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Home My WebLink AboutPLANS - 23-00172 - Connections Therapy? ? ?? ? ?? ? ? ? ? ? scale: ?? ?? ? ? ?? ? ? ?- ? ? ? ? ? ? ?? ? ? ? ? ? NAME ELEVATION NAME ELEVATION 2 1 3 6 45 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. 2nd E. St.BARNEY DAIRY Rd.E. 4th N.FIRST AMERICAN Cr.BARNEY DAIRY Rd. A.B.C. AGGREGATE BASE COURSE A.F.F. ABOVE FINISH FLOOR ALUM. ALUMINUM BD. BOARD BKR. BREAKROOM B.O. BOTTOM OF (__________) C.J. CONSTRUCTION JOINT CMU CONCRETE MASONRY UNIT CONT. CONTINUOUS C.P. CENTER POINT DBL. DOUBLE DIA. DIAMETER E.J. EXPANSION JOINT E.Q. EQUAL EQPT. EQUIPMENT E.g. "for EXAMPLE" E.I.F.S. EXTERIOR INSULATION FINISH SYSTEM F.V. FIELD VERIFY F.O.C. FACE OF CONCRETE F.O.S. FACE OF STUD F.F. FINISH FACE F.F.E. FINISH FLOOR ELEVATION F.E. FIRE EXTINGUISHER F.D. FLOOR DRAIN GA. GAGE GYP. BD. GYPSUM BOARD H.C. RAMP HANDICAP RAMP HD. WD. HARD WOOD HT. HEGHT H.M. HOLLOW METAL HORIZ. HORIZONTAL H.W. HOT WATER I.E. "that is" ABBREVIATION LEGEND IT. INFORMATION TECHNOLOGY JAN. JANITOR LAV. LAVATORY M.H. MAN HOLE MFR. MANUFACTURER MTL. METAL N.I.C. NOT IN CONTRACT ORIEN. ORIENTAION OCC. OCCUPANCY O.C. ON CENTER OPP. OPPOSITE ORD. OVER FLOW ROOF DRAIN O.A.E. OR APPROVED EQUAL P.L. PLASTIC LAMINATE PLY WD. PLYWOOD P.T. PRESSURE TREATED RB. REBAR RCPT. RECEPTIONIST R.C.P. REFLECTED CEILING PLAN RD. ROOF DRAIN R.T.U. ROOF TOP UNIT SCHED. SCHEDULED SS. SANITARY SEWER SHT. SHEET SIM. SIMILAR S.D. STORM DRAIN T.O. TOP OF (__________) TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL WR. WATER RESISTANT W/ WITH W/O WITHOUT WD. WOOD ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:25:21 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 TITLE SHEET G000 04.12.2023 AO TA 21058CONNECTIONSFOR CONSTRUCTIONLOT 13, LOT 14450, 470 First American Cir REXBURG, ID 83440CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 INDEX TO DRAWINGS GENERAL G000 TITLE SHEET G001 GENERAL NOTES CIVIL C1 COVER / INDEX SHEET C2 NOTES / LEGEND C3 EXISTING & DEMOLITION PLAN C4 SITE PLAN C5 GRADING & UTILITY PLAN C6 CIVIL DETAILS C7 STORMTECH DETAILS C8 STORM WATER POLLUTION PREVENTION PLAN EXHIBIT C9 STORM WATER POLLUTION PREVENTION PLAN DETAILS C10 LANDSCAPE PLAN ARCHITECTURAL A0.00 SITE PLAN A0.1 EXTERIOR PERIMETER FOOTING & FOUNDATION PLAN A0.2 STEEL LOCATION PLAN A0.3 INTERIOR FOUNDATION AND FOOTING PLAN A1.1 (LEVEL 1) EXTERIOR WALL LEGEND A1.1a (LEVEL 1) DIMENSION FLOOR PLAN A1.1b (LEVEL 1) KEYNOTE FLOOR PLAN A1.1c (LEVEL 1) REFLECTED CEILING PLAN A1.1d (LEVEL1) FINISH PLAN A1.1e FINISH PLAN LEGEND A1.2 (LEVEL 2) EXTERIOR WALL LEGEND A1.2a (LEVEL 2) DIMENSION FLOOR PLAN A1.2b (LEVEL 2) KEYNOTE FLOOR PLAN A1.2c (LEVEL 2) REFLECTED CEILING PLAN A1.2d (LEVEL 2) FINISH PLAN A1.3 (LEVEL 3) EXTERIOR WALL LEGEND A1.3a (LEVEL 3) DIMENSION FLOOR PLAN A1.3b (LEVEL 3) KEYNOTE FLOOR PLAN A1.3c (LEVEL 3) REFLECTED CEILING PLAN A1.3d (LEVEL 3) FINISH PLAN A1.4a ROOF PLAN A1.5a WALL PARTITION SCHEDULE A1.5b WALL PARTITION SCHEDULE A2.0 BUILDING ELEVATION (ENLARGED) A2.1 BUILDING ELEVATIONS A2.3 WINDOW SCHEDULE (EXTERIOR) A2.4 WINDOW SCHEDULE (INTERIOR) A2.5 