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02 Architectural_Connections_Rexburg 230517-Reviewed-Approved
Author Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Description : Connections Therapy Address : 450 First American Cir Record Type : New Commercial Building Document Filename : 02 Architectural_Connections_Rexburg 230517.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 23-00172 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments G000 Stamp Cody Jones : Building Open 1 Approved - Building Inspector New Commercial Building Approval of plans does not constitute approval of variance from code 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 EQP. 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 5/ 8 / 2 0 2 3 4 : 5 7 : 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 TITLE SHEET G000 05.08.2023 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 REVISION LIST G002 GENERAL NOTES CIVIL C1 COVER / INDEX SHEET C2 NOTES / LEGEND C3 EXISTING & DEMOLITION PLAN C4 SITE PLAN C5 GRADING & UTILITY PLAN C6 CIVIL DETAILS C6.1 CIVIL & CITY STANDARDS C6.2 CITY STANDARDS C7 STORMTECH DETAILS C8 STORM WATER POLLUTION PREVENTION PLAN EXHIBIT C9 STORM WATER POLLUTION PREVENTION PLAN DETAILS C10 LANDSCAPE PLAN ARCHITECTURAL A0 CODE ANALYSIS A00 EGRESS DIAGRAMS 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 A2.2 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 A4.4 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 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 04.21.2023 Addendum 3 05.05.2023 Revision 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 3 3 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 5/ 9 / 2 0 2 3 1 1 : 3 8 : 4 3 A 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 REVISION LIST G001 05.08.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION ARCHITECTURE - REVISION SHEET LIST PAGE #SHEET NAME REVISION #REVISION DATE ISSUED BY Current Revision Description Revision Discription Addendum A1.4a ROOF PLAN 1 04.21.2023 AO Addendum A1.5a WALL PARTITION SCHEDULE 1 04.21.2023 AO Addendum A2.1 BUILDING ELEVATIONS 1 04.21.2023 AO Addendum A5.3 GYM STAIR PLANS & SECTIONS 1 04.21.2023 AO Addendum A5.6 ELEVATOR PLANS, SECTIONS & DETAILS 1 04.21.2023 AO Addendum A5.7 STAIR & RAILING DETAILS 1 04.21.2023 AO Addendum A6.1 LEVEL 1 R.R. INTERIORS - PLANS & ELEVATIONS 1 04.21.2023 AO Addendum A6.2 LEVEL 2 & 3 R.R. INTERIORS - PLANS & ELEVATIONS 1 04.21.2023 AO Addendum A6.3 MILLWORK ELEVATIONS & ENLARGED PLANS 1 04.21.2023 AO Addendum A6.4 MILLWORK ELEVATIONS 1 04.21.2023 AO Addendum A6.5 MILLWORK ELEVATIONS 1 04.21.2023 AO Addendum A6.8 MILLWORK DETAILS 1 04.21.2023 AO Addendum City Comments A0 CODE ANALYSIS 2 05.01.2023 AO City Comments A00 EGRESS DIAGRAMS 2 05.01.2023 AO City Comments A1.1 (LEVEL 1) EXTERIOR WALL LEGEND 2 05.01.2023 AO City Comments A4.1 WALL SECTIONS 2 05.01.2023 AO City Comments A4.2 WALL SECTIONS 2 05.01.2023 AO City Comments A4.3 WALL SECTIONS 2 05.01.2023 AO City Comments A4.4 WALL SECTIONS 2 05.01.2023 AO City Comments A8.2 GENERAL DETAILS 2 05.01.2023 AO City Comments Revision G000 TITLE SHEET 3 05.05.2023 AO Revision INDEX UPDATED A0.00 SITE PLAN 3 05.05.2023 AO Revision TRASH ENCLOSURE AND FENCING. A0.1 EXTERIOR PERIMETER FOOTING & FOUNDATION PLAN 3 05.05.2023 AO Revision COLUMN REMOVED A0.2 STEEL LOCATION PLAN 3 05.05.2023 AO Revision COLUMN REMOVED A0.3 INTERIOR FOUNDATION AND FOOTING PLAN 3 05.05.2023 AO Revision COLUMN REMOVED A1.1a (LEVEL 1) DIMENSION FLOOR PLAN 3 05.05.2023 AO Revision FIRE GLASS REMOVED AND DOOR REPLACED A1.1b (LEVEL 1) KEYNOTE FLOOR PLAN 3 05.05.2023 AO Revision FIRE GLASS REMOVED AND DOOR REPLACED A1.1c (LEVEL 1) REFLECTED CEILING PLAN 3 05.05.2023 AO Revision FIRE GLASS REMOVED. UPDATED MASONRY HEADER HEIGHTS. A1.1d (LEVEL1) FINISH PLAN 3 05.05.2023 AO Revision FIRE GLASS REMOVED AND DOOR REPLACED A1.1e FINISH PLAN LEGEND 3 05.05.2023 AO Revision ADDED "GYM" TO PAINTING FULL WALL FULL HEIGHT TO DECKING BEFORE TRANSITION OF COLOR A1.2a (LEVEL 2) DIMENSION FLOOR PLAN 3 05.05.2023 AO Revision FIRE GLASS REMOVED AND DOOR REPLACED A1.2b (LEVEL 2) KEYNOTE FLOOR PLAN 3 05.05.2023 AO Revision FIRE GLASS REMOVED AND DOOR REPLACED A1.2c (LEVEL 2) REFLECTED CEILING PLAN 3 05.05.2023 AO Revision FIRE GLASS REMOVED AND DOOR REPLACED. UPDATED MASONRY HEADER A1.2d (LEVEL 2) FINISH PLAN 3 05.05.2023 AO Revision FIRE GLASS REMOVED AND DOOR REPLACED A1.3a (LEVEL 3) DIMENSION FLOOR PLAN 3 05.05.2023 AO Revision FIRE GLASS REMOVED AND DOOR REPLACED A1.3b (LEVEL 3) KEYNOTE FLOOR PLAN 3 05.05.2023 AO Revision FIRE GLASS REMOVED AND DOOR REPLACED A1.3c (LEVEL 3) REFLECTED CEILING PLAN 3 05.05.2023 AO Revision FIRE GLASS REMOVED AND DOOR REPLACED A1.3d (LEVEL 3) FINISH PLAN 3 05.05.2023 AO Revision FIRE GLASS REMOVED AND DOOR REPLACED A2.0 BUILDING ELEVATION (ENLARGED) 3 05.05.2023 AO Revision FIREPLACE UPDATED A2.2 BUILDING ELEVATIONS 3 05.05.2023 AO Revision ADDED LIGHT FIXTURE A2.4 WINDOW SCHEDULE (INTERIOR) 3 05.05.2023 AO Revision FIRE GLASS REMOVED A5.1 STAIR PLANS & 3D REF. (134,206,315,401) 3 05.05.2023 AO Revision FIRE GLASS REMOVED. DOOR REPLACED A5.2 STAIR SECTIONS (134,206,315,401) 3 05.05.2023 AO Revision FIRE GLASS REMOVED. DOOR REPLACED A5.4 STAIR PLANS & 3D REF. (114,224,332) 3 05.05.2023 AO Revision FIRE GLASS REMOVED. DOOR REPLACED A5.5 STAIR SECTIONS (114,224,332) 3 05.05.2023 AO Revision FIRE GLASS REMOVED. DOOR REPLACED A6.9 EVENT CENTER CANOPY DETAILS 3 05.05.2023 AO Revision UPDATED CANOPY A7.1 DOOR SCHEDULE 3 05.05.2023 AO Revision REVISED DOOR SIZES A7.2 DOOR TYPES & DETAILS 3 05.05.2023 AO Revision DOOR TYPE ADDED A8.3 GENERAL DETAILS 3 05.05.2023 AO Revision TRASH ENCLOSURE DETAILS REMOVED ** 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 5/ 8 / 2 0 2 3 4 : 5 7 : 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 GENERAL NOTES G002 05.08.2023 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 707.5 CONTINUITY. FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/ CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR BECK ABOVE AND SHALL BE SECURELY ATTACHED THERETO. SUCH FIRE BARRIERS SHALL BE CONTINUOUS THROUGH CONCEALED SPACES, SUCH AS THE SPACE ABOVE A SUSPEND CEILING. JOINTS AND VOIDS AT INTERSECTIONS SHALL COMPLY WITH SECTION 707.8 AND 707.9. 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. 714 PENETRATIONS. ALL PENETRATIONS IN FIRE RATED WALLS WILL COMPLY WITH SECTION 714 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. 717 DUCTS AND AIR TRANSFER OPENING DUCTS AND DAMPERS MEET THE REQUIREMENTS OF SECTION 717 718 CONCEALED SPACES CONCEALED SPACES ARE FIRBLOCKED / DRAFTSTOPPED PER SECTION 718 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 STAIRS = 0.3 x 106 OCCUPANTS = 32 INCHES MIN. 1005.3.2 OTHER EGRESS COMPONENTS. THE CAPACITY, IN INCHES, OF MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH (5.1 MM) PER OCCUPANT. COMPONENTS MIN. WIDTH = 0.2 x OCCUPANT LOAD / FLOOR SECOND FLOOR BUSINESS =62 0.2 x 62 OCCUPANTS = 13 INCHES MIN. (REQUIRED) 6 COMPONENTS x 36" EACH =216 INCHES (PROVIDED) GYM =48 0.2 x 48 OCCUPANTS = 10 INCHES MIN. (REQUIRED) 2 COMPONENTS x 36" EACH =72 INCHES (PROVIDED) EVENT CENTER =226 0.2 x 226 OCCUPANTS = 46 INCHES MIN. (REQUIRED) 8 COMPONENTS x 36" EACH =288 INCHES (PROVIDED) 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. 1009 ACCESSIBLE MEANS OF EGRESS TO COMPLY WITH SECTION 1009. 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. 1110 RECREATIONAL FACILITIES 1110.3 OTHER OCCUPANCIES RECREATIONAL FACILITIES MOT FALLING WITHIN THE PURVIEW OF SECTION 1110.2 SHALL BE ACCESSIBLE 1110.4.10 EXERCISE MACHINES AND EQUIPMENT AT LEAST ONE OF EACH TYPE OF EXERCISE MACHINE AND EQUIPMENT SHALL BE ON THE ACCESSIBLE ROUTE. CHP. 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES TABLE 1505.1 MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION TYPE VB CONSTRUCTION = CLASS "C" ASSEMBLIES 1505.4 CLASS "C" ROOF ASSEMBLIES CLASS C ROOF ASSEMBLIES ARE THOSE THAT ARE EFFECTIVE AGAINST LIGHT FIRE-TEST EXPOSURE. CLASS "c" ROOF ASSEMBLIES AND ROOF COVERINGS SHALL BE LISTED AND IDENTIFIED AS CLASS C BY AN APPROVED TESTING AGENCY. 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 OCCUPANCY 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 5/ 8 / 2 0 2 3 4 : 5 7 : 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 CODE ANALYSIS A0 05.08.