-0" 09.12 2' - 0 " 6' - 0 " 1' - 4 " 4" 1' - 0 1 / 2 " 1' - 4 " 2' - 0 " 3' - 2 " 6" 3' - 0 " 12.01 12.30 1'-9"2'-1 1/2"2'-6"1'-6" 26.21 6'-0" 1'-6" 12.06 22.16 22.23 12.04 1" 11.1609.08 10'-0" 3' - 6 " 3' - 0 " 12.17 12.06 12.01 26.17 3' - 6 " 6"7'-11"1'-6" EQ EQ EQ EQ EQ 6" 12.06 12.24 12.01 26.17 12.17 3"2'-0"3" 3' - 6 " PA I N T L I N E 11 ' - 0 " 09.10 10.23 3' - 0 " 5'-0" 319 12.02 09.03 3'-0" (8) EQ. DOORS 12'-0" 2" 12.02 12.04 12.08 09.08 324A 3' - 6 " 1' - 6 " 3' - 0 " 12'-0"2' - 6 " 2' - 0 " 4' - 6 " 6' - 0 " 3' - 0 " 9' - 0 " EQEQEQ 12.06 12.08 12.03 09.08 09.03 11.09 (8) EQ. DOORS 12'-1 1/2" (4) EQ. DOORS 6'-7" 12.18 CORK / WHITE BOARD10'-8 1/2" 1" 1'-3"1'-6" (4) EQ. DOORS 6'-7" 3' - 0 " 2' - 4 " 3' - 1 " 1" 26.20 12.14 12.19 12.02 11.06 3' - 0 " 1' - 6 " 3' - 1 1 " 11.16 8' - 5 " (6) EQ. DOORS 8'-9" 8' - 5 " 12.16 5' - 0 " 1' - 6 " 2' - 6 " 1'-3"5'-3"12.18 KNEE SPACE 2' - 6 " 3' - 6 " 3' - 0 " 10'-11" 3'-0" (3) EQ. DOORS 4'-9 1/2"3'-0" 9' - 0 " 1" 11.09 12.03 CORK / WHITE BOARD 12.06 09.08 09.03 12.04 6'-0"1'-11"3'-0" 1' - 4 " 6' - 0 " 7' - 4 " 2' - 1 0 " 1' - 6 " 1' - 4 " 1' - 8 " 11.05 12.08 12.04 22.17 11.08 2' - 6 " 3'-0"3'-0"1'-11" 1' - 6 " 3' - 0 " 10.23 1'-6"2'-6" 1"4'-1" 2' - 1 0 " 1' - 6 " 3' - 0 " 09.08 12.04 12.03 10.23 12.08 22.11 2' - 0 " 2' - 6 " 1'-6"2'-6" 4'-0" 1'-11 1/2"3'-0" 12.08 2' - 0 " 2' - 6 " 2' - 1 0 " 2' - 1 0 " 1' - 6 " 3' - 0 " 12.03 11.06 7' - 4 " 12.04 09.03 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 6 : 4 6 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 MILLWORK ELEVATIONS A6.5 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: # DATE DESCRIPTION 1 04.19.2023 Addendum scale: 1/4" = 1'-0"A6.5 1 RM.-319-MIL. ELEV. scale: 1/4" = 1'-0"A6.5 2 RM.-319-MIL. ELEV. scale: 1/4" = 1'-0"A6.5 3 RM.-319-MIL. ELEV. scale: 1/4" = 1'-0"A6.5 5 RM.-320-MIL. ELEV. scale:1/4" = 1'-0"A6.5 6 RM.-320-MIL. ELEV.scale: 1/4" = 1'-0"A6.5 7 RM.-320-ISLAND MIL. ELEV. scale: 1/4" = 1'-0"A6.5 8 RM.-320-ISLAND MIL. ELEV. scale: 1/4" = 1'-0"A6.5 9 RM.-320-ISLAND MIL. ELEV. scale: 1/4" = 1'-0"A6.5 10 RM.-320-ISLAND MIL. ELEV. scale:1/4" = 1'-0"A6.5 4 RM.-320-MIL. ELEV. scale: 1/4" = 1'-0"A6.5 11 RM.-324-MIL. ELEV. scale: 1/4" = 1'-0"A6.5 12 MILLWORK ELEV. (TYP.) scale: 1/4" = 1'-0"A6.5 13 RM.-329-MIL. ELEV. scale: 1/4" = 1'-0"A6.5 14 RM.-329-MIL. ELEV. scale: 1/4" = 1'-0"A6.5 15 MILLWORK ELEV. scale: 1/4" = 1'-0"A6.5 16 RM.-312-MIL. ELEV. scale: 1/4" = 1'-0"A6.5 17 OFFICE MIL. ELEV. (TYP.) scale: 1/4" = 1'-0"A6.5 18 RM.-304-MIL. ELEV. 05. METALS 05.34 2" DIA. METAL PIPE FOOT REST BLACK. 05.35 2" x 2" TUBE STEEL COUNTERTOP SUPPORT. 06. WOODS & PLASTICS 06.16 3-1/2" BUTCHER BLOCK COUNTERTOP. THICK PROTECTIVE CLEAR COAT LAYER. 09. FINISHES 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.08 BASE AS SCHEDULE. 09.10 DASHED LINE REPRESENTS TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE. LINE PAINTED PNT-2. WALL BELOW LINE PAINTED FIELD COLOR / ACCENT COLORS, SEE FINSH PLAN. 09.12 ACCENT TILE, SEE FINISH PLAN. 10. SPECIALTIES 10.23 AUTOMATIC TOWEL DISPENSER - GEORGIA PACIFIC "ENMOTION" OR APPROVED EQUAL. PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 11. EQUIPMENT 11.05 FULL SIZE FRIDGE, SHALL BE EQUIPPED WITH ICE/W ATER VERIFY SIZE WITH OWNER. SEE PLUMBING PLANS. 11.06 CONTRACTOR TO VERIFY WITH OWNERS REP. FOR FURNITURE OR EQUIPMENT, CONTRACTOR TO INSTILL AS REQUIRED. VERIFY SIZE & ELECTRICAL AND/OR PLUMBING REQUIREMENTS W/ OWNER. 11.08 MICROWAVE, N.I.C. - VERIFY SIZE OF OWNER PROVIDED APPLIANCE PRIOR TO FABRICATION. 11.09 FILING CABINET, TO BE LOCKABLE. 11.11 COUNTERTOP ICE/BEVERAGE DISPENSER, (LANCER OR APPROVED EQUAL) VERIFY SIZE OF OWNER PROVIDED, CONTRACTOR INSTALLED APPLIANCE. ALL BAG-IN-BOX, WATER FILTRATION SYSTEMS AND CO2 CANISTER NEED TO BE STORED ON OPPOSITE SIDE OF WALL. INSTALL PER MANUFACTURERS RECOMMENDATIONS. 11.14 BAG-IN-BOX LOCATION FOR SODA MACHINE INSIDE CABINET VERIFY NUMBER WITH OWNER PROVIDED EQUIPMENT. 11.16 HAFELE WASTE BIN PULL-OUT (2)52QT BINS MODEL#502.56.242 OR APPROVED EQUAL. PROVIDE 11.17 CUP DISPENSER (3) LOCATION. 12. FURNISHINGS 12.01 QUARTZ COUNTERTOP (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.02 QUARTZ COUNTERTOP AND 4" SPLASH (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.03 PROVIDE PLASTIC LAMINATE COUNTERTOP, COLOR: AS SELECTED BY OWNER. 12.04 PLASTIC LAMINATE CABINETRY, SEE FINISH SCHEDULE - PROVIDE TOEKICK MATERIAL TO MATCH BASE CABINET, TYP. 12.06 COUNTERTOP SUPPORT BRACKET. PROVIDE "SPEED BRACE" (OR EQUAL) SUPPORT BRACKETS AT OPEN KNEE SPACE WITH SPANS GREATER THAN 4'-0". 12.08 UPPER CABINET, PLASTIC LAMINATE CABINETS: SEE FINISH SCHEDULE. 12.10 MILLWORK OPEN CUBBIES, 18" DEEP, PLASTIC LAMINATE CABINETS: SEE FINISH SCHEDULE. 12.11 EXTRA DEEP FULL HEIGHT PLASTIC LAMINATE CABINETRY, SEE FINISH SCHEDULE 12.14 COUNTERTOP TO HAVE OPENING FOR WASTE AND SHREDDER, VERIFY SIZE & ELECTRICAL REQUIREMENTS W/ OWNER PROVIDED EQUIPMENT. 12.16 FULL HEIGHT CABINETRY, SEE FINISH SCHEDULE. 12.17 MILLWORK END PANEL. COLOR TO MATCH ADJACENT CABINETS. 12.18 TYPICAL BOX/BOX/FILE DRAWER PEDESTAL. PROVIDE KEYED LOCK ON BOTTOM FILE DRAWER, TYP. ENSURE THAT DRAWER WIDTH WILL ACCOMMODATE STANDARD HANGING FILE FOLDERS, TYP. VERIFY WITH OWNER WHICH CABINETS GET LOCKS. 12.19 THIS CABINET SHALL BE EQUIPPED WITH 10" STAINLESS STEEL GROMMET FOR TRASH / LINEN DROP AT THIS LOCATION. CONFIRM LOCATION WITH TENANT PRIOR TO FIELD CUTTING. 12.24 3/4" LAMINATE OVER BLACK BACKING WITH 1/2" REVEAL. 12.30 QUARTZ TRANSITION TOP WATERFALL EDGE AT ENDS, SUPPORT AS NEEDED. 22. PLUMBING 22.11 HAND WASH SINK, SEE PLUMBING DRAWINGS. 22.16 STAINLESS STEEL UNDERMOUNT SINK/FAUCET/DISPOSAL, WHERE APPLICABLE VERIFY WITH CABINET CLEARANCES (12" DIAMETER DISPOSAL WILL FIT) IF DISCREPANCIES CONTACT ARCHITECT, SEE MECH., PLUMB & ELEC. 22.17 STAINLESS STEEL SURFACE MOUNT SINK/FAUCET/DISPOSAL, WHERE APPLICABLE VERIFY WITH CABINET CLEARANCES (12" DIAMETER DISPOSAL WILL FIT) IF DISCREPANCIES CONTACT ARCHITECT, SEE MECH., PLUMB. & ELEC. 22.23 DISH WASHER VERIFY SIZE OF OWNER; CONTRACTOR INSTALLED APPLIANCE. TO ENSURE CABINET OPENING WILL ACCOMMODATE APPLIANCE. SEE PLUMBING. 22.25 CO2 CANISTER / TANK, SEE PLUMBING DRAWINGS. 26. ELECTRICAL 26.05 LIGHT FIXTURE, SEE ELECTRICAL. 26.17 DECORATIVE SUSPENDED PENDENT LIGHT FIXTURE EVENLY SPACED OVER ISLAND, SEE ELECTRICAL. 26.20 COORDINATE OUTLETS WITH MILLWORK FOR OWNER PROVIDED EQUIPMENT. 26.21 CONTRACTOR SHALL COORDINATE ELECTRICAL SWITCHES AND OUTLETS WITH MILLWORK FOR OWNER PROVIDED EQUIPMENT. VERIFY ELECTRICAL REQUIREMENTS AND LOCATION. 1 1 1 MELAMINE FINISHED INTERIOR SHEATHING, TYP. METAL FRAMED WALL ANCHORED TO FLOOR SOELBERG TEXTURED PANEL, 'TURBINE' IN (FLAT IRON) FRY REGLET "MILLWORK POST TERMINATION" TO SUPPORT PANEL 1/2" PLY. BACKING PAINTED 'BLACK' FRY REGLET "MILLWORK (Z) BRACKET" FULL LENGTH 1 3/4" 1/2" 1'-0"2'-0" 1 1/8" 2'-1 1/8" 4 1/4" 1" 2' - 4 1 / 2 " 1/ 2 " 1' - 0 " LED LINEAR LIGHT TO WASH FACE OF DECORATIVE PANEL BASE, AS SCHEDULED QUARTZ TRANSACTION TOP WITH WATERFALL ENDS 1 1 / 2 " 2' - 4 1 / 2 " FINISHED INTERIOR SHEATHING, TYP. BACK REMOVABLE PANEL WITH SAME COLOR FINISH HEAD SCREWS 1 1 / 2 " 10 1 / 2 " SOLID SURFACE COUNTERTOP & SOLID SURFACE TRANSACTION TOP. WITH 1/8" EASED & POLISHED EDGES. PROVIDE (2) OUTLETS AT EACH STATION . VERIFY WITH OWNER 2' - 6 " NOTE: PROVIDE WALL MOUNTED HEATER, VERIFY LOCATION WITH OWNER. 21' X 24" "SPEED BRACE", OR EQUAL WHERE SUPPORT SPAN IS GREATER THAN 3'-6". FINISH FLOOR AS SCHEDULED 1'-0"2'-0" 2"10" 1' - 0 " 2' - 6 " 1 1 / 2 " 2'-1" 10 " 6" 2'-1" 2 1/4" 1" 3' - 5 " 2"6"5/8" 2"3" METAL FRAMED WALL ANCHORED TO FLOOR TUBE STEEL ANCHORED TO FLOOR AND WELDED TO PLATE STEEL, SEE PLAN 1/4" PLATE STEEL WITH STAND-OFF, WATER-JET DESIGN PER OWNER SOLID SURFACE COUNTERTOP & SOLID SURFACE TRANSACTION TOP. WITH 1/8" EASED & POLISHED EDGES. PROVIDE (2) OUTLETS AT EACH STATION . VERIFY WITH OWNER 3-FORM CHROMA PANEL WITH LED LINEAR LIGHT BOX TO BACK LIGHT DECORATIVE PANEL STAND-OFF ATTACHED TO TUB STEEL POST 5" 1' - 3 1 / 2 " 1' - 3 1 / 2 " 5" QUARTZ WATERFALL ENDS 3' - 6 " PROVIDED SWITCHS FOR LIGHT BOX AND WINDOW SHADE CONTROLS QUAD BOX FOR DATA PULLS. DRILL HOLE(S) IN STUD WALL FOR DATA CABLE PASSAGE. SOELBERG TEXTURED PANEL, 'TURBINE' IN (FLAT IRON) FRY REGLET "MILLWORK POST TERMINATION" TO SUPPORT PANEL 1/2" PLY. BACKING PAINTED 'BLACK' FRY REGLET "MILLWORK (Z) BRACKET" FULL LENGTH LED LINEAR LIGHT TO WASH FACE OF DECORATIVE PANEL QUARTZ TRANSACTION TOP WITH WATERFALL ENDS 4 1 / 2 " 3 1 / 2 " 1/ 2 " 1' - 9 1 / 2 " 1"2'-6" 1' - 0 " 1'-0"1'-7" BASE, AS SCHEDULED 2 3/4" 1/2" 6"5/8"1'-8 1/8" 1' - 0 " 2' - 6 " FINISHED INTERIOR SHEATHING, TYP. BACK REMOVABLE PANEL WITH SAME COLOR FINISH HEAD SCREWS SOLID SURFACE COUNTERTOP & SOLID SURFACE TRANSACTION TOP. WITH 1/8" EASED & POLISHED EDGES. PROVIDE (2) OUTLETS AT EACH STATION . VERIFY WITH OWNER "SPEED BRACE", OR EQUAL WHERE SUPPORT SPAN IS GREATER THAN 3'-6". NOTE: PROVIDE WALL MOUNTED HEATER, VERIFY LOCATION WITH OWNER. WHITE MELAMINE CABINET INTERIORS, TYP. GYPSUM BOARD SOFFIT WHERE OCCURS, SEE INTERIOR ELEVATIONS AND REFLECTED CEILING PLANS 4" SE E I N T E R I O R E L E V A T I O N S WOOD CABINET, SEE MILLWORK FINISHES WOOD BASE UNLESS ROOM HAS SCHEDULED BASE SEE ELEVATIONS EQ EQ 1" RCP & FLOOR PLAN VARIES SEE VERIFY WITH PLANS 2'-0" TYP. PLASTIC LAMINATE SHELF WITH 1 mm PVC EDGE BANDING, CABINET INTERIORS TO MATCH EXTERIOR FINISH TYP. GYPSUM BOARD SOFFIT WHERE OCCURS, SEE INTERIOR ELEVATIONS AND REFLECTED CEILING PLANS 4" SE E I N T E R I O R E L E V A T I O N S 7' - 0 " T Y P . WOOD CABINET, SEE MILLWORK FINISHES WOOD BASE UNLESS ROOM HAS SCHEDULED BASE SEE ELEVATIONS RCP & FLOOR PLAN VARIES SEE VERIFY WITH PLANS 1'-6" TYP. WHITE MELAMINE CABINET INTERIORS, TYP. EQ VE R I F Y W I T H O W N E R E Q P . E Q S H E L V I N G EQ EQ 2" 2'-0" TYP. VERIFY WITH OWNER ADJUSTABLE OR FIXED SHELVING OPTIONAL: 12mm SOLID SURFACE COUNTER TOP WITH 1/8" EASED POLISHED EDGE AT EXPOSED SURFACES, AS SCHED. NOTE: PLASTIC LAMINATE SHALL BE INSTALLED AT ALL EXPOSED VERTICAL OR SLOPED MILLWORK SURFACES. EDGE BANDS; BASIS OF DESIGN: DOELLKEN "SPECLINE" 1mm EDGE NOTE: UPPER AND LOWER MICROWAVE CABINETS MAY NOT OCCUR DIRECTLY ABOVE EACH OTHER (AS SHOWN). SEE ELEVATIONS FOR LOCATIONS PLASTIC LAMINATE CABINET AND BODY LOWER CABINET. REFER TO SCHEDULE. FINISH T.B.D. LAMINATE OR RUBBER BASE TOE KICK. SEE SCHEDULE & ELEVATIONS 4" WIRE PULL. BRUSHED NICKEL FINISH 4" 1' - 0 1 / 4 " 1/ 4 " SE E E L E V A T I O N S NOTE: PLASTIC LAMINATE SHALL BE INSTALLED AT ALL EXPOSED VERTICAL OR SLOPED MILLWORK SURFACES. OWNER PROVIDED MICROWAVEDEDICATED ELECTRICAL OUTLET 1' - 3 " WHITE MELAMINE CABINET INTERIORS, TYP. PLASTIC LAMINATE SHELF WITH 1mm PVC EDGE BANDING 1/ 4 " 1'-0" TYP. X 1" VA R I E S 1/ 4 " 1' - 4 " 3/ 4 " SE E E L E V A T I O N S SE E E L E V A T I O N S PLASTIC LAMINATE CABINET AND BODY UPPER CABINET. REFER TO FINISH SCHEDULE CEILING PLANE DASHED LINE INDICATES SOFFIT, WHERE APPLICABLE, SEE ELEVATIONS DEDICATED ELECTRICAL OUTLET PLASTIC LAMINATE SHELF WITH 1 mm PVC EDGE BANDING OWNER PROVIDED MICROWAVE 3" 1'-11" MA X . 3' - 1 0 " MAX. 2'-0" ELECTRICAL OUTLET AND/OR SWITCH, WHERE APPLICABLE 12mm SOLID SURFACE COUNTER TOP & BACK SPLASH WITH 1/8" EASED POLISHED EDGE AT EXPOSED SURFACES, AS SCHED. 1" NOTE: PLASTIC LAMINATE SHALL BE INSTALLED AT ALL EXPOSED VERTICAL OR SLOPED MILLWORK SURFACES. EDGE BANDS; BASIS OF DESIGN: DOELLKEN "SPECLINE" 1mm EDGE CABINET INTERIORS TO MATCH EXTERIOR FINISH TYP. LAMINATE OR RUBBER BASE TOE KICK. SEE SCHEDULE & ELEVATIONS MELAMINE ADJUSTABLE SHELF 4" WIRE PULL. BRUSHED NICKEL FINISH 4" SE E E L E V A T I O N S ELECTRICAL OUTLET, WHERE APPLICABLE 1'-11" 6" 3" WHITE MELAMINE CABINET INTERIORS, TYP. ADJUSTABLE SHELVING 4" WIRE PULLS. BRUSHED NICKEL FINISH CEILING PLANE DASHED LINE INDICATES SOFFIT, WHERE APPLICABLE, SEE ELEVATIONS SE E E L E V A T I O N S X NOTE: PLASTIC LAMINATE SHALL BE INSTALLED AT ALL EXPOSED VERTICAL OR SLOPED MILLWORK SURFACES. EDGE BANDS; BASIS OF DESIGN: DOELLKEN "SPECLINE" 1mm EDGE 1'-0" SE E E L E V A T I O N S - F I E L D V E R I F Y S O F F I T H T S . 1" 1/ 4 " PLASTIC LAMINATE DRAWER FACE WITH H.D. DRAWER SLIDES PLASTIC LAMINATE CABINET . REFER TO ELEVATIONS & SCHEDULE. ELECTRICAL OUTLET AND/OR SWITCH, WHERE APPLICABLE 12mm SOLID SURFACE COUNTER TOP & BACK SPLASH WITH 1/8" EASED POLISHED EDGE AT EXPOSED SURFACES, AS SCHED. 1" 1/ 4 " 7" BASE AS SCHEDULED 1/ 4 " 2'-0" 4" 1/ 4 " 7" 1/ 4 " 1' - 1 1 / 2 " 4" 1 1 / 2 " SE E E L E V A T I O N COUNTERTOP AS SCHEDULED PLASTIC LAMINATE DRAWER FACE W/ 1mm PVC EDGE BANDING - H.D. DRAWER SLIDES BRUSHED NICK. WIRE PULL METAL CAM LOCK AND KEY TO MEET OWNER REQUIREMENTS PLASTIC LAMINATE FILE DRAWER. DRAWER TO BE SIZED TO ACCOMMODATE LETTER SIZE FOLDERS AND INCLUDE SUPPORT RAILS 4" SE E I N T E R I O R E L E V A T I O N S WOOD CABINET, SEE MILLWORK FINISHES WOOD BASE UNLESS ROOM HAS SCHEDULED BASE SEE ELEVATIONS RCP & FLOOR PLAN VARIES SEE VERIFY WITH PLANS 1'-6" TYP. WHITE MELAMINE CABINET INTERIORS, TYP. EQ VE R I F Y W I T H O W N E R E Q P . E Q S H E L V I N G EQ EQ 2" 2'-0" TYP. VERIFY WITH OWNER ADJUSTABLE OR FIXED SHELVING OPTIONAL: 12mm SOLID SURFACE COUNTER TOP WITH 1/8" EASED POLISHED EDGE AT EXPOSED SURFACES, AS SCHED. 1" 4" VERIFY WITH PLANS 1'-6" TYP. EQ EQ EQ 2" 2'-0" TYP. PLASTIC LAMINATE SHELF WITH 1 mm PVC EDGE BANDING, CABINET INTERIORS TO MATCH EXTERIOR FINISH TYP. NOTE: PLASTIC LAMINATE SHALL BE INSTALLED AT ALL EXPOSED VERTICAL OR SLOPED MILLWORK SURFACES. EDGE BANDS; BASIS OF DESIGN: DOELLKEN "SPECLINE" 1mm EDGE PLASTIC LAMINATE SHELF WITH 1 mm PVC EDGE BANDING, CABINET INTERIORS TO MATCH EXTERIOR FINISH TYP. SE E I N T E R I O R E L E V A T I O N S 7' - 0 " T Y P . WOOD BASE UNLESS ROOM HAS SCHEDULED BASE SEE ELEVATIONS VERIFY WITH PLANS 1'-6" TYP. WHITE MELAMINE CABINET INTERIORS, TYP. EQ VE R I F Y W I T H O W N E R E Q P . E Q S H E L V I N G EQ EQ 2" 2'-0" TYP. VERIFY WITH OWNER ADJUSTABLE OR FIXED SHELVING NOTE: PLASTIC LAMINATE SHALL BE INSTALLED AT ALL EXPOSED VERTICAL OR SLOPED MILLWORK SURFACES. EDGE BANDS; BASIS OF DESIGN: DOELLKEN "SPECLINE" 1mm EDGE 3' - 0 " PLASTIC LAMINATE SHELF WITH 1 mm PVC EDGE BANDING, CABINET INTERIORS TO MATCH EXTERIOR FINISH TYP. EQ EQ PLASTIC LAMINATE SHELF WITH 1 mm PVC EDGE BANDING, CABINET INTERIORS TO MATCH EXTERIOR FINISH TYP. SE E I N T E R I O R E L E V A T I O N S 7' - 0 " WOOD BASE UNLESS ROOM HAS SCHEDULED BASE SEE ELEVATIONS VERIFY WITH PLANS 1'-6" TYP. WHITE MELAMINE CABINET INTERIORS, TYP. EQ VE R I F Y W I T H O W N E R E Q P . E Q S H E L V I N G EQ EQ 2" SEE PLAN MAY VARY 2'-0" TYP. VERIFY WITH OWNER ADJUSTABLE OR FIXED SHELVING NOTE: PLASTIC LAMINATE SHALL BE INSTALLED AT ALL EXPOSED VERTICAL OR SLOPED MILLWORK SURFACES. EDGE BANDS; BASIS OF DESIGN: DOELLKEN "SPECLINE" 1mm EDGE 3' - 0 " PLASTIC LAMINATE SHELF WITH 1 mm PVC EDGE BANDING, CABINET INTERIORS TO MATCH EXTERIOR FINISH TYP. EQ EQ VERIFY WITH PLANS 1'-6" TYP. EQ VE R I F Y W I T H O W N E R E Q P . E Q S H E L V I N G EQ EQ 2" SEE PLAN MAY VARY 2'-0" TYP. 3' - 0 " EQ EQ COUNTERTOP & TRANSACTION TOP WITH EASED & POLISHED EDGES. PROVIDE (2) 2" GROMMETS AT EACH STATION. VERIFY WITH OWNER METAL FRAMED WALL FURRING ELECTRICAL METAL FLEX CONDUIT PULLED THROUGH NEW WALL, TERMINATING AT QUAD- RECEPTACLE, IN BACK OF CABINET,AT EACH WORK STATION QUAD BOX , BACK OF CABINET, FOR DATA PULLS. DRILL HOLE(S) IN STUD WALL FOR DATA CABLE PASSAGE. PLASTIC LAMINATE COVERED SLIDING SHELF WITH PVC EDGE BANDING, ON HEAVY DUTY SLIDING HARDWARE LAMINATE OR RUBBER BASE PLASTIC LAMINATE DRAWER FACE WITH HEAVY DUTY DRAWER SLIDES P-LAM CABINET SIDE PANEL WITH 1mm PVC EDGE BANDING BRUSHED NICKEL WIRE PULL NOTE: ALL WOOD VENEER & TRIM SPECIES (AND STAIN) TO MATCH BUILDING STD. P. LAM. EDGES TO HAVE MATCHING 1mm PVC RECTANGULAR EDGE BANDING 2' - 6 " 4" 8" 2'-6" VE R I F Y W I T H E Q P . 1' - 4 " FINISH FLOOR EXISTING TO REMAIN CONTINUOUS COUNTERTOP ATTACHED TO TUBE STEEL WITH STEEL TABS (2). WELD TABS TO TOP OF TUBE STEEL RAW TUBE STEEL W/ CLEAR COAT FINISH HSS2x2x5/16 WHERE EXPOSED, CAP ENDS OF TUBE STEEL GRIND AND SMOOTHED ENDS WITH EASED EDGES. DASHED LINES REPRESENT FACE PLAT AND ELECTRICAL BOX, SEE ELECTRICAL PLANS CAP BOTTOM OF TUBE STEEL POST, GRIND AND SMOOTHED WITH EASED EDGES. RAW TUBE STEEL W/ CLEAR COAT FINISH LEGS. HSS2x2x5/16 @ 3'-8" ON CENTER FURNITURE BY OTHERS FULL BED WELD 3 1 / 2 " 3' - 2 1 / 2 " 3"1'-6" 3' - 6 " 1' - 6 " 1' - 1 0 1 / 2 " RAW TUBE STEEL W/ CLEAR COAT FINISH LEGS. HSS2x2x5/16 @ 3'-8" ON CENTER 3/8" BOLT ANCHOR TO MASONRY VERIFY W/ WIN. DTL. 2" 2" 11 " 1'-7 1/2"1 1/2" 2" VERIFY WALL FURRING w/ LEGEND GAP FROM WALL 1" 2" DIA. RAW TUBE STEEL W/ CLEAR COAT FINISH ANCHORED TO FLOOR. 2'-0" 1'-7" MAX 8" MIN 11" MIN. 9" M I N MA X 2' - 3 " M I N C L E A R 2' - 1 0 " T O T O P O F S I N K R I M COUNTERTOP SKIRT TO MATCH ADJ. MILLWORK SEALANT AROUND EDGE OF SINK NOTE: FRONT APPROACH UNLESS A VARIANCE IS GRANTED. DO NOT USE A SINK WITH THE CONTROLS DEEPER THAN 19" FOR A FRONT APPROACH. FINISH WALL ACCESSIBLE FAUCET BACKSPLASH. INTEGRAL TO COUNTERTOP IF PLASTIC LAMINATE IS INSTALLED ACCESSIBLE SINK REMOVABLE PANEL ON "Z-CLIPS" LINE OF BASE CABINET BEYOND, (IF APPLICABLE) 6 1 / 2 " COUNTERTOP. SEE FINISH SCHEDULE WHITE MELAMINE CABINET INTERIORS, TYP. WHITE MELAMINE CABINET INTERIORS, TYP. ADJUSTABLE SHELVING LAMINATE OR RUBBER BASE TOE KICK. SEE SCHEDULE & ELEVATIONS 4" WIRE PULLS. BRUSHED NICKEL FINISH CEILING PLANE DASHED LINE INDICATES SOFFIT, WHERE APPLICABLE, SEE ELEVATIONS MELAMINE ADJUSTABLE SHELF 4" WIRE PULL. BRUSHED NICKEL FINISH 6" 4" 1/ 8 " 1' - 1 1 7 / 8 " 1/ 4 " SE E E L E V A T I O N S SE E E L E V A T I O N S X SE E E L E V A T I O N S - F I E L D V E R I F Y S O F F I T H T S . 1'-11" 1'-0" 1" 1/ 4 " 3" PLASTIC LAMINATE DRAWER FACE WITH H.D. DRAWER SLIDES NOTE: PLASTIC LAMINATE SHALL BE INSTALLED AT ALL EXPOSED VERTICAL OR SLOPED MILLWORK SURFACES. EDGE BANDING: BASIS OF DESIGN: DOELLKEN "SPECLINE" 1mm EDGE PLASTIC LAMINATE CABINET . REFER TO ELEVATIONS & SCHEDULE. PLASTIC LAMINATE CABINET . REFER TO ELEVATIONS & SCHEDULE. ELECTRICAL OUTLET AND/OR SWITCH, WHERE APPLICABLE 4" 12mm SOLID SURFACE COUNTER TOP & BACK SPLASH WITH 1/8" EASED POLISHED EDGE AT EXPOSED SURFACES, AS SCHED. 1" ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 6 : 5 0 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 MILLWORK DETAILS A6.8 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION scale: 1" = 1'-0"A6.8 1 RECEPTION DESK SECTION scale: 1" = 1'-0"A6.8 2 MILLWORK SECTION scale:1" = 1'-0"A6.8 3 RECEPTION DESK SECTION-ADA # DATE DESCRIPTION 1 04.19.2023 Addendum scale: 1" = 1'-0"A6.8 15 CABINETRY FULL HEIGHT scale: 1" = 1'-0"A6.8 8 OPEN TOP CABINETRY FULL HEIGHT scale: 1" = 1'-0"A6.8 5 MICROWAVE BASE/UPPER CABINET scale: 1" = 1'-0"A6.8 6 OPEN BASE CABINET + UPPERS scale:1" = 1'-0"A6.8 7 TYP. BOX-BOX-FILE scale: 1" = 1'-0"A6.8 11 DOUBLE WIDE OPEN TOP CABINETRY scale: 1" = 1'-0"A6.8 9 OPEN SHELVING CABINETRY scale: 1" = 1'-0"A6.8 12 OPEN SHELVING DOUBLE CABINETRY scale: 1" = 1'-0"A6.8 4 RECEPTION DESK SECTION (OPTIONAL PRINTER) scale:1" = 1'-0"A6.8 16 BAR TOP @ WINDOW SECTION 1 scale:1" = 1'-0"A6.8 10 ADA KITCHEN SINK scale: 1" = 1'-0"A6.8 14 STANDING HT CABINET + UPPERS 1 18'-3 7/8" 5' - 0 " 6" 1' - 0 " 4' - 0 " 1' - 0 " ROLLED 2X6 HSS STEEL SECTION, RAW STEEL WITH CLEAR COAT FINISH. CAP OPEN ENDS ROUGH SAWN 2X6 TIMBER PERLINS WITH STAINED FINISH TO MATCH WOOD CEILING 'CLOUDS' 3" X 3" X 1/4" PLATE WELDED TO HSS TO RECEIVE AIRCRAFT CABLE TURNBUCKLE HARDWARE TO BE SUPPORTED BY UNI-STRUT STRUCTURE ABOVE. EXPOSED BULB AND CORD LIGHT FIXTURES WRAPPED AROUND 2X6 PERLINS. HEIGHTS SHOWN ARE GENERAL PARAMETERS. LENGTHS ARE TO BE RANDOM WITHIN THE RANGE INDICATED. SEE ELECTRICAL ROLLED 2X6 HSS STEEL SECTION, RAW STEEL WITH CLEAR COAT FINISH. CAP OPEN ENDS EXPOSED BULB AND CORD LIGHT FIXTURES WRAPPED AROUND 2X6 PERLINS. HEIGHTS SHOWN ARE GENERAL PARAMETERS. LENGTHS ARE TO BE RANDOM WITHIN THE RANGE INDICATED. SEE ELECTRICAL ROUGH SAWN 2X6 TIMBER PERLINS WITH STAINED FINISH TO MATCH WOOD CEILING 'CLOUDS' 3" X 3" X 1/4" PLATE WELDED TO HSS TO RECEIVE AIRCRAFT CABLE TURNBUCKLE HARDWARE TO BE SUPPORTED BY UNI-STRUT STRUCTURE ABOVE. 6' - 0 " 6'-0" 6" 3 X 3 STEEL ANGLE WITH MITERED CORNERS, RAW STEEL WITH CLEAR COAT FINISH 2 1/2" X 3" X 1/4" PLATE WELDED TO TOP SIDE OF ANGLE TO RECEIVE AIRCRAFT CABLE TURNBUCKLE HARDWARE TO BE SUPPORTED BY UNI-STRUT STRUCTURE ABOVE, SEE DETAIL WEATHERED WOOD VENEER OVER 3/4" T&G PLYWOOD, SEE DETAIL 6" T O 9 0 1 6 ° T O 9 0 1 2 °T O 9 0 8 °TO 90 4° 16° 12° 8°4° 1'-4" 2'-0" 2'-0" 2'-0"2'-0"2'-0"2 '-0 " 2 '-0 " 2 '-0 " 1 '-4 " 18'-0" R 27'-9"B.O. TRELLIS 109'-6" 18'-8 1/16" R 2 8 ' - 3 " B.O. TRELLIS 109'-6" T.O. STEEL TUBE 111'-6" 6" 1' - 0 " 6"6" 1' - 0 " 6" T O 9 0 1 4 ° 2 '-2 1 /2 "2'-2 1/2" 3" 3 " ROUGH SAWN 2X6 TIMBER PERLINS WITH STAINED FINISH TO MATCH WOOD CEILING 'CLOUD' 1/4" THROUGH BOLT WITH 3/4" FENDER WASHER THROUGH TIMBER AND SUPPORT PLATE 4" x 2" x 1/8" STEEL PLATE WITH FILLET WELD TO SECURE TO HSS BELOW. ROLLED 2x6 HSS STEEL SECTION, RAW STEEL WITH CLEAR COAT FINISH. CAP OPEN ENDS. 2 1/2" 4" ROUGH SAWN 9-1/2"x4-1/2"x5'-0" TIMBER MANTLE WITH STAINED FINISH TO MATCH WOOD CEILING 'CLOUD' 1/2" ROD WELDED TO 4" BACK PLATE LAGGED TO WOOD BLOCK STONE VENEER OVER VAPOR BARRIER OVER OSB SHEATHING. SOLID WOOD BLOCKING BETWEEN STUD FRAMING AS REQUIRED. 1'-0" 4 1 / 2 " 8" PRIVIDE TIGHT KNIFE PLATE CONNECTION TO HOLD IN PLACE. OPTIONAL TO USE 3/16" DIA. HOLE TO RECIVE 1/4" COUPLER PIN. 2-1/2"x3"x1/4" PLATE WELDED TO TOP SIDE OF ANGLE TO RECEIVE AIRCRAFT CABLE TURNBUCKLE HARDWARE TO BE SUPPORTED BY UNI-STRUT STRUCTURE ABOVE, SEE DTL. PAINTED TO MATCH STRUCTURE ABOVE 3"x3" ANGLE WEATHERED WOOD WITH CLEAR FINISH BRAD NAILED INTO 3/4" OSB SHEATHING 3" 3" 3" 2 1/2" ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 7 : 0 0 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 EVENT CENTER CANOPY DETAILS A6.9 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION scale: 1/2" = 1'-0"A6.9 1 TRELLIS PLAN scale: 1/2" = 1'-0"A6.9 2 TRELLIS ELEVATION scale:1 1/2" = 1'-0"A6.9 3 TRELLIS ATTACHMENT DTL. scale: 1 1/2" = 1'-0"A6.9 4 MANTLE SECTION DTL. scale:A6.9 10 REFERENCE VIEW scale:1/2" = 1'-0"A6.9 5 CLOUD PLAN DTL. (UNDERSIDE) scale:1 1/2" = 1'-0"A6.9 6 CLOUD ATTACHMENT DTL. ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 7 : 0 5 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 DOOR SCHEDULE A7.1 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION DOOR SCHEDULE Associated Room Room Number Door Number Fire Rating Hardware Type DOOR DOOR FRAME DETAILS Door Number CommentsType Material Width Height Type Material Threshold Jamb Head F.F. Level 1 ENTRANCE LOBBY 102 100 PER MFR. KEY-CARD ACCESS ELEVATOR S.S. 4'-0" 8'-0" PER MFR. ALUM. PER MFR. PER MFR.PER MFR. 100 VESTIBULE 101 101A - ENTRANCE A GLASS 6'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 101A ENTRANCE LOBBY 102 101B ENTRANCE A GLASS 6'-0" 8'-0" 2 ALUM.- PER MFR. PER MFR. 101B ENTRANCE LOBBY 102 102 - KEY-CARD ACCESS F GLASS 3'-0" 8'-0" PER MFR. PER MFR. - 1/A7.3 2/A7.3 102 VESTIBULE 103 103A ENTRANCE A GLASS 6'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 103A WAITING 104 103B ENTRANCE A GLASS 6'-0" 8'-0" 2 ALUM. - PER MFR. PER MFR. 103B RECEPT. 105 105 - LOCKING D WD 3'-6" 8'-0" - - - 14/A7.3 15/A7.3 105 LOCKING HARDWARE KIDS 106 106 - PER MFR. F GLASS 3'-0 1/2" 8'-0" - - - 1/A7.3 2/A7.3 106 ADMIN. 107 107 - KEY-CARD ACCESS C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 107 CONSULT 108 108 - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 108 TESTING 109 109 - OFFICE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 109 ADMIN.STORAGE 110 110 - KEY-CARD ACCESS F GLASS 3'-2" 8'-0" PER MFR. PER MFR. - 1/A7.3 2/A7.3 110 TECHNOLOGY 111 111 - OFFICE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 111 FIRE RISER 112 112 - ENTRANCE E HM 3'-0" 7'-0" 1 HM 1/A7.2 7/A7.3 SIM. 7/A7.3 SIM. 112 I.T. 113 113 - STORAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 113 STAIR 114 114A - KEY-CARD ACCESS B GLASS 3'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 114A STAIR 114 114B 1 hr. KEY-CARD ACCESS B GLASS 3'-0" 7'-10" 2 ALUM. - PER MFR. PER MFR. 114B TGP OR APPROVED EQ. 116 - PER MFR. L GLASS /ALUM. PER MFR. PER MFR. SOCKET SILL PER MFR. PER MFR. 116 ADL FAMILY / LAUNDRY / BED RM. 116 116A - PER MFR. H GLASS 3'-7 1/4" 8'-0 1/4" PER MFR. ALUM. - 4/A7.3 4/A7.3 116A ADL FAMILY / LAUNDRY / BED RM. 116 116B - CLOSET C WD 5'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 116B DOUBLE DOOR UNISEX R.R. W/ SHOWER 117 117 - PRIVACY C WD 3'-0" 8'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 117 ADL KITCHEN 118 118 - KEY-CARD ACCESS B GLASS 3'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 118 ADL PANTRY 119 119 - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 119 SENSORY RM. 120 120 - KEY-CARD ACCESS F GLASS 3'-0" 8'-0" PER MFR. PER MFR. - 1/A7.3 2/A7.3 120 STORAGE 121 121 - KEY-CARD ACCESS C WD 4'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 121 DOUBLE DOOR GYM 122 122A - KEY-CARD ACCESS B GLASS 3'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 122A 122B - PER MFR. G GLASS /ALUM. 12'-0" 10'-0" PER MFR. ALUM. 3/A7.2 10/A7.3 11/A7. 122B GYM 122 122C - KEY-CARD ACCESS E HM 3'-8" 7'-0" 1 HM 1/A7.2 8/A7.3 9/A7.3 122C GYM 122 122D - KEY-CARD ACCESS F GLASS 3'-0" 8'-0" PER MFR. PER MFR. - 1/A7.3 2/A7.3 122D UNISEX R.R. 123 123 - PRIVACY C WD 3'-0" 8'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 123 JAN. 124 124 - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 124 GYM 122 125 - PER MFR. F GLASS 6'-0" 8'-0" PER MFR. - - 1/A7.3 2/A7.3 125 PT TREATMENT 126 126 - KEY-CARD ACCESS F GLASS 6'-0" 8'-0" PER MFR. - - 1/A7.3 2/A7.3 126 OT / PT TESTING / TREATMENT 127 127 - OFFICE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 127 ELECTRICAL RM. 128 128 - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 128 OT / PT TREATMENT 129 129 - OFFICE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 129 QUIET 130 130 - OFFICE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 130 LOCKING HARDWARE STAFF UNISEX R.R. 131 131 - KEY-CARD ACCESS C WD 3'-0" 8'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 131 MENS 132 132 - PASSAGE C WD 3'-0" 8'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 132 WOMENS 133 133 - PASSAGE C WD 3'-0" 7'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 133 ENTRANCE LOBBY 102 134 1 hr. KEY-CARD ACCESS B GLASS 3'-0" 8'-0" 2 ALUM. - PER MFR. PER MFR. 134 TGP OR APPROVED EQ. EVENT I.T. / STOR. 135 135 1.5 hr STORAGE C WD 3'-0" 7'-0" 1 HM - 8/A7.3 9/A7.3 135 ENTRANCE LOBBY 102 136A 1.5 hr. LOCKING PER OWNER WD 6'-4"8'-4" 2 HM 4/A7.2 8/A7.3 9/A7.3 136A 136B - PER MFR. M GLASS /ALUM. PER MFR. PER MFR. UNIVER SILL. PER MFR. PER MFR. 136B EVENT CENTER 136 136C - ENTRANCE A GLASS 6'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 136C EVENT CENTER 136 136D - ENTRANCE A GLASS 6'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 136D EVENT STORAGE 137 137 1.5 hr. STORAGE C WD 6'-4" 7'-0" 1 HM - 8/A7.3 9/A7.3 137 DOUBLE DOOR EVENT CENTER 136 138 - STORAGE C WD 3'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 138 EVENT CENTER 136 139A - PASSAGE C WD 3'-6" 8'-0" 1 HM - 7/A7.3 7/A7.3 139A FOOD PREP ROOM 139 139B - ENTRANCE E HM 3'-8" 7'-0" 1 HM 1/A7.2 8/A7.3 9/A7.3 139B OUTDOOR PATIO 140 139C - LOCKING MTL. / INS. 6'-0" 4'-8" PER MFR. PER MFR. PER MFR. 13/A7.3 12/A7.3 139C F.F. Level 2 LOUNGE 201 200 PER MFR. KEY-CARD ACCESS ELEVATOR S.S. 4'-0" 8'-0" PER MFR. ALUM. PER MFR. PER MFR.PER MFR. 200 LOUNGE 201 201 - KEY-CARD ACCESS F GLASS 3'-0" 8'-0" PER MFR. PER MFR. - 1/A7.3 2/A7.3 201 LOUNGE 201 202 - PRIVACY C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 202 UNISEX 203 203 - PRIVACY C WD 3'-0" 8'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 203 EVENT FAMILY 204 204 - PRIVACY C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 204 JAN. 205 205 - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 205 STAIR 206 206 1 hr. KEY-CARD ACCESS B GLASS 3'-0" 7'-9" 2 ALUM. - PER MFR. PER MFR. 206 TGP OR APPROVED EQ. WOMENS 208 207 - PRIVACY C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 207 WOMENS 208 208 - PASSAGE C WD 3'-0" 7'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 208 MENS 209 209 - PASSAGE C WD 3'-0" 7'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 209 UNISEX STAFF R.R. 210 210 - KEY-CARD ACCESS C WD 3'-0" 8'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 210 STORAGE 211 211 STORAGE C WD 3'-0" 7'-0" 1 HM - 7/A7.3 7/A7.3 211 MEZZANINE 212 212 - KEY-CARD ACCESS F GLASS 3'-1" 7'-11" PER MFR. PER MFR. - 1/A7.3 2/A7.3 212 OT /PT TREATMENT 213 213A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 213A OT /PT TREATMENT 213 213B - CLOSET C WD 4'-10" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 213B DOUBLE DOOR SPEECH 15 214 214A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 214A SPEECH 15 214 214B - CLOSET C WD 4'-7" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 214B DOUBLE DOOR SPEECH 14 215 215A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 215A SPEECH 14 215 215B - CLOSET C WD 5'-8" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 215B DOUBLE DOOR SPEECH 16 216 216A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 216A SPEECH 16 216 216B - CLOSET C WD 4'-7" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 216B DOUBLE DOOR SPEECH 13 217 217A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 217A SPEECH 13 217 217B - CLOSET C WD 5'-8" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 217B DOUBLE DOOR OT /PT TREATMENT 218 218A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 218A OT /PT TREATMENT 218 218B - CLOSET C WD 4'-7" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 218B DOUBLE DOOR SPEECH 12 219 219A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 219A SPEECH 12 219 219B - CLOSET C WD 5'-8" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 219B DOUBLE DOOR MEZZANINE 212 220 - KEY-CARD ACCESS F GLASS 3'-1 1/2" 7'-11" PER MFR. PER MFR. - 1/A7.3 2/A7.3 220 # DATE DESCRIPTION 1 04.19.2023 Addendum DOOR SCHEDULE CONTINUED Associated Room Room Number Door Number Fire Rating Hardware Type DOOR DOOR FRAME DETAILS Door Number CommentsType Material Width Height Type Material Threshold Jamb Head F.F. Level 2 STOR. 221 221 - KEY-CARD ACCESS C WD 3'-0" 8'-0" 1 HM 221 SPEECH 11 222 222A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 222A SPEECH 11 222 222B - CLOSET C WD 5'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 222B DOUBLE DOOR SPEECH 10 223 223A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 223A SPEECH 10 223 223B - CLOSET C WD 5'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 223B DOUBLE DOOR STAIRS 224 224 1 hr. KEY-CARD ACCESS B GLASS 3'-0" 7'-9 1/2" 2 ALUM. - PER MFR. PER MFR. 224 TGP OR APPROVED EQ. SPEECH 9 225 225A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 225A SPEECH 9 225 225B - CLOSET C WD 5'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 225B DOUBLE DOOR SPEECH 6 226 226A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 226A SPEECH 6 226 226B - CLOSET C WD 4'-10" 7'-0" 1 HM - 7/A7.3 7/A7.3 226B DOUBLE DOOR SPEECH 8 227 227A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 227A SPEECH 8 227 227B - CLOSET C WD 5'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 227B DOUBLE DOOR SPEECH 5 228 228A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 228A SPEECH 5 228 228B - CLOSET C WD 4'-10" 7'-0" 1 HM - 7/A7.3 7/A7.3 228B DOUBLE DOOR SPEECH 7 229 229A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 229A SPEECH 7 229 229B - CLOSET C WD 5'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 229B DOUBLE DOOR SPEECH 4 230 230A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 230A SPEECH 4 230 230B - CLOSET C WD 4'-10" 7'-0" 1 HM - 7/A7.3 7/A7.3 230B DOUBLE DOOR STORAGE 231 231A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 231A STORAGE 231 231B - CLOSET C WD 4'-10" 7'-0" 1 HM - 7/A7.3 7/A7.3 231B DOUBLE DOOR SPEECH 3 232 232A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 232A SPEECH 3 232 232B - CLOSET C WD 4'-10" 7'-0" 1 HM - 7/A7.3 7/A7.3 232B DOUBLE DOOR SPEECH 1 233 233A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 233A SPEECH 1 233 233B - CLOSET C WD 4'-10" 7'-0" 1 HM - 7/A7.3 7/A7.3 233B DOUBLE DOOR SPEECH 2 234 234A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 234A SPEECH 2 234 234B - CLOSET C WD 4'-10" 7'-0" 1 HM - 7/A7.3 7/A7.3 234B DOUBLE DOOR F.F. LEVEL 3 ELEVATOR LOBBY 301 300 PER MFR. KEY-CARD ACCESS ELEVA TOR S.S. 4'-0" 8'-0" PER MFR. ALUM. PER MFR. PER MFR. PER MFR.300 RECEPT. / WAITING 302 302B - KEY-CARD ACCESS F GLASS 6'-0" 8'-0" - - - 1/A7.3 2/A7.3 302B DOUBLE DOOR RECEPT. / WAITING 302 303A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 303A HALLWAY 331 303B - KEY-CARD ACCESS C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 303B CONF. 305 305A - PER MFR. F GLASS 3'-0 1/2" 8'-0" - - - 1/A7.3 2/A7.3 305A CONF. 305 305B - PER MFR. F GLASS 3'-0 1/2" 8'-0" - - - 1/A7.3 2/A7.3 305B EX, OFFICE 306 306 - OFFICE C WD 3'-0" 8'-0" 3 HM PRIVACY 7/A7.3 7/A7.3 306 OFFICE 307 307 - EXAM C WD 3'-0" 8'-0" 4 HM PRIVACY 7/A7.3 7/A7.3 307 OFFICE 308 308 - EXAM C WD 3'-0" 8'-0" 4 HM PRIVACY 7/A7.3 7/A7.3 308 OFFICE 309 309 - EXAM C WD 3'-0" 8'-0" 4 HM PRIVACY 7/A7.3 7/A7.3 309 OFFICE 310 310 - EXAM C WD 3'-0" 8'-0" 4 HM PRIVACY 7/A7.3 7/A7.3 310 HALLWAY 303 311 - EXAM C WD 3'-0" 8'-0" 4 HM PRIVACY 7/A7.3 7/A7.3 311 BKR. 312 312 - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 312 BKR. 312 313 - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 313 ELEVATOR LOBBY 301 314 - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 314 STAIR 315 315 1 hr. KEY-CARD ACCESS B GLASS 3'-0" 7'-8" 2 ALUM. - PER MFR. PER MFR. 315 TGP OR APPROVED EQ. WOMENS 317 316 - PRIVACY C WD 3'-0" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 316 WOMENS 317 317 - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 317 MENS 318 318 - PASSAGE C WD 3'-0" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 318 PANTRY / STORAGE 319 319 - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 319 HALLWAY 331 320 - KEY-CARD ACCESS F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 320 STORAGE 321 321A - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 321A STORAGE 321 321B - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 321B CONNECTION OFFICE 322 322 - OFFICE F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 322 CONNECTION OFFICE 323 323 - OFFICE F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 323 BKR 320 324A - PASSAGE F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 324A OUTDOOR PATIO 325 324B - ENTRANCE B GLASS /ALUM. 3'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 324B CONNECTION OFFICE 326 326A - OFFICE F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 326A OUTDOOR PATIO 325 326B - ENTRANCE B GLASS /ALUM. 3'-0 1/2" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 326B UNISEX R.R. 327 327 - PRIVACY C WD 3'-0" 8'-0" 2 ALUM. 4/A7.2 7/A7.3 7/A7.3 327 BKR 320 328A - OFFICE F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 328A CONNECTIONS OFFICE 328 328B - ENTRANCE B GLASS /ALUM. 3'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 328B CONNECTIONS OFFICE 330 330 - OFFICE F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 330 BKR 320 331 - KEY-CARD ACCESS F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 331 STAIR 332 332 1 hr. KEY-CARD ACCESS B GLASS 3'-0" 7'-8" 2 ALUM. - PER MFR. PER MFR. 332 TGP OR APPROVED EQ. ROOF PLAN STAIR 401 401 - ENTRANCE E HM 3'-4" 6'-8" 1 HM 1/A7.2 SIM. 8/A7.3 9/A7.3 401 1 GYM 122 ENTRANCE LOBBY 102 19'-0" 9'-0" 14'-0" 9'-0"EVENT CENTER 136 1/2" INSULATED, TEMPERED GLASS WINDOWS ANODIZED ALUMINUM, INSULATED FRAME, COLOR TO MATCH STOREFRONT. HIGH LIFT OVERHEAD DOOR MODEL 521 1/2" TEMPERED GLAZING 100K HIGH-CYCLE SPRINGS W/ HIGH USAGE COMPONENTS ELECTRIC OPERATOR, BOTTOM SENSING EDGE 1HP RHX DOOR OPERATOR COLOR TO MATCH STOREFRONT WALL SEE SCHEDULE SE E S C H E D U L E G DOOR FRAME TYPES SE E D O O R S C H E D U L E VA R I E S VARIES HOLLOW METAL FRAME, PAINTED WITH HIGH PERFORMANCE SEMI-GLOSS FINISH. VARIES ANODIZED ALUM. WALL FRAME 1 2 2" 2" 2" 2" 2" 2"MA S O N R Y 4" TTT NOTE: -DOOR ON HINGE SIDE NEED TO BE MIN. 5" CLEAR FROM ADJACENT WALL. -DOOR FRAMES COLOR TO BE SHERWIN WILLIAMS ACIER SW 9170 IN SEMI-GLOSS ALKYD ENAMEL. SEE DOOR SCHEDULE SE E D O O R S C H E D U L E VA R I E S CONCEALED CLOSER INSETSLIDE DOOR WIDTH'S CLEAR OPENING 32" 33" *36" 38" 40 3/4" 42" 48" ROUGH OPENING 74 1/2" 76 1/2" 82 1/2" 86 1/2" 92" 94 1/2" 106 1/2" DOOR LEAF 39 1/4" 40 1/4" 43 1/4" 45 1/4" 48" ^49 1/4" ^55 1/4" FRAME WIDTH 72 1/2" 74 1/2" 80 1/2" 84 1/2" 90" 92 1/2" 104 1/2" CLEAR OPENING 83 1/2" 83 3/4" 84" 86" 95" 96" 100" ROUGH OPENING 87 7/8" 88 1/8" 88 3/8" 90 3/8" 99 3/8" 100 3/8" 104 3/8" DOOR LEAF 83 3/4" 84 84 1/4" 86 1/4" 95 1/4" 96 1/4" 100 1/4" OVERALL FRAME HEIGHT 88 7/8" 89 1/8" 89 3/8" 91 3/8" 100 3/8" 101 3/8" 105 3/8" INSETSLIDE DOOR HEIGHT'S 5 3 / 8 " ROUGH OPENING ROUGH OPENING CLEAR OPENING 4 1/2" DOOR LEAF OVERALL FRAME CL E A R O P E N I N G ( C . O . ) OV E R A L L H E I G H T DOOR LEAF DO O R L E A F CL E A R O P E N I N G ( C . O . ) RO U G H O P E N I N G ( R . O . ) 1" "FROSTED" FILM APPLIED TO WINDOW AT HEIGHT SHOWN, COORDINATE PATTERN AND OPACITY WITH TENANT PRIOR TO INSTALL. "FROSTED" FILM APPLIED ON ALL OFFICES, VERIFY WITH OWNER. VE R I F Y W / OW N E R S R E P . 2' - 6 " 2' - 6 " 2 ' - 6 " DOOR TYPES SEE SCHEDULE NOTE: T = TEMPERED 1. VERIFY DIMENSIONS w/ MFR. AND FIELD CONDITIONS 2. DISTANCE FROM ADJACENT WALL ON DOOR HINGE SIDE MIN. 5" CLEAR. 3. HOLLOW METAL DOORS AND DOOR FRAMES IN WET AREAS NEED TO BE PIGMENTED POLYURETHANE OVER HIGH-BUILD EPOXY SYSTEM. COLOR TO MATCH BUILDING STANDARD'S 4. SEE SPECS FOR HARDWARE SCHEDULE VA R I E S SEE SCHEDULE VA R I E S REFER TO HARDWARE SCHEDULE FOR EXACT HARDWARE REFER TO HARDWARE SCHEDULE FOR EXACT HARDWARE 10 " 10 " A PANIC EXIT HARDWARE AS REQUIRED B C E F SEE SCHEDULE PAINTED HOLLOW METAL DOOR. INSULATED AT EXTERIOR DOORS. PROVIDE HIGH PERFORMANCE, SEMI-GLOSS PAINT AT DOOR SURFACES SE E S C H E D U L E VA R I E S D KICKPLATE @ PUSH SIDE OF DOOR, WHERE SCHEDULED TT T SEE SCHEDULE SE E S C H E D U L E VA R I E S REFER TO HARDWARE SCHEDULE FOR EXACT HARDWARE PATCH SET W/ RECESSED PIVOT HINGE. BRUSHED STAINLESS FINISH HEADER, VERIFY WITH MANUFACTURER. H VERIFY W/ MFR. PANEL WIDTH VE R I F Y W / M F R . SC H E D U L E D FI N I S H E D O P E N I N G H E I G H T CLEAR OPENING SCHEDULED FINISHED OPENING 1/ 2 " 9" OWNER VERIFY WITH 9" 48 " M A X PROVIDE (2) COAT HOOKS INSIDE ROOM AND CLOSETS AT ALL DOOR LOCATION L KAWNEER AA425 OR APPROVED EQUAL. WITH MEDIUM STILE DOUBLE DOOR W/ 1" LOW-E INSULATED TEMPERED GLASS PROVIDE CONTINUOUS HINGE. KAWNEER AA425 OR APPROVED EQUAL. WITH MEDIUM STILE SINGLE DOOR W/ 1" LOW-E INSULATED TEMPERED GLASS PROVIDE CONTINUOUS HINGE @ EXTERIOR WALL SINGLE FLUSH PANEL SOLID CORE WOOD DOOR - BUILDING STANDARD VENEER WITH HARDWOOD EDGES, FINISH TO BE "VT INDUSTRIES, OREGAN DOOR, OR APPORVED EQ." FACTORY FINISH, BIRCH, RAVINE (RA18). SINGLE FLUSH PANEL HOLLOW METAL DOOR PRIMED AND PAINTED AS SCHEDULED T. O . C O U N T E R 2' - 1 0 " OP E N I N G 4' - 8 " WALL OPENING F.V. 6'-0" LOCKING MECHANISM AT INSIDE OF GATE COUNTER AS SCHEDULED WALL MOUNTED DOOR HOUSING & SUPPORT. PROVIDE BLOCKING N CORNELL IRON WORKS - MODEL ESC30, "INSULATED" MANUAL ANODIZED ALUMINUM WALL MOUNTED OVERHEAD COILING GATE. SINGLE FLUSH PANEL SOLID CORE WOOD DOOR W/ CLASSROOM LITE- HARDWOOD EDGES,FINISH TO BE "VT INDUSTRIES, OREGAN DOOR, OR APPORVED EQ." FACTORY FINISH, BIRCH, RAVINE (RA18). "LOCKABLE HARDWARE" T FULL GLASS DOOR, VERIFY WITH WALL SYSTEM MANUFACTURE HARDWARE WILL MEET BUILDING STANDARD 1/4" CLEAR TEMPERED GLASS S E E D O O R S C H E D U L E VA R I E S 2" 2" SEE DOOR SCHEDULE VARIES 2" TYP. 2'-0"2" 5'-6" SE E D O O R S C H E D U L E VA R I E S 2" 2" SEE DOOR SCHEDULE VARIES 2" TYP. 1'-6"2" 5'-0" 1/4" CLEAR TEMPERED GLASS VERIFY WITH MFR. (ALTERNATE: HOLLOW METAL FRAME, PAINTED WITH SEMI-GLOSS FINISH.) 3 4 TT ROOM INTERIOR. REVERSE SLIDE HALLWAY, EXTERIOR REVERSE LOCK AND ACOUSTICAL DROP SEAL, TTTTT T EQ EQ EQ EQ EQ EQ FOR SINGLE DOOR OPEN MAINTAIN ADA CLEARANCE SEE PLANS FEILD VERIFY AREA STACKING EXTERIOR SLIDING WALL SYSTEM, HANGING. (NANAWALL SYSTEMS OR APPROVED EQUAL) HSW60 AND ENCLOSURE STACKING AREA 3. INTEGRATED DOORS, FLOOR SOCKET SILL. ALTERNATES SUBJECT TO ARCHITECTS APPROVAL G R E A T E R T H A N 6 ' - 8 " HE A D C L E A R A N C E W H E N O P E N SE E D O O R S C H E D U L E EXTERIOR SLIDING WALL SYSTEM, HANGING. (NANAWALL SYSTEMS OR APPROVED EQUAL) HSW60 AND ENCLOSURE STACKING AREA 3. 1" LOW-E INSULATED TEMPERED GLASS, WITH LOW PROFILE SADDLE SILL AND UNIVER SILL. ALTERNATES SUBJECT TO ARCHITECTS APPROVAL TTTT EQ EQ EQ EQ SEE PLANS FEILD VERIFY AREA STACKING 1" CLEAR, INSULATED & TEMPERED GLASS RECESSED BASE TRACK M 1 2 1/ 4 " 1/ 2 " 1/ 4 " 1 2 1/ 2 " 1/ 2 " CARPET MA X . MA X . MA X . MA X . MA X . 1/ 2 " MA X . 1/ 2 " MA X . 1/ 2 " MA X . THIN BODIED PORCELAIN TILE- AS SCHEDULED DOOR AS SCHEDULED DOOR SWEEP: MORTISE OR SURFACE MOUNT-AS SCHEDULED MARBLE THRESHOLD-AS SCHEDULED TRANSITION STRIP -SET IN MASTIC RESILIENT SHEET OR TILE FLOOR-AS SCHEDULED PORCELAIN TILE FLOORING-AS SCHEDULED DOOR AS SCHEDULED DOOR SWEEP: MORTISE OR SURFACE MOUNT-AS SCHEDULED ALUMINUM THRESHOLD- AS SCHEDULED FINISHED CONCRETE FLOOR OR T.O. FLOOR FINISH DOOR AS SCHEDULED DOOR SWEEP: MORTISE OR SURFACE MOUNT-AS SCHEDULED ALUMINUM THRESHOLD-AS SCHEDULED CARPET FLOORING-AS SCHEDULED DOOR AS SCHEDULED DOOR SWEEP: MORTISE OR SURFACE MOUNT-AS SCHEDULED ALUMINUM THRESHOLD- AS SCHEDULED RESILIENT SHEET OR TILE FLOOR-AS SCHEDULED TRANSITION STRIP, SET IN MASTIC CONCRETE FLOOR FINISH CARPET-AS SCHEDULED SCHEDULED DOOR ADA COMPLIANT ALUMINUM THRESHOLD SET IN FULL BED OF SEALANT. EXTERIOR CONCRETE SLAB EXPANSION JOINT INTERIOR FINISH FLOOR, AS SCHEDULED JAMB BEYOND DOOR SWEEP: MORTISE OR SURFACE MOUNT-AS SCHEDULED 1/ 4 " M A X . 