WINDOW DETAILS A2.6 WINDOW DETAILS A3.1 BUILDING SECTIONS A3.2 BUILDING SECTIONS A4.1 WALL SECTIONS A4.2 WALL SECTIONS A4.3 WALL SECTIONS A4.5 WALL SECTIONS A5.1 STAIR PLANS & 3D REF. (134,206,315,401) A5.2 STAIR SECTIONS (134,206,315,401) A5.3 GYM STAIR PLANS & SECTIONS A5.4 STAIR PLANS & 3D REF. (114,224,332) A5.5 STAIR SECTIONS (114,224,332) A5.6 ELEVATOR PLANS, SECTIONS & DETAILS A5.7 STAIR & RAILING DETAILS A6.1 LEVEL 1 R.R. INTERIORS - PLANS & ELEVATIONS A6.2 LEVEL 2 & 3 R.R. INTERIORS - PLANS & ELEVATIONS A6.3 MILLWORK ELEVATIONS & ENLARGED PLANS A6.4 MILLWORK ELEVATIONS A6.5 MILLWORK ELEVATIONS A6.8 MILLWORK DETAILS A6.9 EVENT CENTER CANOPY DETAILS A7.1 DOOR SCHEDULE A7.2 DOOR TYPES & DETAILS A7.3 DOOR DETAILS A8.1 DETAILS A8.2 GENERAL DETAILS A8.3 GENERAL DETAILS A8.4 GENERAL MILLWORK DETAILS G002 CODE ANALYSIS G003 EGRESS DIAGRAMS STRUCTURAL S1.0 GENERAL STRUCTURAL NOTES (GSN) S1.1 SPECIAL INSPECTIONS & TESTING S1.2 SCHEDULES S2.0 LEVEL 1 FOOTING & FOUNDATION PLAN S3.0 LEVEL 2 FLOOR FRAMING PLAN S3.1 EVENT CENTER ROOF FRAMING PLAN S3.2 LEVEL 3 FLOOR & ROOF FRAMING PLAN S3.3 ROOF FRAMING PLAN S3.4 TOP OF STAIRS ROOF FRAMING PLAN S4.0 FRAMING DETAILS S4.1 FRAMING DETAILS S4.2 FRAMING DETAILS S4.3 FRAMING DETAILS S4.4 FRAMING DETAILS S4.5 FRAMING DETAILS S4.6 FRAMING DETAILS S4.7 FRAMING DETAILS S4.8 FRAMING DETAILS S4.9 FRAMING DETAILS NORTHEAST SOUTHEAST SOUTHWEST NORTHWEST # DATE DESCRIPTION 1 04.19.2023 Addendum INDEX CONTINUED MECHANICAL M0.1 MECHANICAL NOTES & LEGENDS M1.1 FIRST FLOOR MECHANICAL PLAN M1.2 SECOND FLOOR MECHANICAL PLAN M1.3 THIRD FLOOR MECHANICAL PLAN M1.4 ROOF MECHANICAL PLAN M5.1 MECHANICAL DETAILS M5.2 MECHANICAL DETAILS M5.3 MECHANICAL DETAILS M6.1 MECHANICAL SCHEDULES M6.2 MECHANICAL SCHEDULES M7.1 MECHANICAL SPECIFICATIONS M7.2 MECHANICAL SPECIFICATIONS M7.3 MECHANICAL SPECIFICATIONS M8.1 VRF PIPING DIAGRAMS M8.2 VRF PIPING DIAGRAMS M8.3 VRF PIPING DIAGRAMS PLUMBING P0.1 GENERAL PLUMBING NOTES & LEGEND P1.1 FIRST FLOOR PLUMBING PLAN-WATER & GAS P1.2 FIRST FLOOR PLUMBING PLAN-SEWER P1.3 SECOND FLOOR PLUMBING PLAN-WATER & GAS P1.4 SECOND FLOOR PLUMBING PLAN-SEWER P1.5 THIRD FLOOR PLUMBING PLAN-WATER & GAS P1.6 THIRD FLOOR PLUMBING PLAN-SEWER P1.7 ROOF PLUMBING PLAN P5.1 PLUMBING DETAILS P5.2 PLUMBING DETAILS P5.3 PLUMBING DETAILS P6.1 PLUMBING SCHEDULE & SCHEMATICS P7.1 PLUMBING SPECIFICATIONS P7.2 PLUMBING SPECIFICATIONS ELECTRICAL E-0.1 ELECTRICAL COVER SHEET E-0.2 SITE ELECTRICAL PLAN E-0.3 SITE PHOTOMETRIC PLAN E-1.1 1ST FLOOR POWER PLAN E-1.2 SECOND FLOOR POWER PLAN E-1.3 THIRD FLOOR POWER PLAN E-1.4 ROOF POWER PLAN E-1.5 FIRST FLOOR LIGHTING PLAN E-1.6 SECOND FLOOR LIGHTING PLAN E-1.7 THIRD FLOOR LIGHTING PLAN E-5.1 ELECTRICAL DETAILS E-5.2 ELECTRICAL DETAILS E-5.3 ELECTRICAL DETAILS E-5.4 ELECTRICAL DETAILS E-6.1 ELECTRICAL SCHEDULES E-6.2 ELECTRICAL SCHEDULES E-6.3 ELECTRICAL SCHEDULES E-6.4 ELECTRICAL SPECIFICATIONS 1 ** IMPORTANT ** Bid & Construction documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to the work covered by sub-bids. Bidder assumes full responsibility for errors or misinterpretations resulting from use of partial sets