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 2 05.01.2023 City Comments DEFERRED SUBMITTAL'S SIGNAGE PERMIT, FIRE SPRINKLER SUBMITTAL, FIRE ALARM SUBMITTAL, MEP SEISMIC RESTRAINT, ROOF TRUSS SUBMITTAL. 2 2 2 2 2 VERIFY THE LOCATION AND NUMBER OF ELECTRICAL EMERGENCY LIGHTING AND EXIT SIGNAGE. COMPLY WITH THE MEANS OF EGRESS ILLUMINATION ( SECTION1008) AND EXIT SIGNS (SECTION 1013) 2 2 UPUPUP UPUP O.F.D. R.D. O.F.D. R.D. UPUPUP UPUP UPUPUP DN 9523 SF Connection Level 1 1476 SF Common Area 3514 SF Event Common Area Event Space 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 " 252 SF Common Area 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 " DIS. BETWEEN EXITS = 122'-0" 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 DIS. BETWEEN EXITS = 79'-6" 1178 SF Common Area5773 SF Connection Level 2 250 SF Event Common Area Event Space 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" 2786 SF Connection Level 3 1381 SF Common Area 2473 SF Suite 301 276 SF 2 Connections Office 279 SF Out Door Patio Common Area Lease Space 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 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 5/ 8 / 2 0 2 3 4 : 5 7 : 1 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 EGRESS DIAGRAMS A00 05.08.2023 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.1 62 1-A.2 83 1-A.3 62 1-A.4 76 1-B.1 66 1-B.2 70 1-B.3 65 1-B.4 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 SIDE EXITS = IS 79'-6 WHICH IS GREATER-THAN 58 DISTANCE BETWEEN FRONT AND BACK EXITS = IS 122'-0" WHICH IS GREATER-THAN 58 DISTANCE BETWEEN EXITS IN GYM = IS 73'-0" WHICH IS GREATER-THAN 58 ALL PATH'S OF TRAVEL ARE LESS THAN 300ft COMMON PATH DATA COMMON PATH DISTANCE (FT) 1-C.1 16 1-C.2 16 1-C.3 24 1-C.4 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 2 05.01.2023 City Comments scale:1/16" = 1'-0"A00 1 (LEVEL 1) -EGRESS PLAN scale: 1/16" = 1'-0"A00 2 (LEVEL 2) -EGRESS PLAN scale: 1/16" = 1'-0"A00 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 707.5 CONTINUITY. FIRE BARRIES SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/ CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR BECK ABOVE AND SHALL BE SECURELY ATTACHED THERETO. SUCH FIRE BARRIERS SHALL BE CONTINUOUS THROUGH CONCEALED SPACES, SUCH AS THE SPACE ABOVE A SUSPEND CEILING. JOINTS AND VOIDS AT INTERSECTIONS SHALL COMPLY WITH SECTION 707.8 AND 707.9. 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. 2 2 O OO Range G G G Po w e r Po w e r 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 O O O O O O O O O O SD SD SD SDOOOPROPERTY 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 LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINEPROPERTY LINE PROPERTY LINE 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 PER PLAYGROUND EQT. 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 16 17 9'-0" 9' - 8 " 4" 24 ' - 0 " 20 ' - 0 " 180'-0"9'-0"24'-0" 13 5 ' - 0 " 44'-0"24'-0"44'-0"24'-0"20'-0" 24'-0" 20 ' - 0 " 38 ' - 6 " 72 ' - 0 " 7' - 6 " 24 ' - 0 " 20 ' - 0 " 26'- 0 " 9' - 0 " 7' - 6 " 81 ' - 0 " 5' - 6 " 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 5'-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 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 F. V. FEN CIN G 14 5 '-6" F E N C I N G ( F . V .) 2 6'- 1 1 1 / 2 " F . V . F E N C I N G 1 0'- 6 " 32.12 32.12 FENCING 213'-10 1/2" FENCING (F.V.) 205'-3 1/2" FE N C I N G 56 ' - 0 " 37 ' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 5' - 0 " 8' - 0 " 22'-0" 32.10 6'-2" -6" -6" 0" 0" 0" 158'-0"22'-0" TYP. 9'-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 5/ 8 / 2 0 2 3 4 : 5 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 SITE PLAN A0.00 05.08.2023 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 1 04.21.2023 Addendum 2 05.01.2023 City Comments 3 05.05.2023 Revision 02. SITEWORK 02.01 EXISTING CONDITIONS /EQUIPMENT, SEE CIVIL DRAW INGS. 03. CONCRETE 03.19 6" CONCRETE SLAB OVER 5" GRUSHED AGGREGATE BASE 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 AND SHEET 6.1. 32.07 ASPHALT PAVING, SEE CIVIL SITE PLAN AND THE SOILS REPORT REQUIREMENTS FOR DESIGN REQUIREMENTS. 32.08 TRASH/DUMPSTER ENCLOSURE, SPLIT-FACE MASONRY TO MATCH BUILDING STANDARD. SEE DETAIL DRAWINGS ON CIVIL SHEET 6.1. 32.09 PARKING STRIPING. SEE SPECIFICATIONS AND CIVIL DRAWINGS. 32.10 ACCESSIBLE PARKING STALL SIGNAGE, POLE MOUNTED. TYP., SEE DETAILS ON SHEET 6/A8.3 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. 1 1 1 1 2 3 3 3 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 3'-6" 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 11 ' - 1 1 1 / 2 " 4' - 8 " 1' - 0 " 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 10" 10 " 10 " 8" 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" 100'-8" 100'-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 5/ 8 / 2 0 2 3 4 : 5 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 EXTERIOR PERIMETER FOOTING & FOUNDATION PLAN A0.1 05.08.2023 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 3 05.05.2023 Revision 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. 3 3 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" 16'-6 1/2" 6'-1" 6'-1" 9'-10" 15'-8"16'-0"8'-11"19'-3" 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" 4" 11'-6" 4'-5" 99'-0" 99'-0" 4" 05.01 05.24 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 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 5/ 8 / 2 0 2 3 4 : 5 7 : 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 STEEL LOCATION PLAN A0.2 05.08.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 3 05.05.2023 Revision 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. 3 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 5/ 8 / 2 0 2 3 4 : 5 7 : 2 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 INTERIOR FOUNDATION AND FOOTING PLAN A0.3 05.08.2023 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 3 05.05.2023 Revision 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. 3 ? • 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 SEE SHEET G003 FOR LOCATION OF 2 HOUR RATED WALL ASSEMBLY U913 SEE SHEET G003 FOR LOCATION OF 2 HOUR RATED WALL ASSEMBLY U913 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 5/ 8 / 2 0 2 3 4 : 5 7 : 2 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) EXTERIOR WALL LEGEND A1.1 05.08.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 2 05.01.2023 City Comments 2 2 2 BASE OF DESIGN BY WESTBROOK CONCRETE BLOCK BASE OF DESIGN BY WESTBROOK CONCRETE BLOCK 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 116A 102 122A 101A 114A 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 ' - 9 " 4' - 8 " 6 1 / 2 " 38 ' - 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" CLEAR 13'-0"5'-10"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 MASONRY 18'-1" MASONRY 7'-3" MASONRY 8'-8" MASONRY 14'-0" MASONRY 18'-0" MASONRY 7'-4" 5" EQ EQ 11 " EX-1Q EX-1Q 2 A2.0 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 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 " 1.9 A2.6 4 100 139C 136B 116 3' - 1 1 " 4' - 8 " 3' - 4 " 4' - 8 " 3' - 4 " 4' - 8 " 3' - 1 1 " 8" 3'-4" 114B 134 6' - 0 " 3' - 4 " 1' - 4 " EX-1R 1' - 4 " R. O . 5' - 4 " 1' - 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. 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. 17. PAINT VISIBLE CONDUIT, PIPING, BUILDING COMPONENTS, ACCESSORIES, DUCTWORK AND PIPING RACEWAY ACCESSORIES ABOVE RETURN AIR GRILLS WHEN RETURN AIR PLENUM IS DESIGNED. 18. HOLLOW METAL DOORS AND FRAMES SHALL BE PAINTED TO MATCH ADJACENT WALL, BOTH SIDES, UNLESS NOTED OTHERWISE .TYP. 19. 