1/ 2 " M A X . SCHEDULED DOOR ALUMINUM THRESHOLD SET IN FULL BED OF MASTIC EXTERIOR CONCRETE SLAB EXPANSION JOINT VE R I F Y W / S C H E D U L E 10 " AD A C O M P L I A N T TEMPERED GLASS PANEL GARAGE DOOR TRACK SUPPORT BRACKET GARAGE DOOR TRACK. (VERIFY TRACK PATH WITH MFR.) ALUMINUM GARAGE DOOR FRAME GARAGE DOOR ROLLER & MECHANISM T.O. EXTERIOR FINISH DOOR BOTTOM GASKET TRANSITION TRACK INSTALLED PRIOR TO FLOORING MATERIAL INSTALL FINISHED FLOOR AS SCHEDULED STAINLESS STEEL (SATIN FINISH) TRAFFIC RATED TRANSITION TRIM SET IN FULL BEAD OF MORTAR SLOPE 1/ 2 " INTERIOR SCHEDULED PORCELAIN TILE-AS SCHEDULED STONE THRESHOLD, AS SCHEDULED RESILIENT SHEET OR FLOOR SURFACE, REF: FIN. SCHED. DOOR AS SCHEDULED DOOR SWEEP: MORTISE AS SCHEDULED DOOR FRAME BEYOND ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 7 : 0 6 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 DOOR TYPES & DETAILS A7.2 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.19.2023 Addendum scale: 3" = 1'-0"A7.2 4 FLOORING TRANSITION DETAILS @ DOOR 1 scale: 3" = 1'-0"A7.2 1 ENTRY THRESHOLD scale:3" = 1'-0"A7.2 2 DOOR THRESHOLD TYP. scale: 3" = 1'-0"A7.2 3 OVERHEAD GLASS DOOR @ FLOOR scale: 3" = 1'-0"A7.2 5 STONE THRESHOLD 1 1 1 1/2" TEMPERED CLEAR GLAZING WITH POLISHED EDGES DOOR PULL HARDWARE 3/4" TEMPERED CLEAR GLAZED FRAMELESS DOORS WITH POLISHED EDGES METAL KICK BASE WITH PIVOT HINGE ASSEMBLY. SEE HARDWARE SCHEDULE GLASS CHANNEL BELOW 1/2" TEMPERED CLEAR GLAZING WITH POLISHED EDGES CONT. SEALANT, BOTH SIDES 8" MIN. WALL ASSEMBLY AS SCHEDULED HARDWARE REQ'M 1/8" MIN. VERIFY WITH DOOR HARDWARE VERIFY DIM. W/ PIVOT EQ EQ DASHED LINE INDICATES EDGE OF WALL, WHERE NO SIDELITE IS INSTALLED PERPENDICULAR TO WALL PARALLEL TO WALL SHIM/BLOCKING. STUDS AS NECESSARY CONT. BACKER ROD & CAULK, TYP. 5/8" GYPSUM BOARD SHIM / BLOCKING. STUD FRAMING CONT. BACKER ROD & CAULK, TYP. J-MOLD, TYP. 5/8" GYPSUM BOARD STUD WALL, SEE SCHEDULE SHIM CONT. SEALANT & BACKER-ROD SOUND ATTENUATION BATTS FULL DEPTH OF WALL CAVITY, AS SCHEDULED. STOREFRONT SYSTEM AS SCHEDULED STOREFRONT DOOR AS SCHEDULED 1" INSULATED GLASS,. AS SCHEDULED. SEE SCHEDULE STOP WITH WEATHER SEAL TRANSOMSCHEDULED WALL WALL AS SCHEDULED CAULK CONT. BETWEEN FRAME AND WALL FINISH FRAME ANCHORS HOLLOW METAL FRAME, PAINTED, SEE FRAME TYPES 2"1/2" 1 1 5 / 1 6 " 1 9 / 1 6 " WA L L T Y P E VE R I F Y W I T H METAL STUD FRAMING. KING STUDS TO CONTINUE TO DECK AS REQ'D 2"1/2" 1 1 5 / 1 6 " 1 9 / 1 6 " WA L L T Y P E VE R I F Y W I T H FRAME ANCHORS FIRE RATED SOLID BLOCKING (2) LAYERS 5/8" GYP. BD. IF 2-HOUR RATED WALL DASHED LINE INDICATES TILE WALL TILE (WHERE/WHEN APPLICABLE). SEE ELEVATIONS 5/8" PAINTED GYP BRD. BOTH SIDES. TILE LOCATIONS TO HAVE 5/8" CEMENTITIOUS BACKER OR GREEN BOARD TYP. SOUND BATTS (WHERE APPLICABLE) HOLLOW METAL DOOR FRAME HANGER DOOR SEE SCHEDULED PAINTED HOLLOW METAL DOOR JAMB (SOLID GROUT IN PLACE SEALANT (& BACKER ROD AS REQ'D) EACH SIDE CMU BOND BEAM SEE STRUCTURAL 4" 1/ 2 " 7'-4"/8'-0" A.F.F. SEE DOOR SCHEDULE EXTERIOR FINISH AS SCHEDULED. DOOR SEE SCHEDULED HOLLOW METAL DOOR FRAME HANGER PAINTED HOLLOW METAL DOOR JAMB (SOLID GROUT IN PLACE SEALANT (& BACKER ROD AS REQ'D) EACH SIDE CMU BOND BEAM SEE STRUCTURAL 2" 1/2" 6" EXTERIOR FINISH AS SCHEDULED. EXTERIOR CAULK JOINT PRIOR TO PAINTING VERIFY WITH OWNER'S REP.PAINTED 1 X 6 SOLID WOOD TRIM PAINTED 5/8" GYP. BD. SOUND BATT INSULATION VERIFY WITH OWNER'S REP. PAINTED 1 X 8 SOLID WOOD TRIM VERIFY WITH OWNER'S REP. PAINTED 2 X 6 SOLID WOOD HEAD TRIM BARN DOOR HARDWARE DECORATIVE BARN DOOR SOLID BLOCKING IN WALL PAINTED STEEL WALL STAND-OFF PAINTED STEEL ANGLE ANCHORED TO WALL FRAMING WELDED ROLLER TO RAIL TO TO PREVENT MOVEMENT CAULK JOINT PRIOR TO PAINTING VERIFY WITH OWNER'S REP. PAINTED 5/8" GYP. BD. SOUND BATT INSULATION CONT. CAULK VERIFY WITH OWNER'S REP. PAINTED 1 X 8 SOLID WOOD TRIM VERIFY WITH OWNER'S REP. PAINTED 2 X 6 SOLID WOOD PLINTH BLOCK (BELOW) PAINTED 2 X 6 SOLID WOOD BASE (BELOW) GARAGE DOOR PANEL PIVOT HINGE (BETWEEN PANELS) GARAGE DOOR ROLLER EXTENSION BRACKET GARAGE DOOR ROLLER & MECHANISM GARAGE DOOR TRACK. (VERIFY TRACK PATH WITH MFR.) INSULATED, PANEL ALUMINUM GARAGE DOOR FRAME 8" CMU BLOCK WALL EXTERIOR FINISH AS SCHEDULED SEE WALL SECTIONS AND ELEVATIONS CMU BLOCK WALL, SOLID GROUT BOTTOM LINTEL (REF: STR.) PAINTED ON EXPOSED INTERIOR TO MATCH WALL FINISH REBAR REINFORCEMENT GARAGE DOOR TRACK. (VERIFY TRACK PATH WITH MFR.) GARAGE DOOR FRAME GARAGE DOOR ROLLER & MECHANISM GARAGE DOOR ROLLER EXTENSION BRACKET INSULATED GARAGE DOOR SYSTEM SEE SCHEDULE FOR SIZE & SEE SPECS GARAGE DOOR ROLLER EXTENSION BRACKET 1" EXTERIOR FINISH AS SCHEDULED SEE WALL SECTIONS AND ELEVATIONS VE R I F Y W I T H D O O R M F R . FURRING AS SCHEDULEDMFR. PER DOOR ROUGH OPENING CLEAR OPENING 4 1/2" DOOR LEAF OVERALL FRAME 2" 1" OP E N I N G RO U G H 3 3 / 4 " HE I G H T DO O R L E A F OP E N I N G CL E A R 2X6 LUMBER BACKING FOR TRACK SUPPORT BETWEEN WALL STUD. GWB TO BE SECURED TO FRAMING. FACE OF BACKING MUST BE FLUSH WITH FACE OF STUDS TO AVOID WALL DAMAGE. - NOT BY A.D. #10 x 3" PHILLIPS PAN SELF DRILLING SCREW (PPHSDS)@ 12" O.C. MAX (6) #14 x 2" HEX HEAD SELF DRILLING SCREW (HHSDS) PER JAMBMINIMUM 16GA STUD FRAMING (6) #14 x 2" HEX HEAD SELF DRILLING SCREW (HHSDS) PER JAMB MINIMUM 16GA STUD FRAMING JAMB HEADER ROUGH OPENING (6) #14 x 2" HEX HEAD SELF DRILLING SCREW (HHSDS) PER JAMBMINIMUM 16GA STUD FRAMING (6) #14 x 2" HEX HEAD SELF DRILLING SCREW (HHSDS) PER JAMB MINIMUM 16GA STUD FRAMING JAMB HEADER F.V. VARIES 2" SCHEDULE SEE DOOR OP E N I N G DO O R R O U G H #8 x 1/2" SCREW (PMTHSDS) 18" O.C. 1/4" TEMPERED GLASS SIDELITE DOOR 2" SLIP SILL (IM-01) INTO PLACE OVER L- ANGLES, INSTALL (2) # 10 X 1/2 PFHSMS-UC EACH END OF SILL INTO L-ANGLE (2) 3/4 X 2 X 1 1/2 L- ANGLES SMPRT0025 USE #10 X 1/2 PFHSMS-UC AT EACH JAMB DOOR AS SCHEDULED THRESHOLD AS SCHEDULED DOOR STOP & GASKET #10 X 1" PPHSMS (2) EACH END OF PB-01A AT HEAD EPDM GASKET BOTH SIDES #6 X 3/4" PFHSMS (1) EACH END OF IT-478A AT HEAD PRIVACY SWEEP AS SCHEDULED WALL ASSEMBLY AS SCHEDULED FIRE RESISTANT BLOCKING AS REQUIRED SHIM AS REQ'D CAULKING AND BACKER ROD AT BOTH SIDES CONCEALED DOOR CLOSER. SEE DOOR HARDWARE SCHEDULE 3/4" TEMPERED GLASS PANEL DOOR GLASS HEAD OR PATCH CHANNEL BASE PIVOT HINGE ASSEMBLY AND COVER. PROVIDE BLOCK OUT IN FLOOR AS/IF REQUIRED. REFER TO DOOR HARDWARE SCHEDULE FINISH FLOOR AS SCHEDULED DOOR GLASS SHOE/KICK CHANNEL SOLID GROUT AS REQUIRED CONTRACTOR INSTALLED FACE MOUNTED, STAINLESS STEEL MANUAL ROLL-UP COUNTERTOP DOOR UNIT. COORDINATE ALL MOUNTING AND BACKING REQUIREMENTS WITH MFR. FINISHED WALL AS SCHEDULED HEAD UNIT COVER BY MANF., INSTALLED BY CONTRACTOR CUSTOM STAINLESS-STEEL (16 GA.) COUNTERTOP, INSTALLED BY CONTRACTOR STEEL SHELF BRACKET(S) FABRICATED AND INSTALLED BY CONTRACTOR COORDINATE ALL MOUNTING AND BACKING REQUIREMENTS WITH BRACKET MANUFACTURER PAINTED GYP. BD. (BEYOND) CAULK JOINT BETWEEN WALL AND SHELF RECEPTION SIDE 2" T.O.MASONRY 2'-8" 2" SEE PLAN LOCKABLE WALL AS SCHEUDLED FI E L D V E R I F Y STAINLESS STEEL GUIDE RAIL, INSTALLED BY CONTRACTOR VERIFY BACKING REQUIREMENTS WITH DOOR MANF. RECEPTION SIDE CAULK JOINT B/T WALL AND SHELF CONTRACTOR INSTALLED FACE MOUNTED, STAINLESS STEEL MANUAL ROLL-UP COUNTERTOP DOOR UNIT. COORDINATE ALL MOUNTING AND BACKING REQUIREMENTS WITH MFR. CUSTOM STAINLESS- STEEL (16 GA.) COUNTERTOP, INSTALLED BY CONTRACTOR ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 7 : 1 0 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 DOOR DETAILS A7.3 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION scale:3" = 1'-0"A7.3 1 BUTT GLASS DOOR/JAMB scale:3" = 1'-0"A7.3 5 SF. JAMB HINGE SIDE scale: 3" = 1'-0"A7.3 6 SF. DOOR HEADER scale: 3" = 1'-0"A7.3 7 HM. DOOR JAMB (HEAD SIM.) scale:3" = 1'-0"A7.3 9 DOOR HEAD DTL. scale: 3" = 1'-0"A7.3 8 DOOR JAMB DTL. scale:3" = 1'-0"A7.3 15 DOOR HEAD DTL. @ BARN DOOR scale:3" = 1'-0"A7.3 14 DOOR JAMB DTL. @ BARN DOOR scale: 3" = 1'-0"A7.3 10 OVERHEAD DOOR @ CMU JAMB scale:3" = 1'-0"A7.3 11 OVERHEAD DOOR @ CMU HEAD scale: 1 1/2" = 1'-0"A7.3 4 SLIDING DOOR SYSTEM DETAILS scale: 1 1/2" = 1'-0"A7.3 3 SWING DOOR SYSTEM DETAILS scale: 3" = 1'-0"A7.3 2 PIVOT DOOR DETAIL scale:1 1/2" = 1'-0"A7.3 12 ROLL UP COUNTERTOP DOOR scale:3" = 1'-0"A7.3 13 ROLL UP COUNTERTOP DOOR JAMB - 4X8X16 MASONRY, - MIN. 1" AIR SPACE, - AIR / VAPOR BARRIER MEMBRANE, - EXTERIOR SHEATHING, - WOOD STUD WALL, - BATT INSULATION (R-19), - GYPSUM WALLBOARD (WHERE APPLICABLE PROVIDED AT TENANT TI). ANCHOR BOLT (SIZE IS DETERMINED BY STRUCTURAL) PREFINISHED METAL DRIP EDGE SET ON TWO BEADS OF SEALANT UNOBSTRUCTED WEEP SYSTEM @ 24" O/C FLASHING MEMBRANE SURFACE ADHERE TO SUBSTRATE MORTAR DROP CONTROL EXPANSION BD. (CONT.) 2" FND. INSULATION BD. TAPERED @ TOP 45o CONC. FLOOR SLAB W/ THICKENED EDGE AS SCHEDULED. SEE STRUC. 1" BOTTOM COURSE IN FULL BED OF MORTAR. SLOPE TOP OF MORTAR. TY P . 6" DRIP EDGE DECK BEARING DECK BEARING SEE SECTION T.O.MASONRY SEE SECTIONMI N . 6" 2ND BASE FLASHING, EXTEND OVER TERMINATION BAR BY (5") CONTINUOUS REGLET FLASHING. SEAL AT TOP. EXTEND OVER TERMINATION BAR FLASHING BY (5") ROOF MEMBRANE, WRAP UP PARAPET WALL & UNDER CAP & DOWN FRONT MIN 1" METAL PARAPET CAP OVER CONT. CLEATS SNAP-ON COPING COVER ANCHOR CHAIR 20 GA GALV. ANCHOR CLIPS. LOCATE ANCHOR CLIPS 40" O.C. INSULATION (R=19) PAINTED GYP. PAINTED UNDER SIDE OF DECKING DASHED LINE INDICATES SELF ADHERING SHEET WATERPROOFING (CCW 705 HT CARLISLE CORPORATION OR APPROVED EQUAL). BASE FLASHING, COUNTER FLASHINGINTO CMU ALTERNATE EXTEND OVER TERMINATION BAR CONTINUOUS REGLET FLASHING. SEAL AT TOP. EXTEND OVER TERMINATION BAR FLASHING BY TYP.COUNTER FLASHING CLOSURE AND TAPE SEALER, INSTALL PER MFR. BLOCKING AS REQ'D CLOSURE AND TAPE SEALER, INSTALL PER MFR. BLOCKING AS REQ'D 1/ 4 " FLASHING, COLOR TO MATCH METAL ROOFING TYP. E.I.F.S FLASHING METAL ROOF, INSTALL PER MFR. METAL ROOF, INSTALL PER MFR. DASHED LINE INDICATES SELF ADHERING SHEET WATERPROOFING (CCW 705 HT CARLISLE CORPORATION OR APPROVED EQUAL). CLOSURE AND TAPE SEALER, INSTALL PER MFR. BLOCKING AS REQ'D DRIP FLASHING, COLOR TO MATCH METAL ROOFING TYP. STONE FLASHING METAL ROOF, INSTALL PER MFR. FLASHING, COLOR TO MATCH METAL ROOFINGMF R . PE R CONCRETE WALL, SEE STRUCTURAL. DASHED LINE VAPOR BARRIER CHAMFERED CORNER EIFS, SEE ELEVATION FACTORY PREFINISHED KYNAR COATED SILL DRIP FLASHING. SET IN FULL BED OF SEALANT CONT. SEALANT TYP. SEE WALL SECTION 4" METAL FLASHING FACTORY PAINTED COLOR TO MATCH STOREFRONT FRAMING, SEE STRUCTURAL DRAWINGS DASHED LINE INDICATES SELF ADHERING SHEET WATERPROOFING (CCW 705 HT CARLISLE CORPORATION OR APPROVED EQUAL). DRIP FLASHING, COLOR TO MATCH STEEL TUBE JOIST, SEE STRUCTURAL DRAWINGS. 1' - 6 " 5" 6" 5" 3" 1" METAL ROOF CLEAT AND EDGE FLASHING FACTORY PAINTED COLOR: SEE ELEVATIONHEAT WELD ROOF EDGE FLASH, PER ROOFING MFR. T.O.MASONRY SEE SECTIONMI N . 6" ROOF MEMBRANE, WRAP UP PARAPET WALL & UNDER CAP & DOWN FRONT MIN 1" METAL PARAPET CAP OVER CONT. CLEATS SNAP-ON COPING COVER ANCHOR CHAIR 20 GA GALV. ANCHOR CLIPS. LOCATE ANCHOR CLIPS 40" O.C. 2X BLOCKING HIGH TEMP. WRB INSTALL PER MFR. (7.2 RIB) REVERSE ROLLED METAL SIDING, OVER HIGH TEMP. LIQUID APPLIED AIR / MOISTURE BARRIER, OVER 2.6" HUNTER Xci PLY 5/8", OR APPROVED EQUAL. (R-12) SEALED MASONRY, REF: STR. 4"2"1" 3" 3'-0" A.F.F. VERIFY W/ ELEV. BACKER ROD AND CONT. SEALANT 7.2 RIB TRANSITION - 4X8X16 MASONRY, - MIN. 1" AIR SPACE, - AIR / VAPOR BARRIER MEMBRANE, - EXTERIOR SHEATHING, - WOOD STUD WALL, - BATT INSULATION (R-19), - GYPSUM WALLBOARD (WHERE APPLICABLE PROVIDED AT TENANT TI). 1"1 3/8" FASTENER COLOR TO MATCH SIDING TYP. HORIZONTAL REVERSE ROLLED 7.2 RIBBED WALL PANEL. (22GA.) EXPOSED FASTENING SYSTEM, SEE ELEVATIONS FOR COLOR.(FIELD CUT AS REQ'D) 1/2"x3/32" TAPE SEALER [HW -507] HEAVY GAUGE CONTINUOUS BREAK METAL, SEE ELEVATION FOR COLOR DASHED LINE INDICATES SELF ADHERING SHEET WATERPROOFING (CCW 705 HT CARLISLE CORPORATION OR APPROVED EQUAL). SLOPED PRECAST MASONRY CAP, WITH DRIP CHANNEL.1" BACKER ROD AND CONT. SEALANT EXT. FINISH & INSUL. SYSTEM PREFINISHED METAL DRIP FLASHING EIFS TRANSITION 4"2"1" 3" 3'-0" A.F.F. VERIFY W/ ELEV. DASHED LINE INDICATES HIGH TEMPERATURE LIQUID APPLIED AIR/ VAPOR BARRIER AT ALL EXTERIOR FRAMED WALLS DASHED LINE INDICATES SELF ADHERING SHEET WATERPROOFING (CCW 705 HT CARLISLE CORPORATION OR APPROVED EQUAL). ROOF MEMBRANE, WRAP UP PARAPET WALL & UNDER CAP & DOWN FRONT MIN 1" METAL PARAPET CAP OVER CONT. CLEATS (PERMASNAP OR APPROVED EQUAL) DASHED LINE REPRESENTS WRAP LIQUID APPLIED AIR/ VAPOR BARRIER AROUND SHEATHING KICKER SEE STRUCTURAL SHEATHING, SEE STRUCTURAL. STUD FRAMING, SEE STRUCTURAL ELEVATION VARIES T.O.WALL MI N . 4" MI N . 6" EIFS OVER RIGID INSULATION, SEE ELEVATION TYP. PARAPET CAP SNAP-ON COPING COVER ANCHOR CHAIR 20 GA GALV. ANCHOR CLIPS. LOCATE ANCHOR CLIPS 40" O.C. WEATHER TREATED WOOD BLOCKING WHERE APPLICABLE, USE ANTI-CORROSION FASTENERS TO PREVENT CORROSION SLOPE FALLOW MANUFACTURERS INSTALL INSTRUCTIONS, SEE ELEVATIONS AND SPECS. ROOF MEMBRANE, WRAP UP PARAPET WALL & UNDER CAP & DOWN FRONT MIN 2" DASHED LINE REPRESENTS WRAP LIQUID APPLIED AIR/ VAPOR BARRIER AROUND SHEATHING SHEATHING, SEE STRUCTURAL. ELEVATION VARIES T.O.WALL MI N . 4" MI N . 6" TYP. PARAPET CAP W/ ONE BUMP-OUT SNAP-ON COPING COVER ANCHOR CHAIR 20 GA GALV. ANCHOR CLIPS. LOCATE ANCHOR CLIPS 40" O.C. WEATHER TREATED WOOD BLOCKING WHERE APPLICABLE, USE ANTI-CORROSION FASTENERS TO PREVENT CORROSION 3" SE C T I O N S SE E W A L L 1 1/2" 1 15/32" TYP. PARAPET CAP W/ BOX-OUT DASHED LINE REPRESENTS WRAP LIQUID APPLIED AIR/ VAPOR BARRIER AROUND SHEATHING. METAL PARAPET CAP OVER CONT. CLEATS (PAC-CLAD OR APPROVED EQUAL) BUILD UP E.I.F.S, SEE ELEVATIONS FOR FINISH STUD FRAMING SEE STRUCTURAL DRAWINGS VENT W/ INSECT SCREEN TO ALLOW PASSAGE OF AIR, WATERPROOF / SEAL PENETRATION AS REQUIRED, INSTALL AT A MINIMUM OF 18" ABOVE ROOF MEMBRANE, HEAVY DUTY BUG SCREENING TYPICAL. BRACE / BRACKETS, SEE STRUCTURAL DRAWINGS ROOF MEMBRANE, WRAP UP PARAPET WALL & UNDER EDGE FLASHING & DOWN FRONT MIN 2" EIFS OVER RIGID INSULATION, SEE ELEVATION BLOCKING AS REQUIRED SLOPE SLOPE 10 1/2"1' - 0 " 1' - 6 " 3"9" 1 1/2"1 1/2" MI N . 6" 3/4" 3/ 4 " 5-1/2" TYP. SEE STR. ELEVATION VARIES T.O.WALL METAL PARAPET CAP OVER CONT. CLEATS (PERMASNAP OR APPROVED EQUAL) SNAP-ON COPING COVER ANCHOR CHAIR 20 GA GALV. ANCHOR CLIPS. LOCATE ANCHOR CLIPS 40" O.C. STANDING SEAM METAL ROOF, SEE ELEVATIONS AND FINISH SCHEDULE. DRIP FLASHING, COLOR TO MATCH METAL ROOFING R-19 BATT INSULATION INSIDE WALL CAVITY. INTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS. EXTERIOR DASHED LINE REPRESENTS CONTINUOUS LIQUID APPLIED AIR / VAPOR BARRIER, CCW BARRISEAL "S" OR APPROVE EQUAL. ROOF DECK BEARING SEE WALL SECTION 1" 1/ 2 " 3" 1' - 6 " 3'-6" ROOF DECK BEARING SEE WALL SECTION 5" 6" 5" 3" 2'-11 1/2"6 1/2" EDGE FLASHING 2X8, SEE STRUCTURAL DRAWINGS. 1" 2" TUBE STEEL, SEE STRUCTURAL DRAWINGS.LIGHT, SEE ELECTRICAL AND RCP. TY P . S L O P E 1 1 / 2 " ROOF DECK BEARING SEE WALL SECTION SOFFIT, SEE RCP AND REF: FIN. SCHEDULE. CLOSURE AND TAPE SEALER, INSTALL PER MFR. BLOCKING AS REQ'D T.O.MASONRY SEE SECTIONMI N . 6" SE E E L E V . SP L I T HO N E D T.O.MASONRY SEE SECTIONMI N . 6" ROOF MEMBRANE, WRAP UP PARAPET WALL & UNDER CAP & DOWN FRONT MIN 1" METAL PARAPET CAP OVER CONT. CLEATS SNAP-ON COPING COVER ANCHOR CHAIR 20 GA GALV. ANCHOR CLIPS. LOCATE ANCHOR CLIPS 40" O.C. ROOF MEMBRANE, WRAP UP PARAPET WALL & UNDER CAP & DOWN FRONT MIN 1" E.I.F.S. SEE ELEVATIONS 8" T Y P . 1/2" 3 1/2" R-19 FOIL-FACED BATT INSULATION. DASHED LINE INDICATES HIGH TEMPERATURE LIQUID APPLIED AIR/ VAPER BARRIER AT ALL EXTERIOR FRAMED WALLS DASHED LINE INDICATES SELF ADHERING SHEET WATERPROOFING (CCW 705 HT CARLISLE CORPORATION OR APPROVED EQUAL). PAINTED 5/8" TYPE X GYP. BD., OVER WOOD STUD FRAMING, SEE STRUCTURAL. BASE AS SCHEDULED. BLOCKING AS REQ'D TREATED BASE PLATE FLASHING STARTER, INSTALL PER MANUFACTURERS RECCOMENDATIONS VERTIVAL MTL. SIDING, SEE ELEV. FINISH FLOOR AS SCHEDULED. REF: STR. 1" M I N . 5 1/2" METAL FLASHING FACTORY PAINTED , SEE ELEV. FOR COLOR FRAMING, SEE STRUCTURAL DRAWINGS 3" DASHED LINE INDICATES SELF ADHERING SHEET WATERPROOFING (CCW 705 HT CARLISLE CORPORATION OR APPROVED EQUAL). DRIP FLASHING, COLOR TO MATCH STEEL TUBE STANDING SEAM METAL ROOF, SEE ELEVATIONS AND FINISH SCHEDULE. LVL, SEE STRUCTURAL DRAWINGS. 1' - 6 " 5" 6" 5" 3" EDGE FLASHING 1" 1" 4" 2" 4" 2" 4" ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 7 : 1 3 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 DETAILS A8.1 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION scale: 1 1/2" = 1'-0"A8.1 1 MASONRY BASE TYP. DTL. scale:1 1/2" = 1'-0"A8.1 10 PARAPET @CMU scale: 1 1/2" = 1'-0"A8.1 9 ROOF TO WALL TRANSITION scale:3" = 1'-0"A8.1 2 FURRING TRANSITION scale: 1 1/2" = 1'-0"A8.1 5 CANOPY DRIP EDGE scale:1 1/2" = 1'-0"A8.1 8 PARAPET CAP @ MTL. SIDING scale:1 1/2" = 1'-0"A8.1 4 MATERIAL TRANSITION # DATE DESCRIPTION scale:1 1/2" = 1'-0"A8.1 12 PARAPET CAP @ EIFS scale:1 1/2" = 1'-0"A8.1 7 ROOF OVERHANGE scale:1 1/2" = 1'-0"A8.1 11 PARAPET @CMU scale:1 1/2" = 1'-0"A8.1 3 MTL. SIDING @ BASE scale: 1 1/2" = 1'-0"A8.1 6 CANOPY DRIP EDGE EXISTING WINDOW SYSTEM SCHEDULED CEILING - SEE RCP CEILING GRID EDGE TRIM ROLLER SHADE HOUSING - SEE MANUFACTURERS SPECS ROLLER SHADE - DARK SIDE OF FABRIC FACING TO EXTERIOR RE: RCP EXISTING EXTERIOR WALL ASSEMBLY MI N . 1" BLOCKING AND BRACE FOR ROLLER SHADE HOUSING - FOLLOW MANUFACTURERS INSTALLATION 2 1/2" 5/8" 6" 5/8" PAINTED GYP. BOARD12 GA. MIN. HANGER WIRE SUSPENDED GYP. BD. CEILING MAIN TEES METAL STUD FRAMED HEADER ANCHORED TO STRUCTURE ABOVE SUSPENDED ACOUSTICAL SYSTEM CEILING METAL STUD BRACING AS REQUIRED ANCHORED TO STRUCTURE ABOVE (2 " ) CHANNEL MOLDING SCREW INTO CHANNEL CORNER BEAD EXISTING WINDOW SYSTEM ROLLER SHADE HOUSING - SEE MANUFACTURERS SPECS ROLLER SHADE - DARK SIDE OF FABRIC FACING TO EXTERIOR EXISTING EXTERIOR WALL ASSEMBLY EXISTING DECKING ABOVE SCHEDULED EXPOSED STRUCTURE - SEE RCP 5/8" GYP. BD. PAINTED FULL HEIGHT, WHERE STRUCTURAL KICKERS OCCUR EXTEND GYP. BOARD UP KICKERS FULL HEIGHT TO DECK 5/8" GYP. BD. PAINTED 2 1/2"5/8" 12 GA. MIN. HANGER WIRE SUSPENDED GYP. BD. CEILING MAIN TEES METAL STUD FRAMED HEADER ANCHORED TO STRUCTURE ABOVE SUSPENDED ACOUSTICAL SYSTEM CEILING METAL STUD BRACING AS REQUIRED ANCHORED TO STRUCTURE ABOVE CHANNEL MOLDING SCREW INTO CHANNEL 6" RC P SE E PERIMETER TRIM (ARMSTRONG OR APPROVED EQUAL) 12 GA. MIN. HANGER WIRE SUSPENDED GYP. BD. CEILING DRYWALL GRID TEES SYSTEM SUSPENDED ACOUSTICAL SYSTEM CEILING CHANNEL MOLDING SCREW INTO CHANNEL RC P SE E PERIMETER TRIM (ARMSTRONG OR APPROVED EQUAL) 12 GA. MIN. HANGER WIRE 4' O.C. OR AS REQUIRED CHANNEL MOLDING RC P SE E CONDITION 1, OPTION 2: SUSPENDED ACT TRANSITION TO GYP. CONDITION 1, OPTION 1: SUSPENDED ACT SOFFIT TRANSITION TO GYP. CONDITION 2: SUSPENDED GYP SOFFIT TRANSITION TO ACT. SUSPENDED GYP. BD. CEILING DRYWALL GRID TEES SYSTEM SUSPENDED ACOUSTICAL SYSTEM CEILING SCREW INTO CHANNEL PERIMETER TRIM (ARMSTRONG OR APPROVED EQUAL) 12 GA. MIN. HANGER WIRE 4' O.C. OR AS REQUIRED SUSPENDED GYPSUM BOARD CEILING RUNNER. SEE DETAIL 1/A-1.161 5/8" TYPE "X" GYPSUM BOARD. (REF: RCP) SPRING ATTACHED TO STRUCTURE ABOVE 22" X 36" ACCESS DOOR, PAINTED TO MATCH CEILING CEILING AS SCHEDULED 5/8" GYP. BD. - ALL SURFACES PAINTED TO MATCH WALL COLOR, UNLESS NOTED OTHERWISE. 3-5/8" METAL STUDS RC P SE E DECK ABOVE RCP SEE GO E LANE M. LYTHDRAWN BY: C R O S S R U N N E R MAIN RUNNER ALL CEILING MOUNTED LIGHT FIXTURES SHALL BE ATTACHED TO SUSPENDED HEAVY-DUTY CEILING GRID. TWO ADDITIONAL WIRES SHALL BE CONNECTED TO THE LIGHT HOUSING AND TO THE STRUCTURE ABOVE (THESE WIRES MAY BE SLACK). WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT, NOR SHALL THEY BE CLOSER THAN 6" FROM ANY UN-BRACED HORIZONTAL PIPING OR DUCTWORK. A TRAPEZE OR SIMILAR DEVICE SHALL BE USED WHERE OBSTRUCTIONS OCCUR. VERTICAL WIRES 12 GA. @ 4'-0" O.C. PROVIDE VERTICAL STRUT OF CONTINUOUS LENGTH OF CEILING GRID OR OTHER APPROVED LIGHT METAL FRAMING ATTACHED TO MAIN RUNNER AND TO STRUCTURE ABOVE TO COUNTER-ACT UPLIFTING FORCES OF SPLAYED WIRES. (1 PER 1,000 SQ.FT. OF SPACE.) 45° MAX. 45° MAX. 45° MAX. 45° MAX. 2" MAX. 2" MAX. 12 GA. MIN. HANGER WIRE MIN. (3) TIGHT TURNS 1- 1 / 2 " MI N . LESSER OF 8" OR 1/4 OF END SPAN 3/4" MIN. 2" MIN. ACOUSTIC PANEL MAIN OR CROSS RUNNER WALL ANGLE WALL CONNECTION ANCHOR 12 GA. MIN. HANGER WIRE MIN. (3) TIGHT TURNS 1- 1 / 2 " MI N . LESSER OF 8" OR 1/4 OF END SPAN 3/4" MIN. ACOUSTIC PANEL MAIN OR CROSS RUNNER SEISMIC PERIMETER CLIP WALL CONNECTION ANCHOR OPTION 1 WALL ANGLE OPTION 2 *PERIMETER SUPPORTING CLOSURE ANGLE TO BE 2" AND ATTACHED AT ONE END WITH THE OTHER END FREE TO SLIDE. MAINTAIN 3/4" CLEARANCE FROM WALL WHERE REQUIRED OR USE ARMSTRONG BERC CLIPS WITH A 1" CLOSURE ANGLE. ALL WIRE LOOPS SHALL BE TIGHTLY WRAPPED AND SHARPLY BENT. LOCAL KINKS OR BENDS SHALL NOT BE MADE IN HANGER WIRES AS A MEANS OF LEVELING MAIN RUNNERS. CEILING GRID SHALL BE INSTALLED LEVEL TO WITHIN 1/8" IN 12 FEET. EACH VERTICAL WIRE SHALL BE ATTACHED EACH END WITH MIN. 3 TURNS. CEILING AREAS OF 1,000 SQ. FT. OR LESS SURROUNDED BY WALLS WHICH CONNECT DIRECTLY TO THE STRUCTURE ABOVE SHALL NOT REQUIRE THE DIAGONAL BRACING WIRES. NOTES: 4. 3. 2. 1.3/8" DIAMETER KWIK BOLT II 2-1/2" EMBEDMENT FOR WIRES (SHALLOW ANCHOR). INSTALL SUSPENDED GRID SYSTEM IN ACCORDANCE TO CISCA 3-4*. USE A HEAVY DUTY T-BAR GRID SYSTEM. VERIFY W/ BLDG. OWNER WHETHER POWDER ACTUATED FASTENERS ARE ALLOWED. 1 2'- 0 " T Y P . CR O S S R UN NER 1 2 '-0 " T Y P . 6 '-0 " M A X . MAIN RUNNER VERTICAL (COMPRESSION) STRUT 12 GA. VERTICAL WIRE SEE SEISMIC EDGE DETAILS WALL ANGLE 8 " M A X . A8.2 5 A8.2 3 OF LIGHT FIXTURE DIM. REF. PLAN DIM. REF. PLAN 3" 2" X 2" X 22 GA CONTINUOUS METAL ANGLE 2" X 2" X 22 GA CONTINUOUS METAL ANGLE LIGHT FIXTURE IF INDICATED ON RCP 5/8" GYP BD ON 3 5/8" STUDS AT 16" OC CEILING AS SCHEDULED 2" X 22 GA CONTINUOUS METAL STRAP TYP 3 5/8" MTL STUD HOR BRACING -BRACE AT 24" OC WHEN VERTICAL HEIGHT EXCEEDS 48" LINE OF STRUCTURE WHERE PARTION IS SMOKE AND/ OR FIRE RATED. RATING TO CONTINUE TO STRUCTURE 5/8" GYP. BD. 3 5/8" MTL. STUD, 25 GA., 16" O.C. SECURED TO STRUCTURE ABOVE. SUSPENDED CEILING AS SCHEDULED PROVIDE CROSS BRACING AS REQUIRED 5/8" GYP. BD. CONCRETE DECK ABOVE 12 GA. MIN. HANGER WIRE 4' O.C. OR AS REQUIRED BY CODE SUSPENDED GYP. BD. CEILING MAIN TEES METAL STUD FRAMED HEADER ANCHORED TO STRUCTURE ABOVE SUSPENDED ACCOUSTICAL SYSTEM CEILING METAL STUD BRACING AS REQUIRED ANCHORED TO STRUCTURE ABOVE CHANNEL MOLDING SCREW INTO CHANNEL CORNER BEAD 6" RECESSED A.C.T. HANGER CLIP W/ 3/4" REVEAL SIM. TO USG DONN MS 164 SHADOW MOLDING EXTERIOR SHEATHING CONT. ROUTED "V" GROOVE SEE EXT. ELEVATIONS 1 1/2" EIFS FINISH SYSTEM,VERIFY WITH WALL LEGEND AND ELEVATIONS 1 1/2" FLUID-APPLIED AIR BARRIER 3/4" 1 1 / 2 " 3/ 4 " 3/4" 1" ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 7 : 1 7 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 GENERAL DETAILS A8.2 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION scale: 1 1/2" = 1'-0"A8.2 8 ROLLER SHADE TO T-GRID TYP. scale: 1 1/2" = 1'-0"A8.2 12 CEILING TRANSITION DETAIL scale:1 1/2" = 1'-0"A8.2 7 ROLLER SHADE TO OPEN STRUCTURE scale: 1 1/2" = 1'-0"A8.2 4 CEILING SOFFIT TYP. (AXIOM) # DATE DESCRIPTION scale: 3" = 1'-0"A8.2 1 CEILING ACCESS DETAIL scale:1" = 1'-0"A8.2 2 CEILING SOFFIT TYP. scale: 1" = 1'-0"A8.2 3 SEISMIC BRACING scale:1 1/2" = 1'-0"A8.2 5 SEISMIC EDGE DETAILS scale: 1" = 1'-0"A8.2 6 SEISMIC SUPPORT scale:1 1/2" = 1'-0"A8.2 9 FURR DOWN SOFFIT-TO-WALL DETAIL scale: 1 1/2" = 1'-0"A8.2 10 CEILING SOFFIT TRANSITION DETAIL scale:1 1/2" = 1'-0"A8.2 11 CEILING TRANSITION W/ REVEAL scale: 6" = 1'-0"A8.2 13 V-GROOVE IN EIFS Su spend ed ceiling to be installed to manu factu rers specifications. ACCESSIBLE URINAL NOTE: IF PARTITION DEPTH > 24", THEN THE DISTANCE B/TRW PARTITIONS NEED TO INCREASE TO 36" URINAL PARTITION ADA APPROVED URINAL 18" MAX. 17 " M A X . 2'-6" 12 " M A X . 60 " M I N . TOILET TISSUE MOUNTING AREA (BELOW BAR)TOILET TISSUE MOUNTING AREA (ABOVE BAR) ADA GRAB BAR. PROVIDE BACKING 12" MAX.42" MIN. 54" MIN. ACC. TOILET CONTROL @ OPEN SIDE 39" - 41" 7"- 9" 1 1 / 2 " 33 " - 3 6 " 39 " - 4 1 " 18 " M I N . 24" MIN.1'-0" 1'-0"2'-0" 18 " M I N . 36" MIN. 17 " - 1 9 " 18 " M I N . 33 " - 3 6 " 24" MIN ACCESSIBLE TOILET ELEVATION 42" MAX 16"-18" THE ONLY DISPENSER AND/OR ACCESSORIES ALLOWED WITHIN THIS AREA: GRAB BARS, TOILET TISSUE, SEAT PROTECTOR & SANITARY DISPOSAL 56 " M I N . 60" MIN ADA GRAB BARS ACCESSIBLE TOILET ADA GRAB BARS ACCESSIBLE TOILET 16"-18"16"-18" * NOTE: 56" MIN. FOR WALL HUNG TOILET 4" MAX. 60" MIN. 59 " * 42 " M I N TOILET PARTITION 17"-19"60 " M I N . 42 " M I N 3'-0" TOILET PARTITION ADA GRAB BAR (BOTH SIDES) ACCESSIBLE TOILET PLAN-NO PARTITIONS ACCESSIBLE STALL TOILET PLAN AMBULATORY STALL PLAN ACCESSIBLE FAUCET ACCESSIBLE LAVATORY 8" 11" GRAY AREA INDICATES REQ'D CLEARANCE 17" MIN. 9"27 " M I N . 34 " M A X . DECORATIVE SIDE PANEL (BEYOND) REMOVABLE DECORATIVE FRONT PANEL -PROVIDE CONCEALED FASTENERS. APRON-SEE MILLWORK DWGS. ACCESSIBLE LAVATORY WALL HANGING BRACKET 48 " A . F . F . SIGNAGE REQ'D @ CABINET DOOR IF NO VIEWING WINDOW IS PROVIDED 48 " A . F . F . VERIFY FIRE RATING REQ. F I R E X T I N G U I S H E R FIRE EXTINGUISHER MOUNTING FIRE EXTINGUISHER CABINET ACCESSIBLE TURN RADIUS 60" MIN. ACCESSIBLE CLEAR FLOOR 30" MIN. 48 " M I N . 60" MIN. T-SHAPE TURN SPACE 36 " M I N 24 " M I N 60 " M I N 12" MIN 24" MIN 12" MIN ADA DRINKING FOUNTAIN APPROACH 30" MIN 48 " M I N 15 " M I N 5" M A X ADA DRINKING FOUNTAIN CLEARANCE 8" 17" MIN. 27 " M I N . 9" 11" 34 " M A X 36 " M A X 38 " - 4 3 " ADA DRINKING FOUNTAIN ELEVATION WHEELCHAIR ACCESS. D.F. STANDARD HT. ACCESS. D.F. SU R F A C E 40 " M A X . H T . TO R E F L E C T I V E MIRRORSANITARY NAPKIN DISP. PAPER TOWEL DISP. PAPER TOWEL DISP. & TRASH WALL HUNG BABY CHANGING TABLE SPECIMEN PASS-THRU CABINET TO C O N T R O L S 48 " M A X . 48 " M A X SOAP DISP. HAND DRYER SANITARY NAPKIN DISPOSAL DOOR HOOKS SWITCHING & OUTLETS TO C O N T R O L S 48 " M A X . SANITARY DISPOSAL RECP. (WITHIN REACH, MIN.18" TO LID) TOILET SEAT PROTECTOR DISP. (WITHIN REACH) ADA ACCESSIBLE HANDHELD SHOWER HEAD ON VERTICAL SLIDER T.O. NON- ABSORBENT FINISH 72 " M I N . SHOWER CURTAIN & ROD IN FORE- GROUND FOLDING SHOWER SEAT - PROVIDE BACKING ACCESSIBLE GRAB BAR W/ BACKING 72 " M I N . CO N T R O L H T . 38 " M I N . CO N T R O L H T . 48 " M A X . ADA ACCESSIBLE HANDHELD SHOWER HEAD ON VERTICAL SLIDER T.O. NON- ABSORBENT FINISH ACCESSIBLE GRAB BAR W/ BACKING IN WALL AREA OF CONTROLS 4" MAX. 33 " - 3 6 " 1'-6" 72 " M I N . T.O. NON- ABSORBENT FINISH FOLDING SHOWER SEAT - PROVIDE BACKING 17 " - 1 9 " SHOWER CURTAIN & ROD 3" - 6 " 18 " M I N . SHOWER CURTAIN & ROD 1'-6" 36" CLR. MIN. 36 " M I N . BACK WALL CO N T R O L W A L L 36 " C L R . M I N . SE A T W A L L ADA CLEARANCE 4" M A X . ADA GRAB BARSFOLDING SHOWER SEAT - PROVIDE BACKING 48" MIN. BEVELED FLOOR EDGE NOTE: INSTALL SIGN ON THE RIGHT SIDE OF DOUBLE DOORS WALL MOUNTED SIGNAGE TO BE LOCATED ON THE LATCH SIDE OF DOOR & CLEAR OF DOOR SWING, MOUNT AT 48" MIN., 60" MAX TO CENTERLINE OF SIGN FROM FINISH FLOOR. HEIGHT OF LETTERS TO BE UPPERCASE 5/8" MIN. TO 2" MAX. CORRESPONDING BRAILLE TO BE INCLUDED ON SIGN TYPICAL WALL SIGNAGE APPROVED STAIRWAY IDENTIFICATION SIGNS SHALL BE LOCATED AT EACH FLOOR LEVEL IN ALL ENCLOSED STAIRWAYS IN BUILDINGS TWO (2) OF MORE STORIES IN HEIGHT. THE SIGN SHALL IDENTIFY THE STAIRWAY, ROOF ACCESS, FLOOR LEVEL AND UPPER & LOWER TERMINUS OF THE STAIRWAY. CORRESPONDING GRADE 2 BRAILLE TO BE LOCATED DIRECTLY UNDER ADJACENT TO SIGNAGE INFORMATION NOTE: North Stair No Roof Access 3 Level Floors B thru 5 1'-0" 1' - 0 " 48 " M I N . - 6 0 " M A X . 48 " M I N . - 6 0 " M A X . 1'-6" MIN. 2'-0" TYP. MI N . 7" CLIP ANGLES SECURE TO ROOF, WALL AND FLOOR AS REQUIRED. PROVIDE SOLID BLOCKING IN WALL AS REQUIRED (8'-0" O.C. MAX.) SECURE TO WALL W/ 3/4" LAG BOLTS. 2 1/2" X 3/8" STEEL BAR STOCK @ LADDER RAILS. 3/4" 0 STEEL KNURLED RUNGS @ 1'-0" O.C. VERTICAL 7" MINIMUM CLEARANCE IN BACK OF LADDER PER OSHA DECK CLOSURE ANGLE ALL AROUND OPENING.3" X 3" X 1/4" ANGLE FRAME OPENING BETWEEN STRUCTURAL FRAMING. CUT BLOCK TO FOLLOW ROOF SLOPE 2 1/2" X 3/8" FLAT BAR STRINGERS, 22" APART W/ 3/8" BENT PLATE ANCHORS AT 2'-6" O.C. VERT. MAX. ANCHORED TO WALL, STRINGERS TO BE SELF SUPPORTING FOR LOADING OF UNBRACED LENGTH TO ROOF DECK WHERE WALL IS FULL HEIGHT. WALL SYSTEMS, SEE PLANS 3/4" DIA. KNURL RUNGS AT 12" O.C. MAX BRACE STRINGER AT FLOOR AND TOP OF WALL & ROOF TYP. CLIP ANGLES SECURE TO ROOF. WALL AND FLOOR AS REQUIRED PROVIDE SOLID BLOCKING IN WALL AS REQUIRED (8'-0" O.C. MAX.) SECURE TO WALL WITH 3/4" LAG BOLTS. STRINGER BOLTED TO FLOOR W/ 3/8" BENT PLATE BRACKETS RIGID INSULATION AND ROOF MEMBRANE, SEE ROOF PLAN 3 A8.3 CURB W/ INTEGRAL CAP FLASHING (TYP.) BASE FLASHING SYSTEM UNDER MEMBRANE. ROOF ACCESS HATCH W/ CLASPS FOR PADLOCKS FALL PROTECTION RAILING. INSTALL PER MANUFACTURER'S RECOMMENDATION, PROVIDED WITHIN 10'-0" OF EXTERIOR WALL WHERE PARAPET IS LESS THEN 42". PAINT RAILING TO MATCH PARAPET CAP/ WALL. VERIFY COLOR WITH ARCHITECT HA N D R A I L S 1'-0" ABOVE ROOF BRACE STRINGER @ BOTTOM & TOP OF WALL & ROOF WHERE APPLICABLE BOLTED TO FLOOR W/ 3/8" BENT PLATE BRACKETS BRACE STRINGER @ BOTTOM & TOP OF WALL & ROOF 3/4" DIA. KNURL RUNGS @ 12" O.C. MAX 2 1/2" X 3/8" FLAT BAR STRINGERS, 22" APART W/ 3/8" BENT PLATE ANCHORS @ 2'-6" O.C. VERT. MAX. ANCHORED TO WALL, STRINGERS TO BE SELF SUPPORTING FOR LOADING OF UNBRACED LENGTH TO ROOF DECK. WHERE WALL IS NOT FULL HEIGHT. ANGLE OF SUFFICIENT SIZE 3/4" DIA. BARS FLAT BAR 2-1/2" C 3/8" OR LARGER NOTE: SEE WALL SECTIONS FOR WALL SPECIFIC DIMENSIONS. ELEVATION VARIES T.O. WALL B.O. LADDER VERIFY WITH OWNER 2'-0" X 4'-0" SCREEN SECURITY DOOR OVER RUNGS. DOOR CONSTRUCTION OF WELDED 1-1/2" X 1-1/2" STEEL ANGLE WITH DIAMOND MESH INFILL. SECURED WITH WELDED HINGES ON ONE SIDE AND LOCKABLE HASP ON BOTTOM OF OTHER SIDE, PAINTED. PADLOCK WELDED HINGE CONNECTIONS FACE OF WALL (2 ' - 6 " ) 3" MAX SEE WALL SECTION VARIES 23 ' - 4 " 12'-8" 10 ' - 1 0 " 10 ' - 1 0 " 9 A8.3 4" 11 ' - 4 " 11 ' - 4 " 3'-6" 6" 6" 3'-6" 2' - 9 " 3' - 0 " 5' - 0 " 6' - 0 " 5' - 0 " 3' - 0 " 2' - 9 " ST R U C T U R A L VE R I F Y W / 1' - 0 " 1'-0" 2'-6" 8' - 0 " 2" 6" 4" VERIFY W/ PLAN 1'-0" 3" 2" 10" 6" 8' - 0 " 3' - 6 " 6" 1'-6" 5' - 0 " 8" COLORED SPLIT FACE CMU. VERIFY COLOR WITH ARCHITECT WELD BRACES TO GATE FRAME IF REQUIRED, PAINTED. 6" O.D. POST, PAINTED. 4 STEEL HINGES ON EACH POST, PAINTED. SOLID METAL DOOR. CONCRETE CAP AROUND ENTIRE WALL. SLOPE TOP OF CAP TO DRAIN WATER. LATCH W/ ROD TO CONCRETE BELOW, GALVANIZED. #4 BARS @ 12" O.C. BOTH WAYS STEEL SLEEVE EMBEDDED IN CONCRETE SLAB REINFORCE WITH (6) # 6 BARS (VERTICAL) AND #3 CIRCULAR TIES @ 6" O.C. SELF-LATCHING GATE LATCH, PAINTED. A8.3 10 NOTE: GATES SHALL BE MADE OF OPAQUE METAL. COLORS SHALL BE CONSISTENT WITH THE MAIN BUILDINGS. NOTE: PROVIDE PADLOCKABLE GATE LATCH SIMILAR OR EQUIVALENT TO REID SUPPLY #SUG-542 OR 543 FRONT SIDE TOP TAPPER INSUL TO COLLAR 2" COLLAR @ OVERFLOW DRAINS ONLY OVERFLOW DRAIN ROOF DRAIN SINGLE PLY ROOF MEMBRANE RIGID INSULATION ROOF DECKING 2'-0" 2" GLASSMAT BOARD UNDER MEMBRANE ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C: \ U s e r s \ a s o e s \ C l a r i t y D e s i g n G r o u p \ C l a r i t y D e s i g n G r ou p - D o c u m e n t s \ 0 1 - C u r r e n t P r o j e c t F i l e s \ C o n n e c t i o n s\ R e x b u r g \ D r a w i n g s \ 0 3 _ A r c h i t e c t u r a l \ R e v i t \ C o n n e c t i o n s_ R e x b u r g . r v t 4/ 1 2 / 2 0 2 3 3 : 3 7 : 2 1 P M © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 GENERAL DETAILS A8.3 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION scale:1/4" = 1'-0"A8.3 1 STANDARD ADA CLEARANCES scale: 1" = 1'-0"A8.3 3 ROOF ACCESS LADDER scale:1" = 1'-0"A8.3 5 ROOF HATCH SECTION DTL. scale: 3/4" = 1'-0"A8.3 4 ROOF ACCESS LADDER scale:1/4" = 1'-0"A8.3 8 TRASH ENCLOSURE scale: 1/2" = 1'-0"A8.3 9 TRASH ENCLOSURE SECTION scale:1/2" = 1'-0"A8.3 11 TRASH ENCLOSURE ELEVATION scale: 1/4" = 1'-0"A8.3 10 GATE LATCH DETAIL # DATE DESCRIPTION 1 04.19.2023 Addendum scale:1 1/2" = 1'-0"A8.3 2 ROOF DRAIN DETAIL 1 BASIS OF DESIGN 1.BUILDING CODE 2018 IBC 2.RISK CATEGORY II 3.GRAVITY DESIGN: DEAD LOADS: Roofs 20 psf Floors 30 psf Stairs 55 psf Fire suppression elements & piping included in loads above LIVE LOADS: Roofs 20 psf Floors 50 psf Partitions 15 psf Stairs and exitways 100 psf Balconies 75 psf Gym Mezzanine 100 psf SNOW LOADS: Snow load on ground, Pg 50 psf Snow load on flat roof, Pf 35 psf Exposure factor, Ce 1.0 Importance factor, Is 1.0 Thermal factor, Ct 1.0 4.WIND DESIGN Basic wind speed 105 mph (3s gust, Ultimate) 82 mph (3s gust, Nominal) Exposure C Internal pressure coefficient, GCpi ±0.18 Components and cladding (C&C) wind pressures: 5.SEISMIC DESIGN: Importance factor, Ie 1.0 Mapped Spectral response accelerations: Ss & S1 0.372 & 0.144 Site class D Spectral response coefficients: SDs & SD1 0.373 & 0.222 Seismic Design Category D Basic Seismic-Force-Resisting System Bearing wall systems Special reinforced masonry shear walls Design Base Shear Cs*W kips Seismic response coefficient, Cs 0.075 Response modification factor, R 5.0 Analysis procedure Equivalent Lateral Force 6.SOILS: Soil bearing pressure 3000 psf Minimum frost cover 36 inches 7.ABBREVIATIONS: EOR = Engineer of record. See professional stamp this page. UNO = Unless noted otherwise Nominal C&C Wind Pressures (psf) (0.6*W) Location Tributary area (ft²) < 10 50 100 500 Roof Negative Zone 1 -19.3 -16.3 -15.0 -12.1 Negative Zone 2 -25.4 -21.6 -20.0 -16.2 Negative Zone 3 -25.4 -21.6 -20.0 -16.2 Positive Zones: 1, 2, 3 10.0 10.0 10.0 10.0 Walls Negative Zone 4 -12.0 -10.8 -10.4 -10.0 Negative Zone 5 -14.8 -12.5 -11.5 -10.0 Positive Zones: 4, 5 11.1 10.0 10.0 10.0 Width of pressure coefficient zone:a = 5.2 ft GENERAL 1.THE GENERAL CONTRACTOR SHALL: A.Be familiar with the contract documents and insure that subcontractors are familiar with their portion of the work. Submit a written request to the Arch/EOR for approval before proceeding with any changes. B.Verifies site conditions and dimensions at the site. If they differ from the contract documents, notify the Arch/EOR prior to fabrication/construction of affected elements. Affected details may require redesign. C.Report to the Arch/EOR modifications made to the structure. D.Be responsible for safety and protection on and around the job site and adjacent properties. 2.THE GENERAL CONTRACTOR SHALL COORDINATE: A.And verify locations, weights and sizes of mechanical units, equipment, etc. prior to the fabrication and erecting of structural supporting elements. Report sizes and locations that differ from those shown on the drawings to the Arch/EOR for review. Additional framing maybe required. B.Roof, floor, and wall openings required for mechanical, etc. which are not shown on the structural drawings with the Arch/EOR. C.Any structural situation not covered by the drawings with the Arch/EOR. D.Doors, windows, walls, elevations, slopes, stairs, curbs, drains, recesses, depressions, railings, waterproofing, finishes, chamfers, kerfs, pads, landscape walls, trenches in slabs, etc. with the structural work. E.Inspections, testing, and structural observations as work proceeds. Notify the EOR 48 hours prior to any required structural observations. 3.CONTRACT DOCUMENTS & DRAWINGS: A.These structural notes complement the specifications and the drawings. B.Specific details, sections and notes shown on the drawings govern over these general notes and typical details. C.Contract documents take precedence over shop drawings, UNO. D.Apply typical or similar details, sections and notes to similar situations on the drawings where specific details are not referenced. E.Drawings and details have been prepared to visually represent information provided in scaled form. However, DO NOT scale plans or details for dimensional information. F.Refer to architectural drawings for dimensions. 4.BUILDING CODE COMPLIANCE: Construction, inspection, materials, testing, and workmanship shall conform to the requirements of the governing building code. 5.CONSTRUCTION SEQUENCE, SHORING, AND BRACING REQUIREMENTS: The general contractor is responsible for the method, means, and sequence of structural erection, UNO. He shall provide adequate temporary shoring or bracing for all structural elements until the entire structural system is completed. Design of shoring and bracing is by others at no additional cost to the owner. 6.OMISSIONS, CONFLICTS & DISCREPANCIES: A.Bring omissions, conflicts or discrepancies between the elements of the contract documents to the attention of the Arch/EOR before proceeding with work involved. B.In case of conflicts or discrepancies, follow the most stringent requirements as directed by the Arch/EOR. 7.COLD WEATHER CONSTRUCTION: A.For all concrete footing, foundations and masonry block, use concrete curing blankets (or approved equal) to prevent freezing and keep the concrete and masonry at an optimal curing temperature. Use insulation blankets or heated enclosures to maintain concrete and masonry temperatures above 50° degrees Fahrenheit for three to seven days. 8.MISCELLANEOUS: A.During and after construction, builder and/owner shall keep loads on the structure within the limits of this design. See Basis of Design. B.Site observations by WCA's field representative shall neither be construed as inspection nor approval of construction. C.Stairs shall be per the architectural drawings. Steel fabricator shall submit stair shop drawings for the Arch/EOR to review. D.The elevator manufacturer shall supply all elevator machinery support beams, guide rails, supports, etc. Submit shop drawings that identify elevator loads imposed onto the structure. Additional framing may be required to support these loads. 9.SUBMITTALS: A.Make submittals in a timely manner. WCA's review is for general compliance only and is not intended as approval. Contractor is responsible for verifying sizes, dimensions and elevations on submittals as related to the contract documents. B.Submit the following items for review prior to proceeding with the work: a. Construction submittals (shop drawings): Concrete material Certifications & mix designs. Masonry material Certifications, grout & mortar designs. Reinforcing steel Steel stairs Structural steel Wood joist and beams (Manufactured) Special loads on the structure Roof, floor and wall openings not shown on the drawings Welding procedures and certifications b. Deferred submittals: Wood truss's & calculations (Pre-fabricated)* Steel joist/girder Seismic bracing of fire suppression pipes Seismic attachment and bracing of roof top mechanical equipment Seismic bracing of suspended ceilings Seismic bracing of ducts and pipes *stamped by a professional engineer currently registered in the state of the project. C.Allow two weeks for the review of submittals by the EOR. D.Have EOR approved shop drawings & materials on site before construction of those components begins. E.Substitutions are not allowed unless approved by the EOR. Submit requests for structural substitutions to the Arch/EOR. CONCRETE (Concrete Cont.) 5.FOOTINGS: A.Bear footings on properly prepared materials. B.Center footings on the wall or column above, UNO. C.Bear exterior footings below the effects of frost. See Basis of Design. D.Provide 2x4 beveled key in continuous wall footings. E.Stagger footing construction joints from wall construction joints above by at least 6 feet. F.Provide corner bars in continuous footings at corners and intersections. G.Add (2) #6 or (3) #5 lengthwise top bars in addition to footing schedule reinforcement at continuous footings without concrete foundation walls directly above (door openings, etc.). H.DO NOT allow penetrations through any concrete footing. At utilities, step the footing down below the conflict and add a concrete wall, pier or column that extends to the footing. Consult with the EOR. I.Backfill bearing surfaces that are undermined during construction with a lean concrete mix (1000 psi min.). 6.SLABS ON GRADE (SOG): A.Minimum Interior slabs on grade requirements: 4 inches thickness. 4 inch layer of free-draining gravel base. #4 bars at 24" o.c. both ways, UNO. Chair rebar for proper placement. B.Place large areas of interior slabs-on-grade in strips not to exceed 120 feet in length nor 20 feet in width. Subdivide by construction or contraction (control) joints into roughly squares whose sides DO NOT exceed 10 feet in either direction. C.See Architectural for exterior slabs on grade, UN0. 7.WALLS: A.Place vertical reinforcing in the center of walls (UNO) unless each face (E.F.) is specified. When each face is specified, splice the horizontal reinforcing of each curtain at different locations. B.Dowel vertical reinforcing to the structure below and above with the same bar size and spacing, UNO. C.Terminate horizontal reinforcing at the ends of walls or openings with a standard hook or corner type bars. Provide corner bars of the size and spacing as the horizontal reinforcing at intersections and corners. D.Build penetrations into the wall before pouring concrete. Have the penetrations reviewed by the EOR prior to installation unless detailed on the plans. E.Provide drains at the base of retaining and basement walls. 8.COLUMNS: A.Splice vertical reinforcing a minimum length of 40 bar diameters. Splices shall occur at floor levels, UNO. B.Space lateral ties in columns at 1/2 the regular spacing but not more than 6 inches on center at the top and bottom of the column for a distance of 1/6 the clear column height, the minimum column plan dimension, or 18 inches, whichever is greater. C.At column cross-sectional changes, offset longitudinal bars at floor levels. Slope the inclined bars, at the offset, no more than 1 in 6. Provide lateral ties one foot below, above and thru the offset at 3" o.c., UNO. REINFORCING STEEL 1.CODES AND STANDARDS. Comply with: A.CRSI "Manual of Standard Practice". B.ACI "Detailing Manual", ACI 315 (or SP-66). 2.MATERIALS: A.New stock deformed rebar: ASTM A615, Grade 60, except as noted. a.Field bent dowels: ASTM A615, Grade 40 or ASTM A706, Grade 60, Low-Alloy Steel. Reduce spacing of grade 40 dowels by 1/3. b.Welded rebar: ASTM A706, Grade 60, Low-Alloy Steel. c.Deformed bar anchors (DBA's):See materials under section 'Structural Steel' B.Masonry joint wire: ASTM A82. C.Use mechanical splice couplers capable of developing 125% of the specified bar strength. 