of Bidding Documents by itself or any sub-bidder. Conflicting information or errors found in the bid or construction documents should be brought to the attention of the architect immediately so that questions and concerns may be clarified by addendum. In the event of a conflict in the drawings, bidder should not assume that the least expensive option will meet the project requirements. Documents represent the Project in whole, pricing should represent the same. 1. AT CONCLUSION OF THE WORK, GENERAL CONTRACTOR SHALL PROVIDE OWNER'S REPRESENTATIVE WITH ONE FULL-SIZE (24x36) HARD COPIES AND 1 C.D. WITH SCANNED *.PDF FILES AS PROJECT RECORD DRAWINGS. SEE SPECIFICATIONS. 2. ALL PRODUCTS ON THIS PROJECT SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS & SPECIFICATIONS GENERAL NOTES ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:25:23 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 GENERAL NOTES G001 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION CODE ANALYSIS APPLICABLE CODES: INTERNATIONAL BUILDING CODE - 2018 INTERNATIONAL MECHANICAL CODE - 2018 INTERNATIONAL PLUMBING CODE - 2018 NATIONAL ELECTRICAL CODE - 2020 INTERNATIONAL FIRE CODE - 2018 INTERNATIONAL FUEL GAS CODE - 2018 ICC/ANSI A117-1-2009 DESCRIPTION: IN GENERAL, THIS PROJECT INCLUDES THE CONSTRUCTION OF A NEW BUILDING AND SITE IMPROVEMENTS. THE NEW BUILDING WILL HOUSE OCCUPATIONAL PROFESSIONAL SERVICES (B – BUSINESS GROUP) AND ASSOCIATED BUSINESS OFFICES AND AN ACCESSORY GYM SPACE (B OCCUPANCY PER 303.1.2 AS NOTED BELOW). A PORTION OR THE BUILDING WILL BE USED AS AN EVENT CENTER (A-2) BANQUET HALL. THE CONSTRUCTION TYPE IS V-B. THE BUILDING WILL BE SPRINKLERED. THE EVENT CENTER AREA (A-2 OCCUPANCY WILL BE SEPARATED FROM THE REST OF THE BUILDING WITH A 2-HOUR RATED FIRE BARRIER. CHP. 3 USE & OCCUPANCY 303.1.2 SMALL ASSEMBLY SPACES A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 PERSONS AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY OR AS PART OF THAT OCCUPANCY. THE PROJECT HAS A GYM FOR THE KIDS TO PARTICIPATE IN OTHER OCCUPATIONAL THERAPY AND COORDINATION ACTIVITIES. THE OCCUPANT LOAD OF THIS SPACE IS 48 AND THEREFORE A PART OF THE ‘B’ OCCUPANCY OF THE BUILDING. 303.3 ASSEMBLY GROUP (A-2) DEFINED OCCUPANCY TO INCLUDE BANQUET HALLS 304.1 BUSINESS GROUP (B) DEFINED OCCUPANCY TO INCLUDE PROFESSIONAL SERVICES AREAS. CHP. 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY 424 CHILDREN’S PLAY STRUCTURES ALL EQUIPMENT INSTALLED IN THE GYM AREA THAT SHALL MEET THE REQUIREMENTS OF THIS SECTION CHP. 5 GENERAL BUILDING HEIGHTS & AREAS 502.1 ADDRESS NUMBERS SHALL BE VISIBLE FROM THE STREET TABLE 504.3 ALLOWABLE HEIGHT ABOVE GRADE PLANE: 60 FEET (TYPE V-B) TABLE 504.4 ALLOWABLE STORIES ABOVE GRADE PLANE: 2 STORIES (A-2 OCCUPANCY) ALLOWABLE STORIES ABOVE GRADE PLANS: 3 STORIES (B OCCUPANCY) TABLE 506.2 ALLOWABLE AREA FACTOR PER FLOOR A-2 OCCUPANCY = 18,000 S.F. 1ST FLOOR ACTUAL AREA = 3,386 S.F. B OCCUPANCY = 27,000 S.F. 1ST FLOOR ACTUAL AREA = 11,966 S.F. 2ND FLOOR ACTUAL AREA = 8,027 S.F. 3RD FLOOR ACTUAL AREA = 7,743 S.F. CHP. 6 TYPES OF CONSTRUCTION TABLE 601 TYPE V-B, FIRE RESISTIBLE RATING