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 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 5/ 8 / 2 0 2 3 4 : 5 7 : 3 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 05.08.2023 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 3 05.05.2023 Revision 3 3 3 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 08.09 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 116A 102 122A 101A 114A 137 138 135 118 122B 120 110 128 122D 103B 101B 136A 136B 10.25 08.10 SN4 RA4 RA6 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 11.18 03.20 11.07 8" 22.05 116 100 114B 134 04.15 04.07 04.26 04.14 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 5/ 8 / 2 0 2 3 4 : 5 7 : 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 (LEVEL 1) KEYNOTE FLOOR PLAN A1.1b 05.08.2023 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 04.21.2023 Addendum 3 05.05.2023 Revision 12. FURNISHINGS 12.02 QUARTZ COUNTERTOP AND 4" SPLASH (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE FINISH 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 CONTRACTOR TO PROVIDE AND INSTALL 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 08.05 ALUMINUM STOREFRONT SYSTEM, COLOR TO MATCH EXTERIOR WALL SYSTEM. (TRIFAB 451 KAWNEER, C451 TRULITE 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 TO BE INSTALLED BY CONTRACTOR. VERIFY WITH OWNERS . 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 04.07 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. 04.14 PROVIDE BULLNOSED EDGE AT HEAD AND CORNERS IN SEALED HONED BLOCK. 04.15 STONE VENEER, SEE ELEVATION MATERIAL LEGEND. 04.26 FIRE GRADE STONE FLOOR AND BRICK SURROUND. 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 1 3 3 3 3 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 " 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" 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 C9 C9 C9 C9 10'-0" 8'-8"8'-8" 8'-0" 8'-8"7'-4" 09.20 4 5 ° 4 5 ° 04.23 04.23 04.25 04.25 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 GYM AND 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: PER MFR. 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 5/ 8 / 2 0 2 3 4 : 5 7 : 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 (LEVEL 1) REFLECTED CEILING PLAN A1.1c 05.08.2023 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 04.21.2023 Addendum 3 05.05.2023 Revision 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 TO BE INSTALLED BY CONTRACTOR. VERIFY WITH OWNERS . 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 1 3 3 04. MASONRY 04.23 8'-8" MASONRY HEADER A.F.F., PROVIDE GYP. BD. SOFFIT AS REQUIRED FOR DOOR. 04.25 MASONRY "U" HEADER WITH BULLNOSE TO MATCH JAMB AT HONDED FACED BLOCK. 3 3 3 3 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 H1 A2.4 J1 A2.4 M1 A2.4 N1 A2.4 A2.4D1 A2.4 E1 A2.4 F1 A2.4 K1 A2.4 L1 A6.4 9 8 10 O1 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 A6.372 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 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 09.28 09.28 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 116A 102 122A 101A 114A 137 138 135 118 122B 120 110 128 122D 103B 101B 136A 116 136B 139C 136C F12 C1 B1 W1 W1 -- F12 C5 B1 W1 W1 W1 W1 A9072 A907 1 04.14 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 5/ 8 / 2 0 2 3 4 : 5 7 : 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 (LEVEL1) FINISH PLAN A1.1d 05.08.2023 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 04.21.2023 Addendum 3 05.05.2023 Revision 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 ALL WINDOW SILLS VISABLE TO CONTACT 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. 09.28 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 FINISH 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 TO BE INSTALLED BY CONTRACTOR. VERIFY WITH OWNERS . 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. 1 3 3 04. MASONRY 04.14 PROVIDE BULLNOSED EDGE AT HEAD AND CORNERS IN SEALED HONED BLOCK. 3 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 TO THE LEVEL OF STANDARDS (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 GYM AND 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: PER MFR. 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 1 WALL ASSEMBLY THERMALLY BROKEN STOREFRONT ASSEMBLYNOTE: 1/2" CORIAN SILL WITH EASED EDGES STUD FURRING, VERIFY WITH WALL TYPE. 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 5/ 8 / 2 0 2 3 4 : 5 7 : 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 FINISH PLAN LEGEND A1.1e 05.08.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.21.2023 Addendum 3 05.05.2023 Revision 1 1 scale:1 1/2" = 1'-0"A1.1e 1 WINDOW SILL 1 1 1 3 • 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 5/ 8 / 2 0 2 3 4 : 5 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) EXTERIOR WALL LEGEND A1.2 05.08.2023 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 STORAGE 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 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 " EX T . S H E A T H I N G 2' - 2 " 8' - 7 1 / 2 " 8' - 0 " 8' - 7 1 / 2 " EX T . S H E A T H I N G 2' - 2 " 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 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" 200 206 224 8"3'-4" 8"4'-8" 3'-4"1'-4" EQ EQ 2' - 4 " 2' - 4 " 3' - 1 1 " 4' - 8 " 3' - 4 " 4' - 8 " 3' - 4 " 4' - 8 " 3' - 1 1 " 4'-1 1/2"4'-8"8'-3" 4' - 1 1 / 2 " 4' - 8 " 3' - 0 1 / 2 " 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. 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. 17. PAINT VISIBLE CONDUIT, PIPING, BUILDING COMPONENTS, ACCESSORIES, DUCTWORK AND PIPING RACEWAY ACCESSORIES ABOVE RETURN AIR GRILLS WHEN RETURN AIR PLENUM IS DESIGNED. 18. HOLLOW METAL DOORS AND FRAMES SHALL BE PAINTED TO MATCH ADJACENT WALL, BOTH SIDES, UNLESS NOTED OTHERWISE .TYP. 19. 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 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 5/ 8 / 2 0 2 3 4 : 5 7 : 5 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 2) DIMENSION FLOOR PLAN A1.2a 05.08.2023 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 3 05.05.2023 Revision 3 3 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 STORAGE 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 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 08.06 08.06 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 07.20 200 206 224 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 5/ 8 / 2 0 2 3 4 : 5 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) KEYNOTE FLOOR PLAN A1.2b 05.08.2023 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 3 05.05.2023 Revision 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, CT451 TRULITE 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. 08.08 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 ALL WINDOW SILLS VISABLE TO CONTACT 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 CONTRACTOR TO PROVIDE AND INSTALL 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 5/8" SHEATHING , 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. 3 3 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' - 3 1 / 2 " 8' - 7 1 / 2 " 8' - 0 " 8' - 7 1 / 2 " 2' - 3 1 / 2 " 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 8'-7" 04.24 04.24 04.25 04.257'-11" 7'-11" 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 GYM AND 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: PER MFR. 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 5/ 8 / 2 0 2 3 4 : 5 8 : 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 (LEVEL 2) REFLECTED CEILING PLAN A1.2c 05.08.2023 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 1 04.21.2023 Addendum 3 05.05.2023 Revision 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 TO BE INSTALLED BY CONTRACTOR. VERIFY WITH OWNERS . 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. 3 3 04. MASONRY 04.24 8'-7" MASONRY HEADER A.F.F., PROVIDE GYP. BD. SOFFIT AS REQUIRED FOR DOOR. 04.25 MASONRY "U" HEADER WITH BULLNOSE TO MATCH JAMB AT HONDED FACED BLOCK. 3 3 3 1 1 3 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 STORAGE 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 A2.4C2 A2.4 D2 A2.4 E2 A2.4 F2 A2.4 G2 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 09.28 09.28 09.27 F9 C1 B1 W1 W9 / W1 W6 S I M . W1 F2 C1 B1 W1 W1 W1 w1 09.28 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 223B 209 220 231B 233B 204 212 09.02 ADDED SHELVING ON REFERANCE SHEET A9072 12.32 1' - 6 " 2' - 1 1 " 1' - 6 " 2' - 1 1 " 1' - 0 " 4'-7 1/2" 2' - 1 0 " 4'-7 1/2" 2'-0" 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 5/ 8 / 2 0 2 3 4 : 5 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 2) FINISH PLAN A1.2d 05.08.2023 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 04.21.2023 Addendum 3 05.05.2023 Revision 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 ALL WINDOW SILLS VISABLE TO CONTACT 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. 