3.CONSTRUCTION: A.Detail, bolster, and support all rebar. Tie bars securely with proper clearances before casting concrete. B.Use rebar free of loose flaky rust, scale, grease, oil, dirt, and other materials, which affect or impair bond. C.Place rebar continuous in walls, beams, columns, slabs, footings, etc. D.Minimum lap splices (Inches), for normal weight concrete and masonry, UNO: Concrete: Masonry: See schedule "MASONRY - MINIMUM BAR LAP LENGTHS" In suspended slabs and beams, make top bar splices at mid-spans and bottom bar splices at supports, UNO. E.Make cold bends. DO NOT use heat. Bends in the fabricator's shop, UNO. DO NOT unbend or rebend a previously bent bar. F.Minimum concrete cover: (securely position and anchor rebar prior to pour) Cast against and permanently exposed to earth 3" Exposed to earth or weather: #6 and larger 2" #5 and smaller 1-1/2" NOT exposed to earth or weather: Slabs, walls and joist, #11 & smaller 3/4" Beams, columns: Main reinforcing or ties 1-1/2" Slabs-On-Grade (SOG)Center of slab, UNO G.In masonry, place and position rebar according to the structural drawings while laying units. Secure against displacement at intervals not to exceed the following: #4 and smaller 6'-0" #5 and larger 10'-0" H.DO NOT weld reinforcing unless specifically noted. Use E-90XX electrodes and ASTM A706 reinforcing. Comply with AWS requirements. I.Use epoxy coated reinforcing when specifically noted. Increase lap splice lengths by a factor of 1.2. Concrete Development Lap Splice (inches) Bar Size Grade 60 28 Day Cylinder Concrete Strength (psi) 2500 3000 3500 4000 4500 5000 6000 #3 19 18 16 15 14 14 13 #4 25 24 22 20 19 18 17 #5 32 29 27 25 24 23 21 #6 38 35 32 30 28 27 25 #7 69 63 58 54 51 49 45 #8 78 72 66 62 59 56 51 #9 88 81 75 70 66 63 57 MASONRY 1.CODES AND STANDARDS: Comply with TMS 602, "Building Code Requirements for Masonry Structures". 2.MATERIALS: A.Concrete Masonry Units (CMU), ASTM C90, Lightweight or Medium weight B.Concrete Masonry compressive strength, f'm = 2000 psi. 1. Determine the compressive strength of concrete masonry using one of the following methods: a. Unit Strength Method, in accordance with TMS 602 Section 1.4B.2, meeting the concrete masonry compressive strength, f'm, as noted above b. Prism Test Method, in accordance with TMS 602 Section 1.4B.3, meeting the concrete masonry compressive strength, f'm, as noted above C.Mortar: Use Type "S". Mortar shall conform to the requirements of ASTM C270. Admixtures shall not be added to the mortar mix. D.Grout shall conform to the requirements of ASTM C476. For masonry assemblies with f'm > 2000 psi, provide grout compressive strength that equals or exceeds f'm. Determine the conpressive strength of grout in accordance with ASTM C1019. Do not use admixtures unless approved by the EOR. 3.CONSTRUCTION: A.Store masonry under cover at the job site. B.Fully bed face shells. C.Tool Mortar joints concave. D.DO NOT use mortar for grout. E.DO NOT use any frozen materials. F.Use either low or high lift grouting procedures. G.Consolidate grout by mechanical vibration during placing and reconsolidated after excess moisture has been absorbed but before workability is lost (45 minutes max.). H.Grout solid cells containing rebar, bolts, anchors, etc. I.Grout steel joist and steel beam pockets solid, UNO. J.Provide 1" of grout around bolts in side shells. K.DO NOT allow penetration through any beam, column, pier, or jamb without the EOR's approval. Otherwise, re-route penetrations at those locations. L.Prior to placing masonry, check with trades to insure proper placement of openings, block outs, sleeves, conduits, bolts, inserts, embeds, dowels, etc. 1.WALLS: A.Use running bond. Build corners and intersections as an integral unit. B.Dowel vertical reinforcing to the structure below and above with the same size bar and spacing, UNO. C.Place vertical reinforcing at the centerline of the wall unless each face (E.F.) is specified, UNO. D.Provide vertical reinforcing in grouted cells at corners and intersections. E.Terminate horizontal reinforcing at wall ends or openings with standard hooks or corner type bars. Provide corner bars of the same size bar and spacing as the horizontal reinforcing at corners and intersections. F.Make horizontal bars continuous where concrete walls, columns, or pilasters interfaces. Provide a key between the masonry and concrete. Grout key solid. G.Construct bond beams at the top course and at floor and roof diaphragm interfaces. H.Construct penetrations thru walls as they are being laid. Add 2-#5 bars in grouted cells on all sides of opening which exceed 24 inches in either direction, UNO. Extend vertical edge bars the full height of the wall between floor or roof support. Extend horizontal edge bars 24 inches beyond the opening edges. I.DO NOT place construction or expansion joints in beams, headers, columns or supports, UNO. 5.BEAMS: A.Build beams as an integral part of their supports. No toothing or doweling is permitted. Provide masonry units with one opened end (No back-to-back end shells). Grout beams solid the full depth as shown in the masonry beam schedule. B.Reinforcing in the masonry beam schedule is in addition to standard wall reinforcing. C.Place horizontal top bars in the top 4 inches of the beam and extend 72 bar diameters beyond the edge of the opening or terminate with a hook. Splice bars at mid-spans, UNO. D.Place horizontal bottom bars in the bottom 4 inches of the beam and extend 24 inches beyond the edge of the opening or terminate with a hook. Splice bars at supports, UNO. E.Hook vertical stirrups around bottom horizontal bars. Also hook them around the top horizontal bars or extend them into the wall above the beam a minimum of 48 bar diameters. Grout solid. 6.COLUMNS: Grout wall jambs (sides of openings) piers & columns solid the full height of member (floor to floor, etc.). Reinforce wall jambs with (2) #5 vertical bars for each grouted cell (one cell for each 4'-0" of span or portion thereof) with a #5 placed at each side face of the wall jamb, UNO. WOOD 1.CODES AND STANDARDS. Comply with: A.The ANSI/AF&PA "National Design Specification", (NDS). B.The grading requirements of the WWPA. C. Preservative Treatment requirements of the AWPA. 2.MATERIALS: (All materials shall be clearly marked) A.Structural lumber species and grade shall be as follows: a.Joists, beams or headers:'DF/L #2' or better. b.Posts and columns:'DF/L #1' or better. c.Studs: 'DF/L #2' or better. d.Sill plates:'DF/L #2' or better, treated. B.Manufactured joists: Trus-Joist or approved equal. C.Structural Glued-Laminated Timber: 24F-V4 for simple spans and 24F-V8 for continuous or cantilevered beams. D.Engineered Lumber: a.Structural Laminated-Veneer-Lumber (LVL): conform to the following minimum design values: Fb =2,600 psi. (Joist/Beam orientation) Fv =285 psi. E =2,000,000 psi. E.Wood structural panels shall be Exposure 1 Grade or better APA rated sheathing with exterior glue and conform to Standard PS 1-83, or PS 2-92. F.Wood connectors shall be Simpson Strong-Tie. 3.CONSTRUCTION: A.See plans for roof and floor joists sizes. Joists shall be laterally supported at bearing points by solid blocking or with metal hangers. B.Erect manufactured joists in accordance with the fabricator's commendations. Joists shall be able support the loads published in their design catalogs. C.Provide bridging at 8'-0" o.c. maximum spacing for dimensional lumber and LVL joists. Provide bridging in all other manufactured joists as per the manufacturer's recommendations. D.Fill all nail holes, round and triangular, in wood connectors (framing anchors, joist hangers, purlin anchors, etc.) with nails as specified by the manufacturer, UNO. E.Bolts and all-threads in wood connectors shall be machine rated bolts, A307 or better. F.Install washers under all bolt nuts. Make bolt holes only 1/32 to 1/16 inch larger than bolts. Tighten nuts snugly, but DO NOT crush the wood. DO NOT countersink bolts, UNO. G.Specified nails are common and shall correspond to the following diameters and lengths: 16d - 0.162Øx3-1/2"; 10d - 0.148Øx3"; 8d - 0.131Øx2-1/2" long) H.Minimum nailing of members: Conform to IBC, Table 2304.9.1, UNO. I.Nail built-up beams of 2x_ members 12" deep or less together with 0.162Øx3-1/2" nails at 12" o.c., staggered. Add (2) 0.162Øx3-1/2" common nails at supports. Bolt 2x_ members deeper than 12" together with 1/2" bolts at 16" o.c. staggered. Add (2) bolts at supports. UNO. J.All drilled holes and cut ends of preservative-treated and fire-retardant-treated wood shall be field treated with a preservative per AWPA Standards. K.Fasteners (including nuts and washers) in preservative-treated and fire-retardant-treated wood shall conform to IBC Section 2304.10.5, UNO. WOOD ROOF TRUSSES (PRE-FABRICATED) 1.PRODUCT: Design and fabricate roof trusses in accordance with the requirements of the Truss Plate Institute (TPI). Use galvanized metal gusset plates designed and manufactured per approval of "The Research Committee for the ICBO". 2.DESIGN: A.The truss manufacturer is responsible for the design and fabrication of the truss system and it's bracing requirements. B.Design trusses to support the loads listed under Basis of Design, this sheet. C.Consider the effects of eccentric loading in the design of heel joints. D.No stress increase for plate connectors is allowed. E.Submit complete calculations and shop drawings indicating member forces, stresses, lumber grades, dimensions, metal truss plate sizes and locations and bracing requirements for review prior to fabrication. 3.FABRICATION: A.Fabricate in jigs with accurately cut lumber. Provide full bearing at joints. B.Use kiln dried lumber. C.Position members as shown on the drawings, if provided. Otherwise follow the approved shop drawings. D.Press plates into members to obtain full penetration. DO NOT crush the wood. E.Balance plates on the joint as the stresses require. Provide a minimum bite of 2.5" length on each member. The minimum size of any connector shall be 12.5 square inches. F.Dimension connectors on the shop drawings for each joint. 4.ERECTION: A.Brace roof trusses in accordance with the "Lateral Bracing Requirements" of the TPI. B.Nail multiple trusses together with 16d at 12" o.c. on all chord and web members, minimum. See fabricators shop drawings for additional nailing requirements. STRUCTURAL STEEL (Structural Steel Cont.) 3.CONSTRUCTION: A.Fabricate in an approved fabricator's shop. B.Fabricate beams with incidental camber up, UNO. C.Use 6000 psi (minimum at 28-day) non-shrink liquid grout beneath bearing plates. Place grout per manufacturer's recommendations prior to loading member. D.Add deformed bar anchors to structural sections embedded in concrete or masonry, UNO. Use the same size and spacing as the adjacent reinforcing bars. Minimum length of bars shall be 48 bar diameters but not less than 24 inches. 4.BOLTED CONNECTIONS: A.Use 3/4" diameter bolts in Std. holes (bolt diameter + 1/16"), UNO. B.Steel-to-steel connections: Use ASTM A325 type "N" connections, UNO. C.Other connections: Use ASTM A307 bolts or better except for anchor rods, UNO. D.Use hardened washers beneath the turned element of the bolt or nut. Use beveled hardened washers where the outer face of bolted parts has a slope greater than one in twenty with respect to the plane normal to the bolts axis. At oversized holes, use hardened washers or plates at least 5/16" thick conforming to ASTM F436. E.Tighten bolts until all plies of the joint are in firm contact. Snug tight condition, UNO. F.Pretensioned bolts with Class A faying surfaces are required at all steel to steel connections for Moment Frames (SMF, IMF and OMF), Braced Frames (SCBR, OCBF and BRBF) and Eccentrically Braced Frames (EBF). G.Enlarge bolt holes by reaming. DO NOT torch cut. 5.WELDED CONNECTIONS: A.Perform welding and cutting by AWS certified welders in accordance with ANSI/AWS D1.1 (latest edition). B.For typical shop & field welds, use filler metals with nominal 70 ksi tensile strength having: a.Matching material for multiple pass welds. b.A diffusible hydrogen limit of H16 or less. c.A CVN toughness of 20 ft-lbs at 0 deg. F. C.For shop & field weld connections of lateral load resisting elements (all braced frames and all moment frames (demand critical welds)), use filler metals with nominal 70 ksi tensile strength having: a.Matching material for multiple pass welds. b.A diffusible hydrogen limit of H16 or less. c.A CVN toughness of 40 ft-lbs at 70 deg. F. D.Use pre-qualified procedures. E.Weld intersecting steel shapes together, which are not connected with bolts, with all-around fillet welds, UNO. F.Weld studs and DBA's according to Manufacturer's specs. G.Wherever possible use shop welds. The contractor shall coordinate field and shop welds between shop fabrication and the steel erector. H.Remove slag from welds. 6.Provide full depth web stiffeners at each side of all beams at all bearing points. A.Stiffener plates shall be the thickness called out below unless noted otherwise, and shall be welded both side with fillet welds all around: Flange width Stiffener thickness Weld size Less than 8 1/4”1/4”3/16” 8 1/4” - 12 1/4”3/8”1/4” 12 1/4” - 16 1/2” 1/2”5/16” 16 1/2” - 20 1/4”5/8” 3/8” GENERAL NOTES FOR STRUCTURAL SHEETS 4" 5" 6" 7" 12" 5" 6" 8" 10" 3/8" 1/2" 5/8" 3/4" 3/8" 1/2" 5/8" 3/4" 7/8" Not permitted unless specificly noted in drawings. #6 #5 #4 #3 #7 #6 #5 #4 #3 CMU (hollow) CMU (grouted) Concrete Embedment Length Threaded Rod Ø Rebar DowelS Embedment of Adhesive Anchors Base Material Notes: 1. Installation shall be in accordance with the manufacturer's recommendations and specifications. 2. Embedment length is into structure and not veneer, uno. 3. Rebar shall be deformed. FOUNDATIONS 1.SOILS REPORT: A.Foundations and retaining wall systems have been designed following the recommendations contained in a soils report prepared by: Materials Testing and Inspections MTI File Number: E190211g Dated: Nov. 6, 2019. Obtain a copy from the architect. This design assumes the recommendations contained in this report are being followed. B.If soil conditions vary from the report or if the report has been amended, etc., the contractor shall immediately inform the EOR. Foundations as shown on the drawings may require revision. 2.Soil preparation under footings and slabs-on-grade shall be in accordance with the soils report. 3.The general contractor is responsible for soil excavation, back fill and support of adjacent properties during earthwork. 4.All walls (except cantilevered retaining walls) shall be adequately brace against lateral movement prior to backfilling. Design and erection of bracing/shoring is the general contractor's responsibility. Bracing shall remain in place until supporting structural elements are in place and have attained full strength. If walls are not braced, DO NOT backfill until suspended floor is in place and concrete has attained full strength. STEEL DECK 1.PRODUCT: A.See plans for deck size and gauge, etc. B.Manufacture deck and accessories from cold rolled steel conforming to ASTM A653 or A1063 Grade 50 (galvanized G60), and conform to the Steel Deck Institute and AISC Standards. 2.CONSTRUCTION: A.Install deck with a minimum of 3 spans, UNO. Where such layout is impossible, decking must meet design criteria for simple span condition. B.Provide 2" minimum deck bearing and 4" lap at splice locations. Provide structural support (angles, etc.) around the perimeter of all deck openings. C.DO NOT bend or mar deck. D.Store decking off the ground with one end elevated. Cover with waterproof material and ventilate to avoid condensation. 3.DECK WELDING REQUIREMENTS: A.See plans for welding pattern. B.Weld to framing members with E60XX or E70XX electrodes. C.Use 3/4" diameter puddle welds. Penetrate all deck layers with weld metal and have proper fusion to the supporting steel. D.Crimp side seams before welding side laps or use Verco's Punchlok system w/ connections @ 12" o.c. max. Engage all layers of the deck material. (A standard button punch can NOT be used in place of Verco's Punchlok.) E.Overlap end laps at least 2" directly over a single steel support. Place welds 1" from the edge of the deck or more. F.Welds 3/8" x 1.5" long may replace 3/4" diameter welds. CONCRETE 1.CODES AND STANDARDS. Comply with the following Codes: A.ACI 301, "Specifications for Structural Concrete for Buildings". B.ACI 318, "Building Code Requirements for Reinforced Concrete". C.ACI 347, "Recommended Practice for Concrete Form Work". 2.MATERIALS shall conform to the following: A.Cement: ASTM C150, Portland Cement. B.Hard rock aggregates: ASTM C33 Lightweight aggregates: ASTM C330 C.Water shall be potable. D.Air entrainment: ASTM C260 E.Fly ash: ASTM C618 F.Calcium chloride SHALL NOT be used. 3.MIX DESIGNS: A.Place only one type of concrete at any given time. B.The maximum slump shall be 4" w/o plasticizer added. C.Use pea gravel and/or plasticizer in congested areas. D.Limit fly ash to 20% of the total cement. E.Concrete mixes shall conform to the following: 4.CONSTRUCTION: A.Mechanically vibrate concrete during placement. B.Prior to placing concrete, check with trades to insure proper placement of openings, block outs, sleeves, curbs, conduits, bolts, inserts, embeds, dowels, etc. Place anchor bolts and dowels prior to casting concrete, UNO. C.Form construction joints and bulkheads with a key way. Intentionally roughen contact surfaces (new or existing) at construction joints prior to casting adjacent pours, UNO. D.Add additional reinforcing too sides of floor and wall opening, equivalent to the bars cut by the opening with half to each side of the opening or (2) #5 bars, whichever is greater, UN0. Bars parallel to the principal reinforcing shall run full length of the span. End bars in the other direction with a standard hook. Add (2) #5 x 5'-0" diagonal bars at every corner. E.DO NOT allow penetrations through any beam, joist, column, pier, footing, or jamb without the EOR's approval. Otherwise, re-rout the penetration. Concrete Mix Designs Location f'c at 28 days (psi) Max W/C Ratio Max Aggregate Size Air Content (%) Exposure Classes Special Inspection & TestingFSC Footings 3500 0.50 3/4 3 +/-1 F1 S0 C0 Yes Foundation walls & grade beams 3500 0.50 3/4 3 +/-1 F1 S0 C1 Yes Slabs on Grade Interior 3000 0.50 1.5*0 to 2 F0 S0 C0 No Exterior 4000 0.45 1.5*6 +/-1 F1 S0 C1 No *Well-graded Aggregates required, follow ACI 302 for sand gradation. POST-INSTALLED ANCHORS 1.PRODUCT: Adhesive Anchors A.Adhesive for Concrete connections shall be: 1. HIT HY 200 (ESR-3187) by Hilti Corporation 2. Pure110+ (ESR-3298) by DeWalt 3. AC200+ (ESR-4027) by DeWalt 4. SET-3G (ESR-2508) by Simpson Strong Tie. 5. AT-XP (IAPMO UES ER-263) by Simpson Strong Tie. 6. Alternative epoxies may be used if an ESR approval for use in cracked concrete is submitted to the structural engineer prior to use. B.Adhesive for solid grouted concrete masonry & hollow block connections shall be: 1. HIT HY 270 (ESR-2682) by Hilti Corporation 2. AC100+ Gold (ESR-3200) by DeWalt 3. AT-XP (IAPMO 0281) by Simpson Strong C.Follow all of the manufacturer's recommendations and ESR for epoxy installation. 2.PRODUCT: Mechanical Anchors A.Mechanical Anchors for Concrete connections shall be: 1. Kwik Bolt TZ (ESR-1917) by Hilti Corporation 2. Power-Stud+ SD2 (ESR-2502) by DeWalt 3. Strong-Bolt (ESR-1771) by Simpson Strong Tie Inc. 4. Alternative mechanical anchors may be used if an ESR approval for use in cracked concrete is submitted to the structural engineer prior to use. B.Mechanical Anchors for Masonry Connections shall be: 1. Kwik Bolt 3 (ESR-1385) by Hilti corporation (grout filled masonry applications) 2. Power-Stud+ SD1 (ESR-2966) by DeWalt, (grout filled masonry applications) 3. Wedge-All (ESR-1396) by Simpson Strong Tie Inc. (grout filled masonry applications) C.Follow all of the manufacturer's recommendations and ESR for mechanical anchor installation. 3.PRODUCT: Screw Anchors A.Screw Anchors for Concrete connections shall be: 1. Kwik HUS-eZ (ESR-3027) by Hilti Corporation 2. Screw-Bolt (ESR-3889) by DeWalt 3. Titen HD (ESR-2713) by Simpson Strong Tie Inc. 4. Alternative screw anchors may be used if an ESR approval for use in cracked concrete is submitted to the structural engineer prior to use. B.Screw Anchors for grout filled Masonry connections shall be: 1. Kwik HUS-eZ (ESR-3056) by Hilti Corporation 2. Screw-Bolt (ESR-4027) by DeWalt 3. Titen HD (ESR-1056) by Simpson Strong Tie Inc. C.Follow all of the manufacturer's recommendations and ESR for screw anchor installation. 4.Installation requirements for Adhesive anchors: A.Adhesive anchors installed in horizontal to vertically overhead orientation to support sustained tension loads shall be done by a certified adhesive anchor installer (aai) as certified through aci/crsi (ACI 318 17.1.2). proof of current certification shall be submitted to the engineer for approval prior to commencement of installation. B.Adhesive anchors must be installed in concrete aged a minimum of 21 days (ACI 318 17.1.2). for installations sooner than 21 days consult adhesive manufacturer. C.If temperature of base material at time of adhesive installation is at 45 degrees (fahrenheit) or less, an Acrylic adhesive (Dewalt AC200+, Hilti HIT-HY200, Simpson AT-XP) is required. STEEL JOISTS AND JOIST GIRDERS 1.PRODUCT: Design, fabricate, and install open web joists, girders, and accessories in compliance with the "Standard Specifications of the Steel Joist Institute", AISC specifications and with product approval from the Steel Joist Institute. 2.DESIGN: A.The manufacturer is responsible for the design and fabrication of the joists, girders and their accessories. B.Design roof joist and girders to support the component and cladding uplift loads in addition to the vertical loads shown in the BASIS OF DESIGN section of these general notes. C.Design joists and girders to support mechanical units, special equipment, suspended loads and those loads specifically shown on the drawings. Coordinate with the contractor. D.Certificate of compliance must be submitted to the building official upon completion of fabrication in accordance with IBC 2206.5 3.FABRICATION AND ERECTION: A.Provide bridging as shown or called out on the framing plans. Include a horizontal line of bridging at the first bottom chord panel point of all roof joist. If additional bridging is required, show on the shop drawings and provide at no additional cost to the owner. Coordinate. B.DO NOT: a.Cut, drill, alter, modify, or omit any part of any joist or joist girder without written consent and direction from the manufacturer. b.Weld the bottom chords of joist girders to stabilizer plates, UNO. If required (See Plans), weld only after all dead load has been applied. c.Hang or place mechanical equipment, pipes or other concentrated loads on joists or girders unless positioned within 4" of a panel point or add (2) L2x2x1/4 angle braces between the load and the nearest opposite chord panel point. STRUCTURAL STEEL 1.CODES AND STANDARDS: Comply with: A.AISC "Specification for Structural Steel Buildings & Commentary". B.AISC "Code of Standard Practice" excluding sections 7.5.4, and 7.11.5. C.AWS "Structural Welding Code", exclude items conflicting with AISC. 2.MATERIALS SHALL CONFORM AS FOLLOWS: A.Wide Flange beams & columns:ASTM A992,Fy = 50 ksi. B.Rect. Hollow Structural Sections (HSS):ASTM A500,Gr. C, Fy = 50 ksi. B.Round Hollow Structural Sections (HSS):ASTM A500,Gr. C, Fy = 46 ksi. C.Pipe:ASTM A53,Gr. B, Fy = 35 ksi. D.Misc. shapes & plates:ASTM A36,Fy = 36 ksi. E.High strength bolts:ASTM F3125, Gr. A325, Fu = 120 ksi. Gr. A490, Fu = 150 ksi, use only where noted. F.Anchor rods:ASTM F1554, Gr. 36, Fy = 36 ksi. G.Other bolts:ASTM A307, Gr. A, Fy = 36 ksi. H.Welded anchors studs (WAS, HAS):ASTM A108,Fu = 65 ksi. I.Deformed bar anchors (DBA's):ASTM A496, Fy = 70 ksi, DO NOT substitute reinforcing for DBA's. GENERAL STRUCTURAL NOTES (GSN) S1.0 ISSUE DATE: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP #DATE DESCRIPTION WCA PROJECT NO: 442 North Main Street, Suite 200 Bountiful, Utah 84010 (801) 298-1118, Office 298-1122 Fax Engineering inc. Structural e-mail: wca@wcaeng.com WCA CC 23019 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 3/30/2023 3/30/2023 STATEMENT OF SPECIAL INSPECTIONS 1.The inspection requirements as noted on this sheet are required for the items that are specifically noted, designed and detailed in the structural documents. Refer to the current IBC, Chapter 17, the architectural drawings, and the geotechnical report for additional information and additional inspection requirements for non-structural items. 2.The project owner shall employ one or more special inspectors to provide inspections during construction on the types of work listed below. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official and/or EOR, for inspection of the particular type of construction or operation requiring special inspection. These inspections are in addition to the inspections required by the building department of the local jurisdiction. 3.Special inspectors shall keep records of inspections. The special inspector shall furnish inspection reports to the building official and to the EOR in responsible charge. Reports shall indicate that work inspected was done in conformance with approved construction documents. Discrepancies shall be brought to the immediate attention of the contractor for correction. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of the building official and to the EOR in responsible charge prior to the completion of that phase of the work. A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted at a point in time agreed upon by the permit applicant and the building official prior to the start of work. 4.Special inspections for each task shall be carried out in compliance with requirements per the current IBC and other material standards. 5.FABRICATION SHOP REQUIREMENTS A. Where fabrication of structural load bearing members and assemblies are being performed on the premises of a fabricators shop, special inspections required shall be provided in the shop during the fabrication process. This requirement may be excepted if the work is done on the premises of a fabricator registered and approved to perform such work without special inspection. A certificate shall be required to verify such approval. At completion of the fabrication, the approved fabricator shall submit a certificate of compliance to the building official stating that the work was performed in accordance with the approved construction drawings 6.TESTING: The owner will provide testing by qualified testing personnel for the following types of construction: Bolting: installation and correct torque and/or tension. Concrete: strength, slump, air, and temperature. (see Concrete Notes 3(E) on GSN for concrete items that require testing) Masonry: strength of mortar, grout, block, and prisms. Soils: compaction. Welding: type, size, length, and quality of shop and all field welds by approved methods. Ultrasonically test complete penetration welds. 7.THE CONTRACTOR SHALL: A.Coordinate testing. DO NOT proceed with subsequent work until inspections and testing has been approved. B.Copy inspection reports/testing results to the Arch/EOR and owner before work proceeds. C.Correct deficient work at no additional cost to the owner. STRUCTURAL OBSERVATIONS 1.Structural observations are not required for this project. STRUCTURAL STEEL INSPECTIONS ITEM FOR VERIFICATION & INSPECTION INSPECTION FREQUENCY DETAILED INSTRUCTIONS AND FREQUENCIES CONTINUOUS PERIODIC MATERIAL IDENTIFICATION PROCEDURES (AISC 360 N2): Material identification procedures shall comply with the requirements of Section 6.1 of the Code of Standard Practice and shall be monitored by the fabricators's quality control inspector ---- WELDING (AISC 360 N5): PRIOR TO WELDING (TABLE N5.4-1, AISC 360): Verify welding procedures (WPS) and consumable certificates X -- Material identification --X Verify type and grade of material Welder identification --X A system shall be maintained by which a welder who has welded a joint or member can be identified Fit-up groove welds --X Verify joint preparation, dimensions, cleanliness, tacking, and backing Access holes --X Verify configuration and finish Fit-up of fillet welds --X Verify alignment, gaps at root, cleanliness of steel surfaces, and tack weld quality and location DURING WELDING (TABLE N5.4-2, AISC 360): Use of qualified welders --X Verify that welders are appropriately qualified Control and handling of welding consumables --X Verify packaging and exposure control Cracked tack welds --X Verify that welding does not occur over cracked tack welds Environmental conditions --X Verify win speed is within limits as well as precipitation and temperature WPS followed --X Verify items such as settings on welding equipment, travel speed, welding materials, shielding gas type/flow rate, preheat applied, interpass temperature maintained, and proper position Welding techniques --X Verify interpass and final cleaning, each pass is within profile limitations, and quality of each pass AFTER WELDING (TABLE N5.4-3, AISC 360): Welds cleaned --X Verify that welds have been propyl cleaned Size, length, and location of welds X -- Welds meet visual acceptance criteria X -- Arc strikes X -- k-area X -- Backing & weld tabs removed X -- Repair activities X -- Document acceptance or rejection of welded joint/member X -- NONDESTRUCTIVE TESTING (SECTION N5.5, AISC 360): CJP welds (Risk Cat. II)--X Ultrasonic testing shall be performed on 10% of CJP groove welds in butt, T- and corner joints subject to transversely applied tension loading in materials 5/16-inch thick or greater. Testing rate must be increased if > 5% of welds tested have unacceptable defects CJP welds (Risk Cat. III or IV)X --A reduction in the rate of ultrasonic testing is allowed per Section N5.5e. Access holes (flange > 2”)X -- Welded joints subject to fatigue X -- BOLTING (AISC 360 N5): PRIOR TO BOLTING (TABLE N5.6-1, AISC 360): (Not required if only snug-tight joints are specified [per Section N5.6(1) of AISC 360].) Certifications of fasteners X -- Fasteners marked --X Verify that fasteners have been marked in accordance with ASTM requirements Proper fasteners for joint --X Verify grade, type, and bolt length if threads are excluded from the shear plane Proper bolting procedure --X Verify proper procedure is used for the joint detail Connecting elements --X Verify appropriate faying surface condition and hole preparation, if specified, meet requirements Pre-installation verification testing --X Observe and document verification testing by installation personnel for fastener assemblies and methods used Proper storage --X Verify proper storage of bolts, nuts, washers, and other fastener components DURING BOLTING (TABLE N5.6-2, AISC 360): (Not required if only snug-tight joints are specified [per Section N5.6(1) of AISC 360].) (Not required for pretensioned joints using turn-of-the-nut method with match-marking, direct-tension-indicators, or twist-off type tension control method [per Section N5.6(2) of AISC 360].) Fastener assemblies --X Verify that fastener assemblies are of suitable condition, paced in all holes, and washers are positioned as required Snug-tight prior to pretensioning --X Verify that joints are brought to snug-tight condition prior to pretensioning operation Fastener component --X Verify that fastener component is not turned by wrench prevented from rotating Pretensioned fasteners --X Verify that fasteners are Pretensioned in accordance with RCSC Specification, progressing systematically from the most rigid point toward the free edges AFTER BOLTING (TABLE N5.6-3, AISC 360): Document acceptance or rejection of bolted connections X -- WELDING OF REINFORCING STEEL (IBC TABLE 1705.2.2): Verification of weldability --X Verify weldability of reinforcing steel based upon carbon equivalent and in accordance with AWS D1.4 Reinforcing steel in intermediate or special moment frames, and boundary elements of special structural walls X -- Shear reinforcement X -- Other reinforcing steel --X Visually inspect all welds in accordance with AWS D1.4 CONCRETE CONSTRUCTION INSPECTIONS ITEM FOR VERIFICATION & INSPECTION INSPECTION FREQUENCY DETAILED INSTRUCTIONS AND FREQUENCIES CONTINUOUS PERIODIC Reinforcing steel, including prestressing tendons --X Verify prior to placing concrete that reinforcing is of specified type, grade and size; that it is free of oil, dirt and rust; that it is located and spaced properly; that hooks, bends, ties, stirrups and supplemental reinforcement are placed correctly; that lap lengths, stagger and offsets are provided; and that all mechanical connections are installed per the manufacturer's instructions and/or evaluation report Cast-in bolts & embeds --X Inspection of anchors or embeds cast in concrete is required when allowable loads have been increased or where strength design is used Post-installed anchors or dowels --X All post-installed anchors/dowels shall be specially inspected as required by the approved ICC-ES report Use of required mix design --X Verify that all mixes used comply with the approved construction documents; ACI 318: Ch. 4, 5.2-5.4; and IBC 1904.3, 1913.2, 1913.3 Concrete sampling for strength tests, slump, air content, and temperature X -- Concrete & shotcrete placement X -- Curing temperature and techniques --X Verify that the ambient temperature for concrete is kept at > 50°F for at least 7 days after placement. High-early-strength concrete shall be kept at > 50°F for at least 3 days. Accelerated curing methods may be used (see ACI 318: 5.11.3). The ambient temperature for shotcrete shall be > 40°F for the same period of time as noted for concrete. Shotcrete shall be kept continuously moist for at least 24 hours after shotcreting. All concrete materials, reinforcement, forms, fillers, and ground shall be free from frost. In hot weather conditions ensure that appropriate measures are taken to avoid plastic shrinkage cracking and that the specified water/cement ratio is not exceeded Pre-stressed concrete X -- Erection of precast concrete --X Verify that all precast elements are lifted, assembled and braced in accordance with the approved construction documents Strength verification --X Verify that adequate strength has been achieved prior to the removal of shores and forms or the stressing of post-tensioned tendons Formwork --X Verify that the forms are placed plumb and conform to the shapes, lines, and dimensions of the members as required by the approved construction documents Reinforcement complying with ASTM A 615 in special moment frames, special structural walls and coupling beams --X Verify that ASTM A 615 reinforcing steel used in these areas complies with ACI 318: 21.1.5.2 by means of certified mill test reports. If this reinforcing steel is to be welded chemical tests shall be performed in accordance with ACI 318: 3.5.2 Note: 1. See also Concrete Notes Section 3(E) on GSN sheet S1.0 for structural items that require inspections and testing. Misc concrete items, i.e. bollards, stair pans, garden curb etc., need not be inspected nor tested. MASONRY CONSTRUCTION INSPECTIONS (RISK CATEGORY I, II, III) ITEM FOR VERIFICATION & INSPECTION INSPECTION FREQUENCY DETAILED INSTRUCTIONS AND FREQUENCIES CONTINUOUS PERIODIC PRIOR TO CONSTRUCTION (ARTICLE 1.15, TMS-602/ACI 530.1-11): Review material certificates, mix designs, test results and construction procedures --X Verify that materials conform to the requirements of the approved construction documents. Mix design, test results, material certificates, and construction procedures should be submitted for review. Mortar mix designs shall conform to ASTM C 270 while grout shall conform to ASTM C 476. Material certificates shall be provided for the following: reinforcement; anchors, ties, fasteners, and metal accessories; masonry units; mortar and grout materials. Construction procedures for cold-weather or hot-weather construction shall be reviewed AS CONSTRUCTION BEGINS (TABLE 1.19.2, TMS-402/ACI 530): Proportions of site-prepared mortar --X Verify that mortar is of the type and color specified on the construction documents, that it conforms to ASTM C 270, and that it is mixed in accordance with Article 2.6 A of TMS-602/ACI 530.1-11 Construction of mortar joints --X Verify that mortar joints comply with Article 3.3 B of TMS-602/ACI 530.1-11 Grade and size of prestressing tendons and anchorages --X Verify that prestressing tendons comply with Article 2.4 B of TMS-602/ACI 530.1-11 and that anchorages, couplers, and end blocks comply with Article 2.4 H Location of reinforcement, connectors, and prestressing tendons and anchorages --X Verify that reinforcement is placed in accordance with Article 3.4 of TMS-602/ACI 530.1-11. Prestressing tendons shall be placed per Article 3.6 A Prestressing technique --X Verify that prestressing technique complies with Article 3.6 B of TMS-602/ACI 530.1-11 Properties of thin-bed mortar for AAC masonry --X Verify that mortar complies with Article 2.1 C of TMS-602/ACI 530.1-11 PRIOR TO GROUTING (TABLE 1.19.2, TMS-402/ACI 530-11): Grout space --X Verify that grout space is free of mortar droppings, debris, loose aggregate, and other deleterious materials and that cleanouts are provided per Article 3.2 D and 3.2 F of TMS-602/ACI 530.1-11 Grade, type, and size of reinforcement and anchor bolts, and prestressing tendons and anchorages --X Verify that reinforcement, joint reinforcement, wall ties, anchor bolts and veneer anchors comply with the approved construction documents and Section 1.6 of TMS 402/ACI 530 Placement of reinforcement, connectors, and prestressing tendons and anchorages --X Verify that reinforcement, joint reinforcement, wall ties, anchor bolts and veneer anchors are installed in accordance with the approved construction documents and Articles 3.2 E, 3.4, and 3.6 A of TMS 602/ACI 530.1-11 Proportions of site-prepared grout and prestressing grout for bonded tendons --X Verify that grout is proportioned per ASTM C 476 and has a slump between 8-11 inches. Self-consolidated grout shall not be proportioned onsite. (see Articles 2.6 B and 2.4 G.1.b of TMS 602/ACI 530.1-11 Construction of mortar joints --X Verify that mortar joints are placed in accordance with Article 3.3 B of TMS 602/ACI 530.1-11 DURING MASONRY CONSTRUCTION: Size and location of structural elements --X Verify the locations of structural elements with respect to the approved plans and confirm that tolerances meet the requirements of Article 3.3 F of TMS 602/ACI 530.1-11 Type, size, and location of anchors, including other details of anchorage of masonry to structural members, frames, or other construction --X Verify that correct anchorages and connections are provided per the approved plans and Sections 1.16.4.3 and 1.17.1 of TMS 402/ACI 530-11 Welding of reinforcement X -- Preparation, construction, and protection of masonry during cold weather (<40°F) or hot weather (>90°F)--X Verify that cold-weather construction is performed in accordance with Article 1.8 C of TMS 602/ACI 530.1-11 and hot weather construction per Article 1.8 D of TMS 602/ACI 530.1-11 Application and measurement of prestressing force X -- Placement of grout and prestressing grout for bonded tendons is in compliance X -- Placement of AAC masonry units and construction of thin-bed mortar joints --X Verify that mortar is placed in accordance with Article 3.3 B.8 of TMS-602/ACI 530.1-11 Observation of grout specimens, mortar specimens, and/or prisms --X Confirm that specimens/prisms are performed as required by Article 1.4 of TMS-602/ACI 530.1-11 MINIMUM TESTING: Verification of Slump Flow and Visual Stability Index (VSI) for self-consolidating grout --X Compressive strength tests should be performed in accordance with ASTM C 1019 for slump flow and ASTM C 1611 for VSI Verification of f'm and f'AAC --X Determine the compressive strength for each wythe by the “unit strength method” or by the “prism test method” as specified in Article 1.4 B of TMS 602/ACI 530.1-11 prior to construction SOILS INSPECTIONS ITEM FOR VERIFICATION & INSPECTION INSPECTION FREQUENCY DETAILED INSTRUCTIONS AND FREQUENCIES CONTINUOUS PERIODIC Verify subgrade is adequate to achieve design bearing capacity --X Prior to placement of concrete Verify excavations extend to proper depth and material --X Prior to placement of compacted fill or concrete Verify that subgrade has been appropriately prepared prior to placing compacted fill --X Prior to placement of compacted fill Perform classification and testing of compacted fill materials --X All materials shall be checked at each lift for proper classifications and gradations not less than once for each 10,000ft² of surface area Verify proper materials, densities and lift thickness during placement and compaction.X -- Note: 1. The approved soils report and the construction documents shall be used to determine compliance WOOD CONSTRUCTION INSPECTIONS ITEM FOR VERIFICATION & INSPECTION INSPECTION FREQUENCY DETAILED INSTRUCTIONS AND FREQUENCIES CONTINUOUS PERIODIC High-load diaphragms --X Verify thickness and grade of sheathing, size of framing members at panel edges, nail/staple diameters and length, and the number of fastener lines and fastener spacing per approved plans Wood trusses spanning > 60-feet --X Verify that temporary and permanent truss bracing is installed in accordance with approved truss package Structural wood --X If fastener spacing is < 4”o.c.: Verify that proper nailing, bolting, anchoring and other fastening of shear walls, diaphragms, drag struts, braces, and holdowns VERIFICATION AND INSPECTIONS FOR THE STRUCTURAL DOCUMENTS SPECIAL INSPECTIONS & TESTING S1.1 ISSUE DATE: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP #DATE DESCRIPTION WCA PROJECT NO: 442 North Main Street, Suite 200 Bountiful, Utah 84010 (801) 298-1118, Office 298-1122 Fax Engineering inc. Structural e-mail: wca@wcaeng.com WCA CC 23019 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 3/30/2023 3/30/2023 GG:V>TBÑ>EJG:VKFIÑE::W JÑKFÑ U:Ñ>W :EK>Y>:W ÑTJÑG:IÑ=TGK:I ¤Á METAL ROOF DECKS 1.SEE GENERAL NOTES: "STEEL DECK" FOR ADDITIONAL INFORMATION. 2.FLOOR DECK TYPE: W2 FORMLOK (COMPOSITE), 20 GAGE, GALVANIZED G60, 36" WIDE, 3" DEEP, HAVING MINIMUM I = 0.422 IN^4, +S = 0.323 IN^3 AND -S = 0.333 IN^3. TOTAL DECK AND CONCRETE DEPTH IS 4". NORMAL WEIGHT CONCRETE, REINFORCE CONCRETE WITH WIRE MESH 6x6-W4.0xW4.0 (or EQUAL MESH). 3.CONNECTIONS: FASTEN DECK TO SUPPORTING FRAMING MEMBERS WITH #14 SDI RECOGNIZED SCREWS: A.AT EVERY FLUTE & TWO AT PANEL LAPS (ONE EACH SIDE OF SEAM), 36/5 PATTERN. B.6" O.C. AT ALL SUPPORTS PARALLEL TO DECK CORRUGATIONS. C.FASTEN SIDE LAPS BY ONE OF THE FOLLOWING: a. #10 SDI RECOGNIZED SCREWS AT 12" O.C.. ENGAGE ALL LAYERS OF THE DECK MATERIAL. b. VERCO'S PUNCHLOK II SYSTEM W/ CONNECTIONS AT 12" O.C. MAX. ENGAGE ALL LAYERS OF THE DECK MATERIAL. (A STANDARD BUTTON PUNCH CAN NOT BE USED IN PLACE OF VERCO'S PUNCHLOK.) METAL FLOOR DECKS (STAIR LANDINGS) C.W. = CROSSWISE E.W. = EACH WAY L.W. = LENGTHWISE 1.ALL CONTINUOUS FOOTINGS ARE MARK FC2.0, U.N.O.. 2.BEAR FOOTINGS ON PROPERLY PREPARED MATERIAL, SEE SOILS REPORT. 3.BEAR EXTERIOR FOOTINGS BELOW THE EFFECTS OF FROST. 