REQUIREMENTS: PRIMARY STRUCTURE: 0 HOURS EXTERIOR BEARING WALLS: 0 HOURS NON-BEARING INTERIOR: 0 HOURS FLOOR CONSTRUCTION: 0 HOURS ROOF CONSTRUCTION: 0 HOURS TABLE 602 FIRE RESISTIBLE RATING REQUIREMENTS FOR EXTERIOR WALLS: FIRE SEPARATION DISTANCE IS GREATER THAN 30'. FOR TYPE V-B THERE IS NO FIRE RESISTANCE RATING FOR EXTERIOR WALLS. CHP. 7 FIRE & SMOKE PROTECTION FEATURES TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS: NO LIMIT, GREATER THAN 30'-0" OF SEPARATION IN A SPRINKLERED BUILDING. TABLE 707.3.10 SEPARATION BETWEEN ‘B’ AND ‘A-2’ OCCUPANCY TO BE 2 HOURS 712.1.9 TWO-STORY OPENINGS ARE ALLOWED AND NOT REQUIRED TO BE ENCLOSED BECAUSE IT MEETS THE NOTED CRITERIA. 713.4 EXIT ACCESS STAIRWAYS ARE REQUIRED TO BE ENCLOSED BECAUSE THEY CONNECT MORE THAT 2 STORIES. THEY ARE REQUIRED TO HAVE A 1 HOUR RATING AND TREATED AS A SHAFT ENCLOSURE. TABLE 716.1 DOORS IN FIRE BARRIER WALL TO HAVE A 1 ½ HOUR RATING. INTERIOR DOORS IN STAIR ENCLOSURES ARE TO HAVE A 1 HOUR RATING. CHP. 8 INTERIOR FINISHES TABLE 803.11 THE FOLLOWING FINISH REQUIREMENTS APPLY: B OCCUPANCY: EXIT ACCESS STAIRWAYS = B-RATING. ROOMS AND CORRIDORS = C A-2 OCCUPANCY: ROOMS = C-RATED. CHP. 9 FIRE PROTECTION SYSTEMS 903 FIRE SPRINKLERS REQUIRED THROUGHOUT. 906 PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED PER INTERNATIONAL FIRE CODE. 907 REFER TO ELECTRICAL DRAWINGS FOR FIRE ALARM AND DETECTION SYSTEM. CHP. 10 MEANS OF EGRESS 1003.3 ALL PROTRUDING OBJECTS NEED TO COMPLY WITH THIS SECTION. TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT: OCCUPANT LOADS BUSINESS AREAS: 1 OCC/150 S.F.(GROSS) ASSEMBLY AREAS: (UNCONCENTRATED TABLES AND CHAIRS) 1 OCC/15 S.F. EXERCISE ROOMS: 50 GROSS STORAGE: 1 OCC/300 S.F. MAIN LEVEL: BUSINESS: 9,239 S.F. = 62 OCCUPANTS GYM: 2,370 S.F. = 48 OCCUPANTS EVENT CENTER (A-2) 3,386 S.F.: = 226 OCCUPANTS TOTAL = 336 OCCUPANTS LEVEL 2: OFFICE AREA: 8,027 S.F. = 54 OCCUPANTS LEVEL 3: OFFICE AREA: 7,743 S.F. = 52 OCCUPANTS TOTAL BUILDING OCCUPANTS = 442 OCCUPANTS 1005.3.1 EGRESS WIDTH STAIRWAYS MIN. WIDTH = 0.3 x OCCUPANT LOAD / FLOOR OTHER EGRESS COMPONENTS MIN. WIDTH = 0.2 x OCCUPANT LOAD / FLOOR SECOND FLOOR STAIRS = 0.3 x 106 OCCUPANTS = 32 INCHES MIN. FIRST FLOOR COMPONENTS = 0.2 x 336 OCCUPANTS = 68 INCHES MIN. TABLE 1006.3.2 MINIMUM NUMBER OF EXITS (2) EXITS REQUIRED TABLE 1006.3.3 (2) COMMON PATH OF EGRESS IS LIMITED TO 75 FEET. 1007.1.1 EXIT CONFIGURATION WHERE BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM THE DISTANCE BETWEEN EXITS SHALL NOT BE LESS THAN 1/3 THE OVERALL DIAGONAL DISTANCE OF THE SPACE. 1011 STAIRWAYS 1011.2.1 WIDTH AND CAPACITY MINIMUM WIDTH SHALL BE NO LESS THEN 36" SERVING OCCUPANCY LOAD LESS THAN 50. 1011.5.2 STAIR RISERS SHALL NOT EXCEED 7" IN HEIGHT NOR BE LESS THAN 4". 1014.2 HANDRAILS SHALL BE PROVIDED BETWEEN 34" AND 38" ABOVE STAIR NOSING'S. 1014.3.1 HANDRAILS SHALL BE BETWEEN 1 1/4" AND 2" IN DIAMETER. 1014.6 HANDRAIL EXTENSIONS SHALL BE 12" AND ENDS SHALL RETURN TO A WALL, GUARD, OR WALKING SURFACE. 1015.2 GUARDS ARE REQUIRED ALONG WALKING SURFACES, STAIRWAYS AND LANDINGS MORE THAN 30" ABOVE ADJOINING FINISH GRADE. 