09.28 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. 3 3 • 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 5/ 8 / 2 0 2 3 4 : 5 8 : 1 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 3) EXTERIOR WALL LEGEND A1.3 05.08.2023 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 A3.2 3 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 313 318 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"3'-4" 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 " 3'-4"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" 332 315 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. 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. 17. PAINT VISIBLE CONDUIT, PIPING, BUILDING COMPONENTS, ACCESSORIES, DUCTWORK AND PIPING RACEWAY ACCESSORIES ABOVE RETURN AIR GRILLS WHEN RETURN AIR PLENUM IS DESIGNED. 18. HOLLOW METAL DOORS AND FRAMES SHALL BE PAINTED TO MATCH ADJACENT WALL, BOTH SIDES, UNLESS NOTED OTHERWISE .TYP. 19. 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 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 5/ 8 / 2 0 2 3 4 : 5 8 : 1 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) DIMENSION FLOOR PLAN A1.3a 05.08.2023 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 3 05.05.2023 Revision scale:1/8" = 1'-0"A1.3a 1 FLOOR PLAN 3 3 UPUPUP 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 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 313 318 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 08.07 08.07 1.3 1.3 F.9 F.9 A.3 1.8 22.25 11.14 08.06 08.07 08.07 08.07 11.1211.10 11.11 08.01 12.02 12.03 04.17 23.04 22.06 22.02 22.03 08.06 09.19 09.02 09.02 09.03 11.12 12.03 08.08 08.07 08.07 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 08.08 08.07 08.0708.07 08.07 08.07 315 332 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 5/ 8 / 2 0 2 3 4 : 5 8 : 2 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) KEYNOTE FLOOR PLAN A1.3b 05.08.2023 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 04.21.2023 Addendum 3 05.05.2023 Revision 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, CT451 TRULITE 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. 08.07 SWING DOOR AND SIDELITE, (FALKBUILT OR APPROVED EQUAL), 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 ALL WINDOW SILLS VISABLE TO CONTACT 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 FINISH 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 1 1 1 1 1 1 3 3 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 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" 04.25 04.25 7'-10" 7'-10" 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 GYM AND 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: PER MFR. 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 5/ 8 / 2 0 2 3 4 : 5 8 : 2 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 (LEVEL 3) REFLECTED CEILING PLAN A1.3c 05.08.2023 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 04.21.2023 Addendum 3 05.05.2023 Revision 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. 3 3 04. MASONRY 04.25 MASONRY "U" HEADER WITH BULLNOSE TO MATCH JAMB AT HONDED FACED BLOCK. 3 1 1 3 UPUPUP DN 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 A2.4C3 A2.4 L3 A2.4 K3 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 300 313 318 332 315 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 5/ 8 / 2 0 2 3 4 : 5 8 : 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 (LEVEL 3) FINISH PLAN A1.3d 05.08.2023 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 04.21.2023 Addendum 3 05.05.2023 Revision 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 ALL WINDOW SILLS VISABLE TO CONTACT 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 FINISH 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. 3 3 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 5/ 8 / 2 0 2 3 4 : 5 8 : 3 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 05.08.2023 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 04.21.2023 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 MANUFACTURER 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 2 HOUR FIRE RATED WALL PER UL DESIGN NO. U913, REF: CODE ANALYSIS SHEET FOR DETAILS MASONRY WALL: FULL HEIGHT TO DECK 2 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 AND HAS 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 5/ 8 / 2 0 2 3 4 : 5 8 : 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 WALL PARTITION SCHEDULE A1.5a 05.08.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.21.2023 Addendum 1 1 11 (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 5/ 8 / 2 0 2 3 4 : 5 8 : 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 WALL PARTITION SCHEDULE A1.5b 05.08.2023 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 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 32.13 26.13 32.03 7' - 0 " 31.01 04.08 03.17 04.17 11'-6" B.O.BEAM 32.05 03.05 10"2'-0" REF: STR. 8" 05.33 2'-0"04.07 04.15 04.26 03.17 1" 1" S L O P E 2 1 / 2 " 05.30 11.24 04.0804.08 04.07 05.01 05.33 05.02 04.17 26.13 111'-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" 2'-4"CLEAR 4'-8" 8" 2" 3' - 2 " 3'-0"8'-4"3'-0" 04.08 04.07 2' - 4 " 4" 8" 04.15 03.17 04.28 1'-6"5'-4"1'-6" 1'-6" R.O. 5'-4"1'-6" 7' - 4 " 04.27 04.27 04.26 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 5/ 8 / 2 0 2 3 4 : 5 8 : 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 BUILDING ELEVATION (ENLARGED) A2.0 05.08.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: # DATE DESCRIPTION 3 05.05.2023 Revision 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. 04.26 FIRE GRADE STONE FLOOR AND BRICK SURROUND. 04.27 DASHED LINE REPRESENTS FIRE BRICK BEHIND FINISH. 04.28 STONE MANTLE. 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. 05.30 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 DOWN) 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 07.31 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 11.24 DASHED LINES REPRESENTS GAS LINE FOR OUT DOOR FIREPLACE SEE "M.E.P." DRAWINGS. scale:A2.0 GG 3D FIREPLACE VISUAL REFERENCE scale: 1/2" = 1'-0"A2.0 5 OUT DOOR FIREPLACE 3 3 3 3 3 3 3 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 5/ 8 / 2 0 2 3 4 : 5 8 : 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 BUILDING ELEVATIONS A2.1 05.08.2023 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, CT451 TRULITE 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 04.21.2023 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 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 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 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" 9' - 0 " EQ EQEQEQEQEQ EQ EQ 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 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 EQEQ 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 5/ 8 / 2 0 2 3 4 : 5 9 : 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 BUILDING ELEVATIONS A2.2 05.08.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: # DATE DESCRIPTION 3 05.05.2023 Revision 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 SLAB OVER 5" GRUSHED AGGREGATE BASE 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, CT451 TRULITE 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. 3 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. 7. ALL GLAZING ELEVATIONS ARE REFERENCE ON THE FINISH FLOOR PLANS, SEE SHEETS A1.1d, A1.2d AND A1.3d 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 (NOT USED) 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 5/ 8 / 2 0 2 3 4 : 5 9 : 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 WINDOW SCHEDULE (EXTERIOR) A2.3 05.08.2023 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. 7. ALL GLAZING ELEVATIONS ARE REFERENCE ON THE FINISH FLOOR PLANS, SEE SHEETS A1.1d, A1.2d AND A1.3d 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 (NOT USED) 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 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 7' - 0 " 3' - 0 " EQ EQ EQ EQ EQ F.V. 16'-1" DDDDD A2 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" 8' - 0 " D2 B G2 8' - 0 " 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 8' - 0 " 1'-0 3/4" F.V. 8'-2" 1'-0 3/4" SCHED. SEE DOOR C C A3 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 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 5/ 8 / 2 0 2 3 4 : 5 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 WINDOW SCHEDULE (INTERIOR) A2.4 05.08.