4.CENTER CONTINUOUS WALL FOOTINGS BELOW CENTER LINE OF THE WALL. 5.CENTER SPREAD OR SPOT FOOTINGS BELOW THE CENTER OF STRUCTURAL COLUMN ABOVE. 6.PROVIDE 2x4 BEVELED KEYWAYS IN CONTINUOUS WALL FOOTINGS. UNO 7.PROVIDE 3" CLEAR CONCRETE COVER AT BOTTOM REINF., UNO. 8.PROVIDE DOWELS WITH STANDARD HOOK FROM FOOTINGS TO ANY REINFORCED ELEMENT ABOVE. DOWEL SIZE TO MATCH VERTICAL REINFORCING IN ELEMENT ABOVE. UNO 9.ANY INCREASE IN THE SIZE OF FOOTINGS FOR CONSTRUCTION CONVENIENCE, MAY REQUIRE ADDITIONAL REINFORCING. COORDINATE WITH THE EOR 10.S - - - - - S, DENOTES AN ELEVATION STEP IN FOOTING, SEE DETAIL 4/S4.0 FOOTING SCHEDULE MARK SIZE BOTTOM REINFORCING TOP REINFORCINGWIDTHLENGTHTHICK FC2.0 2'-0"CONT.12"(3) #4 CONTINUOUS NONE FC2.5 2'-6"CONT.12"(4) #4 CONTINUOUS L.W. & #4 AT 18" O.C. C.W.NONE FC3.0 3'-0"CONT.12"(4) #4 CONTINUOUS L.W. & #4 AT 18" O.C. C.W.NONE FS2.0 2'-0"2'-0"12"#4 AT 9" O.C. E.W.NONE FS2.5 2'-6"2'-6"12"#4 AT 9" O.C. E.W.NONE FS3.0 3'-0"3'-0"12"#5 AT 9" O.C. E.W.NONE FS3.5 3'-6"3'-6"12"#5 AT 9" O.C. E.W.NONE FS4.0 4'-0"4'-0"12"#5 AT 9" O.C. E.W.NONE FS4.5 4'-6"4'-6"12"#5 AT 9" O.C. E.W.NONE FS5.0 5'-0"5'-0"12"#5 AT 9" O.C. E.W.NONE FS5.0u 5'-0"5'-0"16"#5 AT 6" O.C. E.W.#5 AT 6" O.C. E.W. FS5.5 5'-6"5'-6"12"#5 AT 9" O.C. E.W.NONE FS5.5u 5'-6"5'-6"16"#5 AT 6" O.C. E.W.#5 AT 6" O.C. E.W. FS6.0 6'-0"6'-0"12"#5 AT 9" O.C. E.W.NONE 1.TERMINATE ALL REINFORCING (BOTH VERTICAL AND HORIZONTAL) WITH A STANDARD HOOK, OR APPROVED EQUAL. 2.DO NOT SOLID GROUT WALLS UNLESS SPECIFICALLY NOTED ON PLANS. 3.SOLID GROUT ALL CELLS WITH REINFORCING AND/OR EMBEDS, TYPICAL. 4.LAY BLOCK IN RUNNING BOND, TYPICAL, UNO. (IF STACK BOND IS REQ'D. CONTACT EOR FOR REQ'D. REINF.) 5.TOOL MORTAR JOINTS CONCAVE, TYPICAL, UNO. 6.PROVIDE MINIMUM COVER FOR REINFORCING PER THE GENERAL NOTES. 7.PROVIDE CORNER BARS AT CORNERS AND INTERSECTING WALLS. 8.DOWEL TO THE STRUCTURE BELOW WITH BARS MATCHING THE VERTICAL WALL REINFORCING, UNO. 9.PLACE VERTICAL REINFORCING IN THE CENTER OF THE WALL UNLESS EACH FACE IS SPECIFIED. 10.REMOVE BACK-TO-BACK FACE SHELLS AT INTERSECTING WALLS. ALTERNATE REMOVED FACE SHELLS, COURSE BY COURSE. 11.ADD LADDER-TYPE JOINT REINFORCING OF 2-#9 WIRES (3-#9 WIRES WITH VENEER) AT 16" O.C. HORIZONTALLY IN ALL MASONRY WALLS. 12.SEE DETAIL 5 THRU 10/S4.0 FOR TYP. MASONRY WALL REQUIREMENTS MASONRY WALL SCHEDULE MARK THICK VERTICAL REINF.HORIZONTAL REINF.WALL CONSTRUCTION NOTES MW-1 8"(1) #5 AT 32" O.C.(2) #4 AT 48" O.C. MW-2 8"(1) #5 AT 32" O.C.(2) #4 AT 48" O.C.GROUT WALL SOLID MW-3 8"(1) #5 AT 32" O.C.(2) #4 AT 24" O.C.GROUT WALL SOLID MW-4 8"(1) #5 AT 24" O.C.(2) #4 AT 48" O.C. 24" 8" MASONRY PIER SCHEDULE MARK WIDTH LENGTH VERT. REINF.TIE SETS NOTES MP-1 8"1'-4"(4) #5 #3 AT 8" O.C. MP-2 8"1'-4"(4) #6 #3 AT 8" O.C. MP-3 8"2'-0"(6) #5 #3 AT 8" O.C. MP-4 20"2'-0"(4) #5 #3 AT 8" O.C. 1.SOLID GROUT ALL CELLS, TYPICAL. 2.COLUMN TIES: A.SINGLE BLOCK COLUMNS: PLACE TIES WITHIN THE MORTAR JOINT, UNO. B.MULTI WIDE BLOCK COLUMNS: PLACE TIES INSIDE OF FACE SHELLS 2" ABOVE OR BELOW MORTAR JOINTS. USE "H" BLOCK and/or NOTCH WEB MEMBERS AS REQUIRED. C.ADD (2) SETS OF TIES INSIDE THE FACE SHELLS AT THE TOP OF ALL COLUMNS TO ENCLOSE ANCHOR BOLTS, STUDS OR DBA'S WHEN THEY OCCUR. USE SAME TIE SIZE AS SCHEDULE. UNO. 3.REMOVE BACK-TO-BACK FACE SHELLS. ALTERNATE REMOVED FACE SHELLS, COURSE BY COURSE. 4.DOWEL VERTICAL PIER REINFORCEMENT TO STRUCTURE BELOW WITH MATCHING BARS. EXTEND VERTICAL REINFORCEMENT TO FOOTING. IF FOUNDATION WALL EXTENDS ABOVE FLOOR SLAB, ADD PIER TIES IN FOUNDATION WALL FROM FLOOR SLAB TO MASONRY PIER. 5.FOR BAR LAP OR SPLICE LENGTHS SEE THE GENERAL STRUCTURAL NOTES, SHEET S1.0. 6.DO NOT ALLOW PENETRATIONS THRU THE COLUMN. 7.HORIZONTAL WALL STEEL: A. AT PIERS WITHIN THE WALL, RUN HORIZONTAL WALL STEEL THRU THE COLUMN. B. AT PIERS AT THE END OF THE WALL OR AT WALL OPENINGS, RUN HORIZONTAL WALL STEEL THRU COLUMN TO THE FAR FACE OF PIER AND TERMINATE WITH A STD. HOOK. 16" 8" MP-1 & MP-2 MP-3 TYPE A: SINGLE CURTAIN AT WALL CENTERLINE VERT. REINF. CENTERED IN WALL HORIZ. REINF. VERT. REINF. EACH FACE TYPE B: DOUBLE CURTAIN HORIZ. REINF. MI N . C O V E R S E E GE N . N O T E S T Y P E . CONCRETE WALL SCHEDULE MARK THICKNESS VERTICAL REINF.HORIZONTAL REINF.NOTES CW-1 8"#4 AT 18" O.C.#4 AT 12" O.C.(2) #5 TOP & BOTTOM, TYPE 'A' CW-2 8"#4 AT 12" O.C.#4 AT 12" O.C.(2) #5 TOP & BOTTOM, TYPE 'A' CW-3 12"#4 AT 18" O.C. EACH FACE #4 AT 12" O.C. EACH FACE (2) #5 TOP & BOTTOM, TYPE 'B' CW-4 16"#4 AT 18" O.C. EACH FACE #4 AT 12" O.C. EACH FACE (2) #5 TOP & BOTTOM, TYPE 'B' CW-5 18"#4 AT 16" O.C. EACH FACE #4 AT 12" O.C. EACH FACE (2) #5 TOP & BOTTOM, TYPE 'B' CW-6 24"#4 AT 12" O.C. EACH FACE #4 AT 12" O.C. EACH FACE (2) #5 TOP & BOTTOM, TYPE 'B' CW-7 26"#4 AT 12" O.C. EACH FACE #4 AT 12" O.C. EACH FACE (2) #5 TOP & BOTTOM, TYPE 'B' 1.CONTRACTOR TO VERIFY ALL WALL THICKNESS W/ ARCHITECT. 2.PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTING WALLS, SEE DETAIL 2/S4.0. 3.WHEN A SINGLE CURTAIN OF REINFORCING IS SPECIFIED, PLACE THE VERTICAL REINFORCING IN THE CENTER OF THE WALL, TYPICAL, U.N.O.. 4.WHEN A DOUBLE CURTAIN OF REINFORCING IS SPECIFIED, PLACE EACH CURTAIN OF STEEL AT THE FACE OF THE WALL WITH MINIMUM COVER AS SPECIFIED IN THE GENERAL NOTES. PLACE THE VERTICAL REINFORCING CLOSEST TO THE FORMS, TYPICAL, U.N.O.. 5.PROVIDE DOWELS WITH STANDARD HOOKS TO THE STRUCTURE BELOW WITH SIZE AND SPACING TO ATTACH THE VERTICAL REINFORCING IN THE WALL ABOVE. 6.SPLICE VERTICAL REINFORCING AT FLOOR LEVELS ONLY, TYPICAL, U.N.O.. 7.SPLICES IN HORIZONTAL REINFORCING IN ONE CURTAIN SHALL BE STAGGERED FROM SPLICES IN THE OPPOSITE CURTAIN A MINIMUM OF FOUR FEET. 1.USE EXPOSURE 1 APA RATED SHEATHING WITH A MINIMUM SPAN INDEX OF 24/16. 2.ALL SHEATHING PANEL EDGES SHALL BE BLOCKED WITH A SINGLE COMMON BACK-UP MEMBER, TYPICAL. 3.WHEN BOTH FACES OF THE WALL ARE SHEATHED, STAGGER ALL JOINTS IN PLYWOOD, BOTH VERTICAL AND HORIZONTAL, ON ONE FACE OF WALL WITH THE JOINTS ON THE OTHER FACE OF THE WALL, TYPICAL. 4.ALL NAILS SHALL BE DRIVEN FLUSH WITH SURFACE OF SHEATHING. DO NOT UNDER OR OVER DRIVE NAILS. 5.USE COMMON NAILS AT SPACING SHOWN. CONTACT THE E.O.R. IF STAPLES ARE TO BE SUBSTITUTED. 6.IF STAPLES ARE USED INSTEAD OF NAILS, ALL SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO STUDS. 7.HORIZONTAL SPLICES IN SHEATHING SHALL NOT OCCUR AT HORIZONTAL JOINTS IN FRAMING. DO NOT PLACE JOINTS AT TOP EDGE OF TOP PLATE OR AT BOTTOM EDGE OF AN UPPER WALL SILL PLATE. 8.ANCHOR BOLTS SHALL INCLUDE STEEL PLATE WASHERS WITH A MINIMUM 0.229"x3"x3" IN SIZE. THE PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE SILL PLATE ON THE SIDE(S) WITH SHEATHING. IF A SLOTTED WASHER IS USED PROVIDE A STANDARD CUT WASHER PLACED BETWEEN THE NUT AND SLOTTED WASHER. 9.ANCHOR BOLTS IN SILL PLATES SHALL BE PLACED SO AS NOT TO COINCIDE WITH THE LOCATION OF THE STUDS ABOVE. 10.ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" INTO THE CONCRETE, UNO. 11.USING NAILS OTHER THAN THOSE SPECIFIED MAY RESULT IN THE DEMOLITION OF WORK AND FRAMING TO BE REPLACED. 11.ALL EXTERIOR WALLS NOT DESIGNATED SHALL BE MARK A. 12.SEE DETAIL 11/S4.0 FOR SHEAR WALL NAILING AT CORNERS AND ENDWALLS. PLYWOOD SHEAR WALL SCHEDULE MARK SHEATHING A.P.A. RATED NAILING SILL PLATE BOLTS AT FOUNDATION FRAMING AT ABUTTING PANEL JOINTSNAIL SIZE NAIL SPACING PANEL EDGES INTERMEDIATE SUPPORTS A 7/16 (1) SIDE 0.131"Øx2-1/2"6" O.C.12" O.C.2x w/ 5/8" Ø AT 32" O.C.2x_ B 7/16 (1) SIDE 0.131"Øx2-1/2"4" O.C.12" O.C.2x w/ 5/8" Ø AT 24" O.C.2x_ HD = HOLDOWN EMBED. = EMBEDMENT LENGTH INTO CONCRETE G & N = GLUE AND NAIL W/ 0.162Øx3-1/2" AT 6" O.C. STAGGERED D & E = DRILLED & EPOXY ANCHOR 1.WASHER REQUIRED UNDER ALL BOLT NUTS, INCLUDING NUTS ON ANCHOR BOLT. STUD SIZE REPRESENTS THE MINIMUM SIZE AND NUMBER OF STUDS REQUIRED AT HOLDOWN. 2.1 1/2" SPACE REQUIRED BETWEEN THE BOTTOM OF HOLDOWN AND WALL PLATE. TYPICAL ALL HOLDOWNS. 3.ALL STUDS ATTACHED TO HOLDOWN ARE REQUIRED TO BE NAILED WITH THE REQUIRED PANEL EDGE NAILING OR 4" O.C. MINIMUM WHICHEVER IS MORE RESTRICTIVE. 4.INSTALL HOLDOWN PER MANUFACTURER'S RECOMMENDATIONS, UNO. 5.ANY HOLDOWN MAY BE REPLACED WITH A HOLDOWN THAT FOLLOWS IN THE HOLDOWN SCHEDULE. 6.SEE DETAIL 12/S4.0 FOR TYPICAL HOLDOWN REQUIREMENTS, AND DETAIL 12/S4.1 FOR FLOOR-TIE STRAPPING REQUIREMENTS. SIMPSON STRONG-TIE HOLDOWN & FLOOR-TIE SCHEDULE MARK MODEL ANCHOR or TIE BOLT STUD SIZE (MINIMUM)HD to STUD CONNECTION HD-1 HDU2-SDS2.5 SIMPSON PAB5 ANCHOR (2) - 2x6 STUDS, G & N (6) 1/4x2-1/2 SDS SCREWS HD-2 HDU4-SDS2.5 SIMPSON PAB5 ANCHOR (2) - 2x6 STUDS, G & N (10) 1/4x2-1/2 SDS SCREWS HD-3 HDU4-SDS2.5 SIMPSON SB5/8x24 ANCHOR (2) - 2x6 STUDS, G & N (10) 1/4x2-1/2 SDS SCREWS FT-1 MST48 STEEL STRAP (2) - 2x6 STUDS, G & N (32) 0.162 x 2 1/2" NAILS FT-2 HDU4-SDS2.5 5/8"Ø THREADED STUD WELDED TO WF BEAM BLW. SEE DETAIL 13/S4.1 (2) - 2x6 STUDS, G & N (10) 1/4x2-1/2 SDS SCREWS TYPICAL BEAM SECTIONS TYPE A TOP REBAR ADDITIONAL HORIZ. (2) #4 AT 24"O.C. FOR TYPE A OR (1) #5 AT 24"O.C. REBAR FOR TYPE B. BOTTOM REBAR STIRRUPS, ALTERNATE DIRECTIONS. SEE SCHEDULE FOR SIZE & SPACING. TYPE B DE P T H WIDTH WIDTH DE P T H MASONRY BEAM SCHEDULE MARK WIDTH DEPTH TYPE HORIZONTAL. REINF.STIRRUPS MB-1 8"24"A (2) #5 BOTTOM NONE MB-2 8"32"A (2) #5 BOTTOM (2) #3 STIRRUPS AT 8" O.C. MB-3 8"40"A (2) #5 BOTTOM & (2) #5 TOP (2) #3 STIRRUPS AT 8" O.C. MB-4 8"56"A (4) #6 BOTTOM & (2) #5 TOP (2) #3 STIRRUPS AT 8" O.C. 1.SOLID GROUT ALL CELLS, TYPICAL. 2.USE OPEN ENDED UNITS THROUGHOUT MASONRY BEAM. BACK-TO-BACK END SHELLS ARE NOT ALLOWED. 3.TYPICAL HORIZONTAL REINFORCING DETAILING: A.SPLICE TOP BARS AT MID SPAN ONLY. B.EXTEND TOP BARS A MINIMUM OF 4'-0" BEYOND THE FACE THE OPENING OR TERMINATE WITH A STANDARD HOOK, UNO. C.SPLICE BOTTOM BARS AT SUPPORTS ONLY. D.EXTEND BOTTOM BARS A MINIMUM OF 24" BEYOND THE FACE OF THE OPENING OR TERMINATE WITH A STANDARD HOOK, UNO. 4.HOOK STIRRUPS AROUND HORIZONTAL TOP & BOTTOM BARS. PLACE THE FIRST STIRRUP 4" FROM THEIR SUPPORTS. 5.EXTEND VERTICAL WALL REINFORCING TO BOTTOM OF BEAM IN ADDITION TO BEAM STIRRUPS. 6.EXTEND THE END SUPPORTS VERTICAL STEEL THE FULL HEIGHT OF THE WALL. (LEVEL TO LEVEL) 7.PROVIDE VERTICAL WALL CONTROL JOINTS ABOVE BEAMS NEAR BEAM MID-SPANS ONLY, UNO. DO NOT PLACE CONTROL JOINTS AT OR NEAR FACE OF SUPPORTS OR EXTEND JOINTS THRU THE BEAMS. 8.DO NOT ALLOW PENETRATIONS THROUGH MASONRY BEAMS. 9.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 1.THESE LAPS ARE REQUIRED IN ALL COLUMNS, WALLS AND BEAMS. LAP LENGTHS DO NOT APPLY TO HOOKS OR COLUMN TIES. 2.THE BAR COVER DISTANCE, K, SHALL BE TAKEN AS THE LEAST DIMENSION AS SHOWN HERE. 3.FOR BAR COVER DISTANCES, K, NOT SHOWN CONTACT E.O.R. 4.MINIMUM YIELD STRENTGH OF REINFORCEMENT; fy = 60,000psi. 5.MECHANICALLY SPLICE BARS GREATER THAN #9. 6.* NOT ALLOWED AS VERT. REINF IN LOW LIFT GROUTED WALLS. MASONRY - MINIMUM BAR LAP LENGTHS KKKK K K K K K # 3 BAR SIZE # 4 # 5 # 6 # 7 # 8 # 9 24"2" 2 1/2" 3" 3 1/2" 4" 24" 24" 24" 24" 27" 24" 24" 24" 24" 42" 34" 28" 24" 24" 85" * 68" * 56" * 48" 42" 115" * 92" * 77" * 66" * 58" * 161" * 129" * 107" * 92" * 80" * 204" * 163" * 136" * 116" * 102" * BA R C O V E R 'K ' F'm = 2000psi 1.BOUNDARIES EXIST AT ALL DIAPHRAGM-SHEAR WALL INTERFACES AND ALONG ALL STRUCTURAL ELEMENTS THAT TRANSFER DIAPHRAGM FORCES INTO THOSE WALLS. 2.THIS JOINT DETERMINES IF THE DIAPHRAGM IS BLOCKED OR UNBLOCKED. 3.SHEATHING ORIENTATION: LONG DIRECTION (STRONG AXIS) PERPENDICULAR TO FRAMING & SHORT DIRECTION (WEAK AXIS) PARALLEL TO FRAMING. 4.USING NAILS OTHER THAN THOSE SPECIFIED MAY RESULT IN THE DEMOLITION OF WORK AND FRAMING TO BE REPLACED. 5.SEE DETAIL 4/S4.1 FOR FRAMING AT SMALL OPENINGS IN ROOF SHEATHING. BLOCKING, IF REQ'D SEE TABLE ABOVE NAILING AT CONTINUOUS PANEL JOINTS, SEE NOTE 2. BLOCKING CUT AND FITTED BETWEEN JOIST AT ALL CONTINUOUS PANEL EDGES NAILING AT BOUNDARIES, SEE NOTE 1. NAILING IN "FIELD" ROOF JOISTS OR TRUSSES NAILING AT NON-CONTINUOUS PANEL JOINTS 4'x 8' PANELS (TYP.) NAILING AT BOUNDARIES, SEE NOTE 1. WOOD DIAPHRAGM NAILING AND SHEATHING SCHEDULE MARK SHEATHING REQUIREMENT NAILING REQUIREMENT THICK SPAN RATING NAIL SIZE NAIL SPACING BLOCKING REQ'DBOUNDARY ELEMENTS CONT. PANEL JOINTS NON-CONT. PANEL JOINTS FIELD WD-1 19/32"40/20 0.148"Øx3"6" O.C.N.A.6" O.C.12" O.C.NO WD-2 23/32"48/24 0.148"Øx3"6" O.C.N.A.6" O.C.12" O.C.NO MP-4 20" 24 " HORIZONTAL WALL REINFORCING TO RUN CONT. THROUGH 6" BLOCK 6" CMU BLOCK GROUT SOLID, INCLUDING CENTER 1.PROVIDE DOWELS WITH STANDARD HOOKS TO THE STRUCTURE BELOW TO MATCH THE VERTICAL REINFORCING IN THE COLUMN ABOVE, TYP., U.N.O. 2.PROVIDE A MINIMUM OF THREE SETS OF TIES IN THE TOP FIVE INCHES OF EVERY COLUMN, TYP., U.N.O. PROVIDE TIE SETS AT ONE-HALF THE SPACING SHOWN IN THE SCHEDULE FOR A MINIMUM OF 1/6 THE CLEAR SPAN, THE MAXIMUM CROSS SECTIONAL DIMENSION OF THE COLUMN, OR 18 INCHES, TOP AND BOTTOM. 3.PROVIDE CHAMFERS AT ALL CORNERS, COORD. WITH ARCH. 4.PENETRATIONS THROUGH CONCRETE COLUMNS IS NOT ALLOWED. 1 TIE PER SET 2" COVER TYP. CONCRETE PIER SCHEDULE MARK WIDTH LENGTH VERTICAL REINF.TIE SETS NOTES CP-1 24"2'-4"(8) #6 #4 AT 12" O.C. & (3) TIES IN TOP 5" CP-2 24"2'-6"(8) #6 #4 AT 12" O.C. & (3) TIES IN TOP 5" EXTEND TOP OF PIER ABOVE SLAB & SLOPE FRONT SIDE PER ARCH. CP-1 & CP-2 PROVIDE STANDARD 90° BEND AT OUTER HORIZONTAL BARS PROVIDE STANDARD 90° BEND AT OUTER HORIZONTAL BARS 1.SEE GENERAL NOTES: "STEEL DECK" FOR ADDITIONAL INFORMATION. 2.CONNECTIONS: WELD DECK TO SUPPORTING FRAMING MEMBERS WITH EITHER AN E60 OR E70 ELECTRODE WITH PUDDLE WELDS HAVING A FUSION AREA NOT LESS THAN 3/4" EFFECTIVE DIAMETER AS FOLLOWS (WELDS SHALL PENETRATE ALL LAYERS OF DECK AND HAVE PROPER FUSION TO THE SUPPORTING MEMBERS.): A.AT EVERY OTHER FLUTE & TWO AT PANEL LAPS (ONE EACH SIDE OF SEAM), 36/4 WELD PATTERN. B.12" O.C. AT ALL SUPPORTS PARALLEL TO DECK CORRUGATIONS. C.FASTEN SIDE LAPS BY ONE OF THE FOLLOWING: a. HSB TYPE DECK: TOP SEAM WELDS AT 18" O.C., CRIMP SIDE SEAMS BEFORE WELDING SIDE LAPS. ENGAGE ALL LAYERS OF THE DECK MATERIAL. b. PLB TYPE DECK: VERCO'S PUNCHLOK II SYSTEM W/ CONNECTIONS AT 18" O.C. MAX. ENGAGE ALL LAYERS OF THE DECK MATERIAL. (A STANDARD BUTTON PUNCH CAN NOT BE USED IN PLACE OF VERCO'S PUNCHLOK.) 3.ROOF DECK: VERCO TYPE HSB-36 OR PLB-36, 20 GAGE, GALVANIZED G60, 36" WIDE, 1.5" DEEP, HAVING MINIMUM I = 0.231 IN^4, +S = 0.230 IN^3 AND -S = 0.237 IN^3. 4.ALL ROOF DECKING TO BE THREE SPANS MINIMUM, U.N.O. 5.FOR DECK OPENINGS AT RTU'S, ROOF DRAINS ETC. SEE DETAIL(s) 8, 9 & 10/S5.1 SCHEDULES S1.2 ISSUE DATE: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP #DATE DESCRIPTION WCA PROJECT NO: 442 North Main Street, Suite 200 Bountiful, Utah 84010 (801) 298-1118, Office 298-1122 Fax Engineering inc. Structural e-mail: wca@wcaeng.com WCA CC 23019 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 3/30/2023 3/30/2023 1 S2.0 LEVEL 1 - FOOTING & FOUNDATION PLAN 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 4.5 7.8 7.8 6.3 6.4 6.4 7.2 7.26.65.6 1.3 1.3 7.7 7.7 F.9 F.9 F.2 F.2 F.8 F.8 F.7 F.7 A.3 B.3 B.3 1.8 E.7 3.22.41.91.7 A.2 S - - - - - - - - - - S S - - - - - - - - - - S S - - - - - - - - - - S S - - - - - - - - - - S S - - - - - - - - S FC2.0 SLAB FOOTING BELOW SHAFT WALL REFERENCE NOTES AND KEYNOTES 1.ALL CONT. FOOTINGS MODIFY AS REQ'D AT ARCH FEATURES. FOOTING TO EXTEND 6" FROM FACE OF FOUNDATION. REINFORCE WITH #4 BARS AT 12" O.C. EACH WAY, TYP. UNO. 2.SEE DETAIL 14/SS4.1 FOR SLAB FOOTING AT CONCRETE PITS. 3.4" CONCRETE SLAB ON 4" FREE- DRAINING GRAVEL. REINFORCE WITH #4 BARS AT 24" O.C. EACH WAY. PLACE IN CENTER OF SLAB. FOR CONTROL JOINTS & REINF. LAPS AND SPLICES, SEE DETAIL(S) 1 & 3/S4.0. 4. DENOTES HOLDOWN, SEE HOLDOWN SCHEDULE ON SHEET S1.2. 5.GUIDE RAIL SUPPORT: 3/8x4x12" EMBED PLATE (LONG DIM. PLACE HORIZONTAL) AT 48" O.C. PLATE TO HAVE (2) 3/4"Ø x 5" W.A.S., TYP. HD-# 3 3 3 3 2 11 1 1 1 1 1 1 2 2 FS5.0u FS5.5u FS5.0u TOP OF THESE THREE FOOTINGS IS 5'-0" (MIN.) BELOW TOP OF SLABFS5.0u FS5.0u FS5.0u MP - 1 MP- 1 MP- 2 M P - 2 MP- 1 MP- 1 MP- 1 MP - 3 MP - 1 MP - 3 MP - 1 MP - 1 MP- 1 FS5.5u FS5.0u HD-3 HD-3 HD-3 HD-3 HD-3 HD-3 HD-3 HD-3 HD-3 HD-3 HD-3 HD-3 HD-3 HD-3 HD-2 HD-2 HD-2 HD-2 HD-2HD-2 2 S4.2 TYP. 14 S4.1 14 S4.1 1 S4.2 MW - 2 MW - 2 MW-2 MW-2 MW - 2 MW - 4 MW - 4 MW-1 MW-1 MW-1 MP - 1 MP - 1 MP - 1 MP - 1 MP-1 MP-1 MP- 1 M P - 1 H S S 5 x 5 x 1 / 4 CP- 2 HS S 4 x 4 x 3 / 1 6 HSS 4 x 4 x 3 / 1 6 H S S 4 x 4 x 3 / 1 6 H S S 4 x 4 x 3 / 1 6 H S S 4 x 4 x 1 / 4 HSS4x4x1/4 H S S 4 x 4 x 1 / 4 W8 x 2 4 HSS 5 x 5 x 1 / 4 HSS 4 x 4 x 1 / 4 H S S 5 x 5 x 1 / 4 HS S 5 x 5 x 1 / 4 HS S 6 x 6 x 5 / 1 6 HSS 5 x 5 x 1 / 4 HSS 5 x 5 x 5 / 1 6 HSS 5 x 5 x 5 / 1 6 HSS 5 x 5 x 5 / 1 6 HS S 5 x 5 x 5 / 1 6 HS S 5 x 5 x 5 / 1 6 HS S 5 x 5 x 5 / 1 6 HS S 5 x 5 x 5 / 1 6 HS S 5 x 5 x 5 / 1 6 HSS 5 x 5 x 1 / 4 FS4.0 FS4.0 FS4.0 FS2.0 FS3.5 FS4.0 FS4.0 FS4.0 FS4.0 FS5.0 FS4.0 FS4.5 FS5.5 FS5.5 FS6.0 FS5.0 FS5.0 FS4.0 FS4.5 FS3.5 FS2.0 FS2.0 FS2.0 FS2.0 FS2.5 FS2.5 FS3.0 MP - 1 MP- 1 MP - 1 MP-1 MP - 1 MP-1 FS3.0FS3.0 FS3.0FS3.0 MW-1 FS3.0 FS3.0FS3.0 FS3.0 FS4.5 FS4.5 CW - 2 CW - 2 CW - 2 FC 3 . 0 2 FC 3 . 0 FS4.0 FS4.0 FS4.0 FS4.0 CW - 2 CP- 1 MP- 4 CP - 1 MP- 4 CP - 1 MP- 4 CP - 1 MP- 4 W8 x 3 1 CP - 2 W8x 3 1 1 1 1 1 MW-1 FC2.5 FC2.5 FC2.5 FC2.5 FC2.5 FC2.5 FC2.5 FC2.5 FC2.5 FC2.5 FC2.5 FC2.0 1 FC2.0 FC2.0 FC2.0 FC2.0 FC2.0 FC2.0 FC2.0 FC2.0 FC2.0 FC2.0 FC2.0 FC2.0 FC2.0 FC2.0 FC 2 . 0 FC 2 . 0 FC 2 . 0 FC 2 . 0 FC 2 . 0 FC 2 . 0 FC 2 . 0 FC 2 . 0 FC 2 . 0 FC 2 . 0 FC 2 . 0 FC 2 . 0 FC 2 . 0 FC 2 . 0 FC 2 . 0 FC 2 . 0 FC 2 . 0 FC 2 . 0 FC 2 . 0 1 CW-1 CW-1 CW - 1 CW - 1 CW-1 CW-1 CW-3 CW-1 CW-1 CW-5 CW - 5 CW - 5 CW - 5 CW - 6 CW-5 CW - 1 CW-1CW-1 CW-3 CW-3 CW-3 CW-3 CW-3 CW-3CW-3 CW-4 CW-3 CW-3 CW - 3 CW - 3 CW - 3 CW - 3 CW - 3 CW - 3 CW - 3 CW - 1 CW - 1 CW - 1 CW - 1 CW - 1 CW - 1 CW - 1 CW - 1 CW - 1 CW - 1 CW - 1 CW - 1 CW - 1 CW - 1 CW - 1 CW - 1 CW - 1 CW - 1 CW - 1 CW - 1 CW-1 CW-1 CW-1 CW-1 CW - 1 CW - 1 CW - 1 CW-1 CW-1 CW-1CW-1CW-1CW-1CW-1 CW-1 CW-1 CW-1 CW-1 CW-1 CW-1 2 S4.2 TYP. FC 2 . 0 FC 2 . 0 FC 2 . 0 8 S4.3 TYP. 9 S4.2TYP. 5 S4.3 TYP. 5 S4.2 TYP. 10 S4.2 TYP. 13 S4.3TYP. 13 S4.3TYP. 4 S4.3 TYP. CW - 3 9 S4.3 TYP.10 S4.3 TYP. 15 S4.2 TYP. 15 S4.2 TYP. 15 S4.2 TYP. 4 S4.3 TYP. 16 S4.2 FC2.0 16 S4.2 16 S4.2 8 S4.2 TYP. 13 S4.2 TYP. 7 S4.2TYP. 6 S4.2 FC2.0 6 S4.3 6 S4.3 7 S4.3 3 S4.3 10 S4.2 CW - 7 CW - 3 4 S4.2 TYP. 10 S4.2 TYP. 11 S4.3 TYP. 1 S4.3 TYP. 14 S4.2 TYP. 5 S4.2 TYP. 11 S4.2 TYP. 11 S4.2 TYP. 4 S4.2TYP. 5 2 S4.3 TYP. CW-3 12 S4.2 TYP. MP - 3 FS5.0 FS5.0 FC 2 . 0 CW-3 FS5.5u FS5.5u LEVEL 1 FOOTING & FOUNDATION PLAN S2.0 ISSUE DATE: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP #DATE DESCRIPTION WCA PROJECT NO: 442 North Main Street, Suite 200 Bountiful, Utah 84010 (801) 298-1118, Office 298-1122 Fax Engineering inc. Structural e-mail: wca@wcaeng.com WCA CC 23019 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 3/30/2023 3/30/2023 1 S3.0 LEVEL 2 - FLOOR FRAMING PLAN 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 4.5 7.8 7.8 6.3 6.4 6.4 7.2 7.26.65.6 1.3 1.3 7.7 7.7 F.9 F.9 F.2 F.2 F.8 F.8 F.7 F.7 A.3 B.3 B.3 1.8 E.7 3.22.41.91.7 A.2 MB-2 MB-3MB-2 MB - 1 W18x55 (DRAG)W14x22 (DRAG)W14x34 (DRAG)W16x36 (DRAG) W16x36 (DRAG) W12x19 (DRAG)MB-1 MB-1 MB-3 MB-3 MB-1 MB - 2 (2) 1 3/4x9 1/2" LVL W12x19 (DRAG)W14x26 (DRAG)W14x22 (DRAG)W14x34 (DRAG)W16x36 (DRAG) MB-3 HS S 8 x 4 x 1 / 4 HS S 8 x 4 x 1 / 4 HS S 8 x 4 x 1 / 4 HS S 8 x 4 x 1 / 4 MB - 1 HSS12x6x1/4 (3) 2x8(3) 1 3/4x7 1/4" LVL(3) 2x8 HSS12x2x1/4 HS S 6 x 4 x 3 / 8 HSS12x4x1/4 W14x22 (DRAG) 3 1 / 8 x 1 5 " G L B ( D R A G ) 3 1 / 8 x 1 5 " G L B (D R A G ) W12x19 (DRAG) W12x19 (DRAG)3 1 / 8 x 1 5 " G L B ( D R A G ) 3 1 / 8 x 1 5 " G L B ( D R A G ) MB - 1 3 1 / 8 x 1 5 " G L B ( D R A G ) W1 4 x 2 2 3 1 / 8 x 1 5 " G L B (D R A G ) ROOF & FLOOR TRUSS NOTES SNOW DRIFTING 1.DESIGN TRUSSES PER IBC 2018. 2.DO NOT CHANGE TRUSS LAYOUT FROM THAT SHOWN WITH OUT EOR APPROVAL. 3.ALL LOADS ARE TO BE APPLIED WITH IBC SECTION 1605.3.1 BASIC LOAD COMBINATIONS FOR ASD. 4.DESIGN JOIST FOR A LIVE LOAD DEFLECTION OF L/240 FOR ROOF TRUSSES, AND L/360 FOR FLOOR TRUSSES. 5.DESIGN TRUSSES FOR A WIND UPLIFT PER THE DESIGN CRITERIA ON SHEET S1.0. 6.GENERAL CONTRACTOR TO COORDINATE LOCATION OF HVAC UNITS W/ ARCH & JOIST MANUFACTURER. 7.RTU'S SHOWN ARE FOR REFERENCE ONLY, VERIFY LOCATION WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. RTU WEIGHTS SHOWN ARE THE MINIMUM DESIGN LOAD, IF ACTUAL LOAD IS GREAT INCREASE AS NEEDED, IF ACTUAL LOAD IS LESS DO NOT DECREASE DESIGN LOAD SHOWN. INDICATES SNOW DRIFT IN ADDITION TO UNIFORM ROOF SNOW LOAD, SEE APPROPRIATE DRIFT DIAGRAM AND PLAN FOR LOCATION. LOAD IN PSF LENGTH 0 PSF # DRIFT CASE A 35 psf 7'-0" DRIFT CASE B 50 psf 10'-0" DRIFT CASE C 52 psf 11'-0" DRIFT CASE D 68 psf 14'-0" LOAD LENGTH REFERENCE NOTES AND KEYNOTES 1.SEE "WOOD FRAMING NOTES" ON SHEET S1.2 FOR ADDITIONAL WOOD FRAMING REQUIREMENTS. 2. DENOTES SHEAR WALL AND TYPE, SEE SHEAR WALL SCHEDULE. 3. DENOTES SIMPSON CS14 STRAPS, SEE DETAIL 5/S4.1 (STRAPPING MAY BE PLACED ON THE INSIDE OF THE WALL AT STEEL CANOPY LOCATIONS). STRAPPING IS REQUIRED AT BOTH TOP AND BOTTOM OF ALL OPENINGS. 4.UNLESS NOTED OTHERWISE, PROVIDE (2) #5 JAMB BARS AT EACH OPENING. 5.UNLESS NOTED OTHERWISE ALL WOOD BEAMS AND HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (2) TRIMMERS AND (2) KING STUDS, EACH END, U.N.O. SEE FRAMING NOTE FOR ADDITIONAL REQUIREMENTS. 6.SEE DETAIL 6/S4.1 FOR WOOD STUD CONNECTIONS TO STEEL COLUMNS. 7.GUIDE RAIL SUPPORT: 3/8x4x12" EMBED PLATE (LONG DIM. PLACE HORIZONTAL) AT 48" O.C. PLATE TO HAVE (2) 3/4"Ø x 5" W.A.S., TYP. 8. DENOTES SIMPSON LTTP2 WALL ANCHOR AT 96" O.C., SEE DETAIL 11/S4.4 & 13/S4.4. 9. DENOTES SIMPSON LTTP2 WALL ANCHOR AT 96" O.C. ALONG WITH A SIMPSON CS14 STRAP EXTENDING 12'-0" FROM FACE OF WALL, SEE DETAIL 9/S4.4 & 10/S4.4. 10. DENOTES SIMPSON HDU5-SDS2.5 ANCHOR, SEE DETAIL 10/S4.6. 11. DENOTES SIMPSON CMST12 DRAG STRAP BY 78" LONG, CENTERED AT WF BEAM, USE A MINIMUM OF (40) 0.162Øx2 1/2" NAILS EACH END. SEE DETAIL 12 & 13/S4.5. 12.SECURE STAIR STRINGERS TO DBL RIM JOIST WITH L3x3x1/4 AND (3) 5/8"Ø x 4" LAG SCREWS. 13.NORMAL WEIGHT CONCRETE ON W2 STEEL DECK, TOTAL SLAB DEPTH IS 4", SEE SCHEDULE. TYPICAL AT LANDINGS 14.WOOD SHEATHING/DIAPHRAGM, WD-1 15.WOOD SHEATHING/DIAPHRAGM, WD-2 WITH 1 1/2" GYPCRETE (COORD. WITH ARCH.) 16.TYPICAL STAIR STRINGERS, HSS12x2x1/4 17.PROVIDE GIRDER TRUSS FRAMING AROUND HVAC SHAFT. 18.WIDE FLANGE COLUMN BRACING, SEE DETAIL 11/S4.6 B B B B B B B B B B B B B B B B B B B B B # B B A A 3 3 3 3 3 3 3333 3 3 3 3 3 3 3 FT-1 FT-1FT-1 FT-1 FT-1 FT-1 FT-1 FT-1 FT-1 FT-1 3 MEZZANINE BEARING AND SHEAR WALLS 2x6 AT 12" O.C. AT 16" O.C. 1 1 / 2 x 7 1 / 4 " L S L 1 . 5 E S T U D S A T 1 2 " O . C . 1 1/2x7 1/4" LSL 1.5E STUDS AT 12" O.C. 1 1 / 2 x 7 1 / 4 " L S L 1 . 5 E S T U D S A T 1 2 " O . C . 3 (2) T (3) KS (2 ) T (3 ) K S (2 ) T (3 ) K S (2 ) T (3 ) K S (2 ) T (3) K S (2) T (3) K S MW - 4 MW - 4 MW - 4 MW-4 MW-4 MW - 4 MW - 4 MW-1 MW-1 MW-1 MW-1 MW-1 MW-3 MW-3 MW - 3 MW - 3 MW - 2 MW - 2 MW-2 MW-2 MW-2 MW - 2 MP - 1 MP- 1 MP- 2 M P - 2 MP- 1 MP- 1 MP- 1 M P - 3 M P - 1 MP - 3 MP - 1 MP - 1 MP-1 MP - 1 MP - 1 MP - 1 MP - 1 MP-1 MP-1 4 4 4 4 4 5 5 5 5 PRESS PLATE WOOD FLOOR TRUSSES AT 24" O.C. UNO MAXIMUM DEPTH OF 18", COORD. W/ ARCH. FOR ACTUAL DEPTH HS S 6 x 4 x 3 / 8 HS S 1 2 x 4 x 1 / 4 C A N O P Y M E M B E R S NOTES: 1.APPLY TYPICAL OR SIMILAR DETAILS, SECTIONS AND NOTES TO SIMILAR SITUATIONS ON THE DRAWINGS WHERE SPECIFIC DETAILS ARE NOT REFERENCED. 2.DRAWINGS AND DETAILS HAVE BEEN PREPARED WITH THE INTENT TO VISUALLY REPRESENT INFORMATION PROVIDED IN SCALED FORM. DO NOT SCALE PLANS OR DETAILS FOR DIMENSIONAL INFORMATION. 3.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. 4.SEE DETAIL 3/S4.1 FOR PARTITION WALL BRACING 5.SEE DETAIL 4/S4.1 FOR FRAMING AT SMALL OPENINGS (VENTS AND ROOF DRAINS, ETC) WOOD WALL FRAMING: 1.WALL STUDS SHALL MEET THE FOLLOWING a) EXTERIOR WALLS, SHALL BE FRAMED WITH 2x6 STUDS AT 16"O.C., MIN. UNO. (SEE PLAN WHERE 12" SPACING IS REQUIRED b) TALL WALL AT "WAITING, 104" (ENTRY AT GRIDS 6.3-7 AND A-C, SEE PLAN FOR NOTED AREAS), SHALL BE FRAMED WITH 1 1/2x7 1/4" LSL 1.5E AT 12" O.C. (ENGINEERED LUMBER), NO SUBSTITUTIONS ARE ALLOWED. c) INTERIOR FLOOR BEARING AND SHEAR WALLS SHALL BE FRAMED WITH 2x6 STUDS AT 16" O.C., UNO 2.UNLESS NOTED OTHERWISE ALL WOOD BEAMS AND HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (2) TRIMMERS AND (2) KING STUDS, EACH END, U.N.O. 3.WHERE ADDITIONAL TRIMMER OR KING STUDS ARE REQ'D THE FOLLOWING IS TO BE USED FOR THE NOTATION OF THE MEMBERS: (#)T= # OF TRIMMERS, (#)KS = # OF KING STUDS 4.SEE DETAIL 2/S4.1 FOR CONNECTORS AT WOOD BEAMS AND HEADERS. DOUBLE TOP PLATE NAILING: (SEE DETAIL 1/S4.1) 1.TOP PLATE SPLICES TO BE 48" MINIMUM IN LENGTH. 2.TOP PLATE NAILING WITHIN SPLICE IS TO BE (32) 0.148"Øx3" LONG NAILS ON EACH SIDE OF EACH SPLICE. NAILS ARE TO BE EQUALLY SPACED. 3.TOP PLATE NAILING OUTSIDE OF SPLICES IS TO BE 0.148"Øx3" LONG NAILS AT 12"O.C., STAGGERED. WOOD BEAM AND WOOD COLUMN NOTES: 1.UNLESS NOTED OTHERWISE ALL WOOD BEAMS SHALL BE SUPPORTED BY A MINIMUM OF (2) 2x DF#2 OR BTR. 2.BUILT-UP BEAMS ARE TO BE SPIKING TOGETHER AT EACH LAMINATION (EACH PLY) AS PER THE FOLLOWING: 6" DEEP: (2) ROWS OF 0.148"Øx3" LONG NAILS AT 16" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 8" DEEP: (3) ROWS OF 0.148"Øx3" LONG NAILS AT 16" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 10" DEEP: (3) ROWS OF 0.148"Øx3" LONG NAILS AT 12" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 12-16" DEEP: (4) ROWS OF 0.148"Øx3" LONG NAILS AT 12" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 3.ALL COLUMNS ARE TO BE CONTINUOUS FROM BEAM TO FOUNDATION. WOOD COLUMNS MAY BE SPLICED AT FLOOR LOCATIONS PROVIDED THAT SOLID BLOCKING IS INSTALLED TO TRANSFER LOAD AROUND FLOOR JOIST. 4.BUILT-UP COLUMN (MULTIPLE 2x STUDS) ARE TO BE SPIKED TOGETHER AS PER THE FOLLOWING: 2x4'S: (1) ROW OF 0.148"Øx3" LONG NAILS AT 6" O.C. STAGGERED 1" ABOUT CENTERLINE. 2x6'S: (2) ROWS OF 0.148"Øx3" LONG NAILS AT 8" O.C. STAGGERED 1-1/2" FROM EDGES WOOD FRAMING NOTES: MB-2 MB-1 MB-1 MB-2 MB-1 MB - 2 MB - 1 H S S 1 4 x 4 x 1 / 4 H S S 1 4 x 4 x 1 / 4 H S S 1 4 x 4 x 1 / 4 2x6 JOIST AT 24" O.C. HSS10x2x1/4 HS S 1 0 x 2 x 1 / 4 HS S 1 0 x 2 x 1 / 4 2x6 JOIST AT 24" O.C. HS S 1 0 x 2 x 1 / 4 HS S 1 0 x 2 x 1 / 4 W8 x 3 1 W8 x 3 1 W8 x 3 1 W8 x 3 1 W12x19 (DRAG) MP - 1 MP- 1 MP - 1 MP-1 M P - 1 MP-1 MW-1 MW-1 MW-1 MW-1 MW-1 MW - 1 MW - 1 MW - 1 MW - 1 MW - 1 MB-4 MB - 2 5 MP-1 ABV (2) 2x8 (2) 2x8 (2) 2x8 (2) 2x8 (2) 2x8 MW - 4 MW - 4 MW - 4 MW - 4 H S S 1 4 x 4 x 1 / 4 MP- 4 MP- 4 MP- 4 MP- 4 (2 ) 2 x 8 (2 ) 2 x 1 0 (2 ) 2 x 1 0 (2) 2x10 9 1 / 2 " T J I 2 1 0 A T 2 4 " O . C . W1 8 x 4 0 ( D R A G ) 5 (2 ) 2 x 8 (2 ) 2 x 8 (2 ) 2 x 8 14" TJI 560 AT 16" O.C.14" TJI 210 AT 16" O.C. 9 1/2" TJI 210 AT 24" O.C. HSS12x4x1/4 SNOW DRIFT D 11 7/8" TJI 210 AT 24" O.C. (2) 1 3/4x9 1/2" LVL (3 ) T (3 ) K S (3 ) T (3 ) K S 6 6 6 6 7 7 MP - 3 W1 2 x 1 6 ( D R A G ) W1 2 x 1 6 ( D R A G ) W1 2 x 1 6 ( D R A G ) 8 9 9 8 9 9 9 9 9 10 11 11 11 11 11 11 88 12 S4.5 TYP. AT DRAGS 9 S4.5 TYP. 11 S4.5 TYP. 4 S4.6 TYP. 3 S4.6 TYP. HSS10x2x1/4 1 S4.6TYP. 16 S4.3 TYP. 15 S4.5 TYP. 2 S4.6 TYP. 15 S4.7 11 S4.4 TYP. 10 S4.4 TYP. MW - 3 8 S4.6 9 S4.6 TYP. 6 S4.6 7 S4.6 TYP. 5 S4.6 TYP. HS S 1 2 x 4 x 1 / 4 9 9 8 16 S4.4 TYP. 6 S4.5 5 S4.5 TYP. (2 ) 2 x 8 2 S4.4 TYP. AT LANDING 1 S4.4 TYP. AT LANDING 14 S4.3 TYP. 15 S4.4 TYP. 10 S4.4 TYP. MW - 2 16 S4.3 TYP. 7 S4.5 TYP. (SIM) 15 S4.7 13 S4.4 TYP. 14 S4.4 TYP. 3 1 / 8 x 1 5 " G L B ( D R A G ) 9 S4.4 4 S4.4 6 S4.4 5 S4.4 7 S4.4 8 S4.4 TYP. 5 S4.4 TYP. HSS6x4x1/4 14 S4.3 TYP.15 S4.3 TYP. 12 S4.4 10 S4.4 TYP. 11 S4.4 TYP. 10 S4.4 TYP. 14 S4.5 10 S4.5 W1 0 x 2 2 11 7 / 8 " T J I 2 1 0 A T 2 4 " O . C . W1 2 x 1 9 ( D R A G ) 3 S4.5 TYP. 15 S4.4 TYP. 13 S4.6 15 S4.6 TYP. 14 S4.6 12 S4.6 1212 9 S4.4 9 S4.4 11 S4.4 TYP. (2) 2x8 14 14 14 131316 16 15 15 13 13 13 16 16 16 16 14 17 (2 ) 1 3 / 4 x 9 1 / 2 " L V L 8 S4.5 8 S4.5 18 11 13 S4.5 TYP. AT DRAGS (3 ) 1 3 / 4 x 1 4 " L V L FT-1 11 S4.5 TYP. 1 S4.8 TYP. AT CMU CORNERS W/ DRAGS 15 LEVEL 2 FLOOR FRAMING PLAN S3.0 ISSUE DATE: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP #DATE DESCRIPTION WCA PROJECT NO: 442 North Main Street, Suite 200 Bountiful, Utah 84010 (801) 298-1118, Office 298-1122 Fax Engineering inc. Structural e-mail: wca@wcaeng.com WCA CC 23019 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 3/30/2023 3/30/2023 1 S3.1 EVENT CENTER - ROOF FRAMING PLAN 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 4.5 7.8 7.8 6.3 6.4 6.4 7.2 7.26.65.6 1.3 1.3 7.7 7.7 F.9 F.9 F.2 F.2 F.8 F.8 F.7 F.7 A.3 B.3 B.3 1.8 E.7 3.22.41.91.7 A.2 ROOF & FLOOR TRUSS NOTES SNOW DRIFTING 1.DESIGN TRUSSES PER IBC 2018. 2.DO NOT CHANGE TRUSS LAYOUT FROM THAT SHOWN WITH OUT EOR APPROVAL. 3.ALL LOADS ARE TO BE APPLIED WITH IBC SECTION 1605.3.1 BASIC LOAD COMBINATIONS FOR ASD. 4.DESIGN JOIST FOR A LIVE LOAD DEFLECTION OF L/240 FOR ROOF TRUSSES, AND L/360 FOR FLOOR TRUSSES. 5.DESIGN TRUSSES FOR A WIND UPLIFT PER THE DESIGN CRITERIA ON SHEET S1.0. 6.GENERAL CONTRACTOR TO COORDINATE LOCATION OF HVAC UNITS W/ ARCH & JOIST MANUFACTURER. 7.RTU'S SHOWN ARE FOR REFERENCE ONLY, VERIFY LOCATION WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. RTU WEIGHTS SHOWN ARE THE MINIMUM DESIGN LOAD, IF ACTUAL LOAD IS GREAT INCREASE AS NEEDED, IF ACTUAL LOAD IS LESS DO NOT DECREASE DESIGN LOAD SHOWN. INDICATES SNOW DRIFT IN ADDITION TO UNIFORM ROOF SNOW LOAD, SEE APPROPRIATE DRIFT DIAGRAM AND PLAN FOR LOCATION. LOAD IN PSF LENGTH 0 PSF # DRIFT CASE A 35 psf 7'-0" DRIFT CASE B 50 psf 10'-0" DRIFT CASE C 52 psf 11'-0" DRIFT CASE D 68 psf 14'-0" LOAD LENGTH SN O W D R I F T D SN O W D R I F T B SN O W D R I F T B SN O W D R I F T B SNOW DRIFT B SN O W D R I F T A SN O W D R I F T A REFERENCE NOTES AND KEYNOTES 1.SEE "WOOD FRAMING NOTES" ON SHEET S1.2 FOR ADDITIONAL WOOD FRAMING REQUIREMENTS. 2. DENOTES SHEAR WALL AND TYPE, SEE SHEAR WALL SCHEDULE. 3.C3x5 CHORD STRAPPING, PLACED AS NOTED ON PLAN. SEE DETAIL 7/S4.1. 4.SEE DETAIL 6/S4.1 FOR WOOD STUD CONNECTIONS TO STEEL COLUMNS. 5.GUIDE RAIL SUPPORT: 3/8x4x12" EMBED PLATE (LONG DIM. PLACE HORIZONTAL) AT 48" O.C. PLATE TO HAVE (2) 3/4"Ø x 5" W.A.S., TYP. 6.1.5" B-DECK STEEL DECK, SEE SCHEDULES 7.ROOF HATCH, SEE DETAIL 8/S4.1 FOR FRAMING B B B B B B B # 1 1 / 2 x 7 1 / 4 " L S L 1 . 5 E S T U D S A T 1 2 " O . C . 1 1/2x7 1/4" LSL 1.5E STUDS AT 12" O.C. 1 1 / 2 x 7 1 / 4 " L S L 1 . 5 E S T U D S A T 1 2 " O . C . MW - 4 MW - 4 MW - 4 MW-4 MW-4 MW - 4 MW - 4 MW-1 MW-1 MW-1 MW-1 MW-1 MW - 2 MW-3 MW-3 MW - 3 MW - 3 MW - 2 MW - 2 MW-2 MW-2 MW-2MW - 2 MW - 2 5'-8" NOTES: 1.APPLY TYPICAL OR SIMILAR DETAILS, SECTIONS AND NOTES TO SIMILAR SITUATIONS ON THE DRAWINGS WHERE SPECIFIC DETAILS ARE NOT REFERENCED. 2.DRAWINGS AND DETAILS HAVE BEEN PREPARED WITH THE INTENT TO VISUALLY REPRESENT INFORMATION PROVIDED IN SCALED FORM. DO NOT SCALE PLANS OR DETAILS FOR DIMENSIONAL INFORMATION. 3.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. 4.SEE DETAIL 3/S4.1 FOR PARTITION WALL BRACING 5.SEE DETAIL 4/S4.1 FOR FRAMING AT SMALL OPENINGS (VENTS AND ROOF DRAINS, ETC) WOOD WALL FRAMING: 1.WALL STUDS SHALL MEET THE FOLLOWING a) EXTERIOR WALLS, SHALL BE FRAMED WITH 2x6 STUDS AT 16"O.C., MIN. UNO. (SEE PLAN WHERE 12" SPACING IS REQUIRED b) TALL WALL AT "WAITING, 104" (ENTRY AT GRIDS 6.3-7 AND A-C, SEE PLAN FOR NOTED AREAS), SHALL BE FRAMED WITH 1 1/2x7 1/4" LSL 1.5E AT 12" O.C. (ENGINEERED LUMBER), NO SUBSTITUTIONS ARE ALLOWED. c) INTERIOR FLOOR BEARING AND SHEAR WALLS SHALL BE FRAMED WITH 2x6 STUDS AT 16" O.C., UNO 2.UNLESS NOTED OTHERWISE ALL WOOD BEAMS AND HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (2) TRIMMERS AND (2) KING STUDS, EACH END, U.N.O. 3.WHERE ADDITIONAL TRIMMER OR KING STUDS ARE REQ'D THE FOLLOWING IS TO BE USED FOR THE NOTATION OF THE MEMBERS: (#)T= # OF TRIMMERS, (#)KS = # OF KING STUDS 4.SEE DETAIL 2/S4.1 FOR CONNECTORS AT WOOD BEAMS AND HEADERS. DOUBLE TOP PLATE NAILING: (SEE DETAIL 1/S4.1) 1.TOP PLATE SPLICES TO BE 48" MINIMUM IN LENGTH. 2.TOP PLATE NAILING WITHIN SPLICE IS TO BE (32) 0.148"Øx3" LONG NAILS ON EACH SIDE OF EACH SPLICE. NAILS ARE TO BE EQUALLY SPACED. 3.TOP PLATE NAILING OUTSIDE OF SPLICES IS TO BE 0.148"Øx3" LONG NAILS AT 12"O.C., STAGGERED. WOOD BEAM AND WOOD COLUMN NOTES: 1.UNLESS NOTED OTHERWISE ALL WOOD BEAMS SHALL BE SUPPORTED BY A MINIMUM OF (2) 2x DF#2 OR BTR. 2.BUILT-UP BEAMS ARE TO BE SPIKING TOGETHER AT EACH LAMINATION (EACH PLY) AS PER THE FOLLOWING: 6" DEEP: (2) ROWS OF 0.148"Øx3" LONG NAILS AT 16" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 8" DEEP: (3) ROWS OF 0.148"Øx3" LONG NAILS AT 16" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 10" DEEP: (3) ROWS OF 0.148"Øx3" LONG NAILS AT 12" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 12-16" DEEP: (4) ROWS OF 0.148"Øx3" LONG NAILS AT 12" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 3.ALL COLUMNS ARE TO BE CONTINUOUS FROM BEAM TO FOUNDATION. WOOD COLUMNS MAY BE SPLICED AT FLOOR LOCATIONS PROVIDED THAT SOLID BLOCKING IS INSTALLED TO TRANSFER LOAD AROUND FLOOR JOIST. 4.BUILT-UP COLUMN (MULTIPLE 2x STUDS) ARE TO BE SPIKED TOGETHER AS PER THE FOLLOWING: 2x4'S: (1) ROW OF 0.148"Øx3" LONG NAILS AT 6" O.C. STAGGERED 1" ABOUT CENTERLINE. 2x6'S: (2) ROWS OF 0.148"Øx3" LONG NAILS AT 8" O.C. STAGGERED 1-1/2" FROM EDGES WOOD FRAMING NOTES: SNOW DRIFT D 6'-0"6'-0"5'-4"6'-0"6'-0"5'-4" SNOW DRIFT B 6'-0"6'-0"5'-8" 6'-0"6'-0"3'-8" SINGLE PITCH 28-±40LH(330/210) AT 6'-0" O.C. (SLOPE TOP CHORD 1/4", BOTTOM CHORD TO REMAIN FLAT) 18K(330/210) AT 6'-0" O.C. (PROVIDE 5" JOIST SHOES ±1 2 " 9'-0"9'-0" W8 x 1 0 W8 x 1 0 W8 x 1 0 ADD LOAD BLW WALL: D= 350plf, S= 400plf ADD LOAD BLW WALL: D= 350plf, S= 400plf D= 2 . 1 k i p S= 2 . 4 k i p D= 2 . 1 k i p S= 2 . 4 k i p D= 2 . 1 k i p S= 2 . 4 k i p D= 2 . 1 k i p S= 2 . 4 k i p D= 2 . 1 k i p S= 2 . 4 k i p ±1 2 " 9'-0" 3 9'-0" MW-1 MW-1 MW-1 MW-1 MW-1 MW - 3 MW - 1 MW - 1 MW - 1 4 4 4 4 STEEL ROOF JOISTS 1.JOIST AND JOIST GIRDER DESIGN PER IBC 2018. 2.ALL LOADS ARE TO BE APPLIED WITH IBC SECTION 1605.3.1 BASIC LOAD COMBINATIONS FOR ASD. 3.DESIGN JOIST FOR A LIVE LOAD DEFLECTION OF L/240, TOTAL LOAD DEFLECTION OF L/180. 4.DESIGN JOIST AND GIRDERS FOR A NET WIND UPLIFT PER GENERAL NOTE SHEET S1.0. 5.PROVIDE HORIZONTAL AND CROSS BRIDGING PER SJI. 6.PROVIDE UPLIFT BRIDGING PER GENERAL NOTE SHEET S1.0, AND SJI. 7.GENERAL CONTRACTOR TO COORDINATE WEIGHTS OF RTU UNITS W/ ARCH & JOIST MANUFACTURER. 8.SEE DETAIL 11/S4.1 FOR TYPICAL UPLIFT BRIDGING. 9.SEE DETAIL 12/S4.1 FOR ADDITIONAL FRAMING AT CONCENTRATED LOADS. 10.DESIGN JOIST/JOIST SHOES CONNECTED TO CMU WITH A 1.8 kip AXIAL LOAD (0.7E - SEISMIC OUT-OF-PLANE FORCE). DESIGN JOIST TO TRANSFER LOAD THROUGH THE JOIST SHOE AND INTO THE TOP CHORD. 5 5 W18x46 3 S4.7 2 S4.7 TYP. 1 S4.7 TYP. AT DECKING 4 S4.7 TYP. AT JOISTS 5 S4.7 TYP. 1 S4.7 TYP. AT DECKING 11 S4.7TYP. MW - 1 15 S4.7 TYP. 14 S4.7 12 S4.7TYP. 3 HD-2 HD-2 FT-2 FT-2 W8x10W8x10 W8x10 W8x10 6 7 13 S4.7 1000 lb 1000 lb EVENT CENTER ROOF FRAMING PLAN S3.1 ISSUE DATE: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP #DATE DESCRIPTION WCA PROJECT NO: 442 North Main Street, Suite 200 Bountiful, Utah 84010 (801) 298-1118, Office 298-1122 Fax Engineering inc. Structural e-mail: wca@wcaeng.com WCA CC 23019 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 3/30/2023 3/30/2023 (2) 2x8 1 S3.2 LEVEL 3 - FLOOR & ROOF FRAMING PLAN 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 4.5 7.8 7.8 6.3 6.4 6.4 7.2 7.26.65.6 1.3 1.3 7.7 7.7 F.9 F.9 F.2 F.2 F.8 F.8 F.7 F.7 A.3 B.3 B.3 1.8 E.7 3.22.41.91.7 A.2 MB-1 HS S 8 x 4 x 1 / 4 HS S 8 x 4 x 1 / 4 MB-1 MB - 1 W18x50 (DRAG)W14x22 (DRAG)W14x34 (DRAG)W16x36 (DRAG) W16x36 (DRAG) MB-1 MB-1 MB-1 (2) 2x8 (2) 2x8 (2) 2x8 (2) 2x8 (2) 2x8 MB-2MB-2 MB-1 MB-1 MB-1 MB-1 MB-1 MB - 1 MB - 1 MB - 1 MB - 1 (1) 1 3/4x11 7/8" LVL (1) 1 3/4x11 7/8" LVL (1) 1 3/4x11 7/8" LVL (1) 1 3/4x11 7/8" LVL HS S 8 x 4 x 1 / 4 HS S 8 x 4 x 1 / 4 W16x57 (DRAG) W12x19 (DRAG)W14x30 (DRAG)W14x22 (DRAG)W14x34 (DRAG)W16x36 (DRAG) HS S 5 x 5 x 3 / 1 6 HS S 5 x 5 x 3 / 1 6 (2) 1 3/4x11 7/8" LVL (2) 1 3/4x11 7/8" LVL (2) 1 3/4x11 7/8" LVL (2) 1 3/4x11 7/8" LVL (2) 1 3/4x11 7/8" LVL (1 ) 1 3 / 4 x 1 1 7 / 8 " L V L (1 ) 1 3 / 4 x 1 1 7 / 8 " L V L (1 ) 1 3 / 4 x 1 1 7 / 8 " L V L (2) 1 3/4x11 7/8" LVL (2) 1 3/4x11 7/8" LVL (2) 1 3/4x11 7/8" LVL W14x22 (DRAG) 3 1 / 8 x 1 5 " G L B ( D R A G ) 3 1 / 8 x 1 5 " G L B ( D R A G ) 3 1 / 8 x 1 5 " G L B ( D R A G ) W12x19 (DRAG) W12x19 (DRAG)3 1 / 8 x 1 5 " G L B ( D R A G ) 3 1 / 8 x 1 5 " G L B ( D R A G ) HSS 5 x 5 x 3 / 1 6 MB - 1 W1 6 x 4 0 ROOF & FLOOR TRUSS NOTES SNOW DRIFTING 1.DESIGN TRUSSES PER IBC 2018. 2.DO NOT CHANGE TRUSS LAYOUT FROM THAT SHOWN WITH OUT EOR APPROVAL. 3.ALL LOADS ARE TO BE APPLIED WITH IBC SECTION 1605.3.1 BASIC LOAD COMBINATIONS FOR ASD. 4.DESIGN JOIST FOR A LIVE LOAD DEFLECTION OF L/240 FOR ROOF TRUSSES, AND L/360 FOR FLOOR TRUSSES. 5.DESIGN TRUSSES FOR A WIND UPLIFT PER THE DESIGN CRITERIA ON SHEET S1.0. 6.GENERAL CONTRACTOR TO COORDINATE LOCATION OF HVAC UNITS W/ ARCH & JOIST MANUFACTURER. 7.RTU'S SHOWN ARE FOR REFERENCE ONLY, VERIFY LOCATION WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. RTU WEIGHTS SHOWN ARE THE MINIMUM DESIGN LOAD, IF ACTUAL LOAD IS GREAT INCREASE AS NEEDED, IF ACTUAL LOAD IS LESS DO NOT DECREASE DESIGN LOAD SHOWN. INDICATES SNOW DRIFT IN ADDITION TO UNIFORM ROOF SNOW LOAD, SEE APPROPRIATE DRIFT DIAGRAM AND PLAN FOR LOCATION. LOAD IN PSF LENGTH 0 PSF # DRIFT CASE A 35 psf 7'-0" DRIFT CASE B 50 psf 10'-0" DRIFT CASE C 52 psf 11'-0" DRIFT CASE D 68 psf 14'-0" LOAD LENGTH SN O W D R I F T B HANG FASCIA BEAM, (1) 1 3/4x11 7/8" LVL FROM TRUSS EXTENSION POINT LOAD: D= 280lb, S= 490lb REFERENCE NOTES AND KEYNOTES 1.SEE "WOOD FRAMING NOTES" ON SHEET S1.2 FOR ADDITIONAL WOOD FRAMING REQUIREMENTS. 2. DENOTES SHEAR WALL AND TYPE, SEE SHEAR WALL SCHEDULE. 3. DENOTES SIMPSON CS14 STRAPS, SEE DETAIL 5/S4.1 (STRAPPING MAY BE PLACED ON THE INSIDE OF THE WALL AT STEEL CANOPY LOCATIONS). STRAPPING IS REQUIRED AT BOTH TOP AND BOTTOM OF ALL OPENINGS. 4.UNLESS NOTED OTHERWISE, PROVIDE (2) #5 JAMB BARS AT EACH OPENING. 5.UNLESS NOTED OTHERWISE ALL WOOD BEAMS AND HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (2) TRIMMERS AND (2) KING STUDS, EACH END, U.N.O. SEE FRAMING NOTE FOR ADDITIONAL REQUIREMENTS. 6.SEE DETAIL 6/S4.1 FOR WOOD STUD CONNECTIONS TO STEEL COLUMNS. 7.GUIDE RAIL SUPPORT: 3/8x4x12" EMBED PLATE (LONG DIM. PLACE HORIZONTAL) AT 48" O.C. PLATE TO HAVE (2) 3/4"Ø x 5" W.A.S., TYP. 8. DENOTES SIMPSON LTTP2 WALL ANCHOR AT 96" O.C., SEE DETAIL 11/S4.4. 9. DENOTES SIMPSON LTTP2 WALL ANCHOR AT 96" O.C. ALONG WITH A SIMPSON CS14 STRAP EXTENDING 12'-0" FROM FACE OF WALL, SEE DETAIL 10/S4.4. 10. DENOTES SIMPSON MST48 WALL STRAP, CENTERED AT COLUMN, SEE DETAIL 2/S4.8. 11. DENOTES SIMPSON HDU5-SDS2.5 WALL ANCHOR, SEE DETAIL 10/S4.6. 12.SEE DETAIL 3/S4.4 FOR WOOD BEAM TO STEEL COLUMN CONNECTION. 13.HSS FALSE BRACE, COORD. WITH ARCH. AND SEE DETAIL 12/S4.3. 14. DENOTES SIMPSON CMST12 DRAG STRAP BY 78" LONG, CENTERED AT WF BEAM, USE A MINIMUM OF (40) 0.162Øx2 1/2" NAILS EACH END. SEE DETAIL 12 & 13/S4.5. 15.WIDE FLANGE COLUMN BRACING, SEE DETAIL 11/S4.6 16.NORMAL WEIGHT CONCRETE ON W2 STEEL DECK, TOTAL SLAB DEPTH IS 4", SEE SCHEDULE. TYPICAL AT LANDINGS 17.WOOD SHEATHING/DIAPHRAGM, WD-1 18.WOOD SHEATHING/DIAPHRAGM, WD-2 WITH 1 1/2" GYPCRETE (COORD. WITH ARCH.) 19.WOOD SHEATHING/DIAPHRAGM, WD-2 WITH NO GYPCRETE. 20.TYPICAL STAIR STRINGERS, HSS12x2x1/4 21.PROVIDE GIRDER TRUSS FRAMING AROUND HVAC SHAFT. 22.1.5" B-DECK STEEL DECK, SEE SCHEDULES # B B B B B B B B B B B B B B B B A A 3 3 3 3 3 3 3 3 33333 3 3 3 3 3 HD-1 HD-1 HD-1 HD-1 HD-1 HD-1 HD-1 HD-1 HD-1 HD-2 HD-2 FT-1 FT-1 FT-1 FT-1 FT-1FT-1 FT-1 FT-1 FT-1 FT-1 FT-1 FT-1 FT-2 FT-2 FT-2 HD-1 (2) T (3) KS (2) T (3) KS (2 ) T (3 ) K S (2) T (3) K S (2) T (3) K S MW - 4 MW - 4 MW - 4 MW-4 MW-4 MW - 4 MW - 4 MW-1 MW-1 MW-1 MW-1 MW-1 MW-3 MW-3 MW - 3 MW - 3 MW - 2 MW - 2 MW-2 MW-2 MW-2MW - 2 MW - 2 MP - 1 MP- 1 MP- 2 M P - 2 MP- 1 MP- 1 MP- 1 M P - 3 MP - 3 M P - 1 MP-1 MP-1 M P - 1 4 4 4 4 4 5 5 5 5 HSS4x4x1/4 HS S 4 x 4 x 1 / 4 HS S 4 x 4 x 1 / 4 HS S 4 x 4 x 1 / 4 3 1 / 8 x 1 5 " G L B (D R A G ) 3 1 / 8 x 1 5 " G L B (D R A G ) W12x19 (DRAG) W12x19 (DRAG) PRESS PLATE WOOD FLOOR TRUSSES AT 24" O.C. UNO MAXIMUM DEPTH OF 18", COORD. W/ ARCH. FOR ACTUAL DEPTH 3 HS S 4 x 4 x 1 / 4 PROVIDE (3) 2x8 IN NON-BEARING WALL BELOW 6'-8"6'-8" SINGLE PITCH 28-±42LH(330/210) AT 6'-0" O.C. (SLOPE TOP CHORD 1/4", BOTTOM CHORD TO REMAIN FLAT) 4 NOTES: 1.APPLY TYPICAL OR SIMILAR DETAILS, SECTIONS AND NOTES TO SIMILAR SITUATIONS ON THE DRAWINGS WHERE SPECIFIC DETAILS ARE NOT REFERENCED. 2.DRAWINGS AND DETAILS HAVE BEEN PREPARED WITH THE INTENT TO VISUALLY REPRESENT INFORMATION PROVIDED IN SCALED FORM. DO NOT SCALE PLANS OR DETAILS FOR DIMENSIONAL INFORMATION. 3.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. 4.SEE DETAIL 3/S4.1 FOR PARTITION WALL BRACING 5.SEE DETAIL 4/S4.1 FOR FRAMING AT SMALL OPENINGS (VENTS AND ROOF DRAINS, ETC) WOOD WALL FRAMING: 1.WALL STUDS SHALL MEET THE FOLLOWING a) EXTERIOR WALLS, SHALL BE FRAMED WITH 2x6 STUDS AT 16"O.C., MIN. UNO. (SEE PLAN WHERE 12" SPACING IS REQUIRED b) TALL WALL AT "WAITING, 104" (ENTRY AT GRIDS 6.3-7 AND A-C, SEE PLAN FOR NOTED AREAS), SHALL BE FRAMED WITH 1 1/2x7 1/4" LSL 1.5E AT 12" O.C. (ENGINEERED LUMBER), NO SUBSTITUTIONS ARE ALLOWED. c) INTERIOR FLOOR BEARING AND SHEAR WALLS SHALL BE FRAMED WITH 2x6 STUDS AT 16" O.C., UNO 2.UNLESS NOTED OTHERWISE ALL WOOD BEAMS AND HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (2) TRIMMERS AND (2) KING STUDS, EACH END, U.N.O. 3.WHERE ADDITIONAL TRIMMER OR KING STUDS ARE REQ'D THE FOLLOWING IS TO BE USED FOR THE NOTATION OF THE MEMBERS: (#)T= # OF TRIMMERS, (#)KS = # OF KING STUDS 4.SEE DETAIL 2/S4.1 FOR CONNECTORS AT WOOD BEAMS AND HEADERS. DOUBLE TOP PLATE NAILING: (SEE DETAIL 1/S4.1) 1.TOP PLATE SPLICES TO BE 48" MINIMUM IN LENGTH. 2.TOP PLATE NAILING WITHIN SPLICE IS TO BE (32) 0.148"Øx3" LONG NAILS ON EACH SIDE OF EACH SPLICE. NAILS ARE TO BE EQUALLY SPACED. 3.TOP PLATE NAILING OUTSIDE OF SPLICES IS TO BE 0.148"Øx3" LONG NAILS AT 12"O.C., STAGGERED. WOOD BEAM AND WOOD COLUMN NOTES: 1.UNLESS NOTED OTHERWISE ALL WOOD BEAMS SHALL BE SUPPORTED BY A MINIMUM OF (2) 2x DF#2 OR BTR. 2.BUILT-UP BEAMS ARE TO BE SPIKING TOGETHER AT EACH LAMINATION (EACH PLY) AS PER THE FOLLOWING: 6" DEEP: (2) ROWS OF 0.148"Øx3" LONG NAILS AT 16" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 8" DEEP: (3) ROWS OF 0.148"Øx3" LONG NAILS AT 16" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 10" DEEP: (3) ROWS OF 0.148"Øx3" LONG NAILS AT 12" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 12-16" DEEP: (4) ROWS OF 0.148"Øx3" LONG NAILS AT 12" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 3.ALL COLUMNS ARE TO BE CONTINUOUS FROM BEAM TO FOUNDATION. WOOD COLUMNS MAY BE SPLICED AT FLOOR LOCATIONS PROVIDED THAT SOLID BLOCKING IS INSTALLED TO TRANSFER LOAD AROUND FLOOR JOIST. 