1015.3 GUARDS SHALL BE MIN. 42" HIGH. 1016.2 EGRESS THROUGH INTERVENING SPACES EGRESS THROUGH INTERVENING SPACES SHALL COMPLY WITH APPLICABLE ITEMS IN SECTION. 2. CAN EGRESS THROUGH ACCESSORY SPACES 5. EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, CLOSETS OR SPACES USED AS SIMILAR FUNCTION. TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE B OCCUPANCY: WITH SPRINKLER 300’ A OCCUPANCY: WITH SPRINKLER 250' 1019.3 ALL OCCUPANCIES OTHER THAN I-2 & I-3 EXIT STAIRWAY AND RAMPS SHALL BE ENCLOSED, EXCEPT, THOSE THAT SERVE OR ATMOSPHERICALLY COMMUNICATE BETWEEN ONLY (2) STORIES. 1020.1 CORRIDORS-CONSTRUCTION 4. CORRIDORS IN B OCCUPANCY NOT REQUIRED TO BE FIRE RATED CHP. 11 ACCESSIBILITY 1104.2 AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS AND FACILITIES ON THE SITE. 1105.1 AT LEAST 60% OF PUBLIC ENTRANCE SHALL BE ACCESSIBLE. 1106.1 ACCESSIBLE PARKING SHALL BE PROVIDED PER TABLE 1106.1. 1106.5 ONE OUT OF EVERY SIX ACCESSIBLE STALLS SHALL BE VAN ACCESSIBLE. 1109.2 TOILET ROOMS SHALL BE ACCESSIBLE. 1109.3 AT LEAST 5% OF SINKS PROVIDED SHALL BE ACCESSIBLE. (EXCEPTION: SERVICE SINKS) 1109.9 MINIMUM 5% OF LOCKERS SHALL BE ACCESSIBLE. 1109.12.1 MINIMUM 5% OF DRESSING ROOMS SHALL BE ACCESSIBLE. CHP. 29 PLUMBING SYSTEMS TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES B OCCUPANCY = 216 A-2 OCCUPANCY = 226 NOTE: ALL FIXTURE COUNTS NOTED BELOW AS “PROVIDED”ARE CONSTRUCTED AS A PART OF THE BUSINESS TENANT IMPROVEMENTS OF CONNECTIONS THERAPY SPACE. THE FIXTURES REQUIRED OF THE A-2 OCCUPANCY SPACE WILL BE PROVIDE AS A PART OF THE A-2 OCCUPANY TENANT IMPROVEMENTS. WATER CLOSETS B OCCUPANCY: 1 PER 25 FOR FIRST 50; 1 PER 50 FOR REMAINDER EXCEEDING 50 A-2 OCCUPANCY: 1 PER 75 TOTAL REQUIRED = 6 (B) + 3 (A) = 9 FIXTURES TOTAL PROVIDED: WOMEN 9 FIXTURES MEN 9 FIXTURES UNISEX 6 FIXTURES LAVATORIES B OCCUPANCY: 1 PER 40 FOR FIRST 80; 1 PER 80 FOR REMAINDER EXCEEDING 80 A-2 OCCUPANCY: 1 PER 200 TOTAL REQUIRED: 4 (B) + 2 (A) = 5 FIXTURES TOTAL PROVIDED: WOMEN 6 LAVATORIES MEN 6 LAVATORIES UNISEX 6 LAVATORIES DRINKING FOUNTAINS B OCCUPANCY: 1 PER 100 A-2 OCCUPANCY: 1 PER 500 TOTAL REQUIRED: 4 FIXTURES TOTAL PROVIDED: 13 FIXTURES SERVICE SINKS B OCCUPANCY: 1 REQUIRED A-2 OCCUPANCY: 1 REQUIRED TOTAL PROVIDED: 4 CODE ANALYSIS CONTINUED ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:25:23 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 CODE ANALYSIS G002 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION DEFERRED SUBMITTAL'S SIGNAGE PERMIT, FIRE SPRINKLER SUBMITTAL, FIRE ALARM SUBMITTAL, MEP SEISMIC RESTRAINT, ROOF TRUSS SUBMITTAL. UPUPUP UPUP O.F.D. R.D. O.F.D. R.D. UPUPUP UPUP UPUPUP DN 9893 SF Connection Level 1 379 SF Common Area RR 90 SF shaft 865 SF Common Area 3420 SF Event Circulation Common Area Event Space Incidental Use Major Vertical Penetration Office Space D IS . B E T W E E N E X IT S = 7 8 '-0 "M A X D IA G O N A L D IS T A N C E = 8 7 '-1 1 1 /8 "81 SF Incidental use 64 SF Incidental use DIS. B E T W E E N E XIT S = 73'-0" M AX D IA G O N A L D IS TAN C E = 172'-0"D I S . BE T W E EN EX I T S = 1 1 7 '-0 " DIS. BETWEEN EXITS = 122'-0" DIS. BETWEEN EXITS = 101'-0" 118 