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.21.2023 Addendum 3 05.05.2023 Revision LEVEL 1 INTERIOR LEVEL 2 INTERIOR LEVEL 1 INTERIOR LEVEL 3 INTERIOR ELEVATION IS LOOKING FROM INSIDE RM. 1 3 3 33 3 3 3 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" REF: STR. 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 5/ 8 / 2 0 2 3 4 : 5 9 : 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 WINDOW DETAILS A2.5 05.08.2023 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 5/ 8 / 2 0 2 3 4 : 5 9 : 1 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 WINDOW DETAILS A2.6 05.08.2023 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 A3.2 3 A4.52 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 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 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 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" 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 118120128122D 220 HALLWAY 331 204 212 136A 04.11 04.11 04.11 04.11 11.01 11.01 09.10 09.30 07.27 26.12 07.26 E1 E3 F 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 315 206 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 5/ 8 / 2 0 2 3 4 : 5 9 : 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 BUILDING SECTIONS A3.1 05.08.2023 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 MANUFACTURER 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, CT451 TRULITE 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. 08.08 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 ALL WINDOW SILLS VISABLE TO CONTACT 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 103A 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 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 STORAGE 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 5/ 8 / 2 0 2 3 4 : 5 9 : 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 BUILDING SECTIONS A3.2 05.08.2023 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 MANUFACTURER 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 08.06 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 PA I N T L I N E T O M A T C H L E V E L 2 24 ' - 5 " 09.10 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 09.21 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 09.21 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 09.03 05.07 10.22 07.18 04.11 GYM 122 EVENT CENTER 136 130'-0" T.O.WALL DECK BEARING ON SLOPE 26.25 09.21 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 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 5/ 8 / 2 0 2 3 4 : 5 9 : 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 WALL SECTIONS A4.1 05.08.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: # DATE DESCRIPTION 1 04.21.2023 Addendum 2 05.01.2023 City Comments 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 MANUFACTURER 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, CT451 TRULITE 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 ALL WINDOW SILLS VISABLE TO CONTACT 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. 09.19 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. 09.21 PAINTED 5/8" GYP. BD. FULL HEIGHT, TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE TO START AT STRUCTURAL DECKING. 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 03.02 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. 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 2 2 2 2 04. MASONRY 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. 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 06.04 09.26 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 STORAGE 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 09.21 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 5/ 8 / 2 0 2 3 5 : 0 0 : 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 WALL SECTIONS A4.2 05.08.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: # DATE DESCRIPTION 1 04.21.2023 Addendum 2 05.01.2023 City Comments 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 MANUFACTURER 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, CT451 TRULITE 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 ALL WINDOW SILLS VISABLE TO CONTACT 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. 09.21 PAINTED 5/8" GYP. BD. FULL HEIGHT, TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE TO START AT STRUCTURAL DECKING. SEE FINISH SCHEDULE. 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 2 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 09.21 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. 110'-1" PA I N T L I N E T O M A T C H L E V E L 2 24 ' - 5 " 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 5/ 8 / 2 0 2 3 5 : 0 0 : 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 WALL SECTIONS A4.3 05.08.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.21.2023 Addendum 2 05.01.2023 City Comments 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 MANUFACTURER 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 5/8" SHEATHING , OVER POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, (TRIFAB 451T KAWNEER, CT451 TRULITE 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 ALL WINDOW SILLS VISABLE TO CONTACT 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. 09.21 PAINTED 5/8" GYP. BD. FULL HEIGHT, TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE TO START AT STRUCTURAL DECKING. 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. 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 2 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 09.21 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 09.21 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 09.21 06.11 06.07 DECK BEARING 127'-10" BKR 320 OT /PT TREATMENT 218 MEZZANINE 212 SENSORY RM. 120 ADL PANTRY 119 05.34 06.16 09.21 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 09.21 07.10 5° 8 5 °9 5 ° 5° FACE OF SHEATHING 3'-2" 05.08 05.02 15 ' - 0 " 07.09 07.04 06.03 A8.1 6 A8.1 9 09.21 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 5/ 8 / 2 0 2 3 5 : 0 0 : 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 WALL SECTIONS A4.4 05.08.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.21.2023 Addendum 2 05.01.2023 City Comments 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 MANUFACTURER 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, CT451 TRULITE 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. 09.19 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. 09.21 PAINTED 5/8" GYP. BD. FULL HEIGHT, TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE TO START AT STRUCTURAL DECKING. SEE FINISH SCHEDULE. 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 2 2 2 2 2 2 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 5/ 8 / 2 0 2 3 5 : 0 0 : 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 A4.5 05.08.2023 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 MANUFACTURER 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, CT451 TRULITE 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 ALL WINDOW SILLS VISABLE TO CONTACT 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 2 2 212019181716151413 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. 