4.BUILT-UP COLUMN (MULTIPLE 2x STUDS) ARE TO BE SPIKED TOGETHER AS PER THE FOLLOWING: 2x4'S: (1) ROW OF 0.148"Øx3" LONG NAILS AT 6" O.C. STAGGERED 1" ABOUT CENTERLINE. 2x6'S: (2) ROWS OF 0.148"Øx3" LONG NAILS AT 8" O.C. STAGGERED 1-1/2" FROM EDGES WOOD FRAMING NOTES: HS S 5 x 5 x 3 / 1 6 SNOW DRIFT B SNOW DRIFT B SN O W D R I F T D MB-1MB-1 9 1/2" TJI 210 AT 24" O.C. W2 4 x 5 5 ( D R A G ) (3 ) 2 x 8 (3 ) 2 x 8 B B B B 1 3 / 4 x 7 1 / 4 " L V L A T 1 6 " O . C . 2x8 AT 24" O.C. 2x 8 A T 2 4 " O . C . 2x8 JOIST AT 24" O.C. STRUCTURAL FASCIA, (1) 1 3/4x11 7/8" LVL SECURE TO TRUSSES WITH HANGERS CANT. OUT TO SUPPORT END JOIST FRAME END OF EYEBROW WITH 2x8 JOIST AT 24" O.C. (2) 1 3/4x11 7/8" LVL (2 ) 2 x 8 (2) T (3) K S B5 MP- 1 (3 ) 2 x 1 0 (3 ) 2 x 1 0 (2) 1 3/4x9 1/2" LVL 5 (2) 2x8 6 6 6 6 STEEL ROOF JOISTS 1.JOIST AND JOIST GIRDER DESIGN PER IBC 2018. 2.ALL LOADS ARE TO BE APPLIED WITH IBC SECTION 1605.3.1 BASIC LOAD COMBINATIONS FOR ASD. 3.DESIGN JOIST FOR A LIVE LOAD DEFLECTION OF L/240, TOTAL LOAD DEFLECTION OF L/180. 4.DESIGN JOIST AND GIRDERS FOR A NET WIND UPLIFT PER GENERAL NOTE SHEET S1.0. 5.PROVIDE HORIZONTAL AND CROSS BRIDGING PER SJI. 6.PROVIDE UPLIFT BRIDGING PER GENERAL NOTE SHEET S1.0, AND SJI. 7.GENERAL CONTRACTOR TO COORDINATE WEIGHTS OF RTU UNITS W/ ARCH & JOIST MANUFACTURER. 8.SEE DETAIL 11/S4.1 FOR TYPICAL UPLIFT BRIDGING. 9.SEE DETAIL 12/S4.1 FOR ADDITIONAL FRAMING AT CONCENTRATED LOADS. 10.DESIGN JOIST/JOIST SHOES CONNECTED TO CMU WITH A 1.8 kip AXIAL LOAD (0.7E - SEISMIC OUT-OF-PLANE FORCE). DESIGN JOIST TO TRANSFER LOAD THROUGH THE JOIST SHOE AND INTO THE TOP CHORD. 7 7 W1 2 x 1 6 ( D R A G ) W1 2 x 1 6 ( D R A G ) W1 2 x 1 6 ( D R A G ) W1 2 x 1 6 ( D R A G ) 8 8 8 9 9 9 9 9 9 10 10 11 12 13 13 13 14 14 14 14 14 14 14 15 11 S4.5 TYP. 2 S4.7 TYP. 15 & 16 S4.7 4 S4.7 TYP. AT JOIST 1 S4.7 TYP. AT DECKING 8 S4.9 TYP. 5 S4.9 TYP. 5 S4.7 TYP. 4 S4.7 TYP. AT JOIST (1) 1 3/4x11 7/8" LVL (2) 1 3/4x11 7/8" LVL 6 S4.7 TYP. 7 S4.7 TYP. HD-1 11 S4.4 TYP. 88 13 S4.8 TYP. 11 S4.8 TYP. 9 S4.5 TYP. 11 S4.5 TYP. 2 S4.4 TYP. AT LANDING 1 S4.4 TYP. AT LANDING 14 S4.3 TYP. 15 S4.4 TYP. 10 S4.4 TYP. 16 S4.4 TYP. 9 S4.7 (3 ) 2 x 8 (2 ) 2 x 8 5 S4.5 TYP. SIM. 8 S4.7 8 S4.7 SIM. 12 S4.4 10 S4.7 3 S4.5 TYP.4 S4.5 TYP. 16 S4.6 TYP. 2 S4.5 16 S4.4 TYP. (2 ) 1 3 / 4 x 9 1 / 2 " L V L 1 S4.5 10 S4.4 TYP. MW - 3 16 S4.3 TYP. 15 S4.7 10 S4.4 TYP. 11 S4.4 TYP. 11 S4.4 TYP. 10 S4.4 TYP. 11 S4.4 TYP. 19 A A 17 17 17 22 16 16 20 20 18 16 16 20 20 19 18 21 12 S4.5 TYP. AT DRAGS 13 S4.5 TYP. AT DRAGS 3 S4.7 2 S4.8 TYP. 1 S4.8 TYP. AT CMU CORNERS W/ DRAGS 1000 lb 1000 lb LEVEL 3 FLOOR & ROOF FRAMING PLAN S3.2 ISSUE DATE: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP #DATE DESCRIPTION WCA PROJECT NO: 442 North Main Street, Suite 200 Bountiful, Utah 84010 (801) 298-1118, Office 298-1122 Fax Engineering inc. Structural e-mail: wca@wcaeng.com WCA CC 23019 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 3/30/2023 3/30/2023 1 S3.3 ROOF FRAMING PLAN 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 4.5 7.8 7.8 6.3 6.4 6.4 7.2 7.26.65.6 1.3 1.3 7.7 7.7 F.9 F.9 F.2 F.2 F.8 F.8 F.7 F.7 A.3 B.3 B.3 1.8 E.7 3.22.41.91.7 A.2 MB-1 HS S 8 x 4 x 1 / 4 MB-1MB-1 MB - 1 W16x40 (DRAG)W12x19 (DRAG)W14x22 (DRAG)W14x26 (DRAG) W14x26 (DRAG) W12x19 (DRAG) W14x34 (DRAG)MB-1 MB-1 MB-1 MB - 1 (2) 2x8 (2) 2x8 (2) 2x8 (2) 2x8 (2) 2x8 (2) 1 3/4x9 1/2" LVL (2) 2x8 (2) 2x8 (2) 2x8 (2) 2x8 (2) 1 3/4x9 1/2" LVL (2) 2x8 (2 ) 2 x 8 (2 ) 2 x 8 (2 ) 2 x 8 (2 ) 2 x 8 (2 ) 2 x 8 (2 ) 2 x 8 (3 ) 2 x 1 0 W14x22 (DRAG)W12x19 (DRAG)W12x19 (DRAG)W14x22 (DRAG)W14x26 (DRAG) W12x19 (DRAG) W12x19 (DRAG) W1 2 x 1 6 ( D R A G ) 3 1 / 8 x 1 3 1 / 2 " G L B ( D R A G ) 3 1 / 8 x 1 3 1 / 2 " G L B (D R A G ) W1 2 x 1 6 ( D R A G ) 3 1 / 8 x 1 3 1 / 2 " G L B ( D R A G ) 3 1 / 8 x 1 3 1 / 2 " G L B ( D R A G ) W1 2 x 1 6 ( D R A G ) W12x19 (DRAG) W1 4 x 3 4 W1 2 x 1 6 ( D R A G ) 3 1 / 8 x 1 3 1 / 2 " G L B ( D R A G ) 3 1 / 8 x 1 3 1 / 2 " G L B ( D R A G ) ROOF & FLOOR TRUSS NOTES SNOW DRIFTING 1.DESIGN TRUSSES PER IBC 2018. 2.DO NOT CHANGE TRUSS LAYOUT FROM THAT SHOWN WITH OUT EOR APPROVAL. 3.ALL LOADS ARE TO BE APPLIED WITH IBC SECTION 1605.3.1 BASIC LOAD COMBINATIONS FOR ASD. 4.DESIGN JOIST FOR A LIVE LOAD DEFLECTION OF L/240 FOR ROOF TRUSSES, AND L/360 FOR FLOOR TRUSSES. 5.DESIGN TRUSSES FOR A WIND UPLIFT PER THE DESIGN CRITERIA ON SHEET S1.0. 6.GENERAL CONTRACTOR TO COORDINATE LOCATION OF HVAC UNITS W/ ARCH & JOIST MANUFACTURER. 7.RTU'S SHOWN ARE FOR REFERENCE ONLY, VERIFY LOCATION WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. RTU WEIGHTS SHOWN ARE THE MINIMUM DESIGN LOAD, IF ACTUAL LOAD IS GREAT INCREASE AS NEEDED, IF ACTUAL LOAD IS LESS DO NOT DECREASE DESIGN LOAD SHOWN. INDICATES SNOW DRIFT IN ADDITION TO UNIFORM ROOF SNOW LOAD, SEE APPROPRIATE DRIFT DIAGRAM AND PLAN FOR LOCATION. LOAD IN PSF LENGTH 0 PSF # DRIFT CASE A 35 psf 7'-0" DRIFT CASE B 50 psf 10'-0" DRIFT CASE C 52 psf 11'-0" DRIFT CASE D 68 psf 14'-0" LOAD LENGTH SNOW DRIFT D SNOW DRIFT D SNOW DRIFT D SNOW DRIFT D SN O W D R I F T C SN O W D R I F T C SN O W D R I F T C SN O W D R I F T C SN O W D R I F T C SN O W D R I F T C PARAPET BRACING, SEE DETAILS REFERENCE NOTES AND KEYNOTES 1.SEE "WOOD FRAMING NOTES" ON SHEET S1.2 FOR ADDITIONAL WOOD FRAMING REQUIREMENTS. 2. DENOTES SHEAR WALL AND TYPE, SEE SHEAR WALL SCHEDULE. 3. DENOTES SIMPSON CS14 STRAPS, SEE DETAIL 5/S4.1 (STRAPPING MAY BE PLACED ON THE INSIDE OF THE WALL AT STEEL CANOPY LOCATIONS). STRAPPING IS REQUIRED AT BOTH TOP AND BOTTOM OF ALL OPENINGS. 4.UNLESS NOTED OTHERWISE, PROVIDE (2) #5 JAMB BARS AT EACH OPENING. 5.UNLESS NOTED OTHERWISE ALL WOOD BEAMS AND HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (2) TRIMMERS AND (2) KING STUDS, EACH END, U.N.O. SEE FRAMING NOTE FOR ADDITIONAL REQUIREMENTS. 6.SEE DETAIL 6/S4.1 FOR WOOD STUD CONNECTIONS TO STEEL COLUMNS. 7.GUIDE RAIL SUPPORT: 3/8x4x12" EMBED PLATE (LONG DIM. PLACE HORIZONTAL) AT 48" O.C. PLATE TO HAVE (2) 3/4"Ø x 5" W.A.S., TYP. 8. DENOTES SIMPSON LTTP2 WALL ANCHOR AT 96" O.C., SEE DETAIL 4/S4.8. 9. DENOTES SIMPSON LTTP2 WALL ANCHOR AT 96" O.C. ALONG WITH A SIMPSON CS14 STRAP EXTENDING 12'-0" FROM FACE OF WALL, SEE DETAIL 5/S4.8. 10. DENOTES SIMPSON MST48 WALL STRAP, CENTERED AT COLUMN, SEE DETAIL 2/S4.8. 11.HSS FALSE BRACE, COORD. WITH ARCH. AND SEE DETAIL 12/S4.3. 12. DENOTES SIMPSON CMST12 DRAG STRAP BY 78" LONG, CENTERED AT WF BEAM, USE A MINIMUM OF (40) 0.162Øx2 1/2" NAILS EACH END. SEE DETAIL 12 & 13/S4.5. 13.WIDE FLANGE COLUMN BRACING, SEE DETAIL 11/S4.6 14.NORMAL WEIGHT CONCRETE ON W2 STEEL DECK, TOTAL SLAB DEPTH IS 4", SEE SCHEDULE. TYPICAL AT LANDINGS 15.WOOD SHEATHING/DIAPHRAGM, WD-1 16.TYPICAL STAIR STRINGERS, HSS12x2x1/4 17.PROVIDE GIRDER TRUSS FRAMING AROUND HVAC SHAFT. 18. DENOTES SIMPSON CS14 STRAP 96" LONG AND SPACED AT 96" O.C., SEE DETAIL 9/S4.8. # B B B B B A A A A A A A A A A B B B B B B B A A A A A A A A 3 3 3 3 3 3 3 3 3 33 3 333 3 3 3 3 3 3 3 3 3 3 3 3 3 MW-3 MW-3 MW - 3 MW - 3 MW - 2 MW-1 MW - 2 MW-2 MW-2 MW-2 MW - 2 MW - 2 4 4 5 5 5 5 5 5 5 5 2x8 AT 24" O.C. PRESS PLATE WOOD ROOF TRUSSES AT 24" O.C. UNO MAXIMUM DEPTH OF 18", COORD. W/ ARCH. FOR ACTUAL DEPTH 2x 8 A T 2 4 " O . C . 3 1 / 8 x 1 3 1 / 2 " G L B (D R A G ) (2) 2x8 SN O W D R I F T C HS S 1 2 x 2 x 3 / 1 6 HSS8x3x3/16 HSS8x3x3/16 HSS8x3x3/16 HSS8x3x3/16 HSS8x3x3/16HSS8x3x3/16 NOTES: 1.APPLY TYPICAL OR SIMILAR DETAILS, SECTIONS AND NOTES TO SIMILAR SITUATIONS ON THE DRAWINGS WHERE SPECIFIC DETAILS ARE NOT REFERENCED. 2.DRAWINGS AND DETAILS HAVE BEEN PREPARED WITH THE INTENT TO VISUALLY REPRESENT INFORMATION PROVIDED IN SCALED FORM. DO NOT SCALE PLANS OR DETAILS FOR DIMENSIONAL INFORMATION. 3.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. 4.SEE DETAIL 3/S4.1 FOR PARTITION WALL BRACING 5.SEE DETAIL 4/S4.1 FOR FRAMING AT SMALL OPENINGS (VENTS AND ROOF DRAINS, ETC) WOOD WALL FRAMING: 1.WALL STUDS SHALL MEET THE FOLLOWING a) EXTERIOR WALLS, SHALL BE FRAMED WITH 2x6 STUDS AT 16"O.C., MIN. UNO. (SEE PLAN WHERE 12" SPACING IS REQUIRED b) TALL WALL AT "WAITING, 104" (ENTRY AT GRIDS 6.3-7 AND A-C, SEE PLAN FOR NOTED AREAS), SHALL BE FRAMED WITH 1 1/2x7 1/4" LSL 1.5E AT 12" O.C. (ENGINEERED LUMBER), NO SUBSTITUTIONS ARE ALLOWED. c) INTERIOR FLOOR BEARING AND SHEAR WALLS SHALL BE FRAMED WITH 2x6 STUDS AT 16" O.C., UNO 2.UNLESS NOTED OTHERWISE ALL WOOD BEAMS AND HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (2) TRIMMERS AND (2) KING STUDS, EACH END, U.N.O. 3.WHERE ADDITIONAL TRIMMER OR KING STUDS ARE REQ'D THE FOLLOWING IS TO BE USED FOR THE NOTATION OF THE MEMBERS: (#)T= # OF TRIMMERS, (#)KS = # OF KING STUDS 4.SEE DETAIL 2/S4.1 FOR CONNECTORS AT WOOD BEAMS AND HEADERS. DOUBLE TOP PLATE NAILING: (SEE DETAIL 1/S4.1) 1.TOP PLATE SPLICES TO BE 48" MINIMUM IN LENGTH. 2.TOP PLATE NAILING WITHIN SPLICE IS TO BE (32) 0.148"Øx3" LONG NAILS ON EACH SIDE OF EACH SPLICE. NAILS ARE TO BE EQUALLY SPACED. 3.TOP PLATE NAILING OUTSIDE OF SPLICES IS TO BE 0.148"Øx3" LONG NAILS AT 12"O.C., STAGGERED. WOOD BEAM AND WOOD COLUMN NOTES: 1.UNLESS NOTED OTHERWISE ALL WOOD BEAMS SHALL BE SUPPORTED BY A MINIMUM OF (2) 2x DF#2 OR BTR. 2.BUILT-UP BEAMS ARE TO BE SPIKING TOGETHER AT EACH LAMINATION (EACH PLY) AS PER THE FOLLOWING: 6" DEEP: (2) ROWS OF 0.148"Øx3" LONG NAILS AT 16" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 8" DEEP: (3) ROWS OF 0.148"Øx3" LONG NAILS AT 16" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 10" DEEP: (3) ROWS OF 0.148"Øx3" LONG NAILS AT 12" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 12-16" DEEP: (4) ROWS OF 0.148"Øx3" LONG NAILS AT 12" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 3.ALL COLUMNS ARE TO BE CONTINUOUS FROM BEAM TO FOUNDATION. WOOD COLUMNS MAY BE SPLICED AT FLOOR LOCATIONS PROVIDED THAT SOLID BLOCKING IS INSTALLED TO TRANSFER LOAD AROUND FLOOR JOIST. 4.BUILT-UP COLUMN (MULTIPLE 2x STUDS) ARE TO BE SPIKED TOGETHER AS PER THE FOLLOWING: 2x4'S: (1) ROW OF 0.148"Øx3" LONG NAILS AT 6" O.C. STAGGERED 1" ABOUT CENTERLINE. 2x6'S: (2) ROWS OF 0.148"Øx3" LONG NAILS AT 8" O.C. STAGGERED 1-1/2" FROM EDGES WOOD FRAMING NOTES: 6 66 6 6 6 7 7 8 8 8 8 9 9 9 9 9 9 10 6 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 13 7 S4.8 TYP. 6 S4.8 TYP. 5 S4.8 TYP. 4 S4.8 TYP. 9 S4.8 10 S4.8 3 S4.8 TYP. 11 S4.5 TYP. 6 S4.8 TYP. 6 S4.8 TYP.8 S4.8 TYP. 2 S4.4 TYP. AT LANDING 1 S4.4 TYP. AT LANDING 14 S4.3 TYP. HS S 8 x 4 x 1 / 4 5 S4.8 TYP. 4 S4.8 TYP. 5 S4.8 TYP. 4 S4.8 TYP. 7 S4.8 TYP. (2 ) 1 3 / 4 x 9 1 / 2 " L V L 2 S4.9 3 4 S4.9 TYP. 3 (3 ) 2 x 1 0 1 S4.9 3 S4.9 TYP. (2) 1 3/4x9 1/2" LVL HSS12x2x3/16 16 S4.3 TYP. 15 15 17 14 14 16 16 12 S4.5 TYP. AT DRAGS 13 S4.5 TYP. AT DRAGS 11 S4.5 TYP. 2 S4.8TYP. 18 18 1 S4.8 TYP. AT CMU CORNERS W/ DRAGS W12x19 (DRAG) 500 lb 800 lb 800 lb 800 lb ROOF FRAMING PLAN S3.3 ISSUE DATE: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP #DATE DESCRIPTION WCA PROJECT NO: 442 North Main Street, Suite 200 Bountiful, Utah 84010 (801) 298-1118, Office 298-1122 Fax Engineering inc. Structural e-mail: wca@wcaeng.com WCA CC 23019 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 3/30/2023 3/30/2023 1 S3.4 TOP OF STAIRS - ROOF FRAMING PLAN 1 2 2 3 3 4 4 5 5 6 6 7 7 8 AA B B C C D D EE 4.5 7.8 7.8 6.3 6.4 6.4 1.3 7.7 A.3 B.3 B.3 1.8 A.2 MB-1 MB-1MB-1 W8x15 HOIST 2 S3.4 TOP OF STAIRS - UPPER ROOF FRAMING PLAN 4 5 6 4.5 6.4 6.4 D D EE REFERENCE NOTES AND KEYNOTES 1.SEE "WOOD FRAMING NOTES" ON SHEET S1.2 FOR ADDITIONAL WOOD FRAMING REQUIREMENTS. 2. DENOTES SHEAR WALL AND TYPE, SEE SHEAR WALL SCHEDULE. 3.UNLESS NOTED OTHERWISE, PROVIDE (2) #5 JAMB BARS AT EACH OPENING. 4.GUIDE RAIL SUPPORT: 3/8x4x12" EMBED PLATE (LONG DIM. PLACE HORIZONTAL) AT 48" O.C. PLATE TO HAVE (2) 3/4"Ø x 5" W.A.S., TYP. 5.SIMPSON HDU2-SDS2.5 ANCHORS, SEE DETAIL 14/S4.8. PLACE WITHIN 12" OF MASONRY CORNER, ON ALONG GRIDS D AND E 6.HSS FALSE BRACE, COORD. WITH ARCH. AND SEE DETAIL 12/S4.3. 7.WOOD SHEATHING/DIAPHRAGM, WD-1 8.1.5" B-DECK STEEL DECK, SEE SCHEDULES 9. SIMPSON LTTP2 WALL ANCHOR AT 96" O.C., SEE DETAIL 14/S4.8. # A A A MW-3 MW-3 MW - 3 MW - 3 MW - 2 MW-1 MW-2 MW - 2 3 3 9 1/2" TJI 210 AT 24" O.C. 9 1/2" TJI 110 AT 24" O.C. NOTES: 1.APPLY TYPICAL OR SIMILAR DETAILS, SECTIONS AND NOTES TO SIMILAR SITUATIONS ON THE DRAWINGS WHERE SPECIFIC DETAILS ARE NOT REFERENCED. 2.DRAWINGS AND DETAILS HAVE BEEN PREPARED WITH THE INTENT TO VISUALLY REPRESENT INFORMATION PROVIDED IN SCALED FORM. DO NOT SCALE PLANS OR DETAILS FOR DIMENSIONAL INFORMATION. 3.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. 4.SEE DETAIL 3/S4.1 FOR PARTITION WALL BRACING 5.SEE DETAIL 4/S4.1 FOR FRAMING AT SMALL OPENINGS (VENTS AND ROOF DRAINS, ETC) WOOD WALL FRAMING: 1.WALL STUDS SHALL MEET THE FOLLOWING a) EXTERIOR WALLS, SHALL BE FRAMED WITH 2x6 STUDS AT 16"O.C., MIN. UNO. (SEE PLAN WHERE 12" SPACING IS REQUIRED b) TALL WALL AT "WAITING, 104" (ENTRY AT GRIDS 6.3-7 AND A-C, SEE PLAN FOR NOTED AREAS), SHALL BE FRAMED WITH 1 1/2x7 1/4" LSL 1.5E AT 12" O.C. (ENGINEERED LUMBER), NO SUBSTITUTIONS ARE ALLOWED. c) INTERIOR FLOOR BEARING AND SHEAR WALLS SHALL BE FRAMED WITH 2x6 STUDS AT 16" O.C., UNO 2.UNLESS NOTED OTHERWISE ALL WOOD BEAMS AND HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (2) TRIMMERS AND (2) KING STUDS, EACH END, U.N.O. 3.WHERE ADDITIONAL TRIMMER OR KING STUDS ARE REQ'D THE FOLLOWING IS TO BE USED FOR THE NOTATION OF THE MEMBERS: (#)T= # OF TRIMMERS, (#)KS = # OF KING STUDS 4.SEE DETAIL 2/S4.1 FOR CONNECTORS AT WOOD BEAMS AND HEADERS. DOUBLE TOP PLATE NAILING: (SEE DETAIL 1/S4.1) 1.TOP PLATE SPLICES TO BE 48" MINIMUM IN LENGTH. 2.TOP PLATE NAILING WITHIN SPLICE IS TO BE (32) 0.148"Øx3" LONG NAILS ON EACH SIDE OF EACH SPLICE. NAILS ARE TO BE EQUALLY SPACED. 3.TOP PLATE NAILING OUTSIDE OF SPLICES IS TO BE 0.148"Øx3" LONG NAILS AT 12"O.C., STAGGERED. WOOD BEAM AND WOOD COLUMN NOTES: 1.UNLESS NOTED OTHERWISE ALL WOOD BEAMS SHALL BE SUPPORTED BY A MINIMUM OF (2) 2x DF#2 OR BTR. 2.BUILT-UP BEAMS ARE TO BE SPIKING TOGETHER AT EACH LAMINATION (EACH PLY) AS PER THE FOLLOWING: 6" DEEP: (2) ROWS OF 0.148"Øx3" LONG NAILS AT 16" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 8" DEEP: (3) ROWS OF 0.148"Øx3" LONG NAILS AT 16" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 10" DEEP: (3) ROWS OF 0.148"Øx3" LONG NAILS AT 12" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 12-16" DEEP: (4) ROWS OF 0.148"Øx3" LONG NAILS AT 12" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 3.ALL COLUMNS ARE TO BE CONTINUOUS FROM BEAM TO FOUNDATION. WOOD COLUMNS MAY BE SPLICED AT FLOOR LOCATIONS PROVIDED THAT SOLID BLOCKING IS INSTALLED TO TRANSFER LOAD AROUND FLOOR JOIST. 4.BUILT-UP COLUMN (MULTIPLE 2x STUDS) ARE TO BE SPIKED TOGETHER AS PER THE FOLLOWING: 2x4'S: (1) ROW OF 0.148"Øx3" LONG NAILS AT 6" O.C. STAGGERED 1" ABOUT CENTERLINE. 2x6'S: (2) ROWS OF 0.148"Øx3" LONG NAILS AT 8" O.C. STAGGERED 1-1/2" FROM EDGES WOOD FRAMING NOTES: 4 4 12 S4.8 TYP. 11 S4.8 TYP. 5 5 5 5 6 15 S4.8 TYP. 14 S4.8 TYP. 15 S4.7 TYP. AT HOIST 16 S4.8 TYP. 16 S4.8 TYP. A A 7 7 8 9 9 TOP OF STAIRS ROOF FRAMING PLAN S3.4 ISSUE DATE: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP #DATE DESCRIPTION WCA PROJECT NO: 442 North Main Street, Suite 200 Bountiful, Utah 84010 (801) 298-1118, Office 298-1122 Fax Engineering inc. Structural e-mail: wca@wcaeng.com WCA CC 23019 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 3/30/2023 3/30/2023 2'-6 " M I N . S EQ.EQ. 1 7 7 5 6 4 2 2 3 KEYNOTES: 1.CONCRETE FOUNDATION WALL, SEE PLAN 2.FOOTING REINFORCING, SEE PLAN & SCHEDULE 3."Z" SHAPED BARS TO MATCH SIZE & SPACING OF FOOTING REINFORCING 4.STEP IN FOOTING, SEE PLAN FOR LOCATION. INDIACED BY: "S- - - - - - - -S" 5.FOOTING, SEE PLAN & SCHEDULE 6.(2) #6 DIAGONAL BARS 7.TOP OF FOOTING, SEE ARCH. 4 S4.0 TYP. FOOTING STEP S B 2"2" EQ . 2T / 5 T T/ 3 T/10 T/ 5 2T / 5 EQ . A PLAN "A-A""B-B" CONTROL JOINTCONSTRUCTION JOINT POUR #2 10'10' 10 ' 10 ' A B B B POUR #2 POUR #1 POUR #1 2 3 S4.0 SLAB ON GRADE JOINT 1 4 5 3 1 KEYNOTES: 1.SLAB REINFORCING 2.MAX. WIDTH OF POUR = 20'-0" 3.1/8" FIBERBOARD STRIP, ZIP STRIP, OR SAW CUT, SEE SPECIFICATIONS. AT EXPOSED SLOT WITH SLAB, USE 1/4" JOINT SEALER. 4.FOR SLABS LEFT EXPOSED, PROVIDE 1/4" WIDE SLOT FILLED WITH JOINT SEALER. 5.MAX. LENGTH OF POUR WITHOUT CONTROL JOINT = 10'-0" COORDINATE JOINT LOCATIONS WITH ARCHITECTS REQUIREMENTS CONCRETE OR MASONRY NOTE: LA P L E N G T H S , SE E P L A N N O T E S DOUBLE CURTAIN SINGLE CURTAIN 2 S4.0 CONCRETE OR MASONRY WALL CORNER REINF. HOOKED ENDS MAY BE REPLACED WITH CORNER BARS LA P L E N G T H S , SE E P L A N N O T E S KEYNOTES: 1.GROUT SOLID (3) CELLS AT CORNER, U.N.O. 2.MASONRY WALL, SEE PLAN 3.(3) #5 BARS TYP. @ CORNERS, U.N.O. 4.CORNER BARS TO MATCH SIZE AND SPA. OF HORIZ. REINF. IN WALL. SEE PLAN FOR REINF. IN ALL MASONRY PIERS NOTE: A.ALL CELLS ARE SHOWN AS FULLY GROUTED. THIS REPRESENTS BOND BEAM CELLS 8 S4.0 MASRONY WALL CORNERS (TYP) - PLAN VIEW 1 4 2 23 9 S4.0 VERTICAL MASONRY WALL JAMBS (TYP) - PLAN VIEW KEYNOTES: 1.180° HOOK, SEE DETAIL 1/S4.0 2.MASONRY WALL, SEE PLAN 3.FACE OF OPENING 4.JAMB STEEL (2) VERTS. PER CELL (ONE EACH FACE) EXTEND FULL HEIGHT OF WALL BETWEEN LEVELS, TYP 5.JAMB LENGTH VARIES ONE CELL PER EACH 4'-0" LENGTH OF OPENING OR PORTION THEREOF TYP., U.N.O. 6.TIES PER "MASONRY PIER SCHEDULE" NOTE: A.IN LIEU OF THE 180° HOOK IN NOTE 1, IT IS PERMITTED TO PROVIDE A 90° VERTICAL BEND, SEE DETAIL 1/S4.0 B.ALL CELLS ARE SHOWN AS FULLY GROUTED. THIS REPRESENTS BOND BEAM CELLS 5 2 3 4 1 1 2 1 / 2 " MA X 2 1 / 2 " MA X 6 6 10 S4.0 MASONRY WALLS - PLAN VIEW KEYNOTES: 1.VERTICAL REINF., TYP 2.HORIZONTAL REINF., TYP 3.MASONRY WALL, SEE PLAN NOTE: A.ALL CELLS ARE SHOWN AS FULLY GROUTED. THIS REPRESENTS BOND BEAM CELLS "D" DOUBLE VERT. DOUBLE HORIZ. "C" DOUBLE VERT. SINGLE HORIZ. "B" SINGLE VERT. DOUBLE HORIZ. "A" SINGLE VERT. SINGLE HORIZ. 2 1 EQ.EQ.EQ.EQ. 33 SP A C I N G - S E E G E N R E A L NO T E S A N D / O R S C H E D U L E 2 1/2" MAX 2 1/2" MAX2 1/2" MAX2 1/2" MAX 2 1 EQ.EQ. KEYNOTES: 1.SAW-CUT JOINT 1" DEEP FULL HEIGHT OF WALL. FILL JOINT WITH MORTAR OR CAULK 2.RUN HORIZ. WALL REINF. CONTINUOUS THRU JOINT. DO NOT CUT ANY REINF. 3.TYP. VERTICAL WALL REINF. IN CELL EACH SIDE OF CONTROL JOINT NOTES: A.PROVIDE VERTICAL CONTROL JOINTS AT 20' O.C. (MAXIMUM) IN CMU WALLS AND 50' O.C. IN ATLAS BRICK WALLS, U.N.O. ON THE DRAWINGS. CONTROL JOINTS ARE ONLY ALLOWED IN MASONRY BEAMS, COLUMNS, OR JAMBS AS SHOWN (CONTROL JOINTS IN CONTINUOUS WALLS ARE SIMILAR TO OPTION 2) B.IF CONTROL JOINT IS SPECIFIED IN MASONRY BEAM/LINTEL THEN, CONTROL JOINTS SHALL BE LOCATED AT MID-SPAN & SHALL HAVE MORTAR TO FILL COMPLETE HEAD JOINT. DO NOT CUT REINF. AT BOND BEAMS OR DESIGNATED MASONRY BEAMS/LINTELS C.SEE ARCH. FOR ADDITIONAL CONTROL JOINT REQUIREMENTS 5 S4.0 VERTICAL MASONRY WALL CONTROL JOINT 3 1 2 PLAN VIEW OF CONTROL JOINT ELEVATION VIEW CONTROL JOINT LOCATIONS @ STORE FRONT PIERS 8" MIN. STORE FRONT OPENINGS OPTION 2: PLACE CONTROL JOINT AT CENTERLINE OF PIER or WALL (DO NOT CUT ANY REINFORCING STEEL) OPTION 1: PLACE CONTROL JOINT AT CENTERLINE OF MASONRY LINTEL (DO NOT CUT ANY REINFORCING STEEL) OPTION 3: PLACE CONTROL JOINT AS SHOWN, OFFSET 8" MIN. FROM EDGE OF MASONRY LINTEL (DO NOT CUT ANY REINFORCING STEEL) 6 S4.0 TYP. MASONRY WALL ELEVATION FLOOR LINE (2) #4 BARS (AT 6" WALLS PLACE BARS IN SEPARATE CELLS, ONE ON TOP OF THE OTHER) PARAPET ROOF LINE (2) #4 BARS TOP OF WALL PARAPET SE E SC H E D U L E 24" TYP. SEE MASONRY PIER SCHEDULE FOR PIERS LINTEL BEAMS-GROUT SOLID MIN. 24" PAST OPENING SEE SCHEDULES FOR SIZE WHERE FULL EXTENSION IS NOT POSSIBLE, TERMINATE BARS WITH STANDARD HOOK AROUND VERT. BAR. TERMINATE ALL HORIZ. STEEL WITH STANDARD HOOK AROUND VERT. BAR SE E S H E E T S1 . 0 ( G S N ) FO R L A P L E N G T H S (2) #5 @ DECK BEARING (AT 6" WALLS PLACE BARS IN SEPARATE CELLS, ONE ON TOP OF THE OTHER) WHERE PARAPETS DO NOT EXTEND ABOVE ROOF LINE FOR STD. LAP LENGTH PROVIDE STD. HOOK NOTE: TERMINATE ALL HORIZ. STEEL WITH STANDARD 180° HOOKS (90° ARE PERMITTED FOR HORIZ. STEEL WHEN TERMINATING IN A MASONRY PIER WITH TIES) KEYNOTES: 1.THE MAX. SPACING OF VERT. AND HORIZ. REINFORCING IN THE SHADED PIER SHALL BE THE SMALLEST OF ONE-THIRD THE LENTH OF THE PIER, ONE-THIRD THE HEIGHT OF THE PIER PER THE MASONRY WALL SCHEDULE 7 S4.0 MASONRY WALL REINFORCING DETAIL H MASONRY WALL SEGMENT L OPENING OPENING 1 12 S4.0 TYPICAL HOLDOWN SCHEDULE KEYNOTES: 1.WALL SHEATHING, SEE PLAN 2.HOLDOWN, SEE PLAN 3.WOOD STUD WALL 4.CONCRETE WALL, SEE PLAN 5.WOOD ATTACHMENT, SEE HOLDOWN CONNECTION SCHEDULE 6.EDGE NAILING, SEE SHEAR WALL SCHEDULE 7.WOOD POST, SEE HOLDOWN SCHEDULE 8.WOOD FLOOR JOIST SECTION APLAN HHDQ HOLDOWNS SECTION CPLAN HTT; HDU; PHD; LTT; HDQ HOLDOWN SECTION D SECTION EPLAN HPAHD, STHD AND STHDRJ HOLDOWN SECTION B 1 2 3 4 56 1 7 1 3 2 3 1 2 3 4 3 1 2 4 8 1 2 3 4 8 1 5 3 4 2 1 2 5 6 7 1 3 3 1 3 3 1 7 6 2 A - B - D - C - E - 11 S4.0 TYPICAL SHEAR SHEATHING AT WALL INTERSECTION EXTERIOR SHEATHING AT CORNER INTERIOR SHEATHING AT CORNER 6 6 6 6 KEYNOTES: 1.EDGE NAILING PER SHEAR WALL SCHEDULE. 2.WALL SHEATHING AS OCCURS. 3.LOCATION OF STRAP AT END OF SHEAR WALL, SEE PLAN FOR TYPE OF STRAP. 4.FULL HEIGHT WOOD STUD TYP. 5.0.162"Øx3 1/2" FACE NAIL AT 16" O.C.. 6.DISTANCE FROM CORNERS TO CENTER OF STRAP EQUALS WIDTH OF WALL (MAX.). 7.0.162"Øx3 1/2" FACE NAIL AT 6" O.C.. 1 3 2 5 4 32 3 4 21 5 3 D2 = 6d for #6 thru #8 STIRRUP & TIE HOOKS (TYP.) LAP SPLICE d1 ** = #6 thru #8 * = #3 thru #5 6d MIN . 3" d1 o r d 2 "D2" 135° MI N . "D2" d2 > d1 d1 WIRE TIED 6 6d * 12 d * * 1 3" OFFSET SPLICE d1 o r d 2 D1 = 6d for #3 thru #8 D1 = 8d for #9 thru #11 (#11 bar Max. for MASONRY) d D2 = 4d for #3 thru #5 "D1""D1""D1"d STD. HOOKS AND BENDS (TYP.) D1 = 10d for #14 and #18 4d 12 d "D1" MIN. 2-1/2" 1 S4.0 TYPICAL HOOKS & BENDS SEE LAP SCHEDULE SEE LAP SCHEDULE FRAMING DETAILS S4.0 ISSUE DATE: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP #DATE DESCRIPTION WCA PROJECT NO: 442 North Main Street, Suite 200 Bountiful, Utah 84010 (801) 298-1118, Office 298-1122 Fax Engineering inc. Structural e-mail: wca@wcaeng.com WCA CC 23019 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 3/30/2023 3/30/2023 1 S4.1 TYPICAL WALL TOP PLATE SPLICE DETAIL KEYNOTES: 1.0.148"Øx3" NAILS, "DOUBLE TOP PLATE NAILING" NOTE FRAMING PLANS 2.TYPICAL TOP CHORD SPLICE 3.DOUBLE TOP PLATE 4.WALL STUDS, SEE PLAN 48" MIN. SPLICE WITHIN SPLICE, SEE "DOUBLE TOP PLATE NAILING" NOTE ON FRAMING PLANS OUTSIDE OF SPLICE, SEE "DOUBLE TOP PLATE NAILING" NOTE ON FRAMING PLANS WITHIN SPLICE, SEE "DOUBLE TOP PLATE NAILING" NOTE ON FRAMING PLANS 2 3 4 48" MIN. SPLICE 2 1 2 S4.1 TYPICAL HEADER DETAIL 2x6"2x4" KEYNOTES: 1.KING STUDS, SEE FRAMING NOTES FOR REQ'D # OF STUDS 2.2x6" BLOCK, MIN. 24" O.C. 3.TRIMMER STUD 4.DOUBLE TOP PLATE. SEE TYPICAL DETAIL 1/S4.1 5.HEADER, SEE PLAN (PROVIDE PLYWOOD FILLER AT REQ'D) 6.2x_ CRIPPLE (AS NEEDED) 7.SHEATHING, SEE PLAN 8.PROVIDE SIMPSON LCE4 OR SIMILAR EA. SIDE OF MEMBER 9.TRIMMER, SEE FRAMING NOTES FOR REQ'D # OF STUDS 10.SHIM, AS NEEDED 11.PROVIDE SQUASH BLOCKING ABOVE HEADER WHERE COLUMN EXISTS ABOVE 11 2 3 4 6 5 7 8 9 1 1 7 3 5 5 10 10 11 4 S4.1 FRAMING AT SMALL DECK OPENINGS KEYNOTES: 1.SIMPSON LUS28 OR EQUIVALENT HANGER, FULLY NAILED 2.ROOF SHEATHING, SEE PLAN & SCHEDULE 3.ROOF JOIST, SEE PLAN 4.(2) 2x8 BEAM 5.WEB FILLER REQ'D AT HANGERS 1 2 4 1 2 4 4 3 3 S4.1 TYP. PARTITION WALL BRACE PARALLEL/ PERPENDICULAR TO TRUSS KEYNOTES: 1.WOOD JOIST/TRUSS, SEE PLAN (PROVIDE WEB FILLER WHERE REQ'D FOR CONNECTIONS) 2.SIMPSON DTC AT 48" O.C. 3.2x_ AT 16" O.C. PARTITION WALL 4.2x6 BLOCKING W/ SIMPSON LS30, EACH END, ALTERNATING SIDES 5.ROOF SHEATHING, SEE PLAN 6.0.148"Øx3" NAILS AT 6" O.C. 1 2 12 3 5 5 4 3 6 5 5 S4.1 LATERAL TIES AT OPENINGS KEYNOTES: 1.STORE FRONT OPENING 2.TRIMMER STUDS, SEE PLAN 3.SHEATHING NOT SHOWN FOR CLARITY (NOTE SHEATHING SHOULD GO BETWEEN BLOCKING & STRAP 4.3x BLOCKING, TYP. 5.SIMPSON STRAP, SEE PLAN, FULLY NAILED (WHERE SHEATHING IS REQ'D ON BOTH SIDES OF THE WALL, STRAP IS ALSO REQ'D ON BOTH SIDES OF THE WALL) 6.KING STUDS, SEE PLAN 7.BEAM, SEE PLAN EXTEND STRAP INTO WALL 32" MIN. EXTEND STRAP ONTO HEADER 24" EXTEND STRAP INTO WALL 32" MIN. EXTEND STRAP ONTO HEADER 24" STORE FRONT OPENING, STRAPPING AT TOP ONLY WINDOW OPENING, STRAPPING AT TOP AND BOTTOM 1 4 2 75 63 1 4 2 75 63 4 5 6 S4.1 TYPICAL SHEAR WALL CONSTRUCTION AT STEEL COLUMN KEYNOTES: 1.FIELD NAILING PER SHEAR WALL SCHEDULE 2.FULL HEIGHT STUDS AT EACH SIDE OF COLUMN UNLESS NOTED OTHERWISE ON PLANS - SECURE TO COLUMN WITH 5/8"Ø THREADED STUDS AT 18" O.C. 3.EDGE NAILING AT ALL SHEATHING PANEL 4.HOLD DOWN TO FOUNDATION W/ REQ'D ANCHOR BOLT AT END OF WALL 5.SILL ANCHOR FASTENERS TO FOUNDATION PER SHEAR WALL SCHEDULE 6.CONTINUOUS SILL PLATE 7.WALL SHEATHING PER SHEAR WALL SCHEDULE 8.BLOCKING AT ALL PANEL EDGES 9.WALL STUDS AT 16" O.C. 10.STEEL COLUMN AND BASEPLATE, SEE PLAN AND DETAILS 5 4 9 6 8 7 10 1 2 3 14 S4.1 DETAIL KEYNOTES: 1.6" PIT SLAB, REINFORCE WITH #4 AT18" O.C. E.W. 2.CONC. WALL, SEE PLAN 3.CONC. SLAB ON GRADE, SEE PAL 4.#4 CORNER BARS AT 24" O.C. NOTES: A.CONC. WALL SHOWN MONOLITHIC WITH SLAB, BUT MAYBE PLACED IN SEPARATE CONC. POURS VA R I E S , C O O R D . WI T H A R C H . 6" 6" 1 2 3 4 8" SECTION A-A SECTION B-B B A BRACE23/16 21/4 1 1/4 2 DECK OPENING LLV (TYP.) 1/4 SE E P L A N 4 5 2 1 1 3 KEYNOTES: 1.STEEL ROOF JOIST (TYP.) 2.L6x4x5/16 ANGLE (LLV) 3.2x2x1/4" ANGLE BRACE FROM ANGLE BEARING TO BOTTOM CHORD PANEL POINT (NOT REQ'D IF ANGLE BEARS AT TOP CHORD PANEL POINT) 4.L3x3x1/4 FROM 1'-0" TO 3'-0" SPAN 5.L6x4x5/16 FROM 3'-0" TO 10'-0" SPAN. NOTE: A.USE THIS DETAIL AT OPENINGS 12" OR GREATER. OPENINGS LESS THAN 12" SHALL BE REINFORCED WITH 16 GAUGE PLATE, 10" LARGER THAN OPENING IN ALL DIRECTIONS & FASTENED TO DECK @ 6"O.C. B.IF ROOF TOP UNITS ARE NOT SHOWN ON THE FRAMING PLAN, CONTRACTOR IS TO COORDINATE WEIGHTS AND LOCATIONS WITH JOIST SUPPLIER. C.SECURE ROOF CURB TO STEEL DECK WITH #12 SCREWS AT 12" O.C. MIN. (COORD. WITH CURB SUPPLIER FOR ADDITIONAL REQUIREMENTS) 8 S4.1 TYP. RTU SUPPORT WITH OR WITH-OUT DECK OPENING 21/41/4 1 21/4 23/16 11 S4.1 TYPICAL UPLIFT BRIDGING DIAGRAM - ROOF ONLY KEYNOTES: 1.WELD UPLIFT BRIDGING LOCATED WITHIN 6" OF THE FIRST BOTTOM CHORD PANEL POINT AT EACH END OF JOIST 2.SEE ROOF FRAMING PLAN FOR ADDITIONAL BRIDGING EQUAL EQUAL EQUAL EQUAL 1 1 >6" >6" P= CONCENTRATED LOAD P= CONCENTRATED LOAD 2 2 12 S4.1 CONCENTRATED LOAD - JOIST REINFORCEMENT 2" LEGS MIN.3/16 1 3/16 7 S4.1 DETAIL KEYNOTES: 1.ROOF DECK, SEE PLAN 2.DECK CONNECTION, SEE DETAILING 3.CHANNEL, SEE PLAN 4.MASONRY WALL, SEE PLAN 12" MAX 2 1 3 4 3/4 DECK WELD6 10 S4.1 TYP. PIPE SLEEVE THROUGH ROOF DECK PLAN VIEW KEYNOTES: 1.18 GA. PLATE WITH #10 SHEET METAL SCREWS @ 6"O.C. EACH WAY 2.METAL ROOF DECK 3.PIPE SLEEVE 12" SQ. < 4"Ø 24" SQ. < 8"Ø 36" SQ. < 12"Ø 1 2 3 9 S4.1 TYP. ROOF DRAIN FRAMING (PLAN VIEW) KEYNOTES: 1.ANGLE FRAME L3x3x1/4" 2.OPEN WEB STEEL JOIST OR BEAM 3.ROOF DRAIN OPENINGS 4.COPE VERT. LEG OF ANGLE NOTES: A.WELD ROOF DECK TO ANGLE FRAME CASE A CASE B 3/16TYP. 3/16TYP. 2 2 2 2 3 3 1 4 4 3/16TYP. 3/16TYP. 1 KEYNOTES: 1.STEEL ROOF JOIST, SEE PLAN 2.ADDITIONAL L2x2x1/4 DIAGONAL WEB MEMBER AT EACH SIDE OF JOIST. NOTES: A.WHEN CONCENTRATED LOADS ON JOISTS ARE LOCATED MORE THAN 6" FROM THE PANEL POINTS. ADDITIONAL WEB MEMBERS (ONE EACH SIDE OF JOIST) SHALL BE FIELD WELDED FROM THE POINT OF LOAD TO THE NEAREST PANEL POINT ON THE OPPOSITE CHORD. P >/=300lbs. B.JOIST DESIGNED TO PROVIDE 300lb. BEND CHECK ON TOP AND BOTTOM CHORD 12 S4.1 DETAIL 13 TYPICAL HOLDOWN DETAIL AT WF BEAM S4.1 KEYNOTES: 1.WF BEAM, SEE PLAN 2.WEB STIFFENERS, SEE GSN 3.WALL STUDS, SEE PLAN 4.WALL SHEATHING, SEE PLAN AND SCHEDULE 5.SILL PLATE 6.SIMPSON ANCHOR, SEE PLAN AND SCHEDULE 7.THREAD ROD, SEE HOLDOWN SCHEDULE KEYNOTES: 1.FLOOR TIE STRAP, FULLY NAILED PER SCHEDULE 2.HOLDOWN STUDS, SEE SCHEDULE FOR NAILING OF MULTIPLE STUDS WHERE REQ'D 3.FLOOR FRAMING, COORDINATE WITH PLAN 12 2 3 1/4TYP. CJP 1 2 34 5 6 7 FRAMING DETAILS S4.1 ISSUE DATE: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP #DATE DESCRIPTION WCA PROJECT NO: 442 North Main Street, Suite 200 Bountiful, Utah 84010 (801) 298-1118, Office 298-1122 Fax Engineering inc. Structural e-mail: wca@wcaeng.com WCA CC 23019 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 3/30/2023 3/30/2023 C COLUMNL CO L U M N LC 3 2 1 KEYNOTES: 1.INTERIOR COLUMNS, SEE PLAN 2.(2) #5x4'-0" WHEN NO CONTROL JOINT OCCURS @ CORNER 3.ISOLATION JOINT 3 S4.2 ISOLATION JOINT 4 S4.2 DETAIL 7 2 3 41 6 5 8 1/4 1 2 35 4 KEYNOTES: 1.STEEL COLUMN, SEE PLAN 2.BASE PLATE COL. WIDTH + 6" x COL. DEPTH + 6" WITH (4) 3/4"Ø ANCHOR RODS ON 1-1/2" NON SHRINK GROUT WITH LEVELING NUTS. EXTEND ANCHOR RODS TO BOTTOM STEEL IN FOOTINGS THICKNESS: COLUMNS AT GRIDS B-4, C-2, C-3, D-2 AND D-3 USE 1" THICK ALL OTHER COLUMNS USE 3/4" THICK 3.CONCRETE SLAB ON GRADE, SEE PLAN 4.FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINF. 5.2'-4" SQUARE ISOLATION NO REINF. REQ'D. POUR AFTER DEAD LOADS ARE IN PLACE NOTES: A.COORDINATE TOP OF FOOTING AND TOP OF SLAB WITH ARCH. 2 S4.2 DETAIL 3 S4.2 3" T O B O T T O M O F S T E E L SE E A R C H . 1 S4.2 DETAIL 1 2 35 4 3 S4.2 1/4 3", TYP. KEYNOTES: 1.STEEL COLUMN, SEE PLAN 2.3/4" THICK BASE PLATE WITH (4) 3/4"Ø ANCHOR RODS ON 1-1/2" NON SHRINK GROUT WITH LEVELING NUTS. EXTEND ANCHOR RODS 8" INTO CONCRETE FOOTINGS 3.CONCRETE SLAB ON GRADE, SEE PLAN 4.FOOTING, SEE PLAN AND SCHEDULE 5.2'-4" SQUARE ISOLATION NO REINF. REQ'D. POUR AFTER DEAD LOADS ARE IN PLACE NOTES: A.COORDINATE TOP OF FOOTING AND TOP OF SLAB WITH PLAN AND ARCH. 1/4 1/2", TYP. 1 1 / 2 " 3" T O B O T T O M O F S T E E L SE E A R C H . 9 S4.2 DETAIL FR O S T D E P T H SE E ' G S N ' 6" MI N . 1 2 3 4 5 6 7 8 KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.DOWELS TO MATCH VERT. REINF. IN MASONRY WALL 3.LADDER-TYPE JOINT REINFORCING, MASONRY WALL SCHEDULE 4.CONCRETE SLAB, SEE PLAN 5.#4 DOWELS AT 24" O.C. 6.CONCRETE WALL, SEE PLAN 7.(2) #5 x CONT. TOP & BOTTOM. 8.FOOTING, SEE PLAN AND SCHEDULE 15 S4.2 DETAIL KEYNOTES: 1.MASONRY WALL, SEE PLANS 2.SLAB ON GRADE, SEE PLANS 3.FOOTING, SEE PLAN OPTION A OPTION B 1 1 2 2 3 3 8" 8" 14 S4.2 DETAIL SEE SCHEDULE SE E SC H E D U L E 1 2 KEYNOTES: 1.FOOTING, SEE PLAN AND SCHEDULE 2.CONCRETE SLAB, SEE PLAN 3.WALL STUDS, SEE PLAN 4.WALL SHEATHING, SEE PLAN AND SCHEDULES 5.REQ'D PANEL EDGE NAILING 3 4 5 KEYNOTES: 1.EXTERIOR SLAB, SEE ARCH 2.(2) #5 CONT. BOTTOM 3.#4 DOWELS AT 24" O.C. 4.CONCRETE SLAB ON GRADE, SEE PLAN 5.CONCRETE FOUNDATION WALL, SEE PLAN 6.(2) #5 EXTEND 2'-0" PAST EDGE OF OPENING, EACH SIDE 7.FOOTING, SEE PLAN AND SCHEDULE 8.#4x4'-0" LONG DOWELS AT 24" O.C. 9.WALL OR STOREFRONT BEYOND 5 S4.2 DETAIL 7 2 3 41 6 5 8 9 9 KEYNOTES: 1.EXTERIOR SLAB, SEE ARCH 2.(2) #5 CONT. BOTTOM 3.#4 DOWELS AT 24" O.C. 4.CONCRETE SLAB ON GRADE, SEE PLAN 5.CONCRETE FOUNDATION WALL, SEE PLAN 6.(2) #5 EXTEND 2'-0" PAST EDGE OF OPENING, EACH SIDE 7.FOOTING, SEE PLAN AND SCHEDULE 8.#4x4'-0" LONG DOWELS AT 24" O.C. 9.WALL OR STOREFRONT BEYOND 7 S4.2 ELEVATOR PIT DETAIL6 S4.2 DETAIL 10 S4.2 DETAIL FR O S T D E P T H SE E ' G S N ' 6" MI N . KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.DOWELS TO MATCH VERT. REINF. IN MASONRY WALL 3.LADDER-TYPE JOINT REINFORCING, MASONRY WALL SCHEDULE 4.CONCRETE SLAB, SEE PLAN 5.#4 DOWELS AT 24" O.C. 6.CONCRETE WALL, SEE PLAN 7.(2) #5 x CONT. TOP & BOTTOM. 8.FOOTING, SEE PLAN AND SCHEDULE 9.PROVIDE 12" BLOCK AT BASE OF WALL, REINFORCE PER 8" WALL ABOVE AND ENSURE REINFORCING IS CENTERED IN 8" WALL 10.PROVIDE (2) #4 CONT. IN TOP COURSE OF 12" BLOCK 11 S4.2 DETAIL FR O S T D E P T H SE E ' G S N ' 6" MI N . 12 S4.2 DETAIL 13 S4.2 DETAIL KEYNOTES: 1.WATER STOP 2.(2) #5 CONT. TOP AND BOTTOM 3.#5 DOWELS AT 12" O.C. 4.MASONRY WALL, SEE PLAN 5.KEY WAY 6.12" THICK CONCRETE FOOTING SEE PLAN OUT TO OUT DIMENSIONS AND REINFORCE WITH #5 BARS AT 12" O.C. TOP AND BOTTOM 7.CONCRETE WALL, SEE PLAN 8.CONCRETE SLAB, SEE PLAN 9.MASONRY WALL, SEE PLAN ELEVATOR PIT SEE ARCH. 12" 1 3 3 5 6 7 8 2 4 KEYNOTES: 1.FOOTING, SEE PLAN AND SCHEDULE 2.CONCRETE SLAB, SEE PLAN 3.WALL STUDS, SEE PLAN 4.WALL SHEATHING, SEE ARCH 5.SILL PLATE WITH 5/8"Ø ANCHORS AT 32" O.C. 6.MASONRY WALL, SEE PLAN 7.ELEVATOR SHAFT, SEE PLAN AND DETAIL 7/S4.2 1 2 3 4 5 6 7 1 2 5 4 6 7 8 10 9 KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.DOWELS TO MATCH VERT. REINF. IN MASONRY WALL 3.LADDER-TYPE JOINT REINFORCING, MASONRY WALL SCHEDULE 4.CONCRETE SLAB, SEE PLAN 5.#4 DOWELS AT 24" O.C. 6.CONCRETE WALL, SEE PLAN 7.(2) #5 x CONT. TOP & BOTTOM. 8.FOOTING, SEE PLAN AND SCHEDULE 9.SINGLE COURSE OF 8" BLOCK 10.WALL STUDS, SEE PLAN 11.WALL SHEATHING, SEE ARCH 12.SILL PLATE WITH 5/8"Ø ANCHORS AT 32" O.C. 13.SIMPSON HGA AT 48" O.C. VERTICALLY, AT EACH WALL STUD. SECURE TO STUDS WITH NAILS PER SIMPSON AND TITEN MASONRY SCREWS TO CMU WALL 1 22 3 4 5 6 7 8 9 10 11 12 13 KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.DOWELS TO MATCH VERT. REINF. IN MASONRY WALL 3.LADDER-TYPE JOINT REINFORCING, MASONRY WALL SCHEDULE 4.CONCRETE SLAB, SEE PLAN 5.#4 DOWELS AT 24" O.C. 6.CONCRETE WALL, SEE PLAN 7.(2) #5 x CONT. TOP & BOTTOM. 8.FOOTING, SEE PLAN AND SCHEDULE 9.PROVIDE MW-1 AT ARCH. FEATURE 10.WALL STUDS, SEE PLAN 11.WALL SHEATHING, SEE ARCH 12.SILL PLATE WITH 5/8"Ø ANCHORS AT 32" O.C. 13.CONTRACTOR MAY POUR SOLID CONCRETE PEDESTAL AS A SUBSTITUTE FOR CONT. FOUNDATION WALL CONTACT EOR FOR FURTHER INFO. 1 2 3 4 5 6 8 6 7 7 2 9 12 13 11 1 2 3 4 5 6 8 6 7 7 2 9 10 KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.DOWELS TO MATCH VERT. REINF. IN MASONRY WALL 3.LADDER-TYPE JOINT REINFORCING, MASONRY WALL SCHEDULE 4.CONCRETE SLAB, SEE PLAN 5.#4 DOWELS AT 24" O.C. 6.CONCRETE WALL, SEE PLAN 7.(2) #5 x CONT. TOP & BOTTOM. 8.FOOTING, SEE PLAN AND SCHEDULE 9.PROVIDE MW-1 AT ARCH. FEATURE 10.CONTRACTOR MAY POUR SOLID CONCRETE PEDESTAL AS A SUBSTITUTE FOR CONT. FOUNDATION WALL CONTACT EOR FOR FURTHER INFO. KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.(2) #4 x CONT. TOP OF WALL 3.DOWELS TO MATCH VERT. REINF. IN MASONRY WALL 4.EXTERIOR SLAB, SEE ARCH. 5.FOUNDATION WALL, SEE SCHEDULE 6.FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINF. 1 2 3 4 5 6 8' - 0 " M A X . 16 S4.2 DETAIL 8 S4.2 DETAIL KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.DOWELS TO MATCH VERT. REINF. IN MASONRY WALL 3.LADDER-TYPE JOINT REINFORCING, MASONRY WALL SCHEDULE 4.CONCRETE SLAB, SEE PLAN 5.#4 DOWELS AT 24" O.C. 6.CONCRETE WALL, SEE PLAN 7.(2) #5 x CONT. TOP & BOTTOM. 8.FOOTING, SEE PLAN AND SCHEDULE 9.SINGLE COURSE OF 8" BLOCK 10.WALL STUDS, SEE PLAN 11.WALL SHEATHING, SEE ARCH 12.SILL PLATE WITH 5/8"Ø ANCHORS AT 32" O.C. 13.CONTRACTOR MAY POUR SOLID CONCRETE PEDESTAL AS A SUBSTITUTE FOR CONT. FOUNDATION WALL CONTACT EOR FOR FURTHER INFO. 1 2 3 4 5 6 8 6 7 7 9 13 2 1211 ELEVATOR PIT, SEE PLAN AND DETAIL 7/S4.2 FRAMING DETAILS S4.2 ISSUE DATE: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP #DATE DESCRIPTION WCA PROJECT NO: 442 North Main Street, Suite 200 Bountiful, Utah 84010 (801) 298-1118, Office 298-1122 Fax Engineering inc. Structural e-mail: wca@wcaeng.com WCA CC 23019 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 3/30/2023 3/30/2023 KEYNOTES: 1.WALL STUDS, SEE PLAN 2.WALL SHEATHING, SEE PLAN AND SCHEDULES 3.REQ'D PANEL EDGE NAILING 4.WALL FINISHES, SEE ARCH 5.SILL PLATE, SEE SHEAR WALL SCHEDULE FOR SIZE AND ANCHOR ROD SPACING 6.CONCRETE SLAB, SEE PLAN 7.#4 DOWELS AT 24" O.C. 8.CONCRETE WALL, SEE PLAN 9.(2) #5 x CONT. TOP & BOTTOM 10.FOOTING, SEE PLAN AND SCHEDULE 6" MI N . FR O S T D E P T H , S E E ' G S N ' 1 2 3 4 5 6 7 89 10 5 S4.3 DETAIL 6 S4.3 DETAIL 6" MI N . FR O S T D E P T H , S E E ' G S N ' KEYNOTES: 1.WALL STUDS, SEE PLAN 2.WALL SHEATHING, SEE PLAN AND SCHEDULES 3.REQ'D PANEL EDGE NAILING 4.WALL FINISHES, SEE ARCH 5.SILL PLATE, SEE SHEAR WALL SCHEDULE FOR SIZE AND ANCHOR ROD SPACING 6.CONCRETE SLAB, SEE PLAN 7.#4 DOWELS AT 24" O.C. 8.CONCRETE WALL, SEE PLAN 9.(2) #5 x CONT. TOP & BOTTOM 10.FOOTING, SEE PLAN AND SCHEDULE 11.2x4 FEATURE STUDS AT 16" O.C. 12.0.148"Øx3" NAILS AT 12" O.C. FROM THE BACK SIDE OF THE SHEATHING INTO FEATURE STUDS 1 2 3 4 5 6 7 89 10 11 2 3 12 4 S4.3 DETAIL FR O S T D E P T H , S E E ' G S N ' 1/4 KEYNOTES: 1.CONCRETE SLAB, SEE PLAN 2.CONCRETE WALL, SEE PLAN 3.(4) #5 BARS WITH #3 TIES AT TOP 5" AND 12" O.C. REMAINDER 4.STEEL COLUMN, SEE PLAN 5.BASE PLATE W/ (4) 3/4"Ø HEX HEADED ANCHOR RODS WITH 8" MIN. EMBEDMENT ON 1-1/2" NON SHRINK GROUT WITH LEVELING NUTS AT HSS5x5: 5 1/2x3/4x11" AT HSS6x6: 6 1/2x3/4x12" 6.THREADED STUDS, SEE DETAIL 6/S4.1 7.WALL SHEATHING, SEE PLAN NOTES: A.PROVIDE SHAPED PLATES AT WALL CORNERS 1'-4" 1 1/2", TYP. 1 3 3 4 5 6 7 13 S4.3 STAIR LANDING DETAIL SEE SCHEDULE SE E SC H E D U L E KEYNOTES: 1.FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINF. 2.STAIR STRINGER, HSS12x4x1/4 (TYPICAL AT ALL STAIR STRINGERS), COORD. WITH ARCH 3.L3x3x1/4 by 7" LONG W/ (2) 3/4"Ø DRILL AND EPOXY ANCHORS OR TITEN SCREW TYPE ANCHORS1/4 W/ 1" RETURN ON VERTICAL EDGE 7 4" 1 1/2" 3 2 1 1 S4.3 DETAIL 2 S4.3 DETAIL 3 S4.3 DETAIL 7 S4.3 DETAIL 8 S4.3 DETAIL 9 S4.3 DETAIL 10 S4.3 DETAIL 11 S4.3 DETAIL KEYNOTES: 1.MASONRY PIER, SEE PLAN (INSIDE FACE SHELLS MAYBE REMOVED IF NEEDED) 2.PROVIDE 6" BLOCK ON ONE SIDE, SEE PIER SCHEDULE 3.DOWELS TO MATCH VERT. REINF. IN MASONRY WALL 4.PROVIDE 8" BOTTOM COURSE BELOW 6" BLOCK 5.PROVIDE 10" BOTTOM COURSE BELOW 8" BLOCK 6.GROUT INSIDE OF PIER SOLID FOR STEEL COLUMN ABOVE 7.EXTERIOR SLAB, SEE ARCH. 8.FOUNDATION PIER, SEE SCHEDULE 9.FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINF. 1 2 3 3 5 4 16 7 8 9 FR O S T D E P T H SE E ' G S N ' KEYNOTES: 1.DOWEL LENGTHWISE FOOTING REINFORCING INTO FOUNDATION WALL 2.THICKEN AND STEP INTERIOR FOOTING TO BEAR ON EXTERIOR FOOTING. CONTRACTOR OPTION TO STEP FOOTING (AS SHOWN BY DASHED LINES), IF STEPPED FOOTING OPTION IS USED PROVIDE 8" CONCRETE WALL REINFORCED PER GSN NOTES: A.FOR ITEMS SHOWN BUT NOT LISTED SEE DETAIL(s) 9 & 15/S4.2 15 S4.2 2 1 1 2 3 4 5 6 7 8 KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.DOWELS TO MATCH VERT. REINF. IN MASONRY WALL 3.LADDER-TYPE JOINT REINFORCING, MASONRY WALL SCHEDULE 4.CONCRETE SLAB, SEE PLAN 5.#4 DOWELS AT 24" O.C. 6.CONCRETE WALL, SEE PLAN 7.(2) #5 x CONT. TOP & BOTTOM. 8.FOOTING, SEE PLAN AND SCHEDULE 9.WALL STUDS, SEE PLAN 10.WALL SHEATHING, SEE ARCH 11.REQUIRED PANEL EDGE NAILING 12.SILL PLATE WITH 5/8"Ø ANCHORS AT 32" O.C. FR O S T D E P T H SE E ' G S N ' 6" MI N . KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.DOWELS TO MATCH VERT. REINF. IN MASONRY WALL 3.LADDER-TYPE JOINT REINFORCING, MASONRY WALL SCHEDULE 4.CONCRETE SLAB, SEE PLAN 5.#4 DOWELS AT 24" O.C. 6.CONCRETE WALL, SEE PLAN 7.(2) #5 x CONT. TOP & BOTTOM. 8.FOOTING, SEE PLAN AND SCHEDULE 9.SINGLE COURSE OF 12" BLOCK 10.2x4 WALL STUDS AT 16" O.C. 11.WALL SHEATHING, SEE ARCH 12.SILL PLATE WITH 5/8"Ø ANCHORS AT 32" O.C. 13.SIMPSON HGA AT 48" O.C. VERTICALLY, AT EACH WALL STUD. SECURE TO STUDS WITH NAILS PER SIMPSON AND TITEN MASONRY SCREWS TO CMU WALL 1 22 3 4 5 6 7 8 9 10 11 12 13 9 10 11 12 KEYNOTES: 1.CONCRETE SLAB, SEE PLAN 2.#4 DOWELS AT 24" O.C. 3.CONCRETE WALL, SEE PLAN 4.(2) #5 x CONT. TOP & BOTTOM. 5.FOOTING, SEE PLAN AND SCHEDULE 6.WALL STUDS, SEE PLAN 7.WALL SHEATHING, SEE ARCH 8.REQUIRED PANEL EDGE NAILING 9.SILL PLATE WITH 5/8"Ø ANCHORS AT 32" O.C. 1 2 34 5 6 6 7 7 8 8 9 9 KEYNOTES: 1.WALL STUDS, SEE PLAN 2.WALL SHEATHING, SEE PLAN 3.CONC. WALL, SEE PLAN 4.CONC. SLAB ON GRADE, SEE PLAN 5.FOOTING, SEE PLAN AND SCHEDULE 6.#4 DOWELS AT 24" O.C. 7.EXT. SLAB ON GRADE, SEE ARCH. 8.(2) COURSES 6" MASONRY, EXTEND FOUNDATION WALL REINFORCING INTO BLOCK 9.CONCRETE BENCH, COORD. WITH ARCH. 10.#4 DOWELS AT 18" O.C. 11.(1) #4 CONT. TOE BAR 1 2 3 3 5 4 7 8 9 6 10 11 KEYNOTES: 1.WALL STUDS, SEE PLAN 2.WALL SHEATHING, SEE PLAN 3.REQUIRED PANEL EDGE NAILING 4.SILL PLATE AND ANCHORS, SEE SCHEDULES 5.CONC. WALL, SEE PLAN 6.CONC. SLAB ON GRADE, SEE PLAN 7.FOOTING, SEE PLAN AND SCHEDULE 8.#4 DOWELS AT 24" O.C. 9.EXT. SLAB ON GRADE, SEE ARCH. 1 2 3 4 1 2 3 4 5 6 5 8 9 1/4 12 " KEYNOTES: 1.WALL STUDS, SEE PLAN 2.WALL SHEATHING, SEE PLAN 3.CONC. PIER, SEE PLAN AND SCHEDULE 4.FOOTING, SEE PLAN AND SCHEDULE 5.EXT. SLAB ON GRADE, SEE ARCH. 6.(1) COURSES 8" MASONRY, EXTEND FOUNDATION PIER REINFORCING INTO BLOCK 7.STEEL COLUMN, SEE PLAN 8.3/4" THICK BASE PLATE, SEE DETAIL 1/S4.2 FOR DIMENSIONS, OVER 1 1/2" NON-SHRINK GROUT 9.(4) 3/4"Ø ANCHORS WITH 12" EMBEDMENT. PROVIDE 1/4" PLATE AT EMBEDED END, MATCH COLUMN BASE PLATE DIMENSIONS 1 2 3 4 5 6 6 7 8 9 1/4 2 1/4 2 KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.HSS BEAM, SEE PLAN 3.(2) #5 BARS CONT. AT DECK BEARING 4.GROUT SOLID FOR (2) FULL COURSES (16" MIN.) BELOW JOISTS. REINF. WITH (2) #4 x 36" LONG AT BOTTOM 5.BEARING PLATE 5x5/8x10" WITH (2) 3/4"Ø by 12" D.B.A. NOTE: A.GROUT POCKET SOLID AFTER ERECTION B.FLOOR, ROOF or CANOPY FRAMING NOT SHOWN, COOD. WITH PLANS AND DETAILS FOR ADDITIONAL REQUIREMENTS 1 2 3 4 5 KEYNOTES: 1.HSS BEAM, SEE PLAN 2.3/16" CONT. BENT PLATE DECK ANGLE 3.CONCRETE ON STEEL DECK, SEE PLAN 4.#4 D.B.A.S AT 24" O.C. TYP.1/4 1/4 KEYNOTES: 1.COLUMN, SEE PLAN 2.HSS BEAM, SEE PLAN NOTES: A.CONCRETE ON STEEL DECK AND DECK ANGLES NOT SHOWN 1 2 3 X X X X 3/4 DECK WELD 14 S4.3 DETAIL 15 S4.3 DETAIL 16 S4.3 DETAIL 1/4 2@12 1/4 2@12 1 2 3 4 12 S4.3 DETAIL AS REQ'D FOR FINISHES AS R E Q ' D F O R F I N I S H E S KEYNOTES: 1.ROOF SHEATHING, SEE PLAN AND SCHED. 2.ROOF JOIST/TRUSS, SEE PLAN 3.WALL STUDS, SEE FRAMING NOTES 4.WALL SHEATHING, SEE PLAN & SCHED. 5.6"Ø STD PIPE BRACE 6.3/8" SHAPPED PLATE 7.3/8" CAP PLATE 8.(2) 3/8"Ø SHAPED PLATES WITH 3/4" THRU BOLT 9.3/8" PLATES, BUILT OUT TO FINISHES 10.2x12 BLOCK WITH SIMPSON LS30 EACH END 11.(4) 5/8"Ø THREADED STUDS 12.2x BLOCKING WITH SIMPSON LS30 EACH END, SECURE 2X12 BLOCK WITH 0.162"Øx3 1/2" NAILS AT 4" O.C. NOTES: A.WHERE BRACE CONNECTS TO MASONRY WALL, USE SINGLE EMBED PLATE PER DETAIL 12/S4.7 8" , T Y P . 1 2 3 4 5 6 7 8 9 9 10 10 11 11 12 12 FRAMING DETAILS S4.3 ISSUE DATE: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP #DATE DESCRIPTION WCA PROJECT NO: 442 North Main Street, Suite 200 Bountiful, Utah 84010 (801) 298-1118, Office 298-1122 Fax Engineering inc. Structural e-mail: wca@wcaeng.com WCA CC 23019 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 3/30/2023 3/30/2023 9 S4.4 DETAIL 3 S4.4 DETAIL KEYNOTES: 1.STEEL COL. SEE PLAN 2.WOOD BEAM, SEE PLAN 3.3/16"xREQ'D. "U" PLATE WITH (2) 5/8"Ø THRU BOLTS 1/2" 4" 1 1/2" 1 1 / 2 " 3" 3" 1 1/4 2 3 1 1 / 2 " , T Y P . KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.