SF Incidental use DI S. BETWEEN EXI TS = 40'-0"2-HOUR BARRIER 2-HOUR BARRIER716 SF Common Area90 SF Shaft384 SF Common Area RR 5754 SF Connection Level 2 217 SF Stair 255 SF STAIR (MVP) 261 SF Event 67 SF Incidental use 17 SF Shaft Circulation Common Area Event Space Incidental Use Major Vertical Penetration Office Space M A X D IA G O N A L D IS T A N C E = 1 2 0 '-0 "DIS. BET W EEN EXITS = 81'-0" 2-B.1 2-C.1 2-A.1 2-A.1 2-A.2 2-C.2 2-A.2 2-B.22-B.2 2-B.2 2-B.1 2-C.1 2-C.2 MAX DIAGONAL DISTANCE = 132'-0" 2787 SF Connection Level 3 106 SF Incidental use 869 SF Common Area 2491 SF Suite 301 385 SF Common Area RR 288 SF Connections Office SF or Patio 90 SF Shaft 218 SF Stair 258 SF Stair (MVP) 17 SF Shaft Circulation Common Area Incidental Use Lease Space Major Vertical Penetration Office Space 3-A.1 3-A.1 3-A.1 3-B.1 3-B.1 3-B.1 3-B.1 3-B.1 3-A.2 3-B.2 3-B.2 3-B.2 3-C.1 3-C.1 3-C.2 DIS. BET W EEN EXITS = 81'-0"M A X D IA G O N A L D IS T A N C E = 1 4 7 '-0 " FEC TRAVEL DISTANCE X' 1 HOUR FIRE RATING SHAFT WALLS EXIT SIGN EXIT LEGEND FEB FIRE EXTINGUISHER CABINET. FULL-RECESSED (4" MAX) HALLWAY FIRE EXTINGUISHER BRACKET. SURFACE MOUNTED (4" MAX) HALLWAY 2 HOUR FIRE RATING SHAFT WALLS NOTE: FINAL LOCATION(S) TO BE DETERMINED BY FIRE MARSHAL/CODE OFFICIAL COMMON PATH X' 2 HOUR RATED FIRE BARRIER DIS. BETWEEN EXTINGUISHER (75'-0") ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 EGRESS DIAGRAMS G003 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION EGRESS PATH DATA EGRESS PATH DISTANCE (FT) 1-A.2 62 1-A.3 76 1-B.2 65 1-B.3 68 2-A.1 75 2-A.2 82 2-B.1 144 2-B.2 130 3-A.1 77 3-A.2 107 3-B.1 152 3-B.2 95 MAX DIAGONAL DISTANCE = 172' / 1/3 = 58 DISTANCE BETWEEN EXITS = IS GREATER-THAN 58 ALL PATH'S OF TRAVEL ARE LESS THAN 300ft COMMON PATH DATA COMMON PATH DISTANCE (FT) 1-C.2 24 1-C.3 28 2-C.1 44 2-C.2 38 3-C.1 55 3-C.2 22 MEZ-A 80 MEZ-B 82 # DATE DESCRIPTION scale:1/16" = 1'-0"G003 1 (LEVEL 1) -EGRESS PLAN scale: 1/16" = 1'-0"G003 2 (LEVEL 2) -EGRESS PLAN scale: 1/16" = 1'-0"G003 3 (LEVEL 3) -EGRESS PLAN MAX DIAGONAL DISTANCE = 132' / 1/3 = 44 DISTANCE BETWEEN EXITS = IS GREATER-THAN 44 MAX DIAGONAL DISTANCE = 147' / 1/3 = 49 DISTANCE BETWEEN EXITS = IS GREATER-THAN 49 ALL COMMON PATH'S OF TRAVEL ARE LESS THAN 100ft Keynote Legend Copy 1 Key Value Keynote Text O OO Range GGGPowerPowerP R O P E R T Y L IN E P R O P E R T Y L IN E P R O P E R T Y L IN E P R O P E R T Y L IN E PROPERTY LINE PROPERTY LINEPROPERTY LINE PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE PROPERTY LINEPROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINESD SDSDSDSD SDSDSDSDSDSDSDWATERWATERSSSSSSSSFIRESDSDSD SDO O O O O O O O O O O O O O O O O O O O O O O OOO OOOOOOASPHALT NOTES: PLAYGROUND EQUIPMENT AND REQUIREMENTS ARE TO BE COORDINATED WITH OWNER, PROVIDED CONSULTANT. NA OR APPROVED EQUAL SYSTEM: IN-PLACE PATTERN: NA FINISH: NA COLOR: NA SIZE: NA C-1 NA OR APPROVED EQUAL SYSTEM: CAST-IN-PLACE PATTERN: 5x5 VERIFY W/CIVIL FINISH: BROOMED COLOR: NATURAL SIZE: VERIFY W/CIVIL EXTERIOR SITE LEGEND: A CONCRETE L-2 LANDSCAPING LANDSCAPING NA OR APPROVED EQUAL IRRIGATION SYSTEM: YES REQUIRED COVERAGE %: NA PROVIDED COVERAGE %: NA SPECIES: SEE CIVIL SIZE: SEE CIVIL L-1 C-2 NA OR APPROVED EQUAL SYSTEM: CAST-IN-PLACE PATTERN: CONTROL JOINTS FINISH: SMOOTH COLOR: NATURAL SIZE: VERIFY W/CIVIL CONCRETE NA OR APPROVED EQUAL IRRIGATION SYSTEM: YES REQUIRED COVERAGE %: NA PROVIDED COVERAGE %: NA SPECIES: SEE CIVIL SIZE: SEE CIVIL L-3 LANDSCAPING EXISTING TO REMAIN IRRIGATION SYSTEM: EXISTING REQUIRED COVERAGE %: NA PROVIDED COVERAGE %: NA SPECIES: SEE CIVIL SIZE: SEE CIVIL PG-1 AMERICAN FLOORING MATS. (OR APPROVED EQUAL) SYSTEM: PLAYGROUND PATTERN: PER OWNER FINISH: GROUND COVER COLOR: PER OWNER SIZE: 2-1/2" x24"x24" PLAYGROUND PV-1 PATIO PAVERS DALTILE (OR APPROVED EQUAL) SYSTEM: PROFILITEC FINISH PATTERN: RANDOM (V4) COLOR: SUPERIOR TAUPE DR08 SIZE: 13/16" x24"x24" LOCATION: (LEVEL 3) PATIO KEY SYMBOL KEY SYMBOL KEY SYMBOL KEY SYMBOL KEY SYMBOL KEY SYMBOL KEY SYMBOL KEY SYMBOL F-1 AMERISTAR (OR APPROVED EQUAL) SYSTEM: MONTAGE II PATTERN: GENESIS FINISH: FACTORY FINISH COLOR: BLACK SIZE: 8' TALL FENCING PARKING KEY SYMBOL KEY SYMBOL NA OR APPROVED EQUAL SYSTEM: NA PATTERN: 9'x20' (90 DEGREES) FINISH: NA COLOR: WHITE SIZE: 4" TYP. TYP. 9'-0" 4" TYP. TPO SEE SPEC. SYSTEM: SEE SPEC PATTERN: SEE SPEC FINISH: SEE SPEC COLOR: SEE SPEC SIZE: SEE SPEC ROOFING WALKING PAD NA (OR APPROVED EQUAL) SYSTEM: TUFF TRAC FINISH PATTERN: GRID COLOR: GRAY SIZE: 30"x30" LOCATION: (ROOF)KEY SYMBOL KEY SYMBOL 20 3 15 15 1818 9'-0"9'-8"4"24'-0"20'-0"180'-0"9'-0"24'-0" 23'-0"20'-0"135'-0"44'-0"24'-0"44'-0"24'-0"20'-0" 24'-0"20'-0"24'-0"5'-6"81'-0"7'-6"24'-0"20'-0"26'-0"9'-0"7'-6"81'-0"5'-6"WALL STALL STARTS 1'-4" FROM L-2 L-3 L-3 A C-1 L-3 L-2 L-3 L-1 L-1 L-2 L-3 L-2 L-3 L-3 A RAISED FLOWER BEDS FENCE 02.01 02.01 TPO S/S S/S TPO TPO S/S S/S S/S C-1 L-1 C-2 CRUB STALL START 2'-0" FROM 32.01 32.01 32.16 32.14 32.12 32.11 32.10 32.09 32.09 32.11 32.06 03.19 20'-0"10'-0"32.15 32.03 32.01 32.01 20'-0"A8.3 8 C-2 PG-1 PV-1 32.07 32.04 32.08 32.10 32.12 32.13 32.12 32.01 32.03 32.09 4" ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:25:38 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 SITE PLAN A0.00 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION scale:1" = 20'-0"A0.00 1 SITE PLAN REFERENCE NOTES: 0"1/2"1"2"4" 0'10'20'40'80'20' 1" # DATE DESCRIPTION 02. SITEWORK 02.01 EXISTING CONDITIONS /EQUIPMENT, SEE CIVIL DRAW INGS. 03. CONCRETE 03.19 6" CONCRETE PAD FOR SWIM-SPA 32. EXTERIOR IMPROVMENTS 32.01 THIS HATCH INDICATES LANDSCAPE AREA, SEE LANDSCAPE PLAN FOR DETAILS AND IRRIGATION OF SITE TRENCH DRAINS. 32.03 SEE CIVIL PLANS FOR CONTINUATION OF SIDEWALKS. 32.04 SLOPE SIDEWALKS AWAY FROM BUILDING ALL AROUND, TYPICAL. MAX. 1/4" PER FOOT. LESS-THAN 2% IN FRONT OF EXIT DOORS. SEE CIVIL DRAW INGS FOR CONTINUATION OF SIDEWALKS. NATURAL COLORED CONCRETE SIDEWALK WITH INTEGRAL CURB WALL. ALL CONTROL JOINTS (CJ) AND EXPANSION JOINTS (EJ) SHALL BE HAND TOOLED. SPACING SHALL NOT BE LESS THAN 2'-8" OR GREATER THAN 6'-0". JOINTS SHALL BE EVENLY SPACED. EVERY FOURTH JOINT SHALL BE AN EXPANSION JOINT. SEE CIVIL DETAILS. 32.06 6" CONCRETE PAD FOR DUMPSTER, SEE GENERAL NOTES ON CIVIL DRAWINGS. 