135 135 24'-8" 10 ' - 8 " 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 05.09 134 08.06 1 A5.2 1 A5.2 2 A5.2 2 A5.2 D D EE 3 A5.2 3 A5.2 STAIR 206 22'-8"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 08.06 206 1 A5.2 1 A5.2 2 A5.2 2 A5.2 D D EE 3 A5.2 3 A5.2STAIR 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 08.06 315 1 A5.2 1 A5.2 2 A5.2 2 A5.2 6 D D EE 4.5 3 A5.2 3 A5.2 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 08.06 401 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 5/ 8 / 2 0 2 3 5 : 0 0 : 2 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 STAIR PLANS & 3D REF. (134,206,315,401) A5.1 05.08.2023 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 04.21.2023 Addendum 3 05.05.2023 Revision 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 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 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 ALL WINDOW SILLS VISABLE TO CONTACT 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 3 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" 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 5 134 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 " 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 " 3' - 7 " 206 315 134 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 5/ 8 / 2 0 2 3 5 : 0 0 : 2 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 (134,206,315,401) A5.2 05.08.2023 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 5/8" SHEATHING , 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 04.21.2023 Addendum 3 05.05.2023 Revision 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 ALL WINDOW SILLS VISABLE TO CONTACT 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 3 3 3 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 " 09.34F14 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 5/ 8 / 2 0 2 3 5 : 0 0 : 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 GYM STAIR PLANS & SECTIONS A5.3 05.08.2023 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 04.21.2023 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 ALL WINDOW SILLS VISABLE TO CONTACT 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 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 2 2 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 114A 114B 08.06 08.06 4' - 0 " 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 9' - 4 " 9' - 0 " 11 3/4" 05.12 05.15 05.11 09.02 05.13 08.06 224 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 9' - 4 " 2" 9' - 0 " 2" 05.21 332 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 5/ 8 / 2 0 2 3 5 : 0 0 : 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 STAIR PLANS & 3D REF. (114,224,332) A5.4 05.08.2023 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 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 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 3 05.05.2023 Revision NOTE: SEE NEXT PAGE FOR STAIR SECTION PROVIDE STAIRWAY IDENTIFICATION SIGNAGE PER. IBC 1023.9 SEE DETAIL 1/A8.3 09. FINISHES 09.02 ALL WINDOW SILLS VISABLE TO CONTACT 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 05.11 05.10 04.11 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 " 114B 224 332 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 5/ 8 / 2 0 2 3 5 : 0 0 : 3 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 STAIR SECTIONS (114,224,332) A5.5 05.08.2023 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, CT451 TRULITE OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 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 3 05.05.2023 Revision 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 ALL WINDOW SILLS VISABLE TO CONTACT 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. 3 3 3 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 5/ 8 / 2 0 2 3 5 : 0 0 : 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 ELEVATOR PLANS, SECTIONS & DETAILS A5.6 05.08.2023 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 MANUFACTURER 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 04.21.2023 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 5/ 8 / 2 0 2 3 5 : 0 0 : 4 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 05.08.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.21.2023 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 5/ 8 / 2 0 2 3 5 : 0 0 : 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 LEVEL 1 R.R. INTERIORS -PLANS & ELEVATIONS A6.1 05.08.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: # DATE DESCRIPTION 1 04.21.2023 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 FINISH 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 5/ 8 / 2 0 2 3 5 : 0 0 : 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 LEVEL 2 & 3 R.R. INTERIORS -PLANS & ELEVATIONS A6.2 05.08.2023 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 04.21.2023 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 " 6'-3"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 " ) 6' - 0 " (2 ' - 3 " ) 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"10"9'-2" 12.21 12.22 05.22 SIM. 1' - 6 " 1' - 0 " 1 1 / 2 " 1' - 6 1 / 2 " 1' - 0 " 4 A6.83 A6.8 09.0312.22 12.21 12.201" 2' - 4 1 / 2 " 1/ 2 " 1' - 0 " F.V. 1'-5 3/4" ON ANGLE 2'-11" 05.01 09.08 2' - 6 " 1"F.V. 4'-2 3/4" SIM. 12.23 A6.8 1 12.17 12.18 1'-3" 2' - 6 " 12.18 1'-3"09.08 12.06 3'-0" 2' - 6 " 11.06 12.04 OW N E R E Q T . VE R I F Y W / 12.06 A6.8 1 DASHED LINE TUBE STEEL POST AND LINTEL 1' - 0 " 2' - 6 " 1/2"5'-11" 1/2" 12.20 12.22 05.22 1'-4" 1/2" 8"6'-0"8" 1/2"1'-4" 1" 3' - 5 " 12.23 12.23 MITER CORNERS MITER CORNERS 1" 2' - 4 1 / 2 " 1/ 2 " 1' - 0 " 8"1/2" 3'-5 7/32" ANGLE ON 8"1/2" 3'-5 3/32"1'-6 7/8" 12.20 12.23 12.2205.22 12.22 8"1/2" 3'-5 9/16" ANGLE ON 1" 2' - 4 1 / 2 " 1/ 2 " 1' - 0 " 12.20 F.V. 4'-1 19/32" 12.23 05.22 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"12.04 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 5/ 8 / 2 0 2 3 5 : 0 1 : 0 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 05.08.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.21.2023 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 05.01 STEEL COLUMN, PAINTED WHERE EXPOSED. SEE STRUCTURAL DRAWINGS. 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.22 1/4" FLAT PLATE STEEL WITH EXPOSED MILL FINISH AND EASED EDGES. CORNERS SHALL HAVE 1-1/2" RADIUS. CUSTOM WATER-JET CUT OUT (PER OWNER) WITH BACK LIGHTING. INSTALL STEEL WITH OFFSET PER BACK LIGHTING REQUIRMENTS. 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 ALL WINDOW SILLS VISABLE TO CONTACT 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 FINISH 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. 12.20 DECORATIVE PANEL, 'TURBINE' TEXTURED PANEL SOELBERG OR APPROVED EQUAL. 12.21 RECEPTION DESK QUARTZ COUNTERTOP - WILSONART, COLOR: RIO UPANO (Q3008). 12.22 RECEPTION DESK QUARTZ TRANSITION TOP WATERFALL EDGE - WILSONART, COLOR: VIA AUGUSTA (Q4024). 12.23 BLACK BACKING WITH 1/2" REVEAL. 1" REVEAL AT BOTTOM. 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 08. OPENINGS 08.12 COMMERCIAL SLIDING RECEPTION/SERVICE WINDOW, (A CUTTING EDGE OR APPROVED EQUAL). 1 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 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 5/ 8 / 2 0 2 3 5 : 0 1 : 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 MILLWORK ELEVATIONS A6.4 05.08.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: # DATE DESCRIPTION 1 04.21.2023 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 ALL WINDOW SILLS VISABLE TO CONTACT 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 FINISH 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, CT451 TRULITE 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 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 5/ 8 / 2 0 2 3 5 : 0 1 : 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 MILLWORK ELEVATIONS A6.5 05.08.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: # DATE DESCRIPTION 1 04.21.2023 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 FINISH 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 (SALINAS OAK) 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 (COLOR WILSONART VIA AUGUSTA Q4024) 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 " QUARTZ SURFACE COUNTERTOP & QUARTZ 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 QUARTZ SURFACE COUNTERTOP & QUARTZ 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 (COLOR WILSONART VIA AUGUSTA Q4024) 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 (SALINAS OAK) 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 (COLOR WILSONART VIA AUGUSTA Q4024) 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 QUARTZ SURFACE COUNTERTOP & QUARTZ 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 5/ 8 / 2 0 2 3 5 : 0 1 : 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 MILLWORK DETAILS A6.8 05.08.2023 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 04.21.2023 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 1 1 1 1 1 1 1 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" 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 12"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" TY P . 