(2) #5 CONT. AT DECK BEARING 3.SIMPSON ANCHOR, SEE PLAN FOR MODEL AND SPACING. SECURE TO MASONRY WITH 5/8"Ø DRILL AND EPOXY ANCHOR WITH 5" EMBEDMENT 4.FLOOR SHEATHING, SEE PLAN 5.SIMPSON STRAP, SEE PLAN. ALIGN WITH ANCHOR 6.2x6 FLAT BLOCKING 7.FLOOR JOIST, SEE PLAN 8.4x10 EMBED PLATE AT 32"O.C. WITH (2) 3/4"Ø W.A.S. WITH 5" MIN. EMBED 9.L6x4x5/16 CONT. DECK ANGLE 10.4x6 CONT. PLATE (RIPPED TO 4") WITH 5/8"Ø THRU BOLTS AT 32"O.C. 1/4 4 1/4 4 2 KEYNOTES: 1.ROOF SHEATHING, SEE PLAN AND SCHEDULE 2.REQUIRED PANEL BOUNDARY NAILING 3.ROOF JOIST, SEE PLAN 4.WALL STUDS, SEE PLAN 5.WALL SHEATHING, SEE PLAN AND SCHEDULE 6.REQUIRED PANEL EDGE NAILING1 2 3 3 4 5 6 1 S4.4 DETAIL KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.CONC. ON STEEL DECK, SEE PLAN 3.#4 DOWELS AT 24" O.C. 4.(2) #5 BARS CONT. AT DECK BEARING 5.3/8x4x10" EMBED PLATE AT 32" O.C. WITH (2) 3/4"Øx5" W.A.S. 6.L5x3x5/16 CONT. DECK ANGLE (VERTICAL LEG OF ANGLE MUST BE TURNED DOWN) 3/4 DECK WELD 1/4 4" 1/4 4" 1 3 2 6 5 4 X X X X 2 S4.4 DETAIL KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.CONC. ON STEEL DECK, SEE PLAN 3.#4 DOWELS AT 24" O.C. 4.(2) #5 BARS CONT. AT DECK BEARING 5.3/8x4x10" EMBED PLATE AT 32" O.C. WITH (2) 3/4"Øx5" W.A.S. 6.L3x3x5/16 CONT. DECK ANGLE (VERTICAL LEG OF ANGLE MUST BE TURNED DOWN) 3/4 DECK WELD 1/4 4" 1/4 4" 1 3 2 6 5 4 X X X X 4 S4.4 DETAIL KEYNOTES: 1.FLOOR SHEATHING, SEE PLAN AND SCHED. 2.REQ'D PANEL BOUNDARY NAILING, SEE PLAN & SCHED. 3.WALL STUDS, SEE FRAMING NOTES 4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 5.WALL SHEATHING, SEE PLAN & SCHED. 6.REQ'D PANEL EDGE NAILING 7.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT 6" O.C. 8.CONT. RIMBOARD W/ SIMPSON LS30 AT 32" O.C. 9.FLOOR JOIST, SEE PLAN, W/ SIMPSON H3 AT 32" O.C. MAX. (PROVIDE WEB FILLER AS REQ'D) 10.NON-STRUCTURAL WALL STUDS, COORD. WITH ARCH. 1 7 2 8 6 5 3 4 9 KEYNOTES: 1.FLOOR SHEATHING, SEE PLAN AND SCHED. 2.REQ'D PANEL BOUNDARY NAILING, SEE PLAN & SCHED. 3.WALL STUDS, SEE FRAMING NOTES 4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 5.WALL SHEATHING, SEE PLAN & SCHED. 6.REQ'D PANEL EDGE NAILING 7.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT 6" O.C. 8.PROVIDE DBL RIM CONT. RIMBOARD W/ SIMPSON LS30 AT 32" O.C. (DBL REQUIRED FOR STRAIR STRINGER CONNECITONS) 9.FLOOR JOIST, SEE PLAN 10.JOIST BLOCKING AT 24" O.C. W/ SIMPSON H3 (PROVIDE WEB FILLER AS REQ'D) 11.(4) 0.148"Øx3" AT EACH BLOCK 12.NON-STRUCTURAL WALL STUDS, COORD. WITH ARCH. 1 4 7 12 2 8 6 5 3 4 10 9 5 S4.4 DETAIL 6 S4.4 DETAIL 10 KEYNOTES: 1.FLOOR SHEATHING, SEE PLAN AND SCHED. 2.REQ'D PANEL BOUNDARY FASTENERS, #8 SCREWS AT 6" O.C. 3.HSS BEAM, SEE PLAN 4.FLOOR JOIST, SEE PLAN, W/ SIMPSON BA3.56 JOIST HANGERS 5.NON-STRUCTURAL WALL STUDS, COORD. WITH ARCH. 7 S4.4 DETAIL 1 2 3 4 5 8 S4.4 DETAIL 1/4 KEYNOTES: 1.HSS BEAM, SEE PLAN (AT END OF BEAM PROVIDE 1/4" END PLATE) 2.HSS COLUMN SEE PLAN 1 2 1 3 45 6 7 8 9 10 10 S4.4 DETAIL 1 1 / 2 " , T Y P . KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.(2) #5 CONT. AT DECK BEARING 3.SIMPSON ANCHOR, SEE PLAN FOR MODEL AND SPACING. SECURE TO MASONRY WITH 5/8"Ø DRILL AND EPOXY ANCHOR WITH 5" EMBEDMENT 4.FLOOR SHEATHING, SEE PLAN 5.SIMPSON STRAP, SEE PLAN. ALIGN WITH ANCHOR 6.2x6 FLAT BLOCKING 7.FLOOR TRUSS, SEE PLAN 8.4x10 EMBED PLATE AT 32"O.C. WITH (2) 3/4"Ø W.A.S. WITH 5" MIN. EMBED 9.L6x4x5/16 CONT. DECK ANGLE 10.4x6 CONT. PLATE (RIPPED TO 4") WITH 5/8"Ø THRU BOLTS AT 32"O.C. 1/4 4 1/4 4 2 1 3 45 6 7 8 9 10 11 S4.4 DETAIL 1 1 / 2 " , T Y P . KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.(2) #5 CONT. AT DECK BEARING 3.SIMPSON ANCHOR, SEE PLAN FOR MODEL AND SPACING. SECURE TO MASONRY WITH 5/8"Ø DRILL AND EPOXY ANCHOR WITH 5" EMBEDMENT 4.FLOOR SHEATHING, SEE PLAN 5.FLOOR TRUSS, SEE PLAN, WITH SIMPSON BA3.56 HANGER (COORD. WITH TRUSS MANUFACTURER) 6.4x10 EMBED PLATE AT 24"O.C. WITH (2) 3/4"Ø W.A.S. WITH 5" MIN. EMBED 7.L6x4x5/16 CONT. DECK ANGLE 8.4x6 CONT. PLATE (RIPPED TO 4") WITH 5/8"Ø THRU BOLTS AT 32"O.C. 1/4 4 1/4 4 2 1 3 4 5 6 7 8 12 S4.4 DETAIL KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.FLOOR SHEATHING, SEE PLAN 3.FLOOR TRUSS, SEE PLAN 4.2x4 CONT. RIBBON BOARD 5.SECURE TRUSS TO TOP PLATE WITH (2) 0.162"Øx3 1/2" NAILS 6.WALL STUDS, SEE FRAMING NOTES 7.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 8.WALL SHEATHING, COORD. WITH ARCH. 9.MECH. SHAFT, COORD. WITH ARCH. 10.SIMPSON A35 AT EACH TRUSS 12 3 4 5 6 7 8 9 13 S4.4 DETAIL 14 S4.4 DETAIL 1 1 / 2 " , T Y P . KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.(2) #5 CONT. AT DECK BEARING 3.SIMPSON ANCHOR, SEE PLAN FOR MODEL AND SPACING. SECURE TO MASONRY WITH 5/8"Ø DRILL AND EPOXY ANCHOR WITH 5" EMBEDMENT 4.FLOOR SHEATHING, SEE PLAN 5.FLOOR TRUSS, SEE PLAN, WITH SIMPSON BA3.56 HANGER (COORD. WITH TRUSS MANUFACTURER) 6.FLOOR JOIST, SEE PLAN, WITH SIMPSON BA3.56 HANGER 7.DBL 4x10 EMBED PLATE AT 24"O.C. WITH (2) 3/4"Ø D.B.A. CONNECTING EACH PLATE 8.L6x4x5/16 CONT. DECK ANGLE 9.4x6 CONT. PLATE (RIPPED TO 4") WITH 5/8"Ø THRU BOLTS AT 32"O.C. 1 2 3 34 4 5 6 7 8 8 9 9 1 2 3 34 4 5 6 7 8 8 9 9 15 S4.4 DETAIL 16 S4.4 DETAIL KEYNOTES: 1.FLOOR SHEATHING, SEE PLAN AND SCHED. 2.REQ'D PANEL BOUNDARY NAILING, SEE PLAN & SCHED. 3.WALL STUDS, SEE FRAMING NOTES 4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 5.WALL SHEATHING, SEE PLAN & SCHED. 6.REQ'D PANEL EDGE NAILING 7.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT 6" O.C. 8.2x4 CONT. RIBBON BOARD 9.FLOOR TRUSS, SEE PLAN, W/ SIMPSON A35 AT EACH TRUSS 10.SECURE TRUSS TO TOP PLATE WITH (2) 0.162"Øx3 1/2" NAILS 12 3 3 45 6 6 7 8 9 10 KEYNOTES: 1.FLOOR SHEATHING, SEE PLAN AND SCHED. 2.REQ'D PANEL BOUNDARY NAILING, SEE PLAN & SCHED. 3.WALL STUDS, SEE FRAMING NOTES 4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 5.WALL SHEATHING, SEE PLAN & SCHED. 6.REQ'D PANEL EDGE NAILING 7.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT 6" O.C. 8.FLOOR TRUSS, SEE PLAN 1 2 3 3 4 5 6 7 8 1 1 / 2 " , T Y P . KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.(2) #5 CONT. AT DECK BEARING 3.SIMPSON ANCHOR, SEE PLAN FOR MODEL AND SPACING. SECURE TO MASONRY WITH 5/8"Ø DRILL AND EPOXY ANCHOR WITH 5" EMBEDMENT 4.FLOOR SHEATHING, SEE PLAN 5.GLB DRAG, SEE PLAN, WITH SIMPSON HWPH3.25 HANGER 6.FLOOR JOIST, SEE PLAN, WITH SIMPSON BA3.56 HANGER 7.DBL 4x10 EMBED PLATE AT 24"O.C. WITH (2) 3/4"Ø D.B.A. CONNECTING EACH PLATE 8.L6x4x5/16 CONT. DECK ANGLE 9.4x6 CONT. PLATE (RIPPED TO 4") WITH 5/8"Ø THRU BOLTS AT 32"O.C. FRAMING DETAILS S4.4 ISSUE DATE: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP #DATE DESCRIPTION WCA PROJECT NO: 442 North Main Street, Suite 200 Bountiful, Utah 84010 (801) 298-1118, Office 298-1122 Fax Engineering inc. Structural e-mail: wca@wcaeng.com WCA CC 23019 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 3/30/2023 3/30/2023 7 S4.5 STEEL BEAM AT STEEL BEAM KEYNOTES: 1.CONN. PLATE SEE SCHEDULE (THIS DETAIL), WHERE BEAMS DO NOT OCCUR ON OPP. SIDE OR ARE OFFSET BY MORE THAN 16" PROVIDE 3/8" WEB STIFFENER OPP. SIDE OF BEAM 2.WF BEAM, SEE PLAN 3.CONNECTION BOLTS, SEE SCHED. TYPICAL CONNECTIONS: 3/4"Ø A325 BEAMS NOTED AS "DRAG": 1"Ø A490 NOTES: A.AT ALL "DRAG" CONNECTIONS PROVIDE: a) WELDS ARE TO BE DEMAND CRITICAL WELDS. b) BOLTS ARE TO BE PRETENSIONED BOLTS WITH CLASS A FAYING SURFACES. BEAM SIZE PLATE SIZE # BOLTS W8, W10 5/16"2 35/16"W12, W14 43/8"W16 53/8"W18 63/8"W21, W24 73/8"W27 83/8"W30 93/8"W33 1 1/2" 3 1/2"2 3 1 1 1 / 2 " T Y P . 3" TY P . 1 1 / 2 " T Y P . 1/4TYP. 1 S4.5 DETAIL 2 S4.5 DETAIL 3 S4.5 DETAIL KEYNOTES: 1.FLOOR SHEATHING, SEE PLAN AND SCHED. 2.REQ'D PANEL BOUNDARY NAILING, SEE PLAN & SCHED. 3.WALL STUDS, SEE FRAMING NOTES 4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 5.WALL SHEATHING, SEE PLAN & SCHED. 6.REQ'D PANEL EDGE NAILING 7.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT 6" O.C. 8.2x4 CONT. RIBBON BOARD 9.FLOOR TRUSS, SEE PLAN, W/ SIMPSON A35 AT EACH TRUSS 10.SECURE TRUSS TO TOP PLATE WITH (2) 0.162"Øx3 1/2" NAILS 11.7 1/4" LVL STUDS, SEE PLAN 12 3 11 45 6 6 7 8 9 10 4 S4.5 DETAIL KEYNOTES: 1.FLOOR SHEATHING, SEE PLAN AND SCHED. 2.REQ'D PANEL BOUNDARY NAILING, SEE PLAN & SCHED. 3.WALL STUDS, SEE FRAMING NOTES 4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 5.WALL SHEATHING, SEE PLAN & SCHED. 6.REQ'D PANEL EDGE NAILING 7.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT 6" O.C. 8.FULL HEIGHT BLOCKING WITH SIMPSON LS30 AT EACH BLOCK 9.CANTILEVERED FLOOR TRUSS, SEE PLAN, W/ SIMPSON A35 AT EACH TRUSS 10.SECURE TRUSS TO TOP PLATE WITH (2) 0.162"Øx3 1/2" NAILS NOTES: A.COORD. WITH ARCH. FOR EYEBROW/SOFFIT FINISHES. KEYNOTES: 1.FLOOR SHEATHING, SEE PLAN AND SCHED. 2.REQ'D PANEL BOUNDARY NAILING, SEE PLAN & SCHED. 3.WALL STUDS, SEE FRAMING NOTES 4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 5.WALL SHEATHING, SEE PLAN & SCHED. 6.REQ'D PANEL EDGE NAILING 7.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT 6" O.C. 8.FLOOR TRUSS, SEE PLAN 9.7 1/4" LVL STUDS, SEE PLAN 1 2 3 9 4 5 6 7 8 KEYNOTES: 1.FLOOR SHEATHING, SEE PLAN AND SCHED. 2.WALL STUDS, SEE FRAMING NOTES 3.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 4.WALL SHEATHING, SEE PLAN & SCHED. 5.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT 6" O.C. 6.2x4 CONT. RIBBON BOARD 7.WOOD BEAM, SEE PLAN. NOTCH BEAM FOR CONT. RIBBON BOARD 8.PROVIDE CONT. SQUASH BLOCKS/TRIMMERS BELOW BEAM WITH A SINGLE KING STUD EACH SIDE. SECURE TO BEAM SIM TO DETAIL 2/S4.1 1 2 2 3 4 5 6 7 8 12 3 3 4 5 6 6 7 8 9 10 8 S4.5 DETAIL KEYNOTES: 1.FLOOR SHEATHING, SEE PLAN AND SCHEDULE 2.FLOOR JOIST, SEE PLAN 3.FLOOR TRUSS, SEE PLAN 4.WF BEAM, SEE PLAN 5.SIMPSON ITS JOIST HANGER 6.4x PLATE, SECURE TO WF WITH 5/8"Ø THRU BOLTS AT 24" O.C. STAGGERED. COUNTERSINK AS REQ'D KEYNOTES: 1.FLOOR SHEATHING, SEE PLAN AND SCHED. 2.REQ'D PANEL BOUNDARY NAILING, SEE PLAN & SCHED. 3.WALL STUDS, SEE FRAMING NOTES 4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 5.WALL SHEATHING, SEE PLAN & SCHED. 6.REQ'D PANEL EDGE NAILING 7.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT 6" O.C. 8.CONT. RIMBOARD W/ SIMPSON LS30 AT 32" O.C. 9.FLOOR JOIST, SEE PLAN, W/ SIMPSON H3 AT EACH JOIST (PROVIDE WEB FILLER AS REQ'D) 5 S4.5 DETAIL 6 S4.5 DETAIL KEYNOTES: 1.FLOOR SHEATHING, SEE PLAN AND SCHED. 2.REQ'D PANEL BOUNDARY NAILING, SEE PLAN & SCHED. 3.WALL STUDS, SEE FRAMING NOTES 4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 5.WALL SHEATHING, SEE PLAN & SCHED. 6.REQ'D PANEL EDGE NAILING 7.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT 6" O.C. 8.FLOOR JOIST, SEE PLAN 12 3 3 4 5 6 7 8 1 2 3 3 4 5 6 6 7 8 9 1 2 3 4 5 6 9 S4.5 DETAIL KEYNOTES: 1.FLOOR SHEATHING, SEE PLAN AND SCHEDULE 2.FLOOR TRUSS, SEE PLAN 3.WF BEAM, SEE PLAN 4.SIMPSON BA3.56 JOIST HANGER (COORD. WITH TRUSS MANUFACTURER) 5.4x PLATE, SECURE TO WF WITH 5/8"Ø THRU BOLTS AT 24" O.C. STAGGERED. COUNTERSINK AS REQ'D 2 2 3 4 42 10 S4.5 DETAIL KEYNOTES: 1.FLOOR SHEATHING, SEE PLAN AND SCHEDULE 2.CONT. RIMBOARD W/ SIMPSON LS30 CLIP AT 32" O.C. 3.FLOOR JOIST, SEE PLAN, W/ SIMPSON H3 AT EVERY OTHER JOIST (PROVIDE WEB FILLER AS REQ'D) 4.WF BEAM, SEE PLAN 5.4x PLATE, SECURE TO WF WITH 5/8"Ø THRU BOLTS AT 24" O.C. STAGGERED. COUNTERSINK AS REQ'D 6.FULL HEIGHT BLOCKING WITH SIMPSON LS30 AT 32" O.C. 1 2 3 4 5 6 11 S4.5 STEEL BEAM AT COLUMN CONNECTION (TYPICAL AND DRAG CONNECTIONS) 1/8 1/4 TYP. 1 1 / 2 " T Y P . 3" T Y P . KEYNOTES: 1.HSS COLUMN, SEE PLAN 2.WF COLUMN, SEE PLAN 3.WF GIRDERS, SEE PLAN 4.CONNECTION PLATE, SEE SCHED. ** AT BEAMS NOTED AS "DRAG" ON THE PLAN PROVIDE KNIFE PLATE THROUGH COLUMNS (ALONG GRIDS B, C AND D) 5.CONNECTION BOLTS, SEE SCHED. TYPICAL CONNECTIONS: 3/4"Ø A325 BEAMS NOTED AS "DRAG": 1"Ø A490 6.4x WOOD PLATE, SEE DETAIL(s) 7.1/4"xREQ'D CAP PLATE WHERE COLUMNS TERMINATE AT LEVEL, WOOD PLATE TO EXTEND OVER COLUMN CAP NOTES: A.AT ALL "DRAG" CONNECTIONS PROVIDE: a) WELDS ARE TO BE DEMAND CRITICAL WELDS. b) BOLTS ARE TO BE PRETENSIONED BOLTS WITH CLASS A FAYING SURFACES. 1/8 1/4 TYP. 1 1 / 2 " T Y P . 3" T Y P . HSS COLUMN WF COLUMN 1 2 3 3 4 5 6 7 2 3 3 4 5 6 7 12 S4.5 DRAG CONNECTION DETAIL KEYNOTES: 1.FLOOR/ROOF SHEATHING, SEE PLAN AND SCHEDULE 2.GLB DRAG, SEE PLAN, WITH SIMPSON HWPH3.25 HANGER 3.WF BEAM, SEE PLAN AND DETAIL 7/S4.5 4.WEB STIFFENER, OPP. CONNECTION PLATE 5.4x PLATE, SECURE TO WF WITH 5/8"Ø THRU BOLTS AT 24" O.C. STAGGERED. COUNTERSINK AS REQ'D 6.SIMPSON STRAP AND NAILING, SEE PLAN 1 2 3 4 3 5 5 6 13 S4.5 DRAG CONNECTION DETAIL KEYNOTES: 1.FLOOR/ROOF SHEATHING, SEE PLAN AND SCHEDULE 2.GLB DRAG, SEE PLAN, WITH SIMPSON HWPH3.25 HANGER 3.WF BEAM, SEE PLAN 4.WEB STIFFENER, OPP. CONNECTION PLATE 5.4x PLATE, SECURE TO WF WITH 5/8"Ø THRU BOLTS AT 24" O.C. STAGGERED. COUNTERSINK AS REQ'D 6.SIMPSON STRAP AND NAILING, SEE PLAN 1 2 3 56 14 S4.5 DETAIL KEYNOTES: 1.MASONRY WALL/BEAM, SEE PLAN 2.MASONRY BEAM REINFORCING, TIES NOT SHOWN 3.HSS COLUMN, SEE PLAN 4.3/4" CAP PLATE WITH (3) #6 by 12" D.B.A's 2 3 4 1/4 1 10" 6" 15 S4.5 DETAIL KEYNOTES: 1.HSS BEAM, SEE PLAN 2.1/4" END PLATE 1/4 VARIES 3/16 1 1 2 BEAM SIZE PLATE SIZE # BOLTS W8, W10 5/16"2 35/16"W12, W14 43/8"W16 53/8"W18 63/8"W21, W24 73/8"W27 83/8"W30 93/8"W33 FRAMING DETAILS S4.5 ISSUE DATE: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP #DATE DESCRIPTION WCA PROJECT NO: 442 North Main Street, Suite 200 Bountiful, Utah 84010 (801) 298-1118, Office 298-1122 Fax Engineering inc. Structural e-mail: wca@wcaeng.com WCA CC 23019 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 3/30/2023 3/30/2023 1 S4.6 DETAIL KEYNOTES: 1.HSS BEAM, SEE PLAN 2.BEAM JOINT 1/4 3/16 1 1 1 2 2 S4.6 DETAIL 1/4 1/4 1/4 3 1/4 3 3/16 KEYNOTES: 1.MASONRY PIER, SEE PLAN (INSIDE FACE SHELLS MAYBE REMOVED AS NEEDED) 2.PROVIDE 6" BLOCK ON ONE SIDE, SEE PIER SCHEDULE 3.HSS BEAM, SEE PLAN 4.1/4" END PLATE 5.STEEL COLUMN, SEE PLAN 6.3/4" THICK BASE PLATE, SEE DETAIL 1/S4.2 FOR DIMENSIONS. SET DIRECTLY ON MASONRY GROUT 7.(4) 3/4"Ø ANCHORS WITH 12" EMBEDMENT. PROVIDE 1/4" PLATE AT EMBEDED END, MATCH COLUMN BASE PLATE DIMENSIONS 8.3/4" CAP PLATE, MATCH COLUMN DIMENSIONS 1 2 3 4 5 6 7 3 S4.6 DETAIL 4 S4.6 DETAIL KEYNOTES: 1.MASONRY BEAM, SEE PLAN 2.ROOF SHEATHING, SEE PLAN 3.WOOD JOIST, SEE PLAN 4.HSS BEAM, SEE PLAN 5.2x8 LEDGER SECURE TO HSS WITH 5/8"Ø TREADED STUDS AT 24" O.C. 6.2x8 LEDGER SECURE TO MASONRY BEAM WITH 5/8"Ø ANCHORS AT 24" O.C. 7.REQ'D. PANEL BOUNDARY FASTENERS 8.LUS26 JOIST HANGERS 1 2 3 4 5 6 7 7 8 8 KEYNOTES: 1.MASONRY WALL PIER, SEE PLAN 2.HSS BEAM, SEE PLAN 3.PROVIDE 45° MITER JOINT AT CORNERS 4.DBL 4x10 EMBED PLATE AT 32"O.C. WITH (2) 3/4"Ø D.B.A. CONNECTING EACH PLATE 5.LEDGER FOR WOOD FRAMING, COORD. WITH DETAIL 3/S4.6 1 1 / 2 " , T Y P . CJP 1/4 1 2 23 4 5 5 S4.6 DETAIL 6 S4.6 DETAIL 7 S4.6 DETAIL 8 S4.6 DETAIL 9 S4.6 DETAIL 10 S4.6 DETAIL 1/4 1/4 3 3/16 KEYNOTES: 1.HSS BEAM, SEE PLAN 2.1/4" END PLATE 3.STEEL COLUMN, SEE PLAN 4.3/4" CAP PLATE, MATCH COLUMN DIMENSIONS 1/4 9 1 1 2 3 4 KEYNOTES: 1.ROOF SHEATHING, SEE PLAN 2.SECURE SHEATHING TO HSS WITH #8 SCREWS AT 6" O.C. 3.WOOD JOIST, SEE PLAN 4.HSS BEAM, SEE PLAN 5.1 3/4x11 7/8" LVL LEDGER, SECURE TO HSS WITH (2) ROWS 5/8"Ø TREADED STUDS AT 16" O.C. 6.SIMPSON BA JOIST HANGERS KEYNOTES: 1.ROOF SHEATHING, SEE PLAN 2.WOOD JOIST, SEE PLAN 3.HSS BEAM, SEE PLAN 4.SECURE SHEATHING TO HSS WITH #8 SCREWS AT 6" O.C. 5.FULL HEIGHT BLOCKING AT 24" O.C., SECURE TO JOIST WITH A34 ANCHORS, PROVIDE WEB FILLER AS NEEDED 6.0.148"Øx3" NAILS AT 3" O.C. 1 2 2 3 4 5 6 1 2 34 5 6 KEYNOTES: 1.FLOOR/ROOF SHEATHING, SEE PLAN AND SCHED. 2.REQ'D PANEL BOUNDARY NAILING, SEE PLAN & SCHED. 3.WALL STUDS, SEE FRAMING NOTES 4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 5.WALL SHEATHING, SEE PLAN & SCHED. 6.REQ'D PANEL EDGE NAILING 7.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT 6" O.C. 8.FLOOR TRUSS, SEE PLAN 9.ROOF JOIST, SEE PLAN 10.2x8 LEDGER WITH (3) SIMPSON 1/4x4 1/2" SDS WOOD SCREWS AT EACH WOOD WALL STUD 1 1 2 2 3 3 4 5 6 6 7 8 9 10 KEYNOTES: 1.FLOOR/ROOF SHEATHING, SEE PLAN AND SCHED. 2.WALL STUDS, SEE FRAMING NOTES 3.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 4.WALL SHEATHING, SEE PLAN & SCHED. 5.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT 6" O.C. 6.FLOOR TRUSS, SEE PLAN 7.HSS BEAM, SEE PLAN 8.4x3/8x10" BEARING PLATE WITH (2) 3/4"Øx3" LAG SCREWS 9.1/4" END PLATE NOTES: A.BEAM SHOWN NOTCHED TO BEAR ON WOOD PLATE, OPP. SIDE OF CANOPY THE BEAM WILL BE HIGHER. NOTCH NOT REQUIRED BUT BEARING PLATE, PROVIDE BUILT UP WOOD PLATES BELOW IT 1/4 3 1/4 3 1 2 2 1 3 4 5 6 7 8 A 9 KEYNOTES: 1.FLOOR SHEATHING, SEE PLAN AND SCHED. 2.WALL STUDS, SEE FRAMING NOTES 3.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 4.WALL SHEATHING ON OPP. SIDE, SEE PLAN & SCHED. 5.CONT. BOTTOM PLATE 6.PROVIDE DBL STUDS AT ALL WOOD WALL TO MASONRY WALL AND SECURE TO MASONRY WITH 5/8"Ø DRILL AND EPOXY ANCHORS WITH 5" EMBEDMENT 7.SIMPSON ANCHOR, SEE PLAN. SECURE TO UNDERSIDE OF DBL TOP PLATE AS SHOWN AND SECURE TO MASONRY WITH 5/8"Ø DRILL AND EPOXY ANCHOR WITH 12" EMBEDMENT 1 2 2 3 4 5 6 7 11 S4.6 DETAIL 12 S4.6 DETAIL 13 S4.6 DETAIL 14 S4.6 DETAIL 15 S4.6 DETAIL KEYNOTES: 1.WOOD BEAM, SEE PLAN 2.STEEL COLUMN, SEE PLAN 3.SIMPSON ECCQL or ECCL CORNER POST CAP OR FABRICATED EQUAL, WELDED TO STEEL COLUMN 1/4 2 3 1 1 KEYNOTES: 1.ROOF SHEATHING, SEE PLAN AND SCHED. 2.REQ'D PANEL BOUNDARY NAILING, SEE PLAN & SCHED. 3.WALL STUDS, SEE FRAMING NOTES 4.WALL SHEATHING, SEE PLAN & SCHED. 5.REQ'D PANEL EDGE NAILING 6.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT 6" O.C. 7.FLOOR JOIST, SEE PLAN 8.WOOD BEAM, SEE PLAN 9.FULL HEIGHT BLOCKING AT 24" O.C., SECURE TO JOIST WITH A34 ANCHORS, PROVIDE WEB FILLER AS NEEDED 10.0.148"Øx3" NAILS AT 3" O.C. 12 3 4 5 6 7 8 9 10 KEYNOTES: 1.ROOF SHEATHING, SEE PLAN AND SCHED. 2.REQ'D PANEL BOUNDARY NAILING, SEE PLAN & SCHED. 3.WALL STUDS, SEE FRAMING NOTES 4.WALL SHEATHING, SEE PLAN & SCHED. 5.REQ'D PANEL EDGE NAILING 6.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT 6" O.C. 7.CONT. RIMBOARD 8.FLOOR JOIST, SEE PLAN 9.SIMPSON ITS JOIST HANGER 10.SIMPSON H2.5A AT EVERY JOIST (PROVIDE WEB FILLER AS REQ'D) 11.WOOD BEAM, SEE PLAN 12.FULL HEIGHT BLOCKING WITH SIMPSON LS30 AT 32" O.C. 1 2 2 3 4 5 6 7 8 910 11 12 KEYNOTES: 1.FLOOR/ROOF SHEATHING, SEE PLAN AND SCHEDULE 2.WOOD BEAM, SEE PLAN 3.FLOOR TRUSS, SEE PLAN 4.WF BEAM, SEE PLAN 5.SIMPSON HU JOIST HANGER 6.4x PLATE, SECURE TO WF WITH 5/8"Ø THRU BOLTS AT 24" O.C. STAGGERED. COUNTERSINK AS REQ'D 7.2x FILLER, 16" LONG AND FULL HEIGHT OF WEB. SECURE TO WF WITH (4) 3/4"Ø THRU BOLTS 1 1 3 4 5 2 6 7 KEYNOTES: 1.FLOOR/ROOF SHEATHING, SEE PLAN AND SCHEDULE 2.WF COLUMN, SEE PLAN (SHOWN CONT. BUT TERMINATES LOW OR ROOF SHEATHING) 3.2x8 BLOCKING AT SECURED TO EACH FLANGE WITH (2) 3/4"Ø THRU BOLTS. EXTEND BLOCK TO ADJACENT TRUSS AND SUPPORT END PER DETAIL 4/S4.1. ON SIDE WITH WF BEAM, FIT BLOCK AROUND CONNECTION PLATE 4.2x8 SUB-FRAMING MEMBER, PARALLEL TO WEB, AND SECURED TO EACH 2x8 BLOCK 5.NAIL SHEATHING TO 2x8 BLOCKING AND SUB-FRAMING WITH 0.148"Øx3" NAILS AT 4" O.C. 1 2 34 4 5 16 S4.6 DETAIL KEYNOTES: 1.FLOOR SHEATHING, SEE PLAN AND SCHED. 2.WALL STUDS BEYOND, SEE FRAMING NOTES 3.WALL SHEATHING, SEE PLAN & SCHED. 4.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT 6" O.C. 5.2x4 CONT. RIBBON BOARD 6.FLOOR TRUSS, SEE PLAN 7.STEEL COLUMN, SEE PLAN 8.5 1/2x1/2x10" BASE PLATE WITH (4) 5/8"Øx2 1/2" LAG SCREWS 1/4 1 2 3 4 5 6 7 8 FRAMING DETAILS S4.6 ISSUE DATE: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP #DATE DESCRIPTION WCA PROJECT NO: 442 North Main Street, Suite 200 Bountiful, Utah 84010 (801) 298-1118, Office 298-1122 Fax Engineering inc. Structural e-mail: wca@wcaeng.com WCA CC 23019 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 3/30/2023 3/30/2023 4 S4.7 LH SERIES JOIST @ MASONRY WALL KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.ROOF DECK, SEE PLAN 3.SEE DETAIL 1/S4.7 FOR DECK CONNECTION 4.(2) #5 BARS CONT. AT DECK BEARING 5.STEEL JOIST, SEE PLAN 6.BEARING PLATE 5/8x5x12" w/ (2) 3/4"Ø by 12" D.B.A. 7.PLACE BEARING PLATE NOT MORE THAN 1/2" MIN. FROM FACE OF MASONRY 8.GROUT SOLID FOR (2) FULL COURSES (16" MIN.) BELOW JOISTS. REINF. WITH (2) #5 x CONT. TOP AND BOTTOM TYP. U.N.O. NOTES: A.VERTICAL WALL REINFORCING NOT SHOWN. B.GROUT JOIST POCKET SOLID AFTER ERECTION. 1 2 3 4 5 6 7 8 12 " 4" 1 S4.7 ROOF DECK - PARALLEL TO WALL 3/4 1/4 4 1 5 3 2 KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.(2) #4 BARS CONT. TOP OF WALL 3.ROOF DECK, SEE PLAN 4.(2) #5 BARS CONT. AT DECK BEARING 5.L5x3x1/4" (LLH) CONT. W/ 3/8x4x10" EMBED PLATE AT 1/3 POINTS BETWEEN JOISTS. PLATE TO HAVE (2) 3/4"Ø x 5" W.A.S. DECK WELD6 1 1 / 2 " , T Y P . 1/4 2 S4.7 ROOF DECK - PERPENDICULAR TO WALL 1/4 KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.(2) #4 BARS CONT. TOP OF WALL 3.ROOF DECK, SEE PLAN 4.(2) #5 BARS CONT. AT DECK BEARING 5.L3x3x1/4" CONT. W/ 3/8x4x10" EMBED PLATE AT 32"O.C. PLATE TO HAVE (2) 3/4"Ø x 5" W.A.S., (ANGLE MAYBE TURNED UP or DOWN) 3/4 DECK WELD6 1 2 3 4 5 1 1 / 2 " , T Y P . 1/4 SEE ARCH. SEE ARCH. 1/4 3/4 TYP 1 2 2 1 3 4 5 3 S4.7 DETAIL KEYNOTES: 1.ROOF DECK, SEE PLAN 2.DECK ANGLE AND EMBED. PLATE, SEE DETAIL 2/S4.7 3.MASONRY WALL, SEE PLAN 4.(2) #5 BARS CONT. AT DECK BEARING, TYP. 5.(2) #4 BARS CONT. TOP OF WALL DECK WELD, TYP 1/4 5 S4.7 ROOF DECK TO ROOF JOIST KEYNOTES: 1.ROOF JOIST, SEE PLAN 2.ROOF DECK, SEE PLAN 3.WELD DECK TO SAME JOIST ANGLE USE SAME WELD @ LAPPED ROOF DECK 2 1 3 3/4 DECK WELD6 6 S4.7 DETAIL 7 S4.7 DETAIL KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.(2) #5 CONT. AT DECK BEARING 3.SIMPSON ANCHOR, SEE PLAN FOR MODEL AND SPACING. SECURE TO MASONRY WITH 5/8"Ø DRILL AND EPOXY ANCHOR WITH 5" EMBEDMENT 4.FLOOR SHEATHING, SEE PLAN 5.FLOOR TRUSS, SEE PLAN, WITH SIMPSON BA3.56 HANGER 6.3/8x4x10" EMBED PLATE AT 1/3 POINTS BETWEEN STEEL JOISTS AND 24" O.C. FOR WOOD TRUSSES. PLATE TO HAVE (2) 3/4"Ø x 5" W.A.S. 7.L6x4x5/16 CONT. DECK ANGLE 8.4x6 CONT. PLATE (RIPPED TO 4") WITH 5/8"Ø THRU BOLTS AT 32"O.C. 9.ROOF DECK, SEE PLAN 10.L5x3x1/4" (LLH) CONT. 1 1 / 2 " , T Y P . KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.(2) #5 CONT. AT DECK BEARING 3.SIMPSON ANCHOR, SEE PLAN FOR MODEL AND SPACING. SECURE TO MASONRY WITH 5/8"Ø DRILL AND EPOXY ANCHOR WITH 5" EMBEDMENT 4.FLOOR SHEATHING, SEE PLAN 5.GLB DRAG, SEE PLAN, WITH SIMPSON HWPH3.25 HANGER 6.3/8x4x10" EMBED PLATE AT 1/3 POINTS BETWEEN STEEL JOISTS AND 24" O.C. FOR WOOD TRUSSES. PLATE TO HAVE (2) 3/4"Ø x 5" W.A.S. 7.L6x4x5/16 CONT. DECK ANGLE 8.4x6 CONT. PLATE (RIPPED TO 4") WITH 5/8"Ø THRU BOLTS AT 32"O.C. 9.ROOF DECK, SEE PLAN 10.L5x3x1/4" (LLH) CONT. 1 1 / 2 " , T Y P . 1 2 2 34 5 6 6 7 8 9 10 1 2 2 34 5 6 6 7 8 9 10 8 S4.7 DETAIL 9 S4.7 DETAIL 1/4 KEYNOTES: 1.STEEL COL, SEE PLAN 2.WF BEAM, STIFFENER EACH SIDE 3.3/4x11"xBEAM FLANGE WIDTH PLATE WITH (4) 3/4" A325 BOLTS 4.1/4" WEB STIFFENER, OPP. CONNECTION PLATE NOTES: A.WOOD FRAMING NOT SHOWN B.AT SIM. CONDITION, THERE IS NOT BEAM CONNECTION, PROVIDE WEB STIFFENERS EACH SIDE 1 2 2 3 4 KEYNOTES: 1.FLOOR SHEATHING, SEE PLAN AND SCHED. 2.WALL STUDS, SEE FRAMING NOTES 3.WALL SHEATHING, SEE PLAN & SCHED. 4.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT 6" O.C. 5.CONT. RIMBOARD 6.LVL FLOOR JOIST, SEE PLAN 7.SIMPSON HU1.81/5 JOIST HANGER 8.SIMPSON H2.5A AT EVERY JOIST (PROVIDE WEB FILLER AS REQ'D) 9.FULL HEIGHT BLOCKING WITH SIMPSON LS30 AT 32" O.C. 10.WF BEAM, SEE PLAN 11.2x CONT WEB FILLER, FULL HEIGHT OF WEB. SECURE TO WF WITH (2) ROWS 3/4"Ø THRU BOLTS AT 24" O.C. 12.2x4 BLOCKING BETWEEN JOIST, SECURE TO WEB FILLER WITH 0.162"Øx3 1/2" NAILS AT 6" O.C. STAGGERED CO O R D . W / A R C H . 1 1 2 2 3 3 4 5 6 7 8 9 10 11 12 10 S4.7 DETAIL KEYNOTES: 1.HSS COLUMN, SEE PLAN 2.WF GIRDERS, SEE PLAN 3.CONNECTION PLATE, SEE SCHED. IN DETAIL 11/S4.6 4.CONNECTION BOLTS, , SEE SCHED. IN DETAIL 11/S4.6 5.4x WOOD PLATE, SEE DETAIL(s) 6.3/4" CAP PLATE 1/4 1 1 2 3 4 5 6 11 S4.7 DETAIL KEYNOTES: 1.ROOF JOIST, SEE PLAN 2.WF BEAM, SEE PLAN 3.1/4" by REQ'D BENT HANGER PLATE, PROVIDE 3" HORIZ. FLANGE 4.3 1/2x1/4x6" SHEAR PLATE WITH (2) 3/4"Ø A325 BOLTS NOTES: A.ROOF DECKING NOT SHOWN 1 2 4 33/16 3 3/16 3 4 2 12 S4.7 DETAIL 13 S4.7 DETAIL 14 S4.7 DETAIL 15 S4.7 DETAIL KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.WF BEAM, SEE PLAN. ALIGN TOP OF BEAM WITH TOP OF EMBEMENT CHANNEL 3.EMBED CHANNEL, SEE TABLE 4.GROUT SOLID FOR (3) FULL COURSES AT WF WITH (2) #5 x 72" LONG (or CONT. WHERE WF ARE USED AS JOIST) TOP AND BOTTOM TYP. U.N.O. 5.3/8" SINGLE SHEAR PLATE W/ BOLTS AS NOTED CONNECTION BOLTS, SEE SCHED. TYPICAL CONNECTIONS: 3/4"Ø A325 BEAMS NOTED AS "DRAG": 1"Ø A490 6.WHERE REQUIRED, NOTCH EMBED CHANNEL FOR WALL REINFORCING NOTES: A.AT ALL "DRAG" CONNECTIONS PROVIDE: a) WELDS ARE TO BE DEMAND CRITICAL WELDS. b) BOLTS ARE TO BE PRETENSIONED BOLTS WITH CLASS A FAYING SURFACES. 1/4 BEAM EMBEDMENT UP TO 10"(1) C8x18.75 by 12" 16 S4.7 DETAIL KEYNOTES: 1.ROOF JOIST, SEE PLAN 2.ROOF DECKING, SEE PLAN 3.2x4 STUDS WALL STUDS 16"O.C. 4.FEATURE WALL STUDS, SECURE TO STRUCTURE WITH 0.148"Øx3" TOE NAILS AT 12" O.C. 5.2x4 BOTTOM PLATE W/ 5/8"Ø THRU BOLTS AT 32"O.C. 6.2x4x12" SQUASH BLOCK (PLACED IN EACH DECK FLUTE) 7.WALL SHEATHING, SEE PLAN 8.REQ'D PANEL EDGE NAILING 1 2 3 4 5 6 7 8 KEYNOTES: 1.ROOF JOIST BEYOND, SEE PLAN 2.WF BEAM, SEE PLAN 3.ROOF DECKING, SEE PLAN 4.2x4 STUDS WALL STUDS 16"O.C. 5.FEATURE WALL STUDS, SECURE TO STRUCTURE WITH 0.148"Øx3" TOE NAILS AT 12" O.C. 6.2x4 BOTTOM PLATE W/ 5/8"Ø THRU BOLTS AT 32"O.C. (WELD THREADED STUDS ARE PERMISSIBLE) 7.2x4x12" SQUASH BLOCK (PLACED IN EACH DECK FLUTE) 8.WALL SHEATHING, SEE PLAN 9.REQ'D PANEL EDGE NAILING 1 2 3 4 5 6 7 8 9 KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.ROOF DECK, SEE PLAN 3.WF BEAM, SEE PLAN 4.SEE DETAIL 1/S4.7 FOR DECK CONNECTION 5.(2) #5 BARS CONT. AT DECK BEARING 6.GROUT SOLID FOR (2) FULL COURSES (16" MIN.) BELOW JOISTS. REINF. WITH (2) #5 x CONT. TOP AND BOTTOM TYP. U.N.O. 7.STEEL JOIST, SEE PLAN 8.WF JOIST, SEE PLAN 9.4x1/2x12" SLOTTED PLATE 10.SEE DETAIL 15/S4.7 FOR WF CONNECTION 1/4 3 1/4 3 1/4 3/4 DECK WELD 1 2 3 4 5 6 7 8 9 10 1/4 DEPTH CHANNEL UP TO 10" UP TO 24" (2) C8x18.75 by 12" (3) C8x18.75 by 12" ANCHORS (W.A.S.) (4) 3/4Ø x 5" (8) 3/4Ø x 5" (12) 3/4Ø x 5" BEAM SIZE PLATE SIZE # BOLTS W8, W10 5/16"2 35/16"W12, W14 43/8"W16 53/8"W18 63/8"W21, W24 73/8"W27 1 2 3 4 5 6 KEYNOTES: 1.MASONRY WALL/BEAM, SEE PLAN 2.(2) #4 CONT. BARS AT TOP OF WALL 3.FLOOR CONNECTIONS, SEE DETAIL 10/S4.4 4.HSS COLUMN, SEE PLAN 5.8x3/4x12" BASE PLATE WITH (2) #6 by 12" D.B.A's 6.WB BEAM, SEE PLAN AND DETAIL 15/S4.7 1/4 1 2 3 4 5 FRAMING DETAILS S4.7 ISSUE DATE: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP #DATE DESCRIPTION WCA PROJECT NO: 442 North Main Street, Suite 200 Bountiful, Utah 84010 (801) 298-1118, Office 298-1122 Fax Engineering inc. Structural e-mail: wca@wcaeng.com WCA CC 23019 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 3/30/2023 3/30/2023 1 S4.8 DETAIL 2 S4.8 DETAIL KEYNOTES: 1.HSS COLUMN, SEE PLAN 2.THREADED STUDS, SEE DETAIL 6/S4.1 3.FLOOR or ROOF TRUSSES, 4.WALL TOP PLATE, SEE PLAN AND DETAIL 1/S4.1 5.SIMPSON MST STRAP, SEE PLAN. STRAP MAY BE PLACED ON TOP OF SHEATHING OR DIRECTLY ON TOP TOP PLATE AS SHOWN 1 2 23 4 5 5 S4.8 DETAIL 1 1 / 2 " , T Y P . KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.(2) #5 CONT. AT DECK BEARING 3.SIMPSON ANCHOR, SEE PLAN FOR MODEL AND SPACING. SECURE TO MASONRY WITH 5/8"Ø DRILL AND EPOXY ANCHOR WITH 5" EMBEDMENT 4.ROOF SHEATHING, SEE PLAN 5.SIMPSON STRAP, SEE PLAN. ALIGN WITH ANCHOR 6.2x6 FLAT BLOCKING 7.ROOF TRUSS, SEE PLAN 8.4x10 EMBED PLATE AT 32"O.C. WITH (2) 3/4"Ø W.A.S. WITH 5" MIN. EMBED 9.L6x4x5/16 CONT. DECK ANGLE 10.4x6 CONT. PLATE (RIPPED TO 4") WITH 5/8"Ø THRU BOLTS AT 32"O.C. 1/4 4 1/4 4 2 1 3 45 6 7 8 9 10 4 S4.8 DETAIL 1 1 / 2 " , T Y P . KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.(2) #5 CONT. AT DECK BEARING 3.SIMPSON ANCHOR, SEE PLAN FOR MODEL AND SPACING. SECURE TO MASONRY WITH 5/8"Ø DRILL AND EPOXY ANCHOR WITH 5" EMBEDMENT 4.ROOF SHEATHING, SEE PLAN 5.ROOF TRUSS, SEE PLAN, WITH SIMPSON THA OR SIM. HANGER (COORD. WITH TRUSS MANUFACTURER) 6.4x10 EMBED PLATE AT 32"O.C. WITH (2) 3/4"Ø W.A.S. WITH 5" MIN. EMBED 7.L6x4x5/16 CONT. DECK ANGLE 8.4x6 CONT. PLATE (RIPPED TO 4") WITH 5/8"Ø THRU BOLTS AT 32"O.C. 1/4 4 1/4 4 2 1 3 4 5 6 7 8 6 S4.8 DETAIL 7 S4.8 DETAIL 8 S4.8 DETAIL KEYNOTES: 1.ROOF SHEATHING, SEE PLAN AND SCHED. 2.WALL STUDS, SEE FRAMING NOTES 3.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 4.WALL SHEATHING, SEE PLAN & SCHED. 5.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT 6" O.C. 6.2x4 CONT. RIBBON BOARD 7.WOOD BEAM, SEE PLAN. NOTCH BEAM FOR CONT. RIBBON BOARD 8.PROVIDE CONT. SQUASH BLOCKS/TRIMMERS BELOW BEAM WITH A SINGLE KING STUD EACH SIDE. SECURE TO BEAM SIM TO DETAIL 2/S4.1 1 2 2 3 4 5 6 7 8 KEYNOTES: 1.ROOF SHEATHING, SEE PLAN AND SCHED. 2.REQ'D PANEL BOUNDARY NAILING, SEE PLAN & SCHED. 3.WALL STUDS, SEE FRAMING NOTES 4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 5.WALL SHEATHING, SEE PLAN & SCHED. 6.REQ'D PANEL EDGE NAILING 7.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT 6" O.C. 8.ROOF TRUSS, SEE PLAN, W/ SIMPSON H1 AT EACH TRUSS 9.TRUSSED SHEAR BLOCKING, SEE DETAIL 6/S4.9 10.PARAPET BRACING, SEE DETAIL 7/S4.9 KEYNOTES: 1.ROOF SHEATHING, SEE PLAN AND SCHED. 2.REQ'D PANEL BOUNDARY NAILING, SEE PLAN & SCHED. 3.WALL STUDS, SEE FRAMING NOTES 4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 5.WALL SHEATHING, SEE PLAN & SCHED. 6.REQ'D PANEL EDGE NAILING 7.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT 6" O.C. 8.ROOF TRUSS, SEE PLAN 9.PARAPET BRACING, SEE DETAIL 7/S4.9 9 S4.8 DETAIL 10 S4.8 DETAIL 11 S4.8 DETAIL 12 S4.8 DETAIL 13 S4.8 DETAIL 14 S4.8 DETAIL 15 S4.8 DETAIL 16 S4.8 DETAIL 12 34 5 6 6 7 8 9 10 1 2 3 4 5 6 7 8 9 3/4 DECK WELD 3 2 4 3/4 DECK WELD 2 4 3 KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.(2) #4 BARS CONT. TOP OF WALL 3.ROOF DECK, SEE PLAN 4.1/4x6xCONT. PLATE WITH 3/4"Ø BY 12" LONG DBA'S AT 32"O.C. 1 1 KEYNOTES: 1.ROOF SHEATHING, SEE PLAN AND SCHED. 2.REQ'D PANEL BOUNDARY NAILING, SEE PLAN & SCHED. 3.WALL STUDS, SEE FRAMING NOTES 4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 5.WALL SHEATHING, SEE PLAN & SCHED. 6.REQ'D PANEL EDGE NAILING 7.CONT. RIMBOARD 8.FULL HEIGHT BLOCKING WITH SIMPSON LS30 AT EACH BLOCK 9.ROOF JOIST, SEE PLAN 10.SIMPSON H2.5A AT EACH JOIST (PROVIDE WEB FILLER AS REQ'D) 1 2 3 4 5 67 8 910 KEYNOTES: 1.ROOF SHEATHING, SEE PLAN AND SCHED. 2.REQ'D PANEL BOUNDARY NAILING, SEE PLAN & SCHED. 3.WALL STUDS, SEE FRAMING NOTES 4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 5.WALL SHEATHING, SEE PLAN & SCHED. 6.REQ'D PANEL EDGE NAILING 7.CONT. RIMBOARD 8.FULL HEIGHT BLOCKING WITH SIMPSON LS30 AT EACH BLOCK 9.ROOF JOIST, SEE PLAN 10.SIMPSON H2.5A AT EACH JOIST (PROVIDE WEB FILLER AS REQ'D) 11.DBL JOIST, SEE PLAN 12.SIMPSON ITS JOIST HANGER 1 2 3 4 5 67 8 910 11 12 KEYNOTES: 1.ROOF SHEATHING, SEE PLAN AND SCHED. 2.REQ'D PANEL BOUNDARY NAILING, SEE PLAN & SCHED. 3.WALL STUDS, SEE FRAMING NOTES 4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 5.WALL SHEATHING, SEE PLAN & SCHED. 6.REQ'D PANEL EDGE NAILING 7.CONT. RIMBOARD WITH SIMPSON LS30 AT 32" O.C. 8.ROOF JOIST, SEE PLAN 9.BLOCKING AT 24" O.C. WITH SIMPSON H2.5A AT EACH BLOCK 10.0.148Ø"x3" NAILS AT 4" O.C. 11.SIMPSON LS30, PROVIDE WEB FILLER 1 2 3 4 5 6 7 8 9 10 11 1/4 4 1/4 4 1/4 4 1/4 4 KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.(2) #4 CONT. TOP OF WALL 3.SIMPSON ANCHOR, SEE PLAN FOR MODEL AND SPACING. SECURE TO MASONRY WITH 5/8"Ø DRILL AND EPOXY ANCHOR WITH 5" EMBEDMENT 4.ROOF SHEATHING, SEE PLAN 5.ROOF JOIST, SEE PLAN, WITH SIMPSON ITS JOIST HANGER 6.4x10 EMBED PLATE AT 24"O.C. WITH (2) 3/4"Ø W.A.S. WITH 5" MIN. EMBED (TOP OF EMBED IS AT TOP OF MASONRY, COORD. WITH ARCH.) 7.L6x6x3/8 CONT. DECK ANGLE 8.4x8 CONT. PLATE (RIPPED TO 6") WITH 5/8"Ø THRU BOLTS AT 32"O.C. 9.SIMPSON HDU HOLDOWN ANCHOR, SEE PLAN, WITH 5/8"Ø THRU BOLTS 10.WALL STUDS, SEE FRAMING NOTES 11.WALL SHEATHING, SEE PLAN & SCHED. 12.REQ'D PANEL EDGE NAILING 13.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT 6" O.C. 1 2 9 3 4 5 6 7 8 10 11 12 13 KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.(2) #4 CONT. TOP OF WALL 3.ROOF SHEATHING, SEE PLAN 4.ROOF JOIST, SEE PLAN, WITH SIMPSON ITS JOIST HANGER 5.4x10 EMBED PLATE AT 32"O.C. WITH (2) 3/4"Ø W.A.S. WITH 5" MIN. EMBED (TOP OF EMBED IS AT TOP OF MASONRY, COORD. WITH ARCH.) 6.L6x6x3/8 CONT. DECK ANGLE 7.4x8 CONT. PLATE (RIPPED TO 6") WITH 5/8"Ø THRU BOLTS AT 32"O.C. 8.WALL STUDS, SEE FRAMING NOTES 9.WALL SHEATHING, SEE PLAN & SCHED. 10.REQ'D PANEL EDGE NAILING 11.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT 6" O.C. 1 2 3 4 5 6 7 8 9 10 11 KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.(2) #4 CONT. AT TOP OF WALL 3.ROOF SHEATHING, SEE PLAN 4.SIMPSON CS14 STRAP 96" LONG, SPACED ALONG WALL AT 96" O.C., ALIGN WITH AND ANCHOR ON GRID 1.8 5.2x6 FLAT BLOCKING 6.ROOF TRUSS, SEE PLAN 7.4x8 CONT. PLATE WITH 5/8"Ø ANCOR BOLTS AT 24"O.C. 1 2 34 5 5 6 6 7 KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.(2) #4 CONT. AT TOP OF WALL 3.ROOF SHEATHING, SEE PLAN 4.SIMPSON STRAP, SEE PLAN 5.ROOF TRUSS, SEE PLAN, WITH SIMPSON THA OR SIM. HANGER (COORD. WITH TRUSS MANUFACTURER) 6.4x8 CONT. PLATE WITH 5/8"Ø ANCOR BOLTS AT 24"O.C. 1 2 3 4 55 6 KEYNOTES: 1.MASONRY WALL PIER, SEE PLAN 2.VERTICAL WALL PIER REINFORCING 3.WF BEAM, SEE PLAN 4.SEE DETAIL 15/S4.7 FOR WF CONNECTIONS 5.EMBED CHANNEL, SEE DETAIL 15/S4.7, EMBED FOR EACH WF, PROVIDE A 45° MITER JOIT 6.NOTCH EMBED CHANNEL FOR WALL REINFORCING. 7.(2) #6 D.B.A.'s EACH EMBED (8" VERTICAL SPACING) 8.(2) #6 BARS (8" VERTICAL SPACING), EXTEND A MINIMUM OF 48" INTO WALL NOTES: A.AT ALL "DRAG" CONNECTIONS PROVIDE: a) WELDS ARE TO BE DEMAND CRITICAL WELDS. b) BOLTS ARE TO BE PRETENSIONED BOLTS WITH CLASS A FAYING SURFACES. 1 2 2 3 3 4 4 5 56 7 8 8 3 S4.8 DETAIL KEYNOTES: 1.ROOF SHEATHING, SEE PLAN AND SCHEDULE 2.ROOF TRUSS, SEE PLAN 3.WF BEAM, SEE PLAN 4.SIMPSON THA OR SIM JOIST HANGER (COORD. WITH TRUSS MANUFACTURER) 5.4x PLATE, SECURE TO WF WITH 5/8"Ø THRU BOLTS AT 24" O.C. STAGGERED. COUNTERSINK AS REQ'D 2 2 3 4 42 FRAMING DETAILS S4.8 ISSUE DATE: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP #DATE DESCRIPTION WCA PROJECT NO: 442 North Main Street, Suite 200 Bountiful, Utah 84010 (801) 298-1118, Office 298-1122 Fax Engineering inc. Structural e-mail: wca@wcaeng.com WCA CC 23019 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 3/30/2023 3/30/2023 1 S4.9 DETAIL 2 S4.9 DETAIL 3 S4.9 DETAIL 5 S4.9 DETAIL 4 S4.9 DETAIL 6 S4.9 TYPICAL SHEAR PANEL BLOCKING PREFAB TRUSS BLOCKING PLYWOOD SHEAR PANEL KEYNOTES: 1.3/8" OR 1/2" SOLID PLYWOOD PANEL WITH 8d AT 6" O.C. AT EDGES 2.NAIL TOP AND BOTTOM CHORD TO FRAMING PER DETAILS OR SCHEDULE 3.SOLID 2x BLOCKING AT EACH EDGE OF PLYWOOD PANEL 4.SOLID 2x DIAGONAL TO PROVIDE ADEQUATE LATERAL STRENGTH 5.SOLID 2x FRAMING AT EDGES OF BLOCK - TRUSS PLATE AT CORNERS PER MFR NOTE: A.SHEAR PANEL USING EITHER PLYWOOD PANEL OR PREFAB TRUSS BLOCKING TO BE INSTALLED PER DETAILS B.BLOCKING AT TOP EDGE TO BE VERTICAL WHERE INSTALLED UNDER LOAD BEARING WALLS. OTHERWISE BLOCKING MAY LAY VERTICAL OR HORIZONTAL C.TRUSS MANUFACTURER TO DESIGN PREFAB BLOCKING FOR LATERAL FORCE OF 200# 2 3 1 4 2 5 BRACE PERPENDICULAR TO JOIST BRACE PARALLEL TO JOIST KEYNOTES: 1.WOOD PARAPET STUDS 2x_, SEE DETAILS 2.SHEATHING, SEE PLAN AND SCHEDULES 3.WALL SHEATHING, SEE PLAN AND SCHED. 4.PRESS PLATE WOOD TRUSS, SEE PLAN 5.2x4 BRACE AT 16" O.C. (FOR HORIZONTAL SPANS GREATER THAN 6'-0" USE 2x6 AT 16" O.C. 6.2x8 SHAPED PLATE, CONT. W/ THE FOLLOWING CONNECTIONS: 1) AT PARAPETS 3'-0" TALL AND LESS (2) SIMPSON SDS1/4x3 WOOD SCREWS AT EACH PURLIN OR TRUSS, 2) AT ALL OTHER PARAPETS, (3) SIMPSON SDS1/4x3 WOOD SCREWS AT EACH PURLIN OR TRUSS 7.(3) 0.162"Øx3 1/2" NAILS, TOE NAILED TO PLATE 8.SIMPSON H3 AT EACH BRACE 9.(2) 2x6 PURLIN, PLACE UNDER EACH PARAPET WALL AND BRACE. PROVIDE SIMPSON F26-2 (OR EQUAL) HANGER EACH END (FACE MOUNT HANGER MAY BE SUBSTITUTED IF TOP CHORD ALLOWS FOR CONNECTION FASTENERS) 10.(2) 2x6 PURLIN, AT 32" O.C. PROVIDE SIMPSON F26-2 (OR EQUAL) HANGER EACH END (FACE MOUNT HANGER MAY BE SUBSTITUTED IF TOP CHORD ALLOWS FOR CONNECTION FASTENERS) 11.(5) 0.148xØx3" NAILS [USE (8) 0.148xØx3" IF 2x6 BRACE IS USED (SEE KEYNOTE 5)] NOTES: A.TRUSS DESIGNER TO DESIGN FOR WIND (0.6*W) LOAD: AT 3'-0" (or less)PARAPETS: 150plf AT 6'-0" PARAPETS: P = 300plf 7 S4.9 PARAPET BRACING 1 2 2 3 3 4 4 4 6 7 8 5 10 2 2 6 8 9 9 11 1 5 211 7 A A A A L 2/ 3 x L 1/ 3 x L T.O. PARAPET L 2/ 3 x L 1/ 3 x L T.O. PARAPET KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.STEEL DECK, SEE PLAN AND DETAIL 1/S4.7 3.(2) #5 CONT. AT DECK BEARING 4.(2) #4 CONT. AT LEDGER 5.ROOF SHEATHING, SEE PLAN 6.ROOF JOIST, SEE PLAN, WITH SIMPSON LUS26 JOIST HANGER 7.WOOD EDGE BEAM, SEE PLAN 8.REQ'D PANEL EDGE NAILING 9.1 3/4x11 7/8" LVL LEDGER WITH (2) 3/4"Ø DRILL AND EPOXY ANCHORS AT 32" O.C., PROVIDE 5" EMBEDMENT 1 3 4 5 2 6 7 88 9 KEYNOTES: 1.MASONRY WALL, SEE PLAN 2.STEEL DECK, SEE PLAN AND DETAIL 1/S4.7 3.(2) #5 CONT. AT DECK BEARING 4.(2) #4 CONT. AT LEDGER 5.ROOF SHEATHING, SEE PLAN 6.DBL LVL BEAM SEE PLAN 7.SIMPSON HU412 JOIST HANGER, TURNED UPSIDE DOWN TO SUPPORT EDGE BEAM 8.WOOD EDGE BEAM, SEE PLAN 9.LVL LEDGER, SEE DETAIL 4/S4.9 10.FULL HEIGHT BLOCKING WITH SIMPSON LS30 AT EACH BLOCK 11.SIMPSON H2.5A EACH SIDE OF DBL LVL BEAM 12.L5x3 1/2x1/4 by 11" LONG WITH (2) 3/4"Ø DRILL AND EPOXY ANCHORS, PROVIDE 5" EMBEDMENT, AND (2) 3/4"Ø THRU BOLTS 13.WALL STUDS, SEE PLAN 14.WALL SHEATHING, OPP SIDE, SEE PLAN 15.5/8"Ø DRILL AND EPOXY ANCHORS AT HORIZONTAL BOND BEAMS (48" O.C.), PROVIDE 5" EMBEDMENT 16.UPPER WALL FRAMING NOT SHOWN FOR CLARITY 1 3 4 21 1/2" 5 6 7 8 9 10 11 12 5" 13 14 15 16 8 S4.9 DETAIL KEYNOTES: 1.ROOF SHEATHING, SEE PLAN AND SCHED. 2.WALL STUDS, SEE FRAMING NOTES 3.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 4.WALL SHEATHING, SEE PLAN & SCHED. 5.ROOF TRUSS, SEE PLAN, W/ SIMPSON H1 AT EACH TRUSS 6.TRUSSED SHEAR BLOCKING, SEE DETAIL 6/S4.9 7.HSS BEAM, SEE PLAN 8.ROOF JOIST, SEE PLANWITH SIMPSON LUS26 JOIST HANGERS 9.2x8 LEDGER, SECURE TO HSS WITH 3/4"Ø WELD THREADED STUDS AT 24" O.C. 10.2x8 LEDGER, SECURE WALL FRAMING WITH (2) ROWS OF SIMPSON SDS1/4x4 1/2" WOOD SCREWS AT 16" O.C. KEYNOTES: 1.ROOF SHEATHING, SEE PLAN AND SCHED. 2.WALL STUDS, SEE FRAMING NOTES 3.DOUBLE TOP PLATE, SEE DETAIL 1/S4.1 4.WALL SHEATHING, SEE PLAN & SCHED. 5.ROOF TRUSS, SEE PLAN 6.HSS BEAM, SEE PLAN 7.ROOF JOIST, SEE PLANWITH SIMPSON LUS26 JOIST HANGERS 8.2x8 LEDGER, SECURE TO HSS WITH 3/4"Ø WELD THREADED STUDS AT 24" O.C. 9.2x8 LEDGER, SECURE WALL FRAMING WITH (2) ROWS OF SIMPSON SDS1/4x4 1/2" WOOD SCREWS AT 16" O.C. 1 1 2 3 4 5 6 7 8 9 10 KEYNOTES: 1.COLUMN, SEE PLAN 2.HSS BEAM, SEE PLAN 3.5 1/2x1/2x10" CAP PLATE WITH (4) SIMPSON 1/4x2 1/2" SDS WOOD SCREWS. PROVIDE A MINIMUM OF 1 1/2" EDGE DISTANCE 4.ROOF SHEATHING, SEE PLAN 5.ROOF TRUSS, SEE PLAN 6.DBL TOP PLATE, SEE PLAN AND DETAIL 1/S4.1 7.SEE DETAIL 6/S4.1 FOR STEEL TO WOOD CONNECTIONS 1/4 CJP 1 2 2 6 1/4 3 4 4 5 KEYNOTES: 1.COLUMN, SEE PLAN 2.HSS BEAM, SEE PLAN 3.5 1/2x1/2x10" CAP PLATE WITH (4) SIMPSON 1/4x2 1/2" SDS WOOD SCREWS. PROVIDE A MINIMUM OF 1 1/2" EDGE DISTANCE 4.(2) 2x6 BLOCKS, 24" LONG (SPANNING FROM TRUSS TO TRUSS) 5.SECURE EACH BLOCK TO EACH OTHER AND ROOF SHEATHING WITH 0.148"Øx3" NAILS AT 4" O.C. STAGGERED 6.ROOF SHEATHING, SEE PLAN 7.ROOF TRUSS, BEYOND, SEE PLAN 8.DBL TOP PLATE, SEE PLAN AND DETAIL 1/S4.1 9.SIMPSON MST STRAP, SEE PLAN AND DETAIL 2/S4.8 10.SEE DETAIL 6/S4.1 FOR STEEL TO WOOD CONNECTIONS 1/4 CJP 1 2 2 6 1/4 3 6 6 7 5 8 9 7 10 1 1 2 4 5 6 7 8 9 3 FRAMING DETAILS S4.9 ISSUE DATE: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP #DATE DESCRIPTION WCA PROJECT NO: 442 North Main Street, Suite 200 Bountiful, Utah 84010 (801) 298-1118, Office 298-1122 Fax Engineering inc. Structural e-mail: wca@wcaeng.com WCA CC 23019 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. 3/30/2023 3/30/2023 DESIGN CONTACTS MECHANICAL SYMBOLS ’ “ ” ’ SITE CONDITIONS DUCTWORK SEISMIC SUPPORT NOTES:COMMISSIONING NOTES:PROJECT MECHANICAL NOTES:PROJECT MECHANICAL NOTES: SUBMITTALS: MECHANICAL SHEET INDEX VRF/VRV SYSTEM NOTES: ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 M0.1 BB/JE MM MECHANICAL NOTES & LEGENDS FIRST FLOOR MECHANICAL PLAN N MECHANICAL KEYED NOTES: WAITING 104 VESTIBULE 103 RECEPT. 105 KIDS 106 R.R. W/ SHOWER 117 OT / PT TESTING / TREATMENT 127 PT TREATMENT 126 ADL KITCHEN 118 ADL PANTRY 119 ADL FAMILY / LAUNDRY / BED RM. 116 CONSTRUCTION / CRAFT ZONE 115 OT / PT TREATMENT 129 I.T. 113 STAFF R.R. 131 EVENT STORAGE 137 QUIET 130 JAN. 124 TECHNOLOGY 111 TESTING 109 WOMENS 133 CONSULT 108 MENS 132 GYM 122 UNISEX R.R. 123 PT 125 STORAGE 121 SENSORY RM. 120 FIRE RISER 112 HALLWAY VESTIBULE 101 STAIR 134 STAIR 114 EVENT CENTER 136 FOOD PREP ROOM 139 ENTRANCE LOBBY 102 PLAYGROUND 141 OUTDOOR PATIO 140 ADMIN. STORAGE 110 JAN. / STORAGE 138 EVENT I.T. 135 ADMIN. 