32.07 ASPHALT PAVING, SEE CIVIL SITE PLAN AND THE SOILS REPORT REQUIREMENTS FOR DESIGN REQUIREMENTS. 32.08 TRASH/DUMPSTER ENCLOSURE, SEE DETAIL DRAWINGS ON SHEET X,X,X/AX.X. VERIFY SPACE REQUIREMENTS WITH OWNER. 32.09 PARKING STRIPING. SEE SPECIFICATIONS AND CIVIL DRAWINGS. 32.10 ACCESSIBLE PARKING STALL SIGNAGE, POLE MOUNTED. TYP., SEE DETAILS ON SHEET AXX.XXXXX VERIFY WITH SEE CIVIL DRAWINGS. 32.11 HATCH REPRESENTS SPEED CONTROL AREA, SEE CIVIL DRAWINGS. 32.12 LINE REPRESENTS FENCING, AMERISTAR MONTAGE INDUSTRIAL FENCE. 8'-0" TALL, 3 RAIL PANEL CLASSIC STYLE, WITH LOCKABLE GATE IN LOCATION SHOWN. SEE CIVIL AND LANDSCAPE DRAWINGS. 32.13 AMERISTAR MONTAGE INDUSTRIAL LOCKABLE GATE IN LOCATION SHOWN. 8'-0" TALL, MATCH FENCE. 32.14 MONUMENT SIGN, STUB 2" CONDUITE FOR POWER, N.I.C. 32.15 CATCH BASIN, SEE PLUMBING AND CIVIL DRAWINGS. 32.16 PLAYGROUND DESIGN BY OTHERS. UPUPUP UPUP DIMENSIONS EXT. / INT. DIMENSIONS STEEL 1. STEEL DIMENSIONS ARE FROM GRID TO STEEL AND ARE THICKER DIMENSION STYLE, UNLESS NOTED OTHERWISE. GENERAL NOTES 2. EXTERIOR / INTERIOR DIMENSIONS ARE FROM GRID LINES AND FROM FINISH FACE OF CONCRETE TO FINISH FACE OF CONCRETE UNLESS NOTED OTHERWISE. EXT. / INT. DIM. STEEL DIM. 1 A THICKENED FLOOR SLAB AT WALL OPENINGS. BLOCK OUT FOUNDATION AT THIS LOCATION VISIBLE PLAN REFERENCE INSULATION @ FOUNDATION AT THIS LOCATION 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 4.5 7.8 7.8 E.7 E.7 A0.1 2 3.2 3.2 2.4 2.4 1.7 1.7 6.3 6.3 6.4 6.4 7.2 7.26.65.6 32.14 03.03 03.05 22.10 22.10 22.10 22.10 2'-4"13'-8"2'-4"14'-0"2'-4"3'-2"8'-0"3'-2"2'-4"8'-8"5'-8" 2'-0" 2'-0"5'-4"2'-0"24'-0"1'-0"1'-4"8'-8"1'-4"1'-0"3'-8"14'-0"5'-0"4"07.22 03.03 05.01 22.04 22.04 03.07 03.03 126'-10"15'-11"22'-7 1/2"17'-10 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'-10"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'-11"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'-11 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"FRONT OF FOUNDATION7" TO GRID LINE29'-7 1/2"FRONT OF FOUNDATION1/2" TO GRID LINE3'-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 07.22BACK OF FOUNDATION1 1/2" TO GRID LINE03.16 03.16 03.16 07.22 03.03 2'-8" 2'-0" 100'-0"102'-8" 100'-0" CLEAR 6'-8"8" 3 1/2" CLEAR8'-8" 8'-11" 4 1/2" 97'-0" 102'-8" 100'-0" 102'-8" 100'-0" 102'-8" 100'-0" 100'-0"100'-0" 102'-8" 102'-8"2'-8"8"2'-8"8"100'-0" 100'-0"3'-4"3'-4" 4'-0"8'-8"4'-8"10'-0"4'-0"22'-0"4'-0"10'-0"3'-4"6'-4"6'-0"14'-0"4'-8"10'-0"2'-0"4'-0"11'-8"2'-10 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"BACK OF FOUNDATION3" TO GRID LINE12'-0 1/2"4'-8"11"8"3'-4"12'-0"4'-8"3'-0"5'-8"12'-0"BACK OF FOUNDATION9 1/2" TO GRID LINE100'-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" 07.2210"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.712'-9"8"15'-4"8'-8" 2'-1" 6"20'-0"8'-8" 03.05 03.05 7'-4"7'-4"7'-4" 8" 1'-4" 4" 1'-0" 7'-0"1'-0"03.05 7'-6 1/2"72'-0"18'-8"22'-0"17'-4"24'-0" 100'-8" 100'-8" 03.05 BACK OF FOUNDATION 2" TO GRID LINE A.2 A.3 B.3 B.3 1.8 100'-0" 100'-8" 100'-8" 100'-8" T.O. WALL T.O. WALL T.O. WALL 100'-0" T.O. WALL T.O. WALL T.O. WALL 22.04 22.04 103'-0" T.O.WALL 100'-8" 1.9 1.9 CW- LEGEND / SYMBOLS 6"