6' - 0 " 8" TYP. 6'-0" 3" WEATHERED WOOD VENEER OVER 3/4" T&G PLYWOOD, SEE DETAIL 6/A6.9. VERIFY SIZE WITH AVAILIBILITY 3x3 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 6/A6.9 6"6" 6"6" 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 5/ 9 / 2 0 2 3 1 1 : 3 2 : 5 9 A 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 05.08.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 3 05.05.2023 Revision 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. 3 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 5/ 8 / 2 0 2 3 5 : 0 1 : 1 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 SCHEDULE A7.1 05.08.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION DOOR SCHEDULE Room Number Associated Room Door Number Fire Rating Hardware Type DOOR DOOR FRAME DETAILS Door Number CommentsType Material Width Height Type Material Threshold Jamb Head F.F. Level 1 102 ENTRANCE LOBBY 100 PER MFR. KEY-CARD ACCESS ELEVATOR S.S. 4'-0" 8'-0" PER MFR. ALUM. PER MFR. PER MFR.PER MFR. 100 101 VESTIBULE 101A - ENTRANCE A GLASS 6'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 101A 102 ENTRANCE LOBBY 101B ENTRANCE A GLASS 6'-0" 8'-0" 2 ALUM.- PER MFR. PER MFR. 101B 102 ENTRANCE LOBBY 102 - KEY-CARD ACCESS F GLASS 3'-0" 8'-0" PER MFR. PER MFR. - 1/A7.3 2/A7.3 102 103 VESTIBULE 103A ENTRANCE A GLASS 6'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 103A 104 WAITING 103B ENTRANCE A GLASS 6'-0" 8'-0" 2 ALUM. - PER MFR. PER MFR. 103B 105 RECEPT. 105 - LOCKING D WD 3'-6" 8'-0" - - - 14/A7.3 15/A7.3 105 LOCKING HARDWARE 106 KIDS 106 - PER MFR. F GLASS 3'-0 1/2" 8'-0" - - - 1/A7.3 2/A7.3 106 107 ADMIN. 107 - KEY-CARD ACCESS C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 107 108 CONSULT 108 - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 108 109 TESTING 109 - OFFICE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 109 110 ADMIN.STORAGE 110 - KEY-CARD ACCESS F GLASS 3'-2" 8'-0" PER MFR. PER MFR. - 1/A7.3 2/A7.3 110 111 TECHNOLOGY 111 - OFFICE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 111 112 FIRE RISER 112 - ENTRANCE E HM 3'-0" 7'-0" 1 HM 1/A7.2 7/A7.3 SIM. 7/A7.3 SIM. 112 113 I.T. 113 - STORAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 113 114 STAIR 114A - KEY-CARD ACCESS B GLASS 3'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 114A 114 STAIR 114B 1 hr. KEY-CARD ACCESS J WD 3'-0" 7'-8" 1 HM 4/A7.2 8/A7.3 9/A7.3 114B TRUDOOR OR APPROVED EQ. 116 - PER MFR. L GLASS /ALUM. PER MFR. PER MFR. SOCKET SILL PER MFR. PER MFR. 116 116 ADL FAMILY / LAUNDRY / BED RM. 116A - PER MFR. H GLASS 3'-7 1/4" 8'-0 1/4" PER MFR. ALUM. -4/A7.3 4/A7.3 116A 116 ADL FAMILY / LAUNDRY / BED RM. 116B - CLOSET C WD 5'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 116B DOUBLE DOOR 117 UNISEX R.R. W/ SHOWER 117 - PRIVACY C WD 3'-0" 8'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 117 118 ADL KITCHEN 118 - KEY-CARD ACCESS B GLASS 3'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 118 119 ADL PANTRY 119 - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 119 120 SENSORY RM. 120 - KEY-CARD ACCESS F GLASS 3'-0" 8'-0" PER MFR. PER MFR. - 1/A7.3 2/A7.3 120 121 STORAGE 121 - KEY-CARD ACCESS C WD 4'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 121 DOUBLE DOOR 122 GYM 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 122 GYM 122C - KEY-CARD ACCESS E HM 3'-8" 7'-0" 1 HM 1/A7.2 8/A7.3 9/A7.3 122C 122 GYM 122D - KEY-CARD ACCESS F GLASS 3'-0" 8'-0" PER MFR. PER MFR. - 1/A7.3 2/A7.3 122D 123 UNISEX R.R. 123 - PRIVACY C WD 3'-0" 8'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 123 124 JAN. 124 - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 124 122 GYM 125 - PER MFR. F GLASS 6'-0" 8'-0" PER MFR. - - 1/A7.3 2/A7.3 125 126 PT TREATMENT 126 - KEY-CARD ACCESS F GLASS 6'-0" 8'-0" PER MFR. - - 1/A7.3 2/A7.3 126 127 OT / PT TESTING / TREATMENT 127 - OFFICE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 127 128 ELECTRICAL RM. 128 - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 128 129 OT / PT TREATMENT 129 - OFFICE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 129 130 QUIET 130 - OFFICE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 130 LOCKING HARDWARE 131 STAFF UNISEX R.R. 131 - KEY-CARD ACCESS C WD 3'-0" 8'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 131 132 MENS 132 - PASSAGE C WD 3'-0" 8'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 132 133 WOMENS 133 - PASSAGE C WD 3'-0" 7'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 133 134 STAIR 134 1 hr. KEY-CARD ACCESS C WD 3'-0" 7'-8" 1 HM - 8/A7.3 9/A7.3 134 135 EVENT I.T. / STOR. 135 1.5 hr STORAGE C WD 3'-0" 7'-0" 1 HM -8/A7.3 9/A7.3 135 102 ENTRANCE LOBBY 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 136 EVENT CENTER 136C - ENTRANCE A GLASS 6'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 136C 136 EVENT CENTER 136D - ENTRANCE A GLASS 6'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 136D 137 EVENT STORAGE 137 1.5 hr. STORAGE C WD 6'-4" 7'-0" 1 HM - 8/A7.3 9/A7.3 137 DOUBLE DOOR 136 EVENT CENTER 138 - STORAGE C WD 3'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 138 136 EVENT CENTER 139A - PASSAGE C WD 3'-6" 8'-0" 1 HM - 7/A7.3 7/A7.3 139A 139 FOOD PREP ROOM 139B - ENTRANCE E HM 3'-8" 7'-0" 1 HM 1/A7.2 8/A7.3 9/A7.3 139B 140 OUTDOOR PATIO 139C - LOCKING MTL. / INS. 6'-0" 4'-8" PER MFR. PER MFR. PER MFR. 13/A7.3 12/A7.3 139C F.F. Level 2 201 LOUNGE 200 PER MFR. KEY-CARD ACCESS ELEVATOR S.S. 4'-0" 8'-0" PER MFR. ALUM. PER MFR. PER MFR.PER MFR. 200 201 LOUNGE 201 - KEY-CARD ACCESS F GLASS 3'-0" 8'-0" PER MFR. PER MFR. - 1/A7.3 2/A7.3 201 201 LOUNGE 202 - PRIVACY C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 202 203 UNISEX 203 - PRIVACY C WD 3'-0" 8'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 203 204 EVENT FAMILY 204 - PRIVACY C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 204 205 JAN. 205 - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 205 206 STAIR 206 1 hr. KEY-CARD ACCESS J WD 3'-0" 7'-7" 1 HM 4/A7.2 8/A7.3 9/A7.3 206 208 WOMENS 207 - PRIVACY C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 207 208 WOMENS 208 - PASSAGE C WD 3'-0" 7'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 208 209 MENS 209 - PASSAGE C WD 3'-0" 7'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 209 210 UNISEX STAFF R.R. 210 - KEY-CARD ACCESS C WD 3'-0" 8'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 210 211 STORAGE 211 STORAGE C WD 3'-0" 7'-0" 1 HM - 7/A7.3 7/A7.3 211 212 MEZZANINE 212 - KEY-CARD ACCESS F GLASS 3'-1" 8'-0" PER MFR. PER MFR. - 1/A7.3 2/A7.3 212 213 OT /PT TREATMENT 213A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 213A 213 OT /PT TREATMENT 213B - CLOSET C WD 4'-10" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 213B DOUBLE DOOR 214 SPEECH 15 214A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 214A 214 SPEECH 15 214B - CLOSET C WD 4'-7" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 214B DOUBLE DOOR 215 SPEECH 14 215A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 215A 215 SPEECH 14 215B - CLOSET C WD 5'-8" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 215B DOUBLE DOOR 216 SPEECH 16 216A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 216A 216 SPEECH 16 216B - CLOSET C WD 4'-7" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 216B DOUBLE DOOR 217 SPEECH 13 217A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 217A 217 SPEECH 13 217B - CLOSET C WD 5'-8" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 217B DOUBLE DOOR 218 OT /PT TREATMENT 218A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 218A 218 OT /PT TREATMENT 218B - CLOSET C WD 4'-7" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 218B DOUBLE DOOR 219 SPEECH 12 219A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 219A 219 SPEECH 12 219B - CLOSET C WD 5'-8" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 219B DOUBLE DOOR 212 MEZZANINE 220 - KEY-CARD ACCESS F GLASS 3'-1 1/2" 8'-0" PER MFR. PER MFR. - 1/A7.3 2/A7.3 220 # DATE DESCRIPTION 1 04.21.2023 Addendum 2 05.01.2023 City Comments 3 05.05.2023 Revision DOOR SCHEDULE CONTINUED Room Number Associated Room Door Number Fire Rating Hardware Type DOOR DOOR FRAME DETAILS Door Number CommentsType Material Width Height Type Material Threshold Jamb Head F.F. Level 2 221 STORAGE 221 - KEY-CARD ACCESS C WD 3'-0" 