107 ELECTRICAL RM. 128 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 M1.1 BB/JE MM FIRST FLOOR MECHANICAL PLAN SECOND FLOOR MECHANICAL PLAN N MECHANICAL KEYED NOTES: STAIR 206 LOUNGE 201 MENS 209 WOMENS 208 SPEECH 8 229 SPEECH 9 227 SPEECH 14 217 SPEECH 13 219 SPEECH 11 223 SPEECH 12 222 OT /PT TREATMENT 213 STORAGE 211 MEZZANINE 212 STOR. 221 EVENT FAMILY 204 SPEECH 15 215 HALLWAY 235 CONSTRUCTION / CRAFT ZONE 220 SPEECH 10 225 STAIRS 224 SPEECH 7 226 SPEECH 6 228 SPEECH 5 230 SPEECH 4 232 SPEECH 3 234 SPEECH 2 231 SPEECH 1 233 MOTHERS RM. 207 UNISEX 203 EVENT FAMILY 202 JAN. 205 STAFF R.R. 210 SPEECH 16 214 SPEECH 17 216 OT /PT TREATMENT 218 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 M1.2 BB/JE MM SECOND FLOOR MECHANICAL PLAN THIRD FLOOR MECHANICAL PLAN N MECHANICAL KEYED NOTES: STAIR 315 RECEPT. / WAITING 302 STORAGE / JAN. 314 ELEVATOR LOBBY 301 EX, OFFICE 306 CONNECTIONS OFFICE 330 CONNECTIONS OFFICE 328 CONNECTION OFFICE 323 STAIR 332 MOTHERS RM. 316 CONFERENCE 324 OFFICE 307 BKR. 312 IT / COPY / PRINT WORK 304 PANTRY / STORAGE 319 STORAGE 321 BKR 320 CONNECTION OFFICE 322 OFFICE 311 OFFICE 310 OFFICE 308 CONF. 305 OFFICE 309 HALLWAY 303 HALLWAY 331 UNISEX R.R. 327 COPY, PRINT 329 IT 313 CONNECTION OFFICE 326 OUTDOOR PATIO 325 MENS 318 WOMENS 317 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 M1.3 BB/JE MM THIRD FLOOR MECHANICAL PLAN ROOF MECHANICAL PLAN N MECHANICAL KEYED NOTES: ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 M1.4 BB/JE MM ROOF MECHANICAL PLAN RTU CONCENTRIC SUPPLY/RETURN DUCTING DETAIL TYPICAL DUCT STRAP HANGER DETAIL FLEXIBLE DUCT STRAP HANGER DETAIL RTU CONTROL SEQUENCE TYPICAL RTU INSTALLATION DETAIL TYPICAL ISOLATION ROOF CURB DETAIL DIFFUSER CONNECTION DETAIL PLENUM RETURN AIR BOOT DETAIL ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 M5.1 BB/JE MM MECHANICAL DETAILS SUSPENDED EQUIPMENT SEISMIC BRACING DETAIL BRANCH DUCT TAKE-OFF & DAMPER DETAIL INSULATED ROUND TAKE-OFF "OVER DOOR" TRANSFER GRILLE DETAIL FIRE DAMPER DETAIL (1-HOUR RATED) ROUND DUCT HANGER DETAIL ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 M5.2 BB/JE MM MECHANICAL DETAILS TYPICAL CONCEALED AIR HANDLER INSTALLATION DETAILTYPICAL ROOF MOUNTED INVERTER INSTALLATION DETAIL TYPICAL CLOTHES DRYER EXHAUST ROUTING DIAGRAM PIPING WITH TRAPEZE HANGERS DETAIL ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 M5.3 BB/JE MM MECHANICAL DETAILS ROOF MOUNTED ERV SCHEDULE DAIKIN VRF INDOOR UNIT SCHEDULE DAIKIN VRF OUTDOOR UNIT SCHEDULE DAIKIN BRANCH CONTROLLER SCHEDULE ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 M6.1 BB/JE MM MECHANICAL SCHEDULES PACKAGED ROOFTOP UNIT ELECTRIC WALL HEATER SCHEDULE V = R P + R A OUTSIDE AIR BALANCING SCHEDULE SPLIT SYSTEM INDOOR & OUTDOOR UNITS UNIT HEATER SCHEDULE ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 M6.2 BB/JE MM MECHANICAL SCHEDULES ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 M7.1 BB/JE MM MECHANICAL SPECIFICATIONS ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 M7.2 BB/JE MM MECHANICAL SPECIFICATIONS ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 M7.3 BB/JE MM MECHANICAL SPECIFICATIONS ODU- 1 (7) REYQ120AATJA ODU- 2 (7) REYQ120AATJA ODU- 3 (8) REYQ168AATJA Itouch Manager DCM601B71 L,N Ethernet 100BASE-TX OUT F1,F2 Drawing No Date 02/28/2023 Control Group Title Controller wiring schematics Project Connections Therapy USA Client #1.1 3/4" 1 1/8 x 1/2 x #1.2 1/2" 1/4 x #1.3 5/8" 3/8 x #1.4 1/2" 1/4 x #1.5 5/8" 3/8 x #1.6 1/2" 1/4 x #1.7 1/2" 1/4 x #1.8 5/8" 3/8 x ODU- 1 REYQ120AATJA BS- 1 BSF8Q54TVJ A FC- 1 Construction/Craft FXMQ15PBVJU B FC- 2 Kids FXMQ24PBVJU C FC- 3 Admin FXMQ09PBVJU D FC- 4 Waiting FXMQ48PBVJU E FC- 5 Entrance/Lobby FXMQ07PBVJU F FC- 6 Hall/Quiet FXMQ18PBVJU G FC- 7 ADL Kitchen FXMQ36PBVJU H Drawing No Date 02/28/2023 REYQ120AATJA VRV EMERION Air cooled heat recovery ODU- 1 Title Piping schematics Project Connections Therapy USA Client ODU- 1 REYQ120AATJA REYQ120AATJA BS- 1 BSF8Q54TVJ A B C D E F G H FC- 1 FXMQ15PBVJU BRC1E73 FC- 2 FXMQ24PBVJU BRC1E73 FC- 3 FXMQ09PBVJU BRC1E73 FC- 4 FXMQ48PBVJU BRC1E73 FC- 5 FXMQ07PBVJU BRC1E73 FC- 6 FXMQ18PBVJU BRC1E73 FC- 7 FXMQ36PBVJU BRC1E73 OUT F1,F2 to centralized controller L1, L2, L3 36.5A 3ph L1, L2 0.8A 1ph L1, L2 1.5A 1ph L1, L2 1.8A 1ph L1, L2 0.6A 1ph L1, L2 3.4A 1ph L1, L2 0.6A 1ph L1, L2 1.6A 1ph L1, L2 2.9A 1ph IN F1,F2 OUT F1,F2 IN F1,F2 F1,F2 F1,F2 F1,F2 F1,F2 F1,F2 F1,F2 F1,F2 P1,P2 P1,P2 P1,P2 P1,P2 P1,P2 P1,P2 P1,P2 Drawing No Date 02/28/2023 REYQ120AATJA VRV EMERION Air cooled heat recovery ODU- 1 Title Wiring schematics Project Connections Therapy USA Client ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 M8.1 BB/JE MM VRF PIPING DIAGRAMS #2.1 3/4" 1 1/8 x 1/2 x #2.2 1/2" 1/4 x #2.3 1/2" 1/4 x #2.4 5/8" 3/8 x #2.5 5/8" 3/8 x #2.6 5/8" 3/8 x #2.7 1/2" 1/4 x #2.8 5/8" 3/8 x ODU- 2 REYQ120AATJA BS- 2 BSF8Q54TVJ A FC- 8 Speech 11/12 FXMQ15PBVJU B FC- 9 Hallway 210 FXMQ15PBVJU C FC- 10 Speech 1-7 FXMQ30PBVJU D FC- 11 Speech 8-15 FXMQ24PBVJU E FC- 12 Lounge 201 FXMQ30PBVJU F FC- 13 Speech 16/17 FXMQ12PBVJU G FC- 14 Construction/Craft FXMQ24PBVJU H Drawing No Date 02/28/2023 REYQ120AATJA VRV EMERION Air cooled heat recovery ODU- 2 Title Piping schematics Project Connections Therapy USA Client ODU- 2 REYQ120AATJA REYQ120AATJA BS- 2 BSF8Q54TVJ A B C D E F G H FC- 8 FXMQ15PBVJU BRC1E73 FC- 9 FXMQ15PBVJU BRC1E73 FC- 10 FXMQ30PBVJU BRC1E73 FC- 11 FXMQ24PBVJU BRC1E73 FC- 12 FXMQ30PBVJU BRC1E73 FC- 13 FXMQ12PBVJU BRC1E73 FC- 14 FXMQ24PBVJU BRC1E73 OUT F1,F2 to centralized controller L1, L2, L3 36.5A 3ph L1, L2 0.8A 1ph L1, L2 1.5A 1ph L1, L2 1.5A 1ph L1, L2 2.8A 1ph L1, L2 1.8A 1ph L1, L2 2.8A 1ph L1, L2 1.4A 1ph L1, L2 1.8A 1ph IN F1,F2 OUT F1,F2 IN F1,F2 F1,F2 F1,F2 F1,F2 F1,F2 F1,F2 F1,F2 F1,F2 P1,P2 P1,P2 P1,P2 P1,P2 P1,P2 P1,P2 P1,P2 Drawing No Date 02/28/2023 REYQ120AATJA VRV EMERION Air cooled heat recovery ODU- 2 Title Wiring schematics Project Connections Therapy USA Client ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 M8.2 BB/JE MM VRF PIPING DIAGRAMS #3.1 7/8" 1 1/8 x 5/8 x #3.2 5/8" 3/8 x #3.3 5/8" 3/8 x #3.4 5/8" 3/8 x #3.5 1/2" 1/4 x #3.6 1/2" 1/4 x #3.7 1/2" 1/4 x #3.8 5/8" 3/8 x #3.9 5/8" 3/8 x ODU- 3 REYQ168AATJA BS- 3 BSF8Q54TVJ A FC- 15 Conference 323 FXMQ36PBVJU B FC- 16 Connections Offices 319/320 FXMQ24PBVJU C FC- 17 Kitchen FXMQ48PBVJU D FC- 18 Connections Offices 326/327 FXMQ07PBVJU E FC- 19 Lobby FXMQ09PBVJU F FC- 20 Hall/Offices FXMQ18PBVJU G FC- 21 Offices 304-307 FXMQ36PBVJU H FC- 22 Recept./Waiting FXMQ24PBVJU Drawing No Date 02/28/2023 REYQ168AATJA VRV EMERION Air cooled heat recovery ODU- 3 Title Piping schematics Project Connections Therapy USA Client ODU- 3 REYQ168AATJA REYQ168AATJA BS- 3 BSF8Q54TVJ A B C D E F G H FC- 15 FXMQ36PBVJU BRC1E73 FC- 16 FXMQ24PBVJU BRC1E73 FC- 17 FXMQ48PBVJU BRC1E73 FC- 18 FXMQ07PBVJU BRC1E73 FC- 19 FXMQ09PBVJU BRC1E73 FC- 20 FXMQ18PBVJU BRC1E73 FC- 21 FXMQ36PBVJU BRC1E73 FC- 22 FXMQ24PBVJU BRC1E73 OUT F1,F2 to centralized controller L1, L2, L3 54.9A 3ph L1, L2 0.8A 1ph L1, L2 2.9A 1ph L1, L2 1.8A 1ph L1, L2 3.4A 1ph L1, L2 0.6A 1ph L1, L2 0.6A 1ph L1, L2 1.6A 1ph L1, L2 2.9A 1ph L1, L2 1.8A 1ph IN F1,F2 OUT F1,F2 IN F1,F2 F1,F2 F1,F2 F1,F2 F1,F2 F1,F2 F1,F2 F1,F2 F1,F2 P1,P2 P1,P2 P1,P2 P1,P2 P1,P2 P1,P2 P1,P2 P1,P2 Drawing No Date 02/28/2023 REYQ168AATJA VRV EMERION Air cooled heat recovery ODU- 3 Title Wiring schematics Project Connections Therapy USA Client ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 M8.3 BB/JE MM VRF PIPING DIAGRAMS PLUMBING SYMBOLS PIPING SEISMIC SUPPORT NOTES:PROJECT PLUMBING NOTES:PROJECT PLUMBING NOTES: DESIGN CONTACTS PLUMBING SHEET INDEX SUBMITTAL NOTES: ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 P0.1 BB/JE MM GENERAL PLUMBING NOTES & LEGEND FIRST FLOOR PLUMBING PLAN - WATER & GASN PLUMBING KEYED NOTES: WAITING 104 VESTIBULE 103 RECEPT. 105 KIDS 106 R.R. W/ SHOWER 117 OT / PT TESTING / TREATMENT 127 PT TREATMENT 126 ADL KITCHEN 118 ADL PANTRY 119 ADL FAMILY / LAUNDRY / BED RM. 116 CONSTRUCTION / CRAFT ZONE 115 OT / PT TREATMENT 129 I.T. 113 STAFF R.R. 131 EVENT STORAGE 137 QUIET 130 JAN. 124 TECHNOLOGY 111 TESTING 109 WOMENS 133 CONSULT 108 MENS 132 GYM 122 UNISEX R.R. 123 PT 125 STORAGE 121 SENSORY RM. 120 FIRE RISER 112 HALLWAY VESTIBULE 101 STAIR 134 STAIR 114 EVENT CENTER 136 FOOD PREP ROOM 139 ENTRANCE LOBBY 102 PLAYGROUND 141 OUTDOOR PATIO 140 ADMIN. STORAGE 110 JAN. / STORAGE 138 EVENT I.T. 135 ADMIN. 107 ELECTRICAL RM. 128 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 P1.1 BB/JE MM FIRST FLOOR PLUMBING PLAN - WATER & GAS FIRST FLOOR PLUMBING PLAN - SEWERN PLUMBING KEYED NOTES: WAITING 104 VESTIBULE 103 RECEPT. 105 KIDS 106 R.R. W/ SHOWER 117 OT / PT TESTING / TREATMENT 127 PT TREATMENT 126 ADL KITCHEN 118 ADL PANTRY 119 ADL FAMILY / LAUNDRY / BED RM. 116 CONSTRUCTION / CRAFT ZONE 115 OT / PT TREATMENT 129 I.T. 113 STAFF R.R. 131 EVENT STORAGE 137 QUIET 130 JAN. 124 TECHNOLOGY 111 TESTING 109 WOMENS 133 CONSULT 108 MENS 132 GYM 122 PT 125 STORAGE 121 SENSORY RM. 120 FIRE RISER 112 HALLWAY VESTIBULE 101 STAIR 134 STAIR 114 EVENT CENTER 136 FOOD PREP ROOM 139 ENTRANCE LOBBY 102 PLAYGROUND 141 OUTDOOR PATIO 140 ADMIN. STORAGE 110 JAN. / STORAGE 138 EVENT I.T. 135 ADMIN. 107 ELECTRICAL RM. 128 UNISEX R.R. 123 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 P1.2 BB/JE MM GENERAL PLUMBING NOTES & LEGEND FIRST FLOOR PLUMBING PLAN - SEWER SECOND FLOOR PLUMBING PLAN - WATER & GASN PLUMBING KEYED NOTES: STAIR 206 LOUNGE 201 MENS 209 WOMENS 208 SPEECH 8 229 SPEECH 9 227 SPEECH 14 217 SPEECH 13 219 SPEECH 11 223 SPEECH 12 222 OT /PT TREATMENT 213 STORAGE 211 MEZZANINE 212 STOR. 221 EVENT FAMILY 204 SPEECH 15 215 HALLWAY 235 CONSTRUCTION / CRAFT ZONE 220 SPEECH 10 225 STAIRS 224 SPEECH 7 226 SPEECH 6 228 SPEECH 5 230 SPEECH 4 232 SPEECH 3 234 SPEECH 2 231 SPEECH 1 233 MOTHERS RM. 207 UNISEX 203 EVENT FAMILY 202 JAN. 205 STAFF R.R. 210 SPEECH 16 214 SPEECH 17 216 OT /PT TREATMENT 218 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 P1.3 BB/JE MM GENERAL PLUMBING NOTES & LEGEND SECOND FLOOR PLUMBING PLAN - WATER & GAS SECOND FLOOR PLUMBING PLAN - SEWERN PLUMBING KEYED NOTES: STAIR 206 LOUNGE 201 MENS 209 WOMENS 208 SPEECH 8 229 SPEECH 9 227 SPEECH 14 217 SPEECH 13 219 SPEECH 11 223 SPEECH 12 222 OT /PT TREATMENT 213 STORAGE 211 MEZZANINE 212 STOR. 221 EVENT FAMILY 204 SPEECH 15 215 HALLWAY 235 CONSTRUCTION / CRAFT ZONE 220 SPEECH 10 225 STAIRS 224 SPEECH 7 226 SPEECH 6 228 SPEECH 5 230 SPEECH 4 232 SPEECH 3 234 SPEECH 2 231 SPEECH 1 233 MOTHERS RM. 207 UNISEX 203 EVENT FAMILY 202 JAN. 205 STAFF R.R. 210 SPEECH 16 214 SPEECH 17 216 OT /PT TREATMENT 218 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 P1.4 BB/JE MM GENERAL PLUMBING NOTES & LEGEND SECOND FLOOR PLUMBING PLAN - SEWER THIRD FLOOR PLUMBING PLAN - WATER & GASN PLUMBING KEYED NOTES: STAIR 315 RECEPT. / WAITING 302 STORAGE / JAN. 314 ELEVATOR LOBBY 301 EX, OFFICE 306 CONNECTIONS OFFICE 330 CONNECTIONS OFFICE 328 CONNECTION OFFICE 323 STAIR 332 MOTHERS RM. 316 CONFERENCE 324 OFFICE 307 BKR. 312 IT / COPY / PRINT WORK 304 PANTRY / STORAGE 319 STORAGE 321 BKR 320 CONNECTION OFFICE 322 OFFICE 311 OFFICE 310 OFFICE 308 CONF. 305 OFFICE 309 HALLWAY 303 HALLWAY 331 UNISEX R.R. 327 COPY, PRINT 329 IT 313 CONNECTION OFFICE 326 OUTDOOR PATIO 325 MENS 318 WOMENS 317 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 P1.5 BB/JE MM GENERAL PLUMBING NOTES & LEGEND THIRD FLOOR PLUMBING PLAN - WATER & GAS THIRD FLOOR PLUMBING PLAN - SEWERN PLUMBING KEYED NOTES: STAIR 315 RECEPT. / WAITING 302 STORAGE / JAN. 314 ELEVATOR LOBBY 301 EX, OFFICE 306 CONNECTIONS OFFICE 330 CONNECTIONS OFFICE 328 CONNECTION OFFICE 323 STAIR 332 MOTHERS RM. 316 CONFERENCE 324 OFFICE 307 BKR. 312 IT / COPY / PRINT WORK 304 PANTRY / STORAGE 319 STORAGE 321 BKR 320 CONNECTION OFFICE 322 OFFICE 311 OFFICE 310 OFFICE 308 CONF. 305 OFFICE 309 HALLWAY 303 HALLWAY 331 UNISEX R.R. 327 COPY, PRINT 329 IT 313 CONNECTION OFFICE 326 OUTDOOR PATIO 325 MENS 318 WOMENS 317 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 P1.6 BB/JE MM GENERAL PLUMBING NOTES & LEGEND THIRD FLOOR PLUMBING PLAN - SEWER ROOF PLUMBING PLAN PLUMBING KEYED NOTES: N ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 P1.7 BB/JE MM GENERAL PLUMBING NOTES & LEGEND ROOF PLUMBING PLAN TYPICAL DIRECT POWER VENT GAS WATER HEATER DETAILWATER TEMPERING DETAILS GAS METER INSTALLATION TYPICAL ROOF DRAINAGE DIAGRAM TYPICAL 2LB GAS CONNECTION DETAIL RECIRCULATION PUMP WITH WATER HEATER DETAIL 3 VALVE PRV STATION DETAIL ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 P5.1 BB/JE MM GENERAL PLUMBING NOTES & LEGEND PLUMBING DETAILS TYPICAL FLOOR SINK DETAIL TYPICAL FLOOR CLEANOUT DETAIL TYPICAL WALL CLEANOUT DETAIL PIPING IDENTIFICATION RECESSED WALL DRAIN BOX MECHANICAL PIPING - MINIMUM INSULATION THICKNESS TEMPERATURE SERVICE RANGE (°F)NOTES > 120 PSI STEAM > 350 251 - 350 201 - 250 141 - 200 105 - 140 1, 2, 3, 5, 6 HOT WATER HOT WATER 16 - 120 PSI STEAM 0 - 15 PSI STEAM PIPE SIZE (IN.) < 1 2 TO 3-1/2 4 TO 7-1/2 8 & LARGER 2.5 1.5 1.5 1.5 1.5 3 4 3 3 2 2 4 3 3 2 2 COOLING SYSTEMS 40 - 60 3 3 2 2 1.5 2 2 2 COOLING COIL CONDENSATE 32 - 65 .5 .5 .5 .5 1, 2, 3, 5, 6 1, 2, 3, 5, 6 1, 3, 5, 6 1, 3, 5, 6 1, 3, 4, 5, 6 TEMPERATURE SERVICE RANGE (°F)NOTES DOMESTIC COLD WATER 45 - 90 90+ 90+ 32+ 1, 2, 3 ROOF DRAIN PIPING DOMESTIC HOT WATER SERVICE HOT WATER PIPE SIZE (IN.) < 1 2 TO 3-1/2 4 TO 7-1/2 8 & LARGER 1 1 1 1 1, 2, 3, 4 1, 2, 3, 4 1, 2, 3, 5 1, 5, 6 1 1.5 1.5 1.5 1 1.5 1.5 1.5 1 1 1 1 1 TO 1-1/2 3 2.5 1.5 .5 1 1 1.5 1.5 1.5 1 TO 1-1/2 1 1 PIPING INSULATION DETAIL PLUMBING PIPING - MINIMUM INSULATION THICKNESS TYPICAL FLOOR DRAIN WITH TRAP PRIMER DETAIL ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 P5.2 BB/JE MM GENERAL PLUMBING NOTES & LEGEND PLUMBING DETAILS TYPICAL VENT THROUGH FLAT ROOF DETAIL PIPING WITH TRAPEZE HANGERS DETAIL PIPE HANGERS WITH BRACING DETAILPIPE WITH CLEVIS HANGERS DETAIL PIPE HANGERS DETAIL PIPE HANGERS DETAIL ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 P5.3 BB/JE MM GENERAL PLUMBING NOTES & LEGEND PLUMBING DETAILS W WATER METER BUILDING GAS SCHEMATIC WASTE AND VENT PIPING SCHEMATICS TYPICAL WATER CLOSETTYPICAL FLOOR DRAIN TYPICAL LAVATORYTYPICAL FLOOR SINK WATER PIPING SCHEMATICS TYPICAL HOSE BIBTYPICAL LAVATORY / SINK TYPICAL MOP SINK TYPICAL MOP SINK TYPICAL DRINKING FOUNTAINTYPICAL FRIDGE CONNECTION TYPICAL SINK TYPICAL DRINKING FOUNTAIN TYPICAL WATER HEATER TYPICAL WATER CLOSET - VALVE TYPICAL CONDENSATE RECEPTOR PLUMBING FIXTURE SCHEDULE NOTES: 1. VERIFY ALL MANUFACTURERS, FINISHES, AND OPTIONS WITH OWNER BEFORE ORDERING ANY PLUMBING FIXTURES. 2. MINIMUM UNDERGROUND SANITARY SEWER PIPING SIZE SHALL BE 2 INCHES. GAS PIPING CALCULATIONS BUILDING WATER PIPING CALCULATIONS ROOF DRAIN SIZING CALCULATIONS ²² ² TYPICAL URINAL - VALVE TYPICAL URINAL ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 P6.1 BB/JE MM PLUMBING SCHEDULE & SCHEMATICS ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 P7.1 BB/JE MM PLUMBING SPECIFICATIONS ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/24/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 P7.2 BB/JE MM PLUMBING SPECIFICATIONS DESIGN CONTACTS COMMISSIONING NOTES: ’ ELECTRICAL GENERAL NOTES: ABBREVIATIONS INDEX ɸ ɸ ɸ ELECTRICAL SYMBOLS SHEET INDEX ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 PS RB 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/31/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 E-0.1 ELECTRICAL COVER SHEET N SITE ELECTRICAL PLAN ELECTRICAL KEYED NOTES: ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 PS RB 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/31/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 E-0.2 SITE ELECTRICAL PLAN N SITE PHOTOMETRIC PLAN ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 PS RB 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/31/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 E-0.3 SITE PHOTOMETRIC PLAN N FIRST FLOOR POWER PLAN WAITING 104 VESTIBULE 103 RECEPT. 105 KIDS 106 R.R. W/ SHOWER 117 OT / PT TESTING / TREATMENT 127 PT TREATMENT 126 ADL KITCHEN 118 ADL PANTRY 119 ADL FAMILY / LAUNDRY / BED RM. 116 CONSTRUCTION / CRAFT ZONE 115 OT / PT TREATMENT 129 I.T. 113 STAFF R.R. 131 EVENT STORAGE 137 QUIET 130 JAN. 124 TECHNOLOGY 111 TESTING 109 WOMENS 133 CONSULT 108 MENS 132 GYM 122 UNISEX R.R. 123 PT 125 STORAGE 121 SENSORY RM. 120 FIRE RISER 112 HALLWAY ? VESTIBULE 101 STAIR 134 STAIR 114 EVENT CENTER 136 FOOD PREP ROOM 139 ENTRANCE LOBBY 102 PLAYGROUND 141 OUTDOOR PATIO 140 ADMIN. STORAGE 110 JAN. / STORAGE 138 EVENT I.T. 135 ADMIN. 107 ELECTRICAL RM. 128 ELECTRICAL KEYED NOTES: ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 PS RB 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/31/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 E-1.1 1ST FLOOR POWER PLAN N SECOND FLOOR POWER PLAN GENERAL NOTES: STAIR 206 UNISEX 203 LOUNGE 201 MENS 209 WOMENS 208 SPEECH 2 231 SPEECH 1 233 SPEECH 8 229 SPEECH 16 214 SPEECH 4 232 SPEECH 5 230 SPEECH 6 228 SPEECH 7 226 SPEECH 9 227 SPEECH 14 217 SPEECH 13 219 SPEECH 10 225 SPEECH 11 223 SPEECH 12 222 CONSTRUCTION / CRAFT ZONE 220 OT /PT TREATMENT 218 SPEECH 17 216 OT /PT TREATMENT 213 STORAGE 211 STAIRS 224 MEZZANINE 212 STOR. 221 EVENT FAMILY 202 EVENT FAMILY 204 SPEECH 3 234 SPEECH 15 215 STAFF R.R. 210 MOTHERS RM. 207 HALLWAY 235 JAN. 205 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 PS RB 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/31/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 E-1.2 SECOND FLOOR POWER PLAN N THIRD FLOOR POWER PLAN GENERAL NOTES: STAIR 315 RECEPT. / WAITING 302 STORAGE / JAN. 314 ELEVATOR LOBBY 301 EX, OFFICE 306 CONNECTIONS OFFICE 330 CONNECTION OFFICE 326 CONNECTIONS OFFICE 328 CONNECTION OFFICE 323 STAIR 332 MOTHERS RM. 316 CONFERENCE 324 OFFICE 307 BKR. 312 IT / COPY / PRINT WORK 304 PANTRY / STORAGE 319 STORAGE 321 BKR 320 OUTDOOR PATIO 325 MENS 318 WOMENS 317 CONNECTION OFFICE 322 OFFICE 311 OFFICE 310 OFFICE 308 CONF. 305 OFFICE 309 HALLWAY 303 HALLWAY 331 UNISEX R.R. 327 COPY, PRINT 329 IT 313 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 PS RB 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/31/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 E-1.3 THIRD FLOOR POWER PLAN N ROOF POWER PLAN GENERAL NOTES: ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 PS RB 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/31/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 E-1.4 ROOF POWER PLAN N FIRST FLOOR LIGHTING PLAN GENERAL NOTES: VESTIBULE 103 RECEPT. 105 KIDS 106 R.R. W/ SHOWER 117 OT / PT TESTING / TREATMENT 127 PT TREATMENT 126 ADL KITCHEN 118 ADL PANTRY 119 ADL FAMILY / LAUNDRY / BED RM. 116 CONSTRUCTION / CRAFT ZONE 115 OT / PT TREATMENT 129 I.T. 113 STAFF R.R. 131 EVENT STORAGE 137 QUIET 130 JAN. 124 TECHNOLOGY 111 TESTING 109 WOMENS 133 CONSULT 108 MENS 132 GYM 122 UNISEX R.R. 123 PT 125 STORAGE 121 SENSORY RM. 120 FIRE RISER 112 HALLWAY VESTIBULE 101 STAIR 134 STAIR 114 EVENT CENTER 136 FOOD PREP ROOM 139 ENTRANCE LOBBY 102 PLAYGROUND 141 OUTDOOR PATIO 140 ADMIN. STORAGE 110 JAN. / STORAGE 138 EVENT I.T. 135 ADMIN. 107 ELECTRICAL RM. 128 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 PS RB 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/31/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 E-1.5 FIRST FLOOR LIGHTING PLAN N SECOND FLOOR LIGHTING PLAN GENERAL NOTES: STAIR 206 UNISEX 203 LOUNGE 201 MENS 209 WOMENS 208 SPEECH 2 231 SPEECH 1 233 SPEECH 8 229 SPEECH 16 214 SPEECH 4 232 SPEECH 5 230 SPEECH 6 228 SPEECH 7 226 SPEECH 9 227 SPEECH 14 217 SPEECH 13 219 SPEECH 10 225 SPEECH 11 223 SPEECH 12 222 CONSTRUCTION / CRAFT ZONE 220 OT /PT TREATMENT 218 SPEECH 17 216 OT /PT TREATMENT 213 STORAGE 211 STAIRS 224 MEZZANINE 212 STOR. 221 EVENT FAMILY 202 EVENT FAMILY 204 SPEECH 3 234 SPEECH 15 215 STAFF R.R. 210 MOTHERS RM. 207 HALLWAY 235 JAN. 205 GYM 122 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 PS RB 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/31/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 E-1.6 SECOND FLOOR LIGHTING PLAN N THIRD FLOOR LIGHTING PLAN GENERAL NOTES: STAIR 315 RECEPT. / WAITING 302 STORAGE / JAN. 314 ELEVATOR LOBBY 301 EX, OFFICE 306 CONNECTIONS OFFICE 330 CONNECTION OFFICE 326 CONNECTIONS OFFICE 328 CONNECTION OFFICE 323STAIR 332 MOTHERS RM.316 CONFERENCE 324 OFFICE 307 BKR. 312 IT / COPY /PRINT WORK 304 PANTRY / STORAGE 319 STORAGE 321 BKR 320 OUTDOOR PATIO 325 MENS 318 WOMENS 317 CONNECTION OFFICE 322 OFFICE 311 OFFICE 310 OFFICE 308 CONF. 305 OFFICE 309 HALLWAY 303 HALLWAY 331 UNISEX R.R. 327 COPY, PRINT 329 IT 313 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 PS RB 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/31/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 E-1.7 THIRD FLOOR LIGHTING PLAN FIRE ALARM RISER DIAGRAM FACP NOTES: KEYED NOTES: 1 ALUMINUM FEEDER SCHEDULE EQUIPMENT GROUNDING CONDUCTORS SCHEDULE POWER ONE-LINE DIAGRAM2 COPPER FEEDER SCHEDULE EQUIPMENT GROUNDING CONDUCTORS SCHEDULE KEYED NOTES: ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 PS RB 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/31/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 E-5.1 ELECTRICAL DETAILS Av a i l a b l e f a u l t c u r r e n t ca l c u l a t i o n n e e d e d 2 ru ns parallel 3 5 0 alu minu m cond u ctors is not ad eq u ate feed er siz e for 6 00 amps. Av ailable fau lt cu rrent calcu lations need ed for serv ice and panels ENTRANC LOBBY 102 ELEVATO LOBBY 301 ENLARGED ELEVATOR PLAN ELEVATOR KEYED NOTES: ADA TWO-WAY COMMUNICATIONS SYSTEM RISER DIAGRAM KEYED NOTES: HEAT CABLE CONTROL DETAIL GENERAL NOTES: 2 4 3 VIDEO MONITOR WIRING DETAIL SECTION CUT ELEVATION GENERAL NOTE: 5 COMMUNICATIONS RISER DIAGRAM1 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 PS RB 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/31/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 E-5.2 ELECTRICAL DETAILS MOTION SENSOR WITH LV SWITCH3 ELECTRIC WATER COOLER INSTALLATION DETAIL REGULAR ACCESSIBLE 4 ROUGH-IN DETAIL FOR MC CABLE KEYED NOTES: GENERAL NOTES: 6 TYPICAL RECESSED FIXTURE MOUNTING DETAIL1 DEVICE MOUNTING HEIGHTS INSTALLATION DETAIL8 KEYED NOTES: ELECTRICAL EQUIPMENT WORK SPACE CLEARANCES GENERAL NOTE: 5 DATA/VOICE JACK INSTALLATION DETAIL KEYED NOTES:GENERAL NOTES: 2 ROUGH-IN DETAIL FOR CONDUIT GENERAL NOTES: 7 ROUGH-IN DETAIL FOR MEDICAL GRADE MC CABLE KEYED NOTES: GENERAL NOTES: 9 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 PS RB 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/31/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 E-5.3 ELECTRICAL DETAILS SERVICE GROUNDING DETAIL KEYED NOTE:NOTE: 1 VIDEO MONITOR WIRING DETAIL SECTION CUT ELEVATION GENERAL NOTE: 7 WALL PENETRATION FLOOR PENETRATION FIRE RATED PENETRATION DETAIL9 LIGHTING CONTROL WIRING DIAGRAM KEYED NOTE: TRENCHING DETAIL2 WEATHERPROOF RECEPTACLE INSTALLATION DETAIL8 POLE BASE DETAIL POLE BASE DEPTH TABLE 3 ACCESS CONTROL RISER DIAGRAM5 ACCESS CONTROL DOOR LOCK DETAIL4 6 "LCP" ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 PS RB 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/31/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 E-5.4 ELECTRICAL DETAILS EQUIPMENT SCHEDULE SYMBOL DESCRIPTION SERVICE DISCONNECT STARTER LOAD MOCP/ BRKR REMARKSVOLTSPHASESIZEFUSEHP/TON VA AMPS FC 1 VRF INDOOR 208 V 1Ø 2 POLE SWITCH -INTEGRAL 312 1.5A 15A FC 2 VRF INDOOR 208 V 1Ø 2 POLE SWITCH -INTEGRAL 374 1.8A 15A FC 3 VRF INDOOR 208 V 1Ø 2 POLE SWITCH -INTEGRAL 125 0.6A 15A FC 4 VRF INDOOR 208 V 1Ø 2 POLE SWITCH -INTEGRAL 707 3.4A 15A FC 5 VRF INDOOR 208 V 1Ø 2 POLE SWITCH -INTEGRAL 125 0.6A 15A FC 6 VRF INDOOR 208 V 1Ø 2 POLE SWITCH -INTEGRAL 333 1.6A 15A FC 7 VRF INDOOR 208 V 1Ø 2 POLE SWITCH -INTEGRAL 603 2.9A 15A FC 8 VRF INDOOR 208 V 1Ø 2 POLE SWITCH -INTEGRAL 312 1.5A 15A FC 9 VRF INDOOR 208 V 1Ø 2 POLE SWITCH -INTEGRAL 312 1.5A 15A FC 10 VRF INDOOR 208 V 1Ø 2 POLE SWITCH -INTEGRAL 582 2.8A 15A FC 11 VRF INDOOR 208 V 3Ø 2 POLE SWITCH -INTEGRAL 648 1.8A 15A FC 12 VRF INDOOR 208 V 3Ø 2 POLE SWITCH -INTEGRAL 1,009 2.8A 15A FC 13 VRF INDOOR 208 V 3Ø 2 POLE SWITCH -INTEGRAL 504 1.4A 15A FC 14 VRF INDOOR 208 V 3Ø 2 POLE SWITCH -INTEGRAL 648 1.8A 15A FC 15 VRF INDOOR 208 V 3Ø 2 POLE SWITCH -INTEGRAL 1,045 2.9A 15A FC 16 VRF INDOOR 208 V 3Ø 2 POLE SWITCH -INTEGRAL 648 1.8A 15A FC 17 VRF INDOOR 208 V 3Ø 2 POLE SWITCH -INTEGRAL 1,225 3.4A 15A FC 18 VRF INDOOR 208 V 3Ø 2 POLE SWITCH -INTEGRAL 216 0.6A 15A FC 19 VRF INDOOR 208 V 3Ø 2 POLE SWITCH -INTEGRAL 216 0.6A 15A FC 20 VRF INDOOR 208 V 3Ø 2 POLE SWITCH -INTEGRAL 576 1.6A 15A FC 21 VRF INDOOR 208 V 3Ø 2 POLE SWITCH -INTEGRAL 1,045 2.9A 15A FC 22 VRF INDOOR 208 V 3Ø 2 POLE SWITCH -INTEGRAL 648 1.8A 15A POWERED FROM OUTDOOR UNIT AC-1a ODU 1 VRF OUTDOOR 208 V 3Ø 60A NEMA 3R -INTEGRAL 13,150 36.5A 40A ODU 2 VRF OUTDOOR 208 V 3Ø 60A NEMA 3R -INTEGRAL 13,150 36.5A 40A ODU 3 VRF OUTDOOR 208 V 3Ø 60A NEMA 3R -INTEGRAL 13,150 36.5A 40A ERV 1 ENERGY RECOVERY VENTILATOR 208 V 3Ø 100A NEMA 3R -INTEGRAL 26,840 74.5A 100A RTU 5 ROOF TOP UNIT 208 V 3Ø 60A NEMA 3R -INTEGRAL 11,529 32.0A 45A FACTORY INSTALLED DISCONNECT AND RECEPTACLE. SAC 1 SPLIT SYSTEM COOLING INDOOR 208 V 3Ø 2 POLE SWITCH -INTEGRAL 360 1.0A -A CONNECTED TO OUTDOOR UNIT FOR POWER SCU 1 SPLIT SYSTEM COOLING OUTDOOR 208 V 1Ø 30A NEMA 3R -INTEGRAL 2,746 13.2A 20A BS 1 BRANCH CIRCUIT CONTROLLER 208 V 1Ø 2 POLE SWITCH -INTEGRAL 166 0.8A 15A BS 2 BRANCH CIRCUIT CONTROLLER 208 V 1Ø 2 POLE SWITCH -INTEGRAL 166 0.8A 15A BS 3 BRANCH CIRCUIT CONTROLLER 208 V 1Ø 2 POLE SWITCH -INTEGRAL 166 0.8A 15A EWH 1 ELECTRIC WALL HEATER 208 V 1Ø T-STAT --1,498 7.2A -A EWH 2 ELECTRIC WALL HEATER 208 V 1Ø T-STAT --1,123 5.4A -A UH 1 UNIT HEATER 120 V 1Ø T-STAT --360 3.0A -A PROVIDE 100 MA CONTROL TRANSFORMER 120 VOLT TO 24 VAC IN A JUNCTION BOX ENCLOSURE MOUNTED IN EVENT CENTER. WH 1 WATER HEATER 120 V 1Ø PLUG/ CORD --120 1.0A -A WH 2 WATER HEATER 120 V 1Ø PLUG/ CORD --120 1.0A -A CP 1 RECIRCULATION PUMP 120 V 1Ø PLUG/ CORD --FRAC 240 2.0A -A SP 1 SUMP PUMP 120 V 1Ø PLUG/ CORD --1,200 10.0A -A EL 1 ELEVATOR 208 V 3Ø 100A NEMA 1 80A -30 HP 18,013 50.0A -A PROVIDE DISCONNECT WITH SHUNT-TRIP CONTROL AND AUXILIARY CONTACT. VERIFY EQUIPMENT AND CONNECTION REQUIREMENTS WITH ELEVATOR SUBMITTALS PRIOR TO ORDERING. NOTES: 1.VERIFY ALL EQUIPMENT LOCATIONS AND CONNECTION REQUIREMENTS (i.e. VOLTAGE, PHASE, FLA, ETC.) WITH MECHANICAL DRAWINGS/SUBMITTALS BEFORE FOR ACTUAL EQUIPMENT INSTALLED. 2.ALL FUSES SHALL BE DUAL ELEMENT TIME DELAY. FINAL BREAKER/FUSE & DISCONNECT SIZE SHALL BE DETERMINED BY MANUFACTURER'S RECOMMENDATION FOR ACTUAL EQUIPMENT INSTALLED. 3.MAXIMUM VALUES INDICATED. 4.DISCONNECTING MEANS NOT REQUIRED FOR EQUIPMENT WITHIN SIGHT (AS DEFINED IN NEC) OF BRANCH PANEL SERVING EQUIPMENT. SEE NEC 422.31 (B). 5.DISCONNECTING MEANS NOT REQUIRED FOR APPLIANCES NOT OVER 300 VA. SEE NEC 422.31 (A). LIGHT FIXTURE SCHEDULE FIXTURE NUMBER FIXTURE MANUFACTURER FIXTURE CATALOG # LAMPS FIXTURE DESCRIPTION REMARKSTYPEQTY.VOLTS WATTS MOUNTING F1 METALUX LITHONIA DAY-BRITE LSI COLUMBIA ORACLE 24AC-LD4-44-UNV-L835-CD1-U 2RTL4-40L-EZ1-LP835 2DLG43L835-4-D-UNV ASC24-LED-SS-WW-UE LEPC24-35LWG-LL-EDU 24-NV-LED-4000L-DIM10-MVOLT-35K-80 LED 3500 KELVIN 3800 LUMENS 80 CRI -120 40.6 LAY-IN GRID 2X4 LED LAY-IN VOLUMETRIC F1E METALUX LITHONIA DAY-BRITE LSI COLUMBIA ORACLE 24AC-LD4-44-UNV-EL14W-L835-CD1-U 2RTL4-40L-EZ1-LP835-EL14L 2DLG43L835-4-D-UNV-EMLED ASC24-LED-SS-WW-UE-EM-1100 LEPC24-35LWG-LL-EDU-ELL14 24-NV-LED-4000L-DIM10-MVOLT-35K-80-O-EMG-LED LED 3500 KELVIN 3800 LUMENS 80 CRI -120 40.6 LAY-IN GRID 2X4 LED LAY-IN VOLUMETRIC WITH EMERGENCY BATTERY PACK F2 ELITE OLS-D1-LED-4-S-4'-U1000L-120-35K-85-WH LED 3500 KELVIN 1000 LUMENS/FT 80 CRI -120 32.8 SUSPENDED LINEAR UP/DOWN 4 FOOT SECTIONS F2A ELITE OLS-D1-LED-4-S-3'-U1000L-120-35K-85-WH LED 3500 KELVIN 1000 LUMENS/FT 80 CRI -120 32.8 SUSPENDED LINEAR UP/DOWN 3 FOOT SECTIONS F2E ELITE OLS-D1-LED-4-S-4'-U1000L-120-35K-85-WH-EM LED 3500 KELVIN 1000 LUMENS/FT 80 CRI -120 32.8 SUSPENDED LINEAR UP/DOWN EMERGENCY 4 FOOT SECTIONS F2EA ELITE OLS-D1-LED-4-S-3'-U1000L-120-35K-85-WH-EM LED 3500 KELVIN 1000 LUMENS/FT 80 CRI -120 32.8 SUSPENDED LINEAR UP/DOWN EMERGENCY 3 FOOT SECTIONS F3 METALUX HBLED-LD5-12SE-W-CL-WG-UNV-L840-CD2-U LED 4000 KELVIN 12000 LUMENS 80 CRI -120 109 PENDANT OR SURFACE LED 2X4 HIGH BAY WITH CLEAR LENS & WIREGUARD F3E METALUX HBLED-LD5-12SE-W-CL-WG-UNV-L840-CD2-U-EL14W LED 4000 KELVIN 12000 LUMENS 80 CRI -120 109 PENDANT OR SURFACE LED 2X4 HIGH BAY WITH CLEAR LENS & WIREGUARD WITH EMEGENCY BATTERY PACK F4 HALO COMMERCIAL LITHONIA LIGHTOLIER ATLANTIC PRESCOLITE MAXILUME PD610ED015/PDM6A835/61VC LDN6 35/15 LO6AR LSS MVOLT EZ1 P6RD15NZ10UVB W/P6RD835VB W/P6RDCC LED6-DLM15-35K-U-6LED10-SS LF6SL-6LFSL15L35K HH6-LED-1500L-DIM10-MVOLT-MD-35K-90/HH6-6501-CL-WH LED 3500 KELVIN 1500 LUMENS 80 CRI -120 21 RECESSED LED DOWNLIGHT WITH ALZAK TRIM F4E HALO COMMERCIAL LITHONIA LIGHTOLIER ATLANTIC PRESCOLITE MAXILUME PD610ED015IEM/PDM6A835/61VCEM LDN6 35/15 LO6AR LSS MVOLT EZ1 EL P6RD15NZ10UVBEM W/P6RD835VB W/P6RDCC LED6-DLM15-35K-U-ILEM-6LED10-SS LF6SLEM-6LFSL15L35KEM HH6-LED-1500L-DIM10-MVOLT-MD-35K-90-EMG-LED/HH6-6501-CL-WH LED 3500 KELVIN 1500 LUMENS 80 CRI -120 21 RECESSED LED DOWNLIGHT WITH ALZAK TRIM AND EMERGENCY BATTERY PACK F4E HALO COMMERCIAL LITHONIA LIGHTOLIER ATLANTIC PRESCOLITE MAXILUME PD610ED015IEM/PDM6A835/61VCEM LDN6 35/15 LO6AR LSS MVOLT EZ1 EL P6RD15NZ10UVBEM W/P6RD835VB W/P6RDCC LED6-DLM15-35K-U-ILEM-6LED10-SS LF6SLEM-6LFSL15L35KEM HH6-LED-1500L-DIM10-MVOLT-MD-35K-90-EMG-LED/HH6-6501-CL-WH LED 3500 KELVIN 1500 LUMENS 80 CRI -120 21 RECESSED LED DOWNLIGHT WITH ALZAK TRIM AND EMERGENCY BATTERY PACK F5 HALO LITHONIA LIGHTOLIER WESTINGHOUSE PRESCOLITE SATCO SMD6R6835WH FMML-7-8-30-WL S-5-R-8-35K-7 63221 LBS5LEDA6L-30K-9-WH S9331 LED 3500 KELVIN 600 LUMENS 80 CRI -120 14 RECESSED LED DOWNLIGHT SHOWER W/WHITE TRIM F6 TRULY GREEN SOLUTIONS CPMR-0636-40-BK LED 4000 KELVIN 2465 LUMENS 80 CRI -120 25 PENDANT 6" PENDANT WITH 6' CORD TO BE CUT ON JOB SITE Remarks F7 HALO COMMERCIAL HC4-07-D010 LED 3500 KELVIN 700 LUMENS 80 CRI -120 21 RECESSED 4" LED DOWNLIGHT F8 SEABLE GLASS AND HOUSING DECORATIVE PENDANT LED -120 24 PENDANT TO BE SELECTED BY THE ARCHITECT VERIFY SPECIFICATION WITH INTERIORS F9 METALUX LITHONIA DAY-BRITE LSI COLUMBIA ORACLE 4SNLED-LD4-30SL-LW-UNV-L835-CD1-U ZL1N-L48-3000LM-FST-MVOLT-35K-80CRI-WH FSS440L835-UNV-DIM SDL-4-LED-SS-WW-UE LCL4-35LW-EDU 4-OC1-LED-3000L-DIM10-MVOLT-35K-80 LED 3500 KELVIN 3000 LUMENS 80 CRI -120 29 SURFACE WALL 48" LED STRIP F10 HALO COMMERCIAL LITHONIA LIGHTOLIER ATLANTIC PRESCOLITE MAXILUME LD6B10D010/EU6B10208035/6LBSW1LI LDN6 35/10 LW6AR LSS MVOLT EZ1 P6RD10NZ10UVB W/P6RD835VB W/P6RLWCC LED6WW-DLM11-35K-U-6LED80-SS LF6SLWW-6LFSL11L35KWW HH6-LED-1200L-DIM10-MVOLT-MD-35K-90/HH6-6507-CL-WH LED 3500 KELVIN 1000 LUMENS 80 CRI -120 21 RECESSED LED WALLWASHER WITH ALZAK TRIM F11 METALUX LITHONIA DAY-BRITE LSI COLUMBIA ORACLE 2SNLED-LD4-20SL-LW-UNV-L835-CD1-U ZL1N-L24-2500LM-FST-MVOLT-35K-80CRI-WH FSS220L835-UNV-DIM SDL-2-LED-SS-WW-UE LCL2-35ML-EU 2-OC1-LED-2000L-DIM10-MVOLT-35K-80 LED 3500 KELVIN 2000 LUMENS 80 CRI -120 26 SURFACE/CHAIN 24" LED STRIP F11E METALUX LITHONIA DAY-BRITE LSI COLUMBIA ORACLE 2SNLED-LD4-20SL-LW-UNV-EL14W-L835-CD1-U ZL1N-L24-2500LM-FST-MVOLT-35K-80CRI-E7W-WH FSS220L835-UNV-DIM-EMLED SDL-2-LED-SS-WW-UE-EM LCL2-35ML-EU-ELL14 2-OC1-LED-2000L-DIM10-MVOLT-35K-80-O-EMG-LED LED 3500 KELVIN 2000 LUMENS 80 CRI -120 26 SURFACE/CHAIN 24" LED STRIP WITH EMERGENCY BATTERY PACK F12 EUREKA 7470D-5 LED 4000 KELVIN 1841 LUMENS 80+ CRI -120 20.8 PENDANT TO BE SELECTED BY THE ARCHITECT VERIFY SPECIFICATION WITH INTERIORS F13 MLAMBERT EXTERIOR STRING LIGHTS E26 BASE LED LAMPS 2700 KELVIN 80+ CRI -120 160 MOUNTING TO BE SELECTED BY THE ARCHITECT VERIFY SPECIFICATION WITH INTERIORS ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 PS RB 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/31/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 E-6.1 ELECTRICAL SCHEDULES PANEL SCHEDULE "P1" VOLTAGE:208 Y/ 120 VOLTS BUS RATING (AMPS):225 REMARKS: MOUNTING:SURFACE PHASE:3 MAIN LUGS ONLY ENCLOSURE:NEMA 1 WIRE:4 MINIMUM EQUIPMENT RATING:SEE FAULT CURRENT TABLE CIRCUIT BREAKER CIRCUIT NAME FEEDER CKT. LOAD LOAD/PHASE (VA)CKT. LOAD FEEDER CIRCUIT NAME CIRCUIT BREAKER No.AMPS POLE MOD.C WIRE GRD DEMAND FACTOR WATTS ØA ØB ØC WATTS DEMAND FACTOR GRD WIRE C MOD.POLE AMPS No. 1 20 1 -IT/FIRE RISER/EXTERIOR RCPT ¾"#12 #12 1.00 720 1,260 540 1.00 #12 #12 ¾"TECHNOLOGY 111 RCPT -1 20 2 3 20 1 -TESTING 109 RCPT ¾"#12 #12 1.00 540 1,080 540 1.00 #12 #12 ¾"CONSULT 108 RCPT -1 20 4 5 20 1 -KIDS 106 RCPT ¾"#12 #12 1.00 540 1,620 1,080 1.00 #12 #12 ¾"103 & 104 RCPT -1 20 6 7 20 1 -RECEPT 105 RCPT ¾"#12 #12 1.00 720 1,620 900 1.00 #12 #12 ¾"ADMIN 107 RCPT -1 20 8 9 20 1 -HALLWAY RCPTS ¾"#12 #12 1.00 1,620 2,160 540 1.00 #12 #12 ¾"STORAGE 110 -1 20 10 11 20 1 - CRAFT ZONE 115 RCPT ¾"#12 #12 1.00 720 1,020 300 1.00 #12 #12 ¾"115 DISP GFCI 1 20 12 13 20 1 -116 RCPTS ¾"#12 #12 1.00 540 840 300 1.00 #12 #12 ¾"116 DISP GFCI 1 20 14 15 20 1 -119 & 121 RCPT ¾"#12 #12 1.00 360 1,080 720 1.00 #12 #12 ¾"SENSORY 120 RCPT -1 20 16 17 20 1 -128 & 130 RCPT ¾"#12 #12 1.00 360 900 540 1.00 #12 #12 ¾"131 & 124 & 123 RCPT -1 20 18 19 20 1 -126 RCPT ¾"#12 #12 1.00 360 900 540 1.00 #12 #12 ¾"125 RCPT -1 20 20 21 20 1 -127 & 129 RCPT ¾"#12 #12 1.00 1,080 2,700 1,620 1.00 #12 #12 ¾"EVENT CNTR 136 & 138 RCPT -1 20 22 23 20 1 -FOOD PREP 139 RCPT ¾"#12 #12 1.00 540 840 300 1.00 #12 #12 ¾"FOOD PREP 139 DISP GFCI 1 20 24 25 20 1 GFCI FOOD PREP 139 REF ¾"#12 #12 1.00 800 2,420 1,620 1.00 #12 #12 ¾"101 & 102 & 137 RCPT -1 20 26 27 20 1 -EVENT I.T. 135 ¾"#12 #12 1.00 540 900 360 1.00 #12 #12 ¾"RESTROOM 132 & 133 RCPT -1 20 28 29 20 1 -OUTDOOR PATIO 140 RCPT ¾"#12 #12 1.00 360 1,440 1,080 1.00 #12 #12 ¾"SPEECH 226 & 228 RCPT -1 20 30 31 20 1 -SPEECH 230, 232 & 234 ¾"#12 #12 1.00 1,620 2,880 1,260 1.00 #12 #12 ¾"HALLWAY 235 RCPT -1 20 32 33 20 1 -SPEECH 231 & 233 RCPT ¾"#12 #12 1.00 900 2,340 1,440 1.00 #12 #12 ¾"SPEECH 227 & 228 RCPT -1 20 34 35 20 1 -SPEECH 225 & 219 RCPT ¾"#12 #12 1.00 1,440 2,880 1,440 1.00 #12 #12 ¾"SPEECH 217 & 215 RCPT -1 20 36 37 20 1 -LOUNGE 201 RCPT ¾"#12 #12 1.00 1,080 2,340 1,260 1.00 #12 #12 ¾"EVENT FAM 202 & 204 RCPT -1 20 38 39 20 1 -218, 216 & 214 RCPT ¾"#12 #12 1.00 1,620 2,520 900 1.00 #12 #12 ¾"222 & 223 RCPT -1 20 40 41 20 1 -221, 222 & 223 RCPT ¾"#12 #12 1.00 1,080 1,440 360 1.00 #12 #12 ¾"RESTROOM 208 & 209 RCPT -1 20 42 43 20 1 -220, 213 & 212 RCPT ¾"#12 #12 1.00 1,260 2,160 900 1.00 #12 #12 ¾"BKR 312 & IT 313 RCPT -1 20 44 45 20 1 -310 & 308 RCPT ¾"#12 #12 1.00 1,080 2,340 1,260 1.00 #12 #12 ¾"306 & 305 RCPT -1 20 46 47 20 1 -OFFICE 307, 309 & 311 RCPT ¾"#12 #12 1.00 1,620 3,060 1,440 1.00 #12 #12 ¾"302, 314, 304 & 316 RCPT -1 20 48 49 20 1 -323, 322 & 331 HALLWAY RCPT ¾"#12 #12 1.00 1,080 1,620 540 1.00 #12 #12 ¾"317, 318 & HALLWAY RCPT -1 20 50 51 20 1 -OFFICE 330, 328 & 326 RCPT ¾"#12 #12 1.00 1,620 2,520 900 1.00 #12 #12 ¾"324, 325 & HALLWAY RCPT -1 20 52 53 20 1 -107 FAX/COPY MACHINE ¾"#12 #12 1.00 800 1,600 800 1.00 #12 #12 ¾"HALLWAY FAX/COPY MACHINE -1 20 54 55 20 1 -ADA DOOR OPENER LOBBY 103 ¾"#12 #12 1.00 1,600 3,200 1,600 1.00 #12 #12 ¾"ADA DOOR OPENER LOBBY 101 -1 20 56 57 20 1 -EVENT CENTER FLOOR RCPTS ¾"#12 #12 1.00 1,080 2,520 1,440 1.00 #12 #12 ¾"1ST FLOOR PAPER TOWEL DISPENSERS -1 20 58 59 20 1 -2ND FLOOR PAPER TOWEL DISPENSERS ¾"#12 #12 1.00 1,260 2,340 1,080 1.00 #12 #12 ¾"3RD FLOOR PAPER TOWEL DISPENSERS -1 20 60 61 20 1 SPARE 1.00 0 1.00 SPARE -1 20 62 63 20 1 -SPARE 1.00 0 1.00 SPARE -1 20 64 65 20 1 -SPARE 1.00 0 1.00 SPARE -1 20 66 67 -SPACE 1.00 0 1.00 SPACE -68 69 -SPACE 1.00 0 1.00 SPACE -70 71 -SPACE 1.00 0 1.00 SPACE -72 NOTES : 1.ALL INSULATION ON CONDUCTORS TO BE THHN UNLESS NOTED OTHERWISE.ØA ØB ØC TOTALS INSULATION ON ALL UNDERGROUND EXTERIOR CONDUCTORS SHALL BE THHW.19,240 20,160 17,140 56,540 CONNECTED LOAD (VA) 2.LOAD DEMANDS CALCULATED AS PER SECTIONS 210 & 220 OF THE NATIONAL 157 CONNECTED LOAD (A) ELECTRICAL CODE.0 0 0 0 DEMAND FACTOR ADJUSTMENTS (VA) 3.PANEL COVER SHALL BE FIELD MARKED FOR FLASH PROTECTION WITH A PERMANENT 19,240 20,160 17,140 56,540 TOTAL LOAD (VA) LABEL AS REQUIRED BY THE NATIONAL ELECTRICAL CODE SECTION 110. LABEL SHALL 160 168 143 TOTAL LOAD (A) READ: "DANGER: POTENTIAL ARC FLASH HAZARD"168 MAXIMUM LOAD (A) 4.FIRE ALARM SYSTEMS SHALL HAVE BRANCH CIRCUITS IDENTIFIED BY RED LABELS 34%36%30%PHASE BALANCE STATING “FIRE ALARM CIRCUIT” AS REQUIRED BY THE NATIONAL ELECTRICAL CODE ARTICLE 760.41B 5.ABBREVIATIONS: CO-CONVENIENCE OUTLET, RR-RESTROOM, (N)ORTH, (S)OUTH, (E)AST, (W)EST. PANEL SCHEDULE "P2" VOLTAGE:208 Y/ 120 VOLTS BUS RATING (AMPS):125 REMARKS: MOUNTING:SURFACE PHASE:3 MAIN LUGS ONLY ENCLOSURE:NEMA 1 WIRE:4 MINIMUM EQUIPMENT RATING:SEE FAULT CURRENT TABLE CIRCUIT BREAKER CIRCUIT NAME FEEDER CKT. LOAD LOAD/PHASE (VA)CKT. LOAD FEEDER CIRCUIT NAME CIRCUIT BREAKER No.AMPS POLE MOD.C WIRE GRD DEMAND FACTOR WATTS ØA ØB ØC WATTS DEMAND FACTOR GRD WIRE C MOD.POLE AMPS No. 1 20 1 -I.T. COMMUNICATION BOARD ¾"#12 #12 1.00 360 960 600 1.00 #12 #12 ¾"FACP RED 1 20 2 3 20 1 -CARD ACCESS PANEL ¾"#12 #12 1.00 600 1,200 600 1.00 #12 #12 ¾"NAC 2ND FLR RED 1 20 4 5 20 1 -MEZZANINE 212 RCPT ¾"#12 #12 1.00 900 1,500 600 1.00 #12 #12 ¾"NAC 3RD FLR RED 1 20 6 7 20 1 -STAFF RR 210 RCPT ¾"#12 #12 1.00 180 780 600 1.00 #12 #12 ¾"SPRINKLER BELL RED 1 20 8 9 20 1 -GYM 122 RCPT ¾"#12 #12 1.00 900 1,900 1,000 1.00 #12 #12 ¾"EWC GYM GFCI 1 20 10 11 20 1 GFCI DISPOSAL 120 ¾"#12 #12 1.00 1,656 2,656 1,000 1.00 #12 #12 ¾"EWC PT GFCI 1 20 12 13 20 1 GFCI DISPOSAL 320 ¾"#12 #12 1.00 1,656 2,656 1,000 1.00 #12 #12 ¾"EWC LOBBY 301 GFCI 1 20 14 15 20 1 GFCI BKR 320 DW ¾"#12 #12 1.00 1,200 2,200 1,000 1.00 #12 #12 ¾"EWC LOUNGE 201 GFCI 1 20 16 17 20 1 GFCI SODA DISPENSER ¾"#12 #12 1.00 840 1,840 1,000 1.00 #12 #12 ¾"EWC LEVEL 2 COORIDOR GFCI 1 20 18 19 20 1 -BKR 320 RCPT ¾"#12 #12 1.00 1,440 2,440 1,000 1.00 #12 #12 ¾"EWC LOBBY 102 GFCI 1 20 20 21 20 1 GFCI BKR 320 REF 1 ¾"#12 #12 1.00 1,200 2,280 1,080 1.00 #12 #12 ¾"321, 329, 327 RCPT -1 20 22 23 20 1 GFCI BKR 320 REF 2 ¾"#12 #12 1.00 1,200 1,800 600 1.00 #12 #12 ¾"COPY/PRINT 329 -1 20 24 25 20 1 -PANTRY/STORAGE 319 RCPT ¾"#12 #12 1.00 360 2,016 1,656 1.00 #12 #12 ¾"DISPOSAL BKR 312 GFCI 1 20 26 27 20 1 -COPY/PRINT MILL HALLWAY 235 ¾"#12 #12 1.00 180 1,380 1,200 1.00 #12 #12 ¾"REF BKR 312 GFCI 1 20 28 29 20 1 -COPY/PRINT MILL HALLWAY 235 ¾"#12 #12 1.00 180 1,080 900 1.00 #12 #12 ¾"EXTERIOR RCPTS -1 20 30 31 20 1 -COPY/PRINT MILL HALLWAY 235 ¾"#12 #12 1.00 180 330 150 1.00 #12 #12 ¾"ADA COMM PANEL RED 1 20 32 33 20 1 -I.T. 313 ¾"#12 #12 1.00 360 540 180 1.00 #12 #12 ¾"ELEVATOR PIT RCPT -1 20 34 35 20 1 -ELEVATOR CAB LIGHTING ¾"#12 #12 1.25 600 700 100 1.25 #12 #12 ¾"ELEVATOR PIT LIGHTING -1 20 36 37 30 2 GFCI 116 DRYER ¾"#10 #10 1.00 2,500 2,680 180 1.00 #12 #12 ¾"ELEVATOR TOP OF SHAFT RCPT -1 20 38 39 -----#10 -1.00 2,500 2,600 100 1.25 #12 #12 ¾"ELEVATOR TOP OF SHAFT LIGHTING -1 20 40 41 20 1 -116 WASHER ¾"#12 #12 1.00 1,200 1,800 600 1.00 #12 #12 ¾"FIRE/SMOKE DOORS & DAMPERS RED 1 20 42 43 20 1 -SUMP PUMP SP-1 ¾"#12 #12 1.00 1,200 1,200 1.00 SPARE -1 20 44 45 20 1 -SPARE 1.00 0 1.00 SPARE -1 20 46 47 -SPACE 1.00 0 1.00 SPARE -1 20 48 49 -SPACE 1.00 0 1.00 SPARE -1 20 50 51 -SPACE 1.00 0 1.00 SPACE -52 53 -SPACE 1.00 0 1.00 SPACE -54 NOTES : 1.ALL INSULATION ON CONDUCTORS TO BE THHN UNLESS NOTED OTHERWISE.ØA ØB ØC TOTALS INSULATION ON ALL UNDERGROUND EXTERIOR CONDUCTORS SHALL BE THHW.13,062 12,100 11,376 36,538 CONNECTED LOAD (VA) 2.LOAD DEMANDS CALCULATED AS PER SECTIONS 210 & 220 OF THE NATIONAL 101 CONNECTED LOAD (A) ELECTRICAL CODE.0 25 175 200 DEMAND FACTOR ADJUSTMENTS (VA) 3.PANEL COVER SHALL BE FIELD MARKED FOR FLASH PROTECTION WITH A PERMANENT 13,062 12,125 11,551 36,738 TOTAL LOAD (VA) LABEL AS REQUIRED BY THE NATIONAL ELECTRICAL CODE SECTION 110. LABEL SHALL 109 101 96 TOTAL LOAD (A) READ: "DANGER: POTENTIAL ARC FLASH HAZARD"109 MAXIMUM LOAD (A) 4.FIRE ALARM SYSTEMS SHALL HAVE BRANCH CIRCUITS IDENTIFIED BY RED LABELS 36%33%31%PHASE BALANCE STATING “FIRE ALARM CIRCUIT” AS REQUIRED BY THE NATIONAL ELECTRICAL CODE ARTICLE 760.41B 5.ABBREVIATIONS: CO-CONVENIENCE OUTLET, RR-RESTROOM, (N)ORTH, (S)OUTH, (E)AST, (W)EST. SITE LIGHTING FIXTURE SCHEDULE FIXT FIXTURE LAMPS POLE REMARKS#MANUFACTURER CATALOG #VOLTS #/POLE WATTS MOUNTING TYPE QTY/FIXT.MANUFACTURER HEIGHT CATALOG # SF1 MCGRAW EDISON GALN-SA1C-740-U-5MQ 120 1 59 POLE LED 1 LITHONIA GARDCO MCGRAW SPAULDING LTG CMT UNITED LSI 25'-0" SSS 25 4C SSS-25-4-11 SSS-4A25-SFXXX SSS-25-40-1-**-SCBA ZA25-4-0-HS-PC-BC RPSQ-25-4-11 4SQBX-S7G-25-X-4BC F14E RIG-A-LITE MHDA-11-L2-4-U-EM LED 4000 KELVIN 11223 LUMENS 82 CRI -120 80 MOUNTING ELEVATOR SHAFT LIGHT F15 BEGA 66 519 LED 4000 KELVIN 2465 LUMENS 80 CRI -120 25 WALL UP/DOWN WALL SCONCE Remarks F16 ORACLE OWP-FC-211-LED-O-EMG-LED LED 4000 KELVIN 3323 LUMENS 80 CRI -120 21 WALL EMERGENCY WALL PACK Remarks F17 METALUX LITHONIA LA LIGHTING XTRALIGHT COLUMBIA ORACLE 4SWLED-LD4-40SL-LW-UNV-L835-CD1-SVPD2-U WL4-40L-EZ1-LP835-NESPDT7-DIM10 3-WSE201-4K-4L-1DRDM-UNV-1/835 LST-LED-4-02-042-X-T-X-DIM-XX-RL-U-X-W-MLD LBIL4-35ML-EDU 4-OW1B-LED-4000L-DIM10-MVOLT-35K-80-MS-FM105 LED 3500 KELVIN 4000 LUMENS 80 CRI -120 53 SURFACE WALL 48" STAIRWELL LED WITH INTEGRAL OCCUPANCY SENSOR F18 TRULY GREEN SOLUTIONS CPMR-0418-40-BK LED 4000 KELVIN 2465 LUMENS 80 CRI -120 25 PENDANT 4" PENDANT Remarks F19 Q-TRAN SW24/1.5-DMP-40-CON24-CON24-XX LED 4000 KELVIN 178 LUMENS/FT 90+CRI -24 1.5W/FT SURFACE LED STRIP LIGHT WITH EXTRUSION EXTERIOR USE F20 PACE EUDC-II-UD-900-8-16W-120-277UNV LED 4000 KELVIN 2265 LUMENS 80 CRI -120 16 SURFACE LED UP/DOWN CYLINDER FINISH TO BE SELECTED BY ARCHITECT F21 OXYGEN 3-5012-XX LED 1500 LUMENS 3000 KELVIN 90 CRI -120 23 SURFACE LED VANITY LIGHT FINISH TO BE SELECTED BY ARCHITECT F22 PRUDENTIAL RDP-4-LED4-LO-NU-BK-SC-UNV-STC48-BK-X3-ND LED 325 LUMENS 4000 KELVIN 90 CRI -120 5.2 PENDANT LED PENDANT LIGHT OVER RECEPTION F23 CDS LIGHTING EXPOSE-P-BK-BK-USV E27/E26 LED LAMP 18 120 12 PENDANT CORD AND SOCKET. DECORATIVE LAMPS TO BE SELECTED BY OWNER EG1 SURELITE LITHONIA PROLITE LSI DUAL-LITE MAXILUME SELW25XX AFN-DB-EXT DBEL-ACEM-W-SDT-CW CSN-DB-CT PGZ-HTR ELM-807-BZ 6W XENON INCLUDED 2 120 12 SURFACE WALL EMERGENCY EGRESS LIGHT FINISH TO BE SELECTED BY ARCHITECT EM1 SURELITE LITHONIA LIGHTOLIER LSI DUAL-LITE MAXILUME SEL17 ELM2 E611W LTEM-WH EZ-2 ELM-LED-861 INCLUDED 2 120 5.4 SURFACE WALL 2-HEAD EM WALL PACK (SURFACE) EX1 SURELITE LITHONIA CHLORIDE LSI DUAL-LITE MAXILUME APX7G LQM-S-W-3-G-EL-N ER55L3WG EX-G-U-WB-WH EVEUGWE ELX-603-G-W INCLUDED 2 120 1.5 UNIVERSAL UNIVERSAL MOUNT WITH EXTRA FACE PLATE FOR FIELD CONVERSION 1-2 FACE NICKEL/CADMIUM BATTERY SINGLE FACE EXIT EX2 SURELITES LITHONIA LIGHTOLIER LSI MAXILUME LPX-70-DGWHDH LHQM-S-1-G-EL-N LC18NH71GW LPRX-G-U-WH-LD11 ELX-703-G-W INCLUDED 2 120 5.4 SURFACE WALL 2-HEAD EM WALL PACK (SURFACE) WITH EXIT LIGHT LIGHT FIXTURE SCHEDULE FIXTURE NUMBER FIXTURE MANUFACTURER FIXTURE CATALOG # LAMPS FIXTURE DESCRIPTION REMARKS TYPE QTY.VOLTS WATTS MOUNTING ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 PS RB 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/31/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 E-6.2 ELECTRICAL SCHEDULES PANEL SCHEDULE "LP" VOLTAGE:208 Y/ 120 VOLTS BUS RATING (AMPS):225 REMARKS: MOUNTING:SURFACE PHASE:3 MAIN LUGS ONLY ENCLOSURE:NEMA 1 WIRE:4 MINIMUM EQUIPMENT RATING:SEE FAULT CURRENT TABLE CIRCUIT BREAKER CIRCUIT NAME FEEDER CKT. LOAD LOAD/PHASE (VA)CKT. LOAD FEEDER CIRCUIT NAME CIRCUIT BREAKER No.AMPS POLE MOD.C WIRE GRD DEMAND FACTOR WATTS ØA ØB ØC WATTS DEMAND FACTOR GRD WIRE C MOD.POLE AMPS No. 1 20 1 -EVENT CENTER LTG ¾"#12 #12 1.25 1,696 2,062 365 1.25 #12 #12 ¾"RM 137,138,139 & 140 LTG -1 20 2 3 20 1 -RM 101,102,134,135 & ENTRANCE LTG ¾"#12 #12 1.25 1,178 4,012 2,834 1.25 #10 #10 ¾"GYM 122 LTG -1 30 4 5 20 1 -RESTROOM 131,132 & 133 LTG ¾"#12 #12 1.25 468 1,184 716 1.25 #12 #12 ¾"RM 103,104 & 105 LTG -1 20 6 7 20 1 -FIRST FLOOR HALLWAY LTG ¾"#12 #12 1.25 1,113 1,990 877 1.25 #12 #12 ¾"RM 106,107,108,109,110,111,112,113,114 LTG -1 20 8 9 20 1 -RM 115,116,117,118,119 LTG ¾"#12 #12 1.25 1,338 2,384 1,046 1.25 #12 #12 ¾"RM 120,121,123,124,125,126,127,128,129 LTG -1 20 10 11 20 1 -RM 211,213, GYM & MEZZANINE LTG ¾"#12 #12 1.25 1,022 2,760 1,738 1.25 #12 #12 ¾"2ND FLOOR HALLWAY & RM 220 LTG -1 20 12 13 20 1 -RM 221,222,223,224,219,225,227,217,215 LTG ¾"#12 #12 1.25 815 1,464 650 1.25 #12 #12 ¾"RM 226,228,229,230,231,232,233,234 LTG -1 20 14 15 20 1 -RM 218,216,214,207,208,209,210 LTG ¾"#12 #12 1.25 646 1,798 1,152 1.25 #12 #12 ¾"RM 201,202,203,204,205,206,215,315 LTG -1 20 16 17 20 1 -HALLWAY 317,316,318,301,302,314,319 LTG ¾"#12 #12 1.25 1,860 3,139 1,280 1.25 #12 #12 ¾"RM 303,304,305,306,307,308,309,310,311,312 LTG -1 20 18 19 30 1 -RM 329,327,320,324,326,328,330 LTG ¾"#10 #10 1.25 2,061 3,279 1,218 1.25 #12 #12 ¾"RM 312,310,308,303,311,309,307,304,305,306 LTG -1 20 20 21 20 1 -EXTERIOR BUILDING MNTD LTG ¾"#12 #12 1.25 1,578 1,650 72 1.25 #12 #12 ¾"EXTERIOR BENCH LIGHTING -1 20 22 23 20 1 -PARKING LOT POLE LTG ¾"#12 #12 1.25 295 295 1.25 SPACE -24 25 -SPACE 1.25 0 1.25 SPACE -26 27 -SPACE 1.25 0 1.25 SPACE -28 29 -SPACE 1.25 0 1.25 SPACE -30 31 -SPACE 1.25 0 1.25 SPACE -32 33 -SPACE 1.25 0 1.25 SPACE -34 35 -SPACE 1.25 0 1.25 SPACE -36 37 -SPACE 1.25 0 1.25 SPACE -38 39 -SPACE 1.25 0 1.25 SPACE -40 41 -SPACE 1.25 0 1.25 SPACE -42 NOTES : 1.ALL INSULATION ON CONDUCTORS TO BE THHN UNLESS NOTED OTHERWISE.