8'-0" 1 HM 221 222 SPEECH 11 222A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 222A 222 SPEECH 11 222B - CLOSET C WD 5'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 222B DOUBLE DOOR 223 SPEECH 10 223A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 223A 223 SPEECH 10 223B - CLOSET C WD 5'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 223B DOUBLE DOOR 224 STAIRS 224 1 hr. KEY-CARD ACCESS J WD 3'-0" 7'-7" 1 HM 4/A7.2 8/A7.3 9/A7.3 224 TRUDOOR OR APPROVED EQ. 225 SPEECH 9 225A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 225A 225 SPEECH 9 225B - CLOSET C WD 5'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 225B DOUBLE DOOR 226 SPEECH 6 226A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 226A 226 SPEECH 6 226B - CLOSET C WD 4'-10" 7'-0" 1 HM - 7/A7.3 7/A7.3 226B DOUBLE DOOR 227 SPEECH 8 227A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 227A 227 SPEECH 8 227B - CLOSET C WD 5'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 227B DOUBLE DOOR 228 SPEECH 5 228A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 228A 228 SPEECH 5 228B - CLOSET C WD 4'-10" 7'-0" 1 HM - 7/A7.3 7/A7.3 228B DOUBLE DOOR 229 SPEECH 7 229A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 229A 229 SPEECH 7 229B - CLOSET C WD 5'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 229B DOUBLE DOOR 230 SPEECH 4 230A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 230A 230 SPEECH 4 230B - CLOSET C WD 4'-10" 7'-0" 1 HM - 7/A7.3 7/A7.3 230B DOUBLE DOOR 231 STORAGE 231A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 231A 231 STORAGE 231B - CLOSET C WD 4'-10" 7'-0" 1 HM - 7/A7.3 7/A7.3 231B DOUBLE DOOR 232 SPEECH 3 232A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 232A 232 SPEECH 3 232B - CLOSET C WD 4'-10" 7'-0" 1 HM - 7/A7.3 7/A7.3 232B DOUBLE DOOR 233 SPEECH 1 233A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 233A 233 SPEECH 1 233B - CLOSET C WD 4'-10" 7'-0" 1 HM - 7/A7.3 7/A7.3 233B DOUBLE DOOR 234 SPEECH 2 234A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 234A 234 SPEECH 2 234B - CLOSET C WD 4'-10" 7'-0" 1 HM - 7/A7.3 7/A7.3 234B DOUBLE DOOR F.F. LEVEL 3 301 ELEVATOR LOBBY 300 PER MFR. KEY-CARD ACCESS ELEVATOR S.S. 4'-0" 8'-0" PER MFR. ALUM. PER MFR. PER MFR.PER MFR. 300 302 RECEPT. / WAITING 302B - KEY-CARD ACCESS F GLASS 6'-0" 8'-0" - - - 1/A7.3 2/A7.3 302B DOUBLE DOOR 302 RECEPT. / WAITING 303A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 303A 331 HALLWAY 303B - KEY-CARD ACCESS C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 303B 305 CONF. 305A - PER MFR. F GLASS 3'-0 1/2" 8'-0" - - - 1/A7.3 2/A7.3 305A 305 CONF. 305B - PER MFR. F GLASS 3'-0 1/2" 8'-0" - - - 1/A7.3 2/A7.3 305B 306 EX, OFFICE 306 - OFFICE C WD 3'-0" 8'-0" 3 HM PRIVACY 7/A7.3 7/A7.3 306 307 OFFICE 307 - EXAM C WD 3'-0" 8'-0" 4 HM PRIVACY 7/A7.3 7/A7.3 307 308 OFFICE 308 - EXAM C WD 3'-0" 8'-0" 4 HM PRIVACY 7/A7.3 7/A7.3 308 309 OFFICE 309 - EXAM C WD 3'-0" 8'-0" 4 HM PRIVACY 7/A7.3 7/A7.3 309 310 OFFICE 310 - EXAM C WD 3'-0" 8'-0" 4 HM PRIVACY 7/A7.3 7/A7.3 310 303 HALLWAY 311 - EXAM C WD 3'-0" 8'-0" 4 HM PRIVACY 7/A7.3 7/A7.3 311 312 BKR. 312 - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 312 312 BKR. 313 - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 313 301 ELEVATOR LOBBY 314 - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 314 315 STAIR 315 1 hr. KEY-CARD ACCESS J WD 3'-0" 7'-6" 1 HM 4/A7.2 8/A7.3 9/A7.3 315 317 WOMENS 316 - PRIVACY C WD 3'-0" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 316 317 WOMENS 317 - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 317 318 MENS 318 - PASSAGE C WD 3'-0" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 318 319 PANTRY / STORAGE 319 - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 319 331 HALLWAY 320 - KEY-CARD ACCESS F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 320 321 STORAGE 321A - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 321A 321 STORAGE 321B - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 321B 322 CONNECTION OFFICE 322 - OFFICE F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 322 323 CONNECTION OFFICE 323 - OFFICE F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 323 320 BKR 324A - PASSAGE F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 324A 325 OUTDOOR PATIO 324B - ENTRANCE B GLASS /ALUM. 3'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 324B 326 CONNECTION OFFICE 326A - OFFICE F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 326A 325 OUTDOOR PATIO 326B - ENTRANCE B GLASS /ALUM. 3'-0 1/2" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 326B 327 UNISEX R.R. 327 - PRIVACY C WD 3'-0" 8'-0" 2 ALUM. 4/A7.2 7/A7.3 7/A7.3 327 320 BKR 328A - OFFICE F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 328A 328 CONNECTIONS OFFICE 328B - ENTRANCE B GLASS /ALUM. 3'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 328B 330 CONNECTIONS OFFICE 330 - OFFICE F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 330 320 BKR 331 - KEY-CARD ACCESS F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 331 332 STAIR 332 1 hr. KEY-CARD ACCESS J WD 3'-0" 7'-6" 1 HM 4/A7.2 8/A7.3 9/A7.3 332 TRUDOOR OR APPROVED EQ. ROOF PLAN 401 STAIR 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 NOTES: 1. ALL EGRESS DOOR OPERATING HARDWARE SHALL BE INSTALLED 34” MIN. AND 48” MAX. IN ACCORDANCE WITH SECTION 1010.1.9.2 OF THE IBC. 2. PANIC HARWARE SHALL BE INSTALL AS PER IBC SECTION 1010.1.10 2 3 3 3 3 3 3 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 INSET-SLIDE 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" INSET-SLIDE 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. ALTERNATE INCLUDE TRULITE KAWNEER AA425 OR APPROVED EQUAL. WITH MEDIUM STILE SINGLE DOOR W/ 1" LOW-E INSULATED TEMPERED GLASS PROVIDE CONTINUOUS HINGE @ EXTERIOR WALL ALTERNATE INCLUDE TRULITE SINGLE FLUSH PANEL SOLID CORE WOOD DOOR - BUILDING STANDARD VENEER WITH HARDWOOD EDGES, FINISH TO BE "VT INDUSTRIES, OREGON DOOR, OR APPROVED 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, OREGON DOOR, OR APPROVED 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 NOTES CONTINUED: 5. ALL EGRESS DOOR OPERATING HARDWARE SHALL BE INSTALLED 34” MIN. AND 48” MAX. IN ACCORDANCE WITH SECTION 1010.1.9.2 OF THE IBC. 6. BELOW IS ALLOWABLE ACCESSIBLE HARDWARE PROFILES. J SEE DOOR SCHEDULE VARIES SE E D O O R S C H E D U L E VA R I E S TO B . O . G L A S S 34 " M A X . 2' - 9 " 6"3" KICKPLATE @ PUSH SIDE OF DOOR, WHERE SCHEDULED PANIC EXIT HARDWARE AS REQUIRED 1/4" CLEAR, TEMPERED GLASS 3/4" HARDWOOD FRAMED STOP AT CLASSROOM LITE SPECIES AND FINISH TO MATCH SLAB VENEER SINGLE FLUSH PANEL SOLID CORE WOOD DOOR W/ CLASSROOM LITE- HARDWOOD EDGES,FINISH TO BE "VT INDUSTRIES, OREGON DOOR, OR APPROVED EQ." FACTORY FINISH, BIRCH, RAVINE (RA18). 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 5/ 8 / 2 0 2 3 5 : 0 1 : 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 DOOR TYPES & DETAILS A7.2 05.08.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.21.2023 Addendum 2 05.01.2023 City Comments 3 05.05.2023 Revision 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 1 2 3 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 5/ 8 / 2 0 2 3 5 : 0 1 : 1 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 DOOR DETAILS A7.3 05.08.2023 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 5/ 8 / 2 0 2 3 5 : 0 1 : 1 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 DETAILS A8.1 05.08.2023 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 ACOUSTICAL 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 5/ 8 / 2 0 2 3 5 : 0 1 : 1 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 GENERAL DETAILS A8.2 05.08.2023 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 2 05.01.2023 City Comments 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 SUSPENDED CEILING TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS 2 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 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 5/ 8 / 2 0 2 3 5 : 0 1 : 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 GENERAL DETAILS A8.3 05.08.2023 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 # DATE DESCRIPTION 1 04.21.2023 Addendum 3 05.05.2023 Revision scale:1 1/2" = 1'-0"A8.3 2 ROOF DRAIN DETAIL 1 1 3