ØA ØB ØC TOTALS INSULATION ON ALL UNDERGROUND EXTERIOR CONDUCTORS SHALL BE THHW.8,795 9,843 7,378 26,016 CONNECTED LOAD (VA) 2.LOAD DEMANDS CALCULATED AS PER SECTIONS 210 & 220 OF THE NATIONAL 72 CONNECTED LOAD (A) ELECTRICAL CODE.2,199 2,461 1,845 6,504 DEMAND FACTOR ADJUSTMENTS (VA) 3.PANEL COVER SHALL BE FIELD MARKED FOR FLASH PROTECTION WITH A PERMANENT 10,994 12,304 9,223 32,520 TOTAL LOAD (VA) LABEL AS REQUIRED BY THE NATIONAL ELECTRICAL CODE SECTION 110. LABEL SHALL 92 102 77 TOTAL LOAD (A) READ: "DANGER: POTENTIAL ARC FLASH HAZARD"102 MAXIMUM LOAD (A) 4.FIRE ALARM SYSTEMS SHALL HAVE BRANCH CIRCUITS IDENTIFIED BY RED LABELS 34%38%28%PHASE BALANCE STATING “FIRE ALARM CIRCUIT” AS REQUIRED BY THE NATIONAL ELECTRICAL CODE ARTICLE 760.41B 5.ABBREVIATIONS: CO-CONVENIENCE OUTLET, RR-RESTROOM, (N)ORTH, (S)OUTH, (E)AST, (W)EST. PANEL SCHEDULE "KP" VOLTAGE:208 Y/ 120 VOLTS BUS RATING (AMPS):100 REMARKS: MOUNTING:FLUSH PHASE:3 MAIN LUGS ONLY ENCLOSURE:NEMA 1 WIRE:4 MINIMUM EQUIPMENT RATING:SEE FAULT CURRENT TABLE CIRCUIT BREAKER CIRCUIT NAME FEEDER CKT. LOAD LOAD/PHASE (VA)CKT. LOAD FEEDER CIRCUIT NAME CIRCUIT BREAKER No.AMPS POLE MOD.C WIRE GRD DEMAND FACTOR WATTS ØA ØB ØC WATTS DEMAND FACTOR GRD WIRE C MOD.POLE AMPS No. 1 20 1 GFCI FRIDGE ¾"#12 #12 1.00 800 1,600 800 1.00 #12 #12 ¾"FRIDGE GFCI 1 20 2 3 40 2 GFCI DOUBLE OVEN ¾"#8 #10 1.00 3,144 3,894 750 1.00 #12 #12 ¾"DISPOSAL GFCI 1 20 4 5 -----#8 -1.00 3,144 4,544 1,400 1.00 #12 #12 ¾"RANGE GFCI 2 20 6 7 50 2 GFCI RANGE ¾"#8 #10 1.00 4,000 5,400 1,400 1.00 -#12 -----8 9 -----#8 -1.00 4,000 4,720 720 1.00 #12 #12 ¾"COUNTER RCPT GFCI 1 20 10 11 20 1 GFCI COUNTER RCPT ¾"#12 #12 1.00 720 1,470 750 1.00 #12 #12 ¾"DISPOSAL GFCI 1 20 12 13 20 -SPARE 1.00 720 720 1.00 #12 #12 ¾"COUNTER RCPT GFCI 1 20 14 15 20 1 -SPARE 1.00 720 720 1.00 #12 #12 ¾"COUNTER RCPT GFCI 1 20 16 17 20 1 -SPARE 1.00 0 1.00 SPARE -1 20 18 19 20 1 -SPARE 1.00 0 1.00 SPARE -1 20 20 21 20 1 -SPARE 1.00 0 1.00 SPARE -1 20 22 23 -SPACE 1.00 0 1.00 SPACE -24 25 -SPACE 1.00 0 1.00 SPACE -26 27 -SPACE 1.00 0 1.00 SPACE -28 29 -SPACE 1.00 0 1.00 SPACE -30 31 -SPACE 1.00 0 1.00 SPACE -32 33 -SPACE 1.00 0 1.00 SPACE -34 35 -SPACE 1.00 0 1.00 SPACE -36 37 -SPACE 1.00 0 1.00 SPACE -38 39 -SPACE 1.00 0 1.00 SPACE -40 41 -SPACE 1.00 0 1.00 SPACE -42 NOTES : 1.ALL INSULATION ON CONDUCTORS TO BE THHN UNLESS NOTED OTHERWISE.ØA ØB ØC TOTALS INSULATION ON ALL UNDERGROUND EXTERIOR CONDUCTORS SHALL BE THHW.7,720 9,334 6,014 23,068 CONNECTED LOAD (VA) 2.LOAD DEMANDS CALCULATED AS PER SECTIONS 210 & 220 OF THE NATIONAL 64 CONNECTED LOAD (A) ELECTRICAL CODE.0 0 0 0 DEMAND FACTOR ADJUSTMENTS (VA) 3.PANEL COVER SHALL BE FIELD MARKED FOR FLASH PROTECTION WITH A PERMANENT 7,720 9,334 6,014 23,068 TOTAL LOAD (VA) LABEL AS REQUIRED BY THE NATIONAL ELECTRICAL CODE SECTION 110. LABEL SHALL 64 78 50 TOTAL LOAD (A) READ: "DANGER: POTENTIAL ARC FLASH HAZARD"78 MAXIMUM LOAD (A) 4.FIRE ALARM SYSTEMS SHALL HAVE BRANCH CIRCUITS IDENTIFIED BY RED LABELS 33%40%26%PHASE BALANCE STATING “FIRE ALARM CIRCUIT” AS REQUIRED BY THE NATIONAL ELECTRICAL CODE ARTICLE 760.41B 5.ABBREVIATIONS: CO-CONVENIENCE OUTLET, RR-RESTROOM, (N)ORTH, (S)OUTH, (E)AST, (W)EST. PANEL SCHEDULE "MP" VOLTAGE:208 Y/ 120 VOLTS BUS RATING (AMPS):600 REMARKS: MOUNTING:SURFACE PHASE:3 MAIN LUGS ONLY ENCLOSURE:NEMA 1 WIRE:4 MINIMUM EQUIPMENT RATING:SEE FAULT CURRENT TABLE CIRCUIT BREAKER CIRCUIT NAME FEEDER CKT. LOAD LOAD/PHASE (VA)CKT. LOAD FEEDER CIRCUIT NAME CIRCUIT BREAKER No.AMPS POLE MOD.C WIRE GRD DEMAND FACTOR WATTS ØA ØB ØC WATTS DEMAND FACTOR GRD WIRE C MOD.POLE AMPS No. 1 100 3 -ERV-1 1¼"#3 #8 1.00 8,947 13,330 4,383 1.00 #10 #8 ¾"ODU-1 -3 40 2 3 -----#3 -1.00 8,947 13,330 4,383 1.00 -#8 -----4 5 -----#3 -1.00 8,947 13,330 4,383 1.00 -#8 -----6 7 20 2 -SCU-1 ¾"#12 #12 1.00 1,373 5,756 4,383 1.00 #10 #8 ¾"ODU-2 -3 40 8 9 -----#12 -1.00 1,373 5,756 4,383 1.00 -#8 -----10 11 20 2 -SCU-1 ¾"#12 #12 1.00 1,373 5,756 4,383 1.00 -#8 -----12 13 -----#12 -1.00 1,373 5,756 4,383 1.00 #10 #8 ¾"ODU-3 -3 40 14 15 20 1 -EQUIPMENT RCPT ROOF ¾"#12 #12 1.00 360 4,743 4,383 1.00 -#8 -----16 17 20 1 GFEP HEAT TRACE ROOF DRAINS ¾"#12 #12 1.00 1,000 5,383 4,383 1.00 -#8 -----18 19 20 1 GFEP HEAT TRACE ROOF DRAINS ¾"#12 #12 1.00 1,000 4,843 3,843 1.00 #10 #8 ¾"RTU-5 EVENT CENTER -3 50 20 21 20 2 -EWH-1 ROOF STAIR ¾"#12 #12 1.00 749 4,592 3,843 1.00 -#8 -----22 23 -----#12 -1.00 749 4,592 3,843 1.00 -#8 -----24 25 20 2 -EWH-1 STAIR 315 ¾"#12 #12 1.00 749 4,592 3,843 1.00 #10 #8 ¾"RTU-5 EVENT CENTER -3 50 26 27 -----#12 -1.00 749 4,592 3,843 1.00 -#8 -----28 29 20 2 -EWH-1 STAIR 206 ¾"#12 #12 1.00 749 4,592 3,843 1.00 -#8 -----30 31 -----#12 -1.00 749 4,592 3,843 1.00 #10 #8 ¾"RTU-5 GYM -3 50 32 33 20 2 -EWH-1 STAIR 332 ¾"#12 #12 1.00 749 4,592 3,843 1.00 -#8 -----34 35 -----#12 -1.00 749 4,592 3,843 1.00 -#8 -----36 37 20 2 -EWH-1 STAIR 224 ¾"#12 #12 1.00 749 4,592 3,843 1.00 #10 #8 ¾"RTU-5 GYM -3 50 38 39 -----#12 -1.00 749 4,592 3,843 1.00 -#8 -----40 41 20 2 -EWH-1 STAIR 114 ¾"#12 #12 1.00 749 4,592 3,843 1.00 -#8 -----42 43 -----#12 -1.00 749 1,109 360 1.00 #12 #12 ¾"WH-1 & CP-1 LEVEL 1 -1 20 44 45 20 2 -SCU-1 ¾"#12 #12 1.00 1,373 1,733 360 1.00 #12 #12 ¾"WH-2 & CP-1 LEVEL 2 -1 20 46 47 -----#12 -1.00 1,373 1,733 360 1.00 #12 #12 ¾"WH-2 & CP-1 LEVEL 3 -1 20 48 49 20 2 -EWH-1 FIRE RISER 112 ¾"#12 #12 1.00 749 949 200 1.00 #12 #12 ¾"UNIT HEATERS UH-1 -1 20 50 51 -----#12 -1.00 749 1,349 600 1.00 #12 #12 ¾"FIRE PLACE LOUNGE 201 -1 20 52 53 20 2 -EWH-2 RECPT 105 ¾"#12 #12 1.00 562 1,144 582 1.00 #12 #12 ¾"BS-2,FC-1.3,FC-2,FC-1 -2 15 54 55 -----#12 -1.00 562 1,144 582 1.00 -#12 -----56 57 20 2 -EWH-1 VESTIBULE 103 ¾"#12 #12 1.00 749 1,820 1,071 1.00 #12 #12 ¾"FC-1.3,(2)FC-2.5,FC-4 -2 15 58 59 -----#12 -1.00 749 1,820 1,071 1.00 -#12 -----60 61 20 2 -EWH-1 VESTIBULE 101 ¾"#12 #12 1.00 749 1,498 749 1.00 #12 #12 ¾"BS-1,FC-1.3,FC-1.5,FC-4 -2 15 62 63 -----#12 -1.00 749 1,498 749 1.00 -#12 -----64 65 20 1 GFEP HEAT TRACE ROOF DRAINS ¾"#12 #12 1.00 1,000 1,499 499 1.00 #12 #12 ¾"FC-2,FC-.08,FC-.06 -2 15 66 67 20 1 GFEP HEAT TRACE ROOF DRAINS ¾"#12 #12 1.00 1,000 1,499 499 1.00 -#12 -----68 69 20 1 GFEP HEAT TRACE ROOF DRAINS ¾"#12 #12 1.00 500 1,176 676 1.00 #12 #12 ¾"BS-3,FC-2,FC-0.8,FC-3,FC-1.5 -2 15 70 71 -SPACE 1.00 676 676 1.00 -#12 -----72 73 -SPACE 1.00 759 759 1.00 #12 #12 ¾"FC-0.6,FC-4,FC-2,FC-3 -2 15 74 75 -SPACE 1.00 759 759 1.00 -#12 -----76 77 -SPACE 1.00 0 1.00 SPACE -78 79 -SPACE 1.00 0 1.00 SPACE -80 81 -SPACE 1.00 0 1.00 SPACE -82 83 -SPACE 1.00 0 1.00 SPACE -84 NOTES : 1.ALL INSULATION ON CONDUCTORS TO BE THHN UNLESS NOTED OTHERWISE.ØA ØB ØC TOTALS INSULATION ON ALL UNDERGROUND EXTERIOR CONDUCTORS SHALL BE THHW.50,417 50,530 49,708 150,655 CONNECTED LOAD (VA) 2.LOAD DEMANDS CALCULATED AS PER SECTIONS 210 & 220 OF THE NATIONAL 418 CONNECTED LOAD (A) ELECTRICAL CODE.0 0 0 0 DEMAND FACTOR ADJUSTMENTS (VA) 3.PANEL COVER SHALL BE FIELD MARKED FOR FLASH PROTECTION WITH A PERMANENT 50,417 50,530 49,708 150,655 TOTAL LOAD (VA) LABEL AS REQUIRED BY THE NATIONAL ELECTRICAL CODE SECTION 110. LABEL SHALL 420 421 414 TOTAL LOAD (A) READ: "DANGER: POTENTIAL ARC FLASH HAZARD"421 MAXIMUM LOAD (A) 4.FIRE ALARM SYSTEMS SHALL HAVE BRANCH CIRCUITS IDENTIFIED BY RED LABELS 33%34%33%PHASE BALANCE STATING “FIRE ALARM CIRCUIT” AS REQUIRED BY THE NATIONAL ELECTRICAL CODE ARTICLE 760.41B 5.ABBREVIATIONS: CO-CONVENIENCE OUTLET, RR-RESTROOM, (N)ORTH, (S)OUTH, (E)AST, (W)EST. LOAD CALCULATIONS GROSS BUILDING AREA:37,040 SQ. FT BUILDING VOLTAGE:208 VOLTS PHASE 3 PHASE OCCUPANCY TYPE:BUSINESS GENERAL LOADS: LIGHTING LOAD W/ 125% DEMAND: 33,520 VA RECEPTACLE LOAD: 85,898 VA FIRST 10,000 VA @ 100% 10,000 VA REMAINDER @50% 37,949 VA ADJUSTED RECEPTACLE TOTAL LOAD: 47,949 VA SMALL APPLIANCE LOAD: 6,200 VA KITCHEN EQUIPMENT 18,688 VA MISC: 4,950 VA TOTAL LOAD: 29,838 VA HVAC LOADS: COOLING/HEATING 130,364 VA RESISTANCE HEATING: 19,902 VA EXHAUST: -VA WATER HEATING: 240 VA TOTAL: 150,505 VA EQUIPMENT LOADS: MACHINERY: -VA ELEVATOR: 22,517 VA PUMPS: -VA WELDERS: -VA AIR COMPRESSORS: 26,840 VA MOTORS -VA NET COMPUTED LOAD 311,169 VA NET COMPUTED LOAD (VA ¸ VOLTS ):864 AMPS FAULT CURRENT CALCULATION TABLE MAIN UTILITY COMPANY TRANSFORMER TRANSFORMER KVA AFC AT UTILITY %Z 3Ø 120/208V -1200A PAD MOUNTED 500 65,000 A 1.24% CONFIGURATION FEEDER SYSTEM FAULT CURRENT AT EQUIPMENT FULL OR SERIES RATED MINIMUM SYMMETRICAL EQUIPMENT AIC RATING FROM TO LENGTH SOURCE FAULT CURRENT FEEDER SIZE FEEDER S PER PHASE WIRE CONSTANT LINE TO LINE VOLTS XFMR SECONDAR Y VOLTS PHASE KVA %Z MOTOR LOAD TRANSFORMER UTILITY SWITCHBOARD SES 40'-0''65,000 AIC 300 AL 4 14,922 208 V 3Ø -47,698 AIC FULL 65,000 AIC SWITCHBOARD SES PANELBOARD LP 80'-0''47,698 AIC 1 AL 1 4,678 208 V 3Ø -6,121 AIC FULL 10,000 AIC SWITCHBOARD SES PANELBOARD P1 80'-0''47,698 AIC 250 AL 1 12,862 208 V 3Ø -13,744 AIC FULL 22,000 AIC SWITCHBOARD SES PANELBOARD P2 80'-0''47,698 AIC 3/0 AL 1 9,110 208 V 3Ø -10,628 AIC FULL 22,000 AIC SWITCHBOARD SES PANELBOARD KP 70'-0''47,698 AIC 1 AL 1 4,678 208 V 3Ø -6,870 AIC FULL 10,000 AIC SWITCHBOARD SES PANELBOARD MP 120'-0''47,698 AIC 350 AL 2 16,812 208 V 3Ø -19,730 AIC FULL 22,000 AIC SWITCHBOARD SES ELEVATOR DISC 115'-0''47,698 AIC 3 CU 1 4,802 208 V 3Ø -4,537 AIC FULL 10,000 AIC ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 PS RB 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/31/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 E-6.3 ELECTRICAL SCHEDULES ELECTRICAL SPECIFICATIONS GENERAL PROVISION A.REFERENCE 1.THE GENERAL CONDITIONS AND OTHER CONTRACT DRAWINGS AS SET FORTH IN THE FOREGOING PAGES ARE HEREBY INCORPORATED INTO AND BECOME A PART OF THE SPECIFICATIONS FOR WORK UNDER THIS TITLE, INSOFAR AS THEY APPLY HERETO. 2.ALL SPECIFICATIONS UNDER THIS DIVISION TITLE ARE DIRECTED TO AND ARE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR, UNLESS OTHER TRADES OR PERSONS ARE SPECIFICALLY MENTIONED, “ELECTRICAL CONTRACTOR” IS INFERRED AND INTENDED. B.CONTRACT DRAWINGS 1.THE DRAWINGS ACCOMPANYING THESE SPECIFICATIONS ARE COMPLEMENTARY EACH TO THE OTHER AND WHAT IS CALLED FOR BY ONE SHALL BE AS IF CALLED FOR BY BOTH. 2.CONSULT ALL CONTRACT DRAWINGS WHICH MAY AFFECT THE LOCATION OF EQUIPMENT, CONDUIT AND WIRING AND MAKE MINOR ADJUSTMENTS IN LOCATION TO SECURE COORDINATION. 3.WIRING LAYOUT IS SCHEMATIC AND EXACT LOCATIONS SHALL BE DETERMINED BY FIELD CONDITIONS. 4.OTHER THAN MINOR ADJUSTMENTS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR APPROVAL BEFORE PROCEEDING WITH THE WORK. C.JOB-SITE COPY OF DOCUMENTS 1.MAINTAIN AT THE SITE, ONE COPY OF ALL DRAWINGS, SPECIFICATIONS, ADDENDA APPROVED SHOP DRAWINGS, CHANGE ORDERS AND OTHER MODIFICATIONS, IN GOOD ORDER AND MARKED TO RECORD ALL CHANGES MADE DURING CONSTRUCTION. THESE SHALL BE AVAILABLE TO THE OWNER'S REPRESENTATIVE. THE DRAWINGS MARKED TO RECORD ALL CHANGES MADE DURING CONSTRUCTION SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE FOR THE OWNER UPON COMPLETION OF THE WORK. AN ADDITIONAL SET OF DRAWINGS WILL BE FURNISHED BY THE OWNER'S REPRESENTATIVE FOR THIS PURPOSE UPON REQUEST. D.MANUFACTURER'S DRAWINGS 1.THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT FOR REVIEW. (6) COPIES OF MANUFACTURER'S DRAWINGS AND WIRING DIAGRAMS. THE ENGINEER WILL REVIEW CONTRACTOR'S SHOP DRAWINGS AND RELATED SUBMITTALS (AS INDICATED BELOW) WITH RESPECT TO THE ABILITY OF THE DETAILED WORK, WHEN COMPLETE, TO BE A PROPERLY FUNCTIONING INTEGRAL ELEMENT OF THE OVERALL SYSTEM DESIGNED BY THE ENGINEER. BEFORE SUBMITTING A SHOP DRAWING OR ANY RELATED MATERIAL TO THE ENGINEER, CONTRACTOR SHALL: REVIEW EACH SUCH SUBMISSION FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES,AND OPERATIONS OF CONSTRUCTION, AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF CONTRACTOR: APPROVE EACH SUCH SUBMISSION BEFORE SUBMITTING IT; AND SO STAMP EACH SUCH SUBMISSION BEFORE SUBMITTING IT. THE ENGINEER SHALL ASSUME THAT NO SHOP DRAWING OR RELATED SUBMITTAL COMPRISES A VARIATION UNLESS CONTRACTOR ADVISES ENGINEER OTHERWISE VIA A WRITTEN INSTRUMENT WHICH IS ACKNOWLEDGED BY ENGINEER IN WRITING. THE ITEMS, TYPES OF SUBMITTALS AND RELATED MATERIAL (IF ANY) CALLED FOR ARE INDICATED BELOW: ITEMS TYPE SUBMITTALS REQUESTED LIGHTING AND POWER PANELS SHOP DRAWINGS LIGHTING FIXTURES CATALOG CUTS E.GUARANTEES 1.THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEFECTS, REPAIRS AND REPLACEMENTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF SUBSTANTIAL COMPLETION AS DETERMINED BY THE OWNER'S REPRESENTATIVE. PRODUCT GUARANTEES GREATER THAN ONE (1) YEAR SHALL BE PASSED ALONG TO THE OWNER FOR FULL BENEFIT OF THE MANUFACTURER'S WARRANTY. WORK INCLUDED A.INSTALLATION, MATERIALS, AND WORKMANSHIP 1.FURNISH AND INSTALL ALL NECESSARY ANCHORS, SUPPORTS, STRAPS, BOXES, FITTINGS AND OTHER SIMILAR APPURTENANCES NOT INDICATED ON THE DRAWINGS BUT WHICH ARE REQUIRED FOR A COMPLETE AND PROPERLY INSTALLED SYSTEM CONSISTENT WITH THE ARCHITECTURAL TREATMENT OF THE BUILDING. 2.THE ELECTRICAL CONTRACTOR, INSOFAR AS THE WORK IS CONCERNED, SHALL AT ALL TIMES KEEP THE PREMISES IN A NEAT AND ORDERLY CONDITION. AND AT THE COMPLETION OF THE WORK, SHALL PROPERLY CLEAN UP AND CART AWAY DEBRIS AND EXCESS MATERIALS. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF DUMPSTER & REFUSED DISPOSAL AS REQUIRED FOR ELECTRICAL WORK. 3.ALL MATERIALS SHALL BE NEW AND UNDETERIORATED AND OF A QUALITY NOT LESS THAN THE MINIMUM SPECIFIED. B.COORDINATION OF PLANS AND SPECIFICATIONS 1.CONTACT THE OWNER'S REPRESENTATIVE IMMEDIATELY IF THERE IS ANY QUESTIONS REGARDING THE MEANING OR INTENT OF EITHER PLANS OR SPECIFICATIONS, OR UPON NOTICING ANY DISCREPANCIES OR OMISSIONS IN EITHER PLANS OR SPECIFICATIONS. C.CUTTING AND PATCHING 1.ALL ELECTRICAL EQUIPMENT SHALL BE KEPT DRY AND CLEAN DURING THE CONSTRUCTION PERIOD. INTERIOR OF ALL ENCLOSURES SHALL BE CLEANED OF DIRT AND DEBRIS BEFORE INSTALLING TRIM OR COVERS. 2.ALL FINISHED SURFACES OF EQUIPMENT FURNISHED UNDER THIS CONTRACT SHALL BE THOROUGHLY CLEANED OF DIRT AND ALL SCRATCHED OR DAMAGED SURFACES SHALL BE TOUCHED UP WITH MATCHING MATERIALS BEFORE FINAL ACCEPTANCE OF THE WORK. 3.WHEN ALL WORK IS COMPLETED AND ALL WORK HAS BEEN SATISFACTORILY TESTED AND ACCEPTED BY THE OWNER'S REPRESENTATIVE, ALL CONDUIT AND OTHER EXPOSED SURFACES SHALL BE THOROUGHLY CLEANED. CODES AND FEES A.CODES: 1.ALL WORK PERFORMED UNDER THIS SPECIFICATION SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AS PREPARED AND PUBLISHED BY THE NATIONAL FIRE PROTECTION ASSOCIATION AND ANY APPLICABLE STATE OR LOCAL CODES. B.FEES: 1.OBTAIN AND PAY FOR ANY AND ALL PERMITS REQUIRED BY ALL LAWS AND REGULATIONS AND PUBLIC AUTHORITY HAVING SUCH JURISDICTION. TESTS AND INSPECTIONS A.OBTAIN ALL INSPECTIONS REQUIRED BY ALL LAWS, ORDINANCES, RULES, REGULATIONS OR PUBLIC AUTHORITY HAVING JURISDICTION AND OBTAIN CERTIFICATES OF SUCH INSPECTIONS AND SUBMIT SAME TO THE OWNER'S REPRESENTATIVE. PAY ALL FEES, CHARGES AND OTHER EXPENSES IN CONNECTION THEREIN. OBTAIN OCCUPANCY PERMIT AS REQUIRED BY OWNER. FINAL PAYMENT SHALL NOT BE MADE UNTIL OCCUPANCY PERMIT IS OBTAINED. B.WORK SHALL BE UNACCEPTABLE WHEN FOUND TO BE DEFECTIVE OR CONTRARY TO THE PLANS SPECIFICATIONS, CODES SPECIFIED OR ACCEPTED STANDARDS OF GOOD WORKMANSHIP. C.THE CONTRACTOR SHALL PROMPTLY CORRECT ALL WORK FOUND UNACCEPTABLE BY THE OWNER'S REPRESENTATIVE WHETHER OBSERVED BEFORE OR AFTER SUBSTANTIAL COMPLETION AND WHETHER OR NOT FABRICATED, INSTALLED OR COMPLETED. THE CONTRACTOR SHALL BEAR ALL COSTS OF CORRECTING SUCH UNACCEPTABLE WORK, INCLUDING COMPENSATION FOR THE OWNERS REPRESENTATIVE ADDITIONAL SERVICES MADE NECESSARY THEREBY. CONDUIT A.FURNISH AND INSTALL ALL CONDUITS, BOXES, FITTINGS, ETC., FOR A COMPLETE RACEWAY SYSTEM. B.ALL WIRING SHALL BE RUN IN EMT CONDUIT OR MC CABLE WITH GROUND CONDUCTOR UNLESS OTHERWISE NOTED. C.ALL CONDUIT SIZES STATED HEREIN OR MARKED ON THE DRAWINGS ARE MINIMUM SIZE AND SHALL BE NO LESS THAN 12" UNLESS OTHERWISE NOTED. D.ALL CONDUIT SHALL BE SUBSTANTIALLY SUPPORTED BY PIPE STRAPS OR SUITABLE CLAMPS OR HANGERS ATTACHED TO THE ELEMENTS OF THE BUILDING STRUCTURE TO PROVIDE RIGID INSTALLATION; IN NO CASE SHALL CONDUIT BE ATTACHED OR SUPPORTED FROM ADJOINING PIPE OR INSTALLED IN SUCH A MANNER AS TO PREVENT THE READY REMOVAL OF OTHER PIPE FOR REPAIRS. WIRE AND CABLE A.ALL CONDUCTORS SHALL BE COPPER AND OF THE AWG SIZE AND TYPE SHOWN ON THE DRAWINGS. WHERE NO SIZE OR TYPE IS SHOWN. CONDUCTORS SHALL NOT BE LESS THAN #12 TYPE XHHW, THHN, OR THWN. CONDUCTORS #8 AWG AND LARGER SHALL BE STRANDED COPPER AND HAVE 600 VOLT INSULATION; BE UL LABELED AND OF AMERICAN MANUFACTURER. B.ALL BRANCH CIRCUITS IN OFFICE AND COMMON AREAS SHALL BE MC CABLE. USE MEDICAL GRADE MC CABLE IN PATIENT CARE AREA.. C.ALL CONNECTIONS ARE TO BE MADE USING PRESSURE TYPE TERMINALS. D.THE FOLLOWING COLOR CODE SHALL BE USED: 120/240 VOLT 120/208 VOLT 277/480 VOLT PHASE A BLACK BLACK BROWN PHASE B RED RED ORANGE PHASE C BLUE YELLOW NEUTRAL WHITE WHITE WHITE GROUND GREEN GREEN GREEN E.CONDUCTORS NO. 10 AWG OR SMALLER SHALL HAVE INSULATION COLORED AS NOTED ABOVE. F.CONDUCTORS NO. 8 AWG OR LARGER SHALL HAVE INSULATION COLORED AS NOTED ABOVE OR COLORED TAPE, MINIMUM SIZE 12'', WRAPPED TWICE AROUND AT THE FOLLOWING POINTS: 1.AT EACH TERMINAL. 2.AT EACH CONDUIT ENTRANCE. 3.AT INTERVALS NOT MORE THAN 12 INCHES APART IN ALL BOXES, PANEL TUBS, SWITCHBOARDS, ETC. G.ALL BRANCH CIRCUITS SHALL BE MARKED IN THE PANEL BOARD GUTTERS. MARKERS SHALL INDICATE CORRESPONDING BRANCH--CIRCUIT NUMBERS. H.EACH BRANCH CIRCUIT REQUIRING A NEUTRAL SHALL BE FURNISHED WITH A SEPARATE INDIVIDUAL NEUTRAL CONDUCTOR. BOXES AND PLATES A.FURNISH AND INSTALL ALL OUTLET, JUNCTION, AND PULL BOXES AS INDICATED ON THE DRAWINGS AND AS NECESSARY TO INSTALL THE REQUIRED CONDUIT AND WIRING IN A NEAT AND WORKMANLIKE MANNER. B.PULL BOXES AND JUNCTION BOXES SHALL BE GALVANIZED AND OF THE CORRECT SIZE AND GAUGE, SIZED IN ACCORDANCE WITH CODE REQUIREMENTS AND SHALL BE U.L. LABELED. C.BOXES AT EXTERIOR AREAS TO BE WATERTIGHT AND DUST-TIGHT WITH CASKETED COVERS. D.ALL BOXES FOR EXPOSED WORK IN FINISHED SPACES SHALL BE ''FS'' TYPE WITH THREADED HUBS WITH RIGID CONDUIT RISER (DEEP WIRE MOLD BOXES). E.ALL BOXES SHALL BE RIGIDLY SUPPORTED INDEPENDENT OF THE CONDUIT SYSTEM. BOXES CAST INTO MASONRY OR CONCRETE ARE CONSIDERED TO BE RIGIDLY SUPPORTED. F.FLOOR BOXES: 1.DESCRIPTION: FLOOR BOXES COMPATIBLE WITH FLOOR BOX SERVICE FITTINGS PROVIDED IN ACCORDANCE WITH THE WIRING DEVICES SECTION OF THIS SPECIFICATION; WITH PARTITIONS TO SEPARATE MULTIPLE SERVICES; FURNISHED WITH ALL COMPONENTS, ADAPTERS, AND TRIMS REQUIRED FOR COMPLETE INSTALLATION. 2.USE CAST IRON OR NONMETALLIC FLOOR BOXES WITHIN SLAB ON GRADE. 3.USE SHEET-STEEL, CAST IRON, OR NONMETALLIC FLOOR BOXES WITHIN SLAB ABOVE GRADE. 4.METALLIC FLOOR BOXES: FULLY ADJUSTABLE (WITH INTEGRAL MEANS FOR LEVELING ADJUSTMENT PRIOR TO AND AFTER CONCRETE POUR). 5.MANUFACTURER: SAME AS MANUFACTURER OF FLOOR BOX SERVICE FITTINGS. G.UNDERGROUND BOXES/ENCLOSURES: 1.DESCRIPTION: IN-GROUND, OPEN BOTTOM BOXES FURNISHED WITH FLUSH, NON-SKID COVERS WITH LEGEND INDICATING TYPE OF SERVICE AND STAINLESS STEEL TAMPER RESISTANT COVER BOLTS. 2.SIZE: AS INDICATED ON DRAWINGS. 3.DEPTH: AS REQUIRED TO EXTEND BELOW FROST LINE TO PREVENT FROST UPHEAVAL, BUT NOT LESS THAN 12 INCHES. 4.APPLICATIONS: a.SIDEWALKS AND LANDSCAPED AREAS SUBJECT ONLY TO OCCASIONAL NONDELIBERATE VEHICULAR TRAFFIC: USE POLYMER CONCRETE OR COMPOSITE ENCLOSURE WITH MINIMUM SCTE 77, TIER 8 LOAD RATING. b.PARKING LOTS, IN AREAS SUBJECT ONLY TO OCCASIONAL NONDELIBERATE VEHICULAR TRAFFIC: USE POLYMER CONCRETE OR COMPOSITE ENCLOSURE WITH MINIMUM SCTE 77, TIER 15 LOAD RATING. c.DO NOT USE POLYMER CONCRETE ENCLOSURES IN AREAS SUBJECT TO DELIBERATE VEHICULAR TRAFFIC. H.COMPOSITE UNDERGROUND BOXES/ENCLOSURES: COMPLY WITH SCTE 77. WIRING DEVICES A.WIRING DEVICES SHALL BE SIMILAR TO THOSE LISTED BELOW AND OF SPECIFIED AMPERAGE. OTHER SPECIAL PURPOSE DEVICES SHALL BE AS SPECIFIED ON THE DRAWINGS. B.DUPLEX GROUNDING TYPE RECEPTACLE - 20 AMP, 125 VOLT 1.HUBBELL 5352 2.ARROW HART 5352 C.SINGLE POLE SWITCHES - 20 AMP, 120 VOLT D.WEATHERPROOF RECEPTACLES - 20 AMP, 125 VOLT - NEMA 5-20R 1.HUBBELL 5352 WITH 5205 COVER INTERMATIC GUARDIAN 2.I SERIES, NEMA 3R COVER 3.ARROW HART 5352 WITH 4500 COVER E.G.F.C.I. RECEPTACLE - 20 AMP, 125 VOLT - NEMA 5-20 R 1.HUBBELL GF 5262 WITH MATCHING NYLON COVER PLATE OR WO-26 W.P. COVER F.GROUND ALL RECEPTACLES IN ACCORDANCE WITH ARTICLE 250.146 OF NEC AND AS INDICATED IN THE GROUNDING SECTION OF THIS SPECIFICATION. IDENTIFICATION A.EACH PIECE OF SERVICE EQUIPMENT AND INDIVIDUAL SWITCHES, ALL DISCONNECTS, STARTERS, ALL EXHAUST FAN MANUAL STARTING SWITCHES. B.IDENTIFICATION SHALL BE IN THE FORM OF LAMINATED PLASTIC NAMEPLATES, BLACK RACE, WITH THE LETTERS ENGRAVED INTO THE WHITE BACKGROUND, MINIMUM ¼'' HIGH. PLATES SHALL BE DRILLED ON EACH END FOR SHEET METAL SCREW ATTACHMENT. NO “DYMO” OR SIMILAR TYPE LABELS WILL BE ALLOWED. C.PANEL BOARD DIRECTORY: A TYPED CIRCUIT DIRECTORY SHALL BE PROVIDED INDICATING LOCAL AREA SERVED AND LOCATION FOR EACH BRANCH CIRCUIT. GROUNDING A.ALL FEEDERS AND BRANCH CIRCUITS OVER 100 VOLTS SHALL INCLUDE A GROUNDING CONDUCTOR SIZED IN ACCORDANCE WITH NEC TABLE 250-122, EXCEPT NOT BE SMALLER THAN #12 FOR POWER AND LIGHTING CIRCUITS AND #14 FOR CONTROL CIRCUITS. ALL GROUND CONDUCTORS SHALL BE GREEN, OR AS SPECIFIED UNDER THE WIRE AND CABLE SECTION OF THIS SPECIFICATION. B.ALL GROUND CLAMPS SHALL BE PENN-UNION “GPL” TYPE OR SIMILAR BY O.Z. OR BURNDY. C.CONDUIT FOR SOLITARY GROUND CONDUCTORS SHALL BE RIGID SCHEDULE 40 PVC NON- METALLIC ELECTRICAL CONDUIT WITH U.L. LABEL SOLITARY GROUND CONDUCTORS SHALL NOT BE PLACED THROUGH METALLIC SLEEVES OR CONDUITS AND SHALL NOT BE COMPLETELY ENCIRCLED BY METALLIC HANGERS OR SUPPORTS. D.THE GROUND CONDUCTOR SHALL BE CONNECTED TO THE NEUTRAL IN ONLY TWO LOCATIONS -ON THE SUPPLY SIDE OF THE SERVICE DISCONNECT MEANS PER NEC--250--24 AND ON SEPARATELY DERIVED SYSTEMS PER NEC 250-30. E.AT EACH RECEPTACLE BOX, THE GROUND CONDUCTOR SHALL ENTER AND CONNECT, WITH NORMAL WIRING CONNECTOR, TO: 1) THE GROUND PIGTAIL TO RECEPTACLE: 2) THE GROUND PIGTAIL TO THE BOX GROUND SCREW; AND 3) THE OUTGOING GROUND CONDUCTOR TO NEXT DEVICE, IF NOT AT END OF RUN. METAL TO METAL CONTACT BETWEEN THE DEVICE YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE AS A BOND FOR EITHER SURFACE. MOUNTED BOXES OR FLUSH TYPE BOXES. F.CONDUIT SYSTEM SHALL BE ELECTRICALLY CONTINUOUS. ALL LOCK NUTS SHALL CUT THROUGH ENAMELED OR PAINTED SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND NON-CURRENT CARRYING METALS ARE ISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITH APPROVED CLAMPS. WHERE REDUCING WASHERS ARE USED AND WHERE CONCENTRIC OR ECCENTRIC KNOCKOUTS ARE NOT COMPLETELY REMOVED BONDING BUSHINGS SHALL BE REQUIRED. POWER AND LIGHTING PANELS A.FURNISH AND INSTALL, AS SCHEDULED AND SHOWN ON THE DRAWINGS, POWER PANELS FOR OPERATION ON VOLTAGES INDICATED. B.ALL TERMINATIONS SHALL BE MARKED “75°C ONLY”, “60/75° C” OR LISTED FOR USE OF 75° C INSULATED CONDUCTORS AT FULL 75° C AMPACITY. C.ALL BUS BARS SHALL BE SILVER OR TIN PLATED COPPER. D.CABINETS SHALL BE OF COMMERCIAL GALVANIZED SHEET STEEL, CODE GAUGE AND SIZE, SURFACE OR RECESSED MOUNTED AS CALLED FOR IN THE DRAWINGS. E.NEUTRAL ASSEMBLY SHALL HAVE INDIVIDUAL ANTI-TURN SOLDERLESS TERMINALS, SIMILAR TO SQUARE D TYPE PK, FOR CONNECTION OF ULTIMATE NUMBER OF NEUTRAL WIRES. SHEET METAL TERMINAL STRIPS AND CONNECTIONS WILL BE REJECTED. F.PANEL SHALL HAVE A COPPER GROUND BAR SIMILAR TO NEUTRAL BAR IN NUMBER, SIZE, AND TYPE OF ANTI-TURN SOLDERLESS LUGS. THIS GROUND BAR SHALL BE FACTORY BONDED TO THE PANEL TUB IN THE GUTTER SPACE OPPOSITE THE MAINS AND THE NEUTRAL ASSEMBLY AND SHALL HAVE THE SCREWDRIVER SLOTS FACING THE FRONT OF THE PANEL. G.QUALITY STANDARD: SQUARE D TYPE NQ. LIGHTING FIXTURES A.CONTRACTOR SHALL FURNISH AND INSTALL LIGHTING FIXTURES AS INDICATED IN FIXTURE SCHEDULE SHOWN ON DRAWINGS, AND SPECIFIED HEREIN. B.NEUTRAL ASSEMBLY SHALL HAVE INDIVIDUAL ANTI-TURN SOLDERLESS TERMINALS, SIMILAR TO SQUARE D TYPE PK, FOR CONNECTION OF ULTIMATE NUMBER OF NEUTRAL WIRES. SHEET METAL TERMINAL STRIPS AND CONNECTIONS WILL BE REJECTED. C.ALL LIGHTING FIXTURES INSTALLED BY THE ELECTRICAL CONTRACTOR SHALL BE FURNISHED COMPLETE WITH AS INDICATED ON THE FIXTURE SCHEDULE. D.ANY LIGHTING FIXTURES SCRATCHED, BENT, CRACKED OR IN ANY WAY DAMAGED BEFORE ACCEPTANCE BY OWNER SHALL BE REPLACED AT THIS CONTRACTOR'S EXPENSE. E.ALL LIGHTING FIXTURES SHALL BE IN WORKING ORDER AT THE TIME OF FINAL ACCEPTANCE OF THE WORK BY THE OWNER. F.ALL LIGHTING FIXTURES ARE TO BE GROUNDED ON THE INTERIOR OF THE FIXTURE HOUSING, ON CLEAN BARE METAL (FREE OF PAINT). BY USE OF PIGTAIL AND FASTENED BY A SCREW USED FOR NO OTHER PURPOSE. ALARM & DETECTION SYSTEMS A.SUMMARY 1.INCLUDES BUT NOT LIMITED TO: FURNISH AND INSTALL MICROPROCESSOR-CONTROLLED, INTELLIGENT REPORTING FIRE ALARM EQUIPMENT REQUIRED TO FORM A COMPLETE COORDINATED SYSTEM THAT IS READY FOR OPERATION. B.SYSTEM DESCRIPTION 1.THE FIRE ALARM SYSTEM SHALL COMPLY WITH REQUIREMENTS OF NFPA STANDARD NO. 72 FOR PROTECTED PREMISES SIGNALING SYSTEMS EXCEPT AS MODIFIED AND SUPPLEMENTED BY THIS SPECIFICATION. THE SYSTEM SHALL BE ELECTRICALLY SUPERVISED AND MONITOR THE INTEGRITY OF ALL CONDUCTORS. 2.THE SYSTEM SHALL BE AN ACTIVE/INTERROGATIVE TYPE SYSTEM WHERE EACH DEVICE IS REPETITIVELY SCANNED, CAUSING A SIGNAL TO BE TRANSMITTED TO THE MAIN FIRE ALARM CONTROL PANEL (FACP) INDICATING THAT THE ASSOCIATED INITIATING DEVICE AND NOTIFICATION APPLIANCE CIRCUIT WIRING IS FUNCTIONAL. LOSS OF SUCH A SIGNAL AT THE MAIN FACP SHALL RESULT IN A TROUBLE INDICATION AS SPECIFIED HEREINAFTER FOR THE PARTICULAR INPUT. 3.SYSTEM OPERATION: OPERATION OF MANUAL STATION OR AUTOMATIC ACTIVATION OF ANY SMOKE DETECTOR OR HEAT DETECTOR SHALL: a.CAUSE SYSTEM EVACUATION HORNS TO SOUND AND LAMPS TO FLASH. b.THE 80 CHARACTER LCD DISPLAY SHALL INDICATE ALL INFORMATION ASSOCIATED WITH THE FIRE ALARM CONDITION, INCLUDING THE TYPE OF ALARM POINT AND ITS LOCATION WITHIN THE PROTECTED PREMISES. c.INITIATE OFF-SITE ALARM NOTIFICATION. d.RELEASE MAGNETIC DOOR HOLDERS. e.INITIATE SHUT DOWN OF MECHANICAL UNITS WITH AIR FLOW IN EXCESS OF 2000CFM. f.INITIATE CLOSURE OF ALL FIRE/SMOKE DAMPERS. 4.WIRING: THE MULTIPLEX BUSS AND DATA COMMUNICATION BUS (OPTIONS BUS) SHALL BE WIRED WITH STANDARD NEC 760 COMPLIANT WIRING. ALL FACP SCREW TERMINALS SHALL BE CAPABLE OF ACCEPTING 14 AWG (1.8 MM) TO 18 AWG (1.2 MM) WIRE. ALL SYSTEM WIRING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 70, THE NATIONAL ELECTRICAL CODE (NEC) AND ALSO COMPLY WITH ARTICLE 760 OF THE NEC. C.QUALITY ASSURANCE 1.REGULATORY REQUIREMENTS a.SYSTEM SHALL MEET APPROVAL OF AUTHORITY HAVING JURISDICTION (AHJ). CHANGES OR ADDITIONS SHALL BE MADE TO THE SYSTEM AS REQUIRED WITHOUT ADDITIONAL COST TO OWNER. b.EQUIPMENT, DEVICES, AND CABLE SHALL BE UL OR FACTORY MUTUAL LISTED FOR USE IN FIRE ALARM SYSTEMS. c.DESIGNER QUALIFICATIONS: NICET LEVEL III OR IV (3 OR 4) CERTIFIED FIRE ALARM TECHNICIAN OR REGISTERED FIRE PROTECTION ENGINEER, EMPLOYED BY FIRE ALARM CONTROL PANEL MANUFACTURER, CONTRACTOR, OR INSTALLER. d.INSTALLER QUALIFICATIONS: FIRM WITH MINIMUM 3 YEARS DOCUMENTED EXPERIENCE INSTALLING FIRE ALARM SYSTEMS OF THE SPECIFIED TYPE AND PROVIDING CONTRACT MAINTENANCE SERVICE AS A REGULAR PART OF THEIR BUSINESS. 1)AUTHORIZED REPRESENTATIVE OF CONTROL UNIT MANUFACTURER; SUBMIT MANUFACTURER'S CERTIFICATION THAT INSTALLER IS AUTHORIZED; INCLUDE NAME AND TITLE OF MANUFACTURER'S REPRESENTATIVE MAKING CERTIFICATION. 2)INSTALLER PERSONNEL: FACTORY TRAINED AND CERTIFIED WITH AT LEAST 2 YEARS OF EXPERIENCE INSTALLING FIRE ALARM SYSTEMS. 3)SUPERVISOR: NICET LEVEL III OR IV (3 OR 4) CERTIFIED FIRE ALARM TECHNICIAN; FURNISH NAME AND ADDRESS. D.FACP COMPONENTS: 1.EQUIPMENT AND ACCESSORIES FURNISHED UNDER TERMS OF THIS SPECIFICATION SHALL BE STANDARD PRODUCTS OF SINGLE MANUFACTURER, OR INCLUDE WRITTEN STATEMENT BY CONTROL PANEL MANUFACTURER CONFIRMING COMPATIBILITY OF COMPONENTS AND INCLUSION OF THESE COMPONENTS UNDER SYSTEM WARRANTY. 2.THE MAIN FACP CENTRAL CONSOLE SHALL CONTAIN A MICROPROCESSOR BASED CENTRAL PROCESSING UNIT (CPU). THE FACP SHALL COMMUNICATE WITH AND CONTROL THE FOLLOWING TYPES OF EQUIPMENT USED TO MAKE UP THE SYSTEM: ADDRESSABLE DETECTORS, ADDRESSABLE MODULES, LOCAL AND REMOTE OPERATOR TERMINALS, ANNUNCIATORS, AND OTHER SYSTEM CONTROLLED DEVICES. a.THE MAIN FACP AND CENTRAL CONSOLE SHALL PERFORM THE FOLLOWING FUNCTIONS: b.SUPERVISE AND MONITOR ALL ADDRESSABLE DETECTORS AND MONITOR MODULES CONNECTED TO THE SYSTEM FOR NORMAL, TROUBLE AND ALARM CONDITIONS. c.SUPERVISE ALL NOTIFICATION CIRCUITS THROUGHOUT THE FACILITY. d.VISUALLY AND AUDIBLY ANNUNCIATE ANY TROUBLE, SUPERVISORY OR ALARM CONDITION ON OPERATOR'S TERMINAL, PANEL DISPLAY, AND ANNUNCIATORS. 3.THE FIRE ALARM CONTROL PANEL SHALL INCLUDE A FULL FEATURED OPERATOR INTERFACE CONTROL AND ANNUNCIATION PANEL WHICH SHALL INCLUDE A BACKLIT LIQUID CRYSTAL DISPLAY, INDIVIDUAL, COLOR CODED SYSTEM STATUS LEDS, AND AN ALPHA-NUMERIC KEYPAD FOR FIELD PROGRAMMING AND CONTROL OF THE FIRE ALARM SYSTEM. 4.THE SYSTEM SHALL INCLUDE EMERGENCY EVACUATION SIGNAL UTILIZING INTELLIGENCE SUCH THAT LOSS OF OPERATION BY THE MAIN FACP WILL NOT RESULT IN THE LOSS OF EVACUATION SIGNAL THROUGHOUT THE BALANCE OF THE BUILDING. 5.THE MAIN COMMUNICATION BUS (OPTIONS BUS) SHALL BE CAPABLE OF CLASS A OR CLASS B CONFIGURATION WITH A TOTAL BUS LENGTH OF 5,900 FEET (1,798 M). 6.OFF-SITE ALARM NOTIFICATION SYSTEM a.PROVIDE TELEPHONE LINE CONNECTION FROM TELEPHONE TERMINAL BOARD TO FIRE ALARM CONTROL PANEL. b.PROVIDE DIALER DEVICE TO NOTIFY OFF-SITE PERSONNEL OF ALARM OR ABNORMAL CONDITIONS. c.CONNECT TO FIRE ALARM CONTROL PANEL SO SPECIFIED CONDITIONS INITIATE OFF-SITE CALL. USE ONE ALARM CODE FOR ALARM AND SECOND CODE FOR SUPERVISORY/TROUBLE ALARM. 7.AUDIBLE HORN ALARM ANNUNCIATION a.PROVIDE SEPARATE AND DISTINCT ALARM SIGNALS FOR ALARM AND TROUBLE CONDITIONS. b.ALARM SIGNAL SHALL ALSO OPERATE STROBE LIGHTS, IF SPECIFIED. c.PROVIDE ALARM SILENCE SWITCHES AT CONTROL PANEL. d.TROUBLE ALARM SHALL BE HORN INTEGRAL TO CONTROL PANEL. e.SUPERVISORY ALARM MAY BE SAME AUDIBLE ALARM AS TROUBLE ALARM, BUT WITH SEPARATE VISUAL ANNUNCIATION. E.FIELD MOUNTED SYSTEM COMPONENTS 1.FIRE ALARM INITIATING DEVICES a.DUCT DETECTOR HOUSING: PROVIDE SMOKE DETECTOR DUCT HOUSING ASSEMBLIES TO MOUNT AN ADDRESSABLE DETECTOR ALONG WITH A STANDARD, RELAY OR ISOLATOR DETECTOR MOUNTING BASE. THE HOUSING SHALL ALSO PROTECT THE MEASURING CHAMBER FROM DAMAGE AND INSECTS. THE HOUSING SHALL UTILIZE AN AIR EXHAUST TUBE AND AN AIR SAMPLING INLET TUBE THAT EXTENDS INTO THE DUCT AIR STREAM UP TO TEN FEET. DRILLING TEMPLATES AND GASKETS TO FACILITATE LOCATING AND MOUNTING THE HOUSING SHALL ALSO BE PROVIDED. THE HOUSING SHALL BE FINISHED IN BAKED RED ENAMEL. REMOTE ALARM LED INDICATORS AND REMOTE TEST STATIONS SHALL BE PROVIDED. b.ADDRESSABLE SMOKE DETECTORS 1)CEILING MOUNTED, ADDRESSABLE PHOTOELECTRIC 2)UL LISTED COMPATIBLE WITH THE FIRE ALARM CONTROL PANEL. 3)SHALL HAVE A FLASHING STATUS LED FOR VISUAL SUPERVISION. WHEN THE DETECTOR IS ACTUATED, THE FLASHING LED WILL LATCH ON SOLID. THE LED SHALL FLASH AT A 1/SEC RATE IF THE CHAMBER IS OUT OF CALIBRATION RANGE. THE DETECTOR MAY BE RESET BY ACTUATING THE CONTROL PANEL'S RESET SWITCH. c.SMOKE DETECTOR GUARDS 1)UNDERWRITERS LABORATORIES TESTED AND LISTED BY FOR USE WITH THE SMOKE DETECTORS THEY PROTECT. 2)GUARD DESIGN SHALL NOT AFFECT THE DETECTOR OPERATING SENSITIVITY AND SHALL NOT REDUCE THE LISTED DETECTOR SPACING. 3)CONSTRUCTED OF 16-GAUGE STEEL WITH A BAKED WHITE FINISH TO MATCH THE DETECTORS. 4)TAMPERPROOF MOUNTING HARDWARE SHALL BE PROVIDED. d.ADDRESSABLE FIXED TEMPERATURE-ROR HEAT DETECTOR 1)ADDRESSABLE COMBINATION FIXED TEMPERATURE / RATE-OF-RISE 2)NOMINAL FIXED TEMPERATURE ALARM POINT RATING OF 135°F (57°C) AND A RATE OF RISE ALARM POINT OF 15°F(9°C) PER MINUTE. 3)RATED FOR CEILING INSTALLATION AT A MINIMUM OF 70 FT (21.3M) CENTERS AND BE SUITABLE FOR WALL MOUNT APPLICATIONS. e.DETECTOR BASES: STANDARD DETECTOR MOUNTING BASES SUITABLE FOR MOUNTING ON EITHER NORTH AMERICAN 1-GANG, 3½ OR 4 INCH OCTAGON BOX AND 4 INCH SQUARE BOX, OR EUROPEAN BESA OR 1-GANG BOX. THE BASE SHALL, CONTAIN NO ELECTRONICS AND SUPPORT ALL SERIES DETECTOR TYPES. f.ADDRESSABLE MANUAL STATION 1)ADDRESSABLE DOUBLE ACTION, SINGLE STAGE 2)POLYCARBONATE CONSTRUCTION WITH INTERNAL TOGGLE SWITCH. 3)FINISHED IN RED WITH SILVER "PULL IN CASE OF FIRE" LETTERING 4)SUITABLE FOR MOUNTING ON NORTH AMERICAN 2 ½ (64MM) DEEP 1-GANG BOXES AND 1 ½ (38MM) DEEP 4 SQUARE BOXES WITH 1-GANG COVERS. 2.FIRE ALARM ACTUATING DEVICES a.DOOR HOLDING DEVICES: DOOR RELEASE UNITS SHALL BE ELECTRICALLY OPERATED MAGNETIC DEVICES WHICH HOLD DOORS OPEN UNTIL RELEASED BY THE MAIN CONTROL UNIT. PROVIDE DOOR PLATES AND COORDINATE WITH THE GENERAL CONTRACTOR TO INSURE THAT THE PLATES ARE PROPERLY MOUNTED ON THE DOORS. b.NOTIFICATION APPLIANCES 1)LOW PROFILE HORN-STROBES a)AUDIBLE OUTPUT OF 92 DBA AT 10 FT. WHEN MEASURED IN REVERBERATION ROOM PER UL-464. b)INTEGRALLY MOUNTED FLASHING LIGHT UNIT WITH BLOCK LETTERS 'FIRE'. MULTI-CANDELA WITH FIELD-SELECTABLE SETTINGS OF 15CD, 30CD, 60CD, 75CD & 110CD, AND FLASH RATE BETWEEN ONE AND THREE HERTZ. ALL UNITS SHALL FLASH IN SYNCHRONIZATION WITH EACH OTHER. c)THE HORN SHALL HAVE A SELECTABLE STEADY OR SYNCHRONIZED TEMPORAL OUTPUT. d)IN AND OUT SCREW TERMINALS SHALL BE PROVIDED FOR WIRING. e)LOW PROFILE HORN/STROBES SHALL MOUNT IN A NORTH AMERICAN 1-GANG BOX. 2)LOW PROFILE STROBES a)PROVIDE LOW PROFILE WALL MOUNTED STROBES AT THE LOCATIONS SHOWN ON THE DRAWINGS. IN AND OUT SCREW TERMINALS SHALL BE PROVIDED FOR WIRING. STROBES SHALL PROVIDE SYNCHRONIZED FLASH OUTPUTS. STROBE OUTPUT SHALL BE DETERMINED AS REQUIRED BY ITS SPECIFIC LOCATION AND APPLICATION FROM A FAMILY OF 15CD, 30CD, 60CD, 75CD, OR 110CD DEVICES. LOW PROFILE STROBES SHALL MOUNT IN A NORTH AMERICAN 1-GANG BOX. 3.INITIATION & CONTROL MODULES a.RELAY MODULE 1)PROVIDE ADDRESSABLE CONTROL RELAY CIRCUIT MODULES AS REQUIRED. THE MODULE SHALL PROVIDE ONE (1) FORM C DRY RELAY CONTACTS RATED AT 24VDC @ 2 AMPS (PILOT DUTY) TO CONTROL EXTERNAL APPLIANCES OR EQUIPMENT. THE POSITION OF THE RELAY CONTACT SHALL BE CONFIRMED BY THE SYSTEM FIRMWARE. F.BATTERIES 1.SHALL BE 12 VOLT, GELL-CELL TYPE. 2.BATTERY SHALL HAVE SUFFICIENT CAPACITY TO POWER THE FIRE ALARM SYSTEM FOR NOT LESS THAN TWENTY-FOUR HOURS PLUS 5 MINUTES OF ALARM UPON A NORMAL AC POWER FAILURE. 3.THE BATTERIES ARE TO BE COMPLETELY MAINTENANCE FREE. NO LIQUIDS ARE REQUIRED. FLUID LEVEL CHECKS REFILLING, SPILLS AND LEAKAGE SHALL NOT BE REQUIRED. G.INSTALLATION 1.INSTALL FIRE ALARM AND DETECTION SYSTEMS AS INDICATED, IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S WRITTEN INSTRUCTIONS, AND COMPLYING WITH APPLICABLE PORTIONS OF NEC, NFPA AND NECA'S "STANDARD OF INSTALLATION". 2.INSTALL WIRING, RACEWAYS, CONDUCTORS, ELECTRICAL BOXES AND FITTINGS IN ACCORDANCE WITH CONDUIT, WIRE AND CABLE, AND BOXES AND PLATES SECTION OF THIS SPECIFICATION. 3.LABEL PULL AND JUNCTION BOXES "FIRE ALARM" WITH RED INDELIBLE INK. 4.LOOP WIRES THROUGH EACH DEVICE ON ZONE FOR PROPER SUPERVISION. TEE-TAPS NOT PERMITTED. 5.PROVIDE DUST PROTECTION FOR INSTALLED SMOKE DETECTORS UNTIL FINISH WORK IS COMPLETED AND BUILDING IS READY FOR OCCUPANCY. 6.PROTECT CONDUCTORS FROM CUTS, ABRASION AND OTHER DAMAGE DURING CONSTRUCTION. 7.MINIMUM CONDUCTOR SIZE SHALL BE 14 AWG UNLESS OTHERWISE SPECIFIED. 8.DO NOT INSTALL CEILING MOUNTED DETECTORS WITHIN 3 FEET OF AIR DISCHARGE GRILLS. COORDINATE WITH OTHER TRADES AS REQUIRED. 9.POST COPY OF WIRE IDENTIFICATION LIST INSIDE FIRE ALARM PANEL DOOR OR OTHER AREA ACCESSIBLE TO FIRE ALARM SERVICE PERSONNEL. 10.PROVIDE DUCT SMOKE DETECTORS FOR ALL MECHANICAL UNITS WITH AIR FLOW IN EXCESS OF 2000 CFM AND TIE INTO FIRE ALARM CONTROL PANEL. PROVIDE FAN SHUT DOWN CIRCUIT AND ASSOCIATED CONTROL EQUIPMENT FOR ALL REQUIRED MECHANICAL UNITS. 11.INSTALL CONDUCTORS AND MAKE CONNECTIONS TO ALL, WATER FLOW SWITCHES, VALVE TAMPER SWITCHES, LOW AIR PRESSURE SWITCHES, AND DOOR HOLDING DEVICES. 12.INSTALL CONDUCTORS AND MAKE CONNECTIONS TO ALL FIRE/SMOKE DAMPERS. REFER TO MECHANICAL DRAWINGS FOR EXACT NUMBER AND LOCATIONS. H.FIELD QUALITY CONTROL 1.TEST & INSPECTION a.ALL INTELLIGENT ADDRESSABLE DEVICES SHALL BE TESTED FOR CURRENT ADDRESS AND USER DEFINED MESSAGE. b.ALL WIRING SHALL BE TESTED FOR CONTINUITY, SHORTS, AND GROUNDS BEFORE THE SYSTEM IS ACTIVATED. c.ALL TEST EQUIPMENT, INSTRUMENTS, TOOLS AND LABOR REQUIRED TO CONDUCT THE TESTS SHALL BE MADE AVAILABLE BY THE INSTALLING CONTRACTOR. d.THE SYSTEM INCLUDING ALL ITS SEQUENCE OF OPERATIONS SHALL BE DEMONSTRATED TO THE OWNER, HIS REPRESENTATIVE, AND THE LOCAL FIRE INSPECTOR. IN THE EVENT THE SYSTEM DOES NOT OPERATE PROPERLY, THE TEST SHALL BE TERMINATED. CORRECTIONS SHALL BE MADE AND THE TESTING PROCEDURE SHALL BE REPEATED UNTIL IT IS ACCEPTABLE TO THE OWNER, HIS REPRESENTATIVES AND THE FIRE INSPECTOR. e.ALL FIRE ALARM TESTING SHALL BE IN ACCORDANCE WITH NATIONAL FIRE ALARM CODE, NFPA 72. I.MANUFACTURER'S FIELD SERVICE 1.INSTRUCT OWNER'S REPRESENTATIVE IN PROPER OPERATION AND MAINTENANCE PROCEDURES. 2.PROVIDE A MINIMUM OF 4 HOURS TRAINING. TELEPHONE/DATA SYSTEMS A.SUMMARY 1.INCLUDES BUT NOT LIMITED TO a.FURNISH AND INSTALL BUILDING TELEPHONE AND COMPUTER NETWORK RACEWAY AND CABLE SYSTEM AS DESCRIBED IN CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, RACEWAY, OUTLETS, MODULAR JACKS, DEVICE PLATES, CABLES, PUNCH DOWN BLOCKS, BACKBOARDS, CABINETS, PATCH PANELS, GROUNDING AND OTHER MISCELLANEOUS ITEMS REQUIRED FOR A COMPLETE SYSTEM. b.FURNISH AND INSTALL MAIN SERVICE RACEWAY AS DESCRIBED IN CONTRACT DOCUMENTS AND TO COMPLY WITH TELEPHONE COMPANY REQUIREMENTS. B.COMPONENTS 1.TELEPHONE OUTLET BOX SHALL BE SINGLE DEVICE BOX. 2.BUILDING TELEPHONE AND COMPUTER NETWORK SYSTEM CABLE a.23 GAUGE, SOLID TINNED COPPER, FOUR TWISTED PAIRS. CATEGORY 6 b.USE PLENUM-RATED CABLE IN CEILINGS AND AREAS USED FOR PLENUM AIR RETURN 3.TELEPHONE TERMINATION BLOCKS a.UL VERIFIED CATEGORY 6. b.110 TERMINATION WITH TIN LEAD PLATED IDC 4.NETWORK PATCH PANELS a.UL VERIFIED CATEGORY 6 b.110 TERMINATION WITH TIN LEAD PLATED IDC c.19" RACK MOUNT WITH BACKBOARD MOUNTING FRAME. d.48 PORTS 5.TELEPHONE/NETWORK JACKS a.WALL JACKS 1)CAT6 - HUBBELL HXJ6 OR ALTERNATE MANUFACTURER WITH EQUIVALENT PERFORMANCE STANDARD. b.PLATES 1)HUBBELL - IFP SERIES (PORT QUANTITY AS REQUIRED, COLOR BY ARCHITECT) 6.BACKBOARDS: INTERIOR GRADE PLYWOOD WITHOUT VOIDS, 3 4 INCH THICK; UL-LABELED FIRE RETARDANT. a.SIZE: 48 INCHES WIDE 96 INCHES HIGH. b.DO NOT PAINT OVER UL LABEL. c.PROVIDE ONE 48" MULTI-OUTLET POWER STRIP WITH INTEGRAL SURGE PROTECTION AND OUTLETS AT 6" O.C. (MINIMUM 7 OUTLETS) MOUNTED AT CENTER OF TERMINAL BOARD. 7.EQUIPMENT RACKS AND CABINETS: CEA-310 STANDARD 19 INCH WIDE COMPONENT RACKS. a.FLOOR MOUNTED RACKS: 16 GAGE STEEL CONSTRUCTION WITH CORROSION RESISTANT FINISH; VERTICAL AND HORIZONTAL CABLE MANAGEMENT CHANNELS, TOP AND BOTTOM CABLE TROUGHS, AND GROUNDING LUG. 8.CONNECTOR BLOCKS FOR CATEGORY 6 AND UP CABLING: TYPE 110 INSULATION DISPLACEMENT CONNECTORS; CAPACITY SUFFICIENT FOR CABLES TO BE TERMINATED PLUS 25 PERCENT SPARE. 9.PATCH PANELS FOR COPPER CABLING: SIZED TO FIT EIA STANDARD 19 INCH WIDE EQUIPMENT RACKS; 0.09 INCH THICK ALUMINUM; CABLING TERMINATED ON TYPE 110 INSULATION DISPLACEMENT CONNECTORS; PRINTED CIRCUIT BOARD INTERFACE. a.JACKS: NON-KEYED RJ-45, SUITABLE FOR AND COMPLYING WITH SAME STANDARDS CABLE TO BE TERMINATED; MAXIMUM 48 PORTS PER STANDARD WIDTH PANEL. b.CAPACITY: PROVIDE PORTS SUFFICIENT FOR CABLES TO BE TERMINATED PLUS 25 PERCENT SPARE PLUS MOUNTING SPACE FOR ALL ACTIVE COMPONENTS/EQUIPMENT REQUIRED TO CROSS-CONNECT TO ANY/ALL MODULAR JACK PORTS ON THE PATCH PANELS. c.LABELS: FACTORY INSTALLED LAMINATED PLASTIC NAMEPLATES ABOVE EACH PORT, NUMBERED CONSECUTIVELY; COMPLY WITH TIA/EIA-606 USING ENCODED IDENTIFIERS. d.PROVIDE INCOMING CABLE STRAIN RELIEF AND ROUTING GUIDES ON BACK OF PANEL. e.PATCH CORDS: PROVIDE ONE PATCH CORD FOR EACH PAIR OF PATCH PANEL PORTS. 10.CABLE MANAGEMENT a.EQUIP EACH RACK OR CABINET WITH VERTICAL CABLE SECTION. b.EQUIP EACH RACK OR CABINET WITH HORIZONTAL CABLE MANAGERS ABOVE AND BELOW EACH PATCH SECTION. 1)7 RINGS 2)6 PASS-THROUGH HOLES 3)HINGED FRONT COVER c.USE VELCRO CABLE WRAPS ON ALL CABLE - TIE WRAPS ARE NOT ACCEPTABLE. C.INSTALLATION 1.RUN 1" CONDUIT TO ACCESSIBLE CEILING SPACE FROM EACH OUTLET. INSTALL CABLE FROM TERMINAL BOARD TO EACH TELEPHONE/NETWORK OUTLET. 2.TERMINATE CABLES AT EACH OUTLET WITH SPECIFIED MODULAR JACK ASSEMBLY. 3.TERMINATE CABLES ON PUNCH DOWN BLOCKS OR PATCH PANELS AT TERMINAL BOARD. 4.PROVIDE TYPED LABELS AT ALL JACKS CORRESPONDING TO TYPED NUMBERING SYSTEM AT PATCH PANEL OR TERMINAL STRIP. D.QUALITY ASSURANCE 1.COMPLY WITH APPLICABLE PORTIONS OF NEC ANSI/EIA/TIA 568 AS TO TYPE PRODUCTS USED AND INSTALLATION OF COMPONENTS. PROVIDE PRODUCTS AND MATERIALS WHICH HAVE BEEN UL-LISTED AND LABELED. ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS Z: \ P r o j e c t s \ J 2 3 \ J 2 3 0 1 2 . 0 0 \ A r c h i t e c t u r a l \ 0 1 C o n t r a c t D o c u m e n t s \ 2 0 2 3 - 0 1 - 1 8 - R e v i t F i l e \ R e x b u r g \ R e v i t \ C o n n e c t i o n s _ R e x b u r g _ C . r v t 1/ 1 9 / 2 0 2 3 2 : 5 8 : 4 3 P M © 2023 CLARITY DESIGN GROUP 03.15.2023 PS RB 21058 CONNECTIONS LOT 13, LOT 14 450, 470 FIRST AMERICAN CIR REXBURG, ID 83440 FOR CONSTRUCTION #DATE DESCRIPTION THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THE INFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITH ROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS AND ADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW. COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR. 511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT 17 U.S.C. PAR. 301 (1991). COPYRIGHT ©JOB#DATE PLOTTED:03/31/2023 MECHANICAL PROVO, UTAH 84606 FAX: 801.375.2676 ELECTRICAL 1837 S. EAST BAY BLVD. PHONE: 801.375.2228 J23012.00 E-7.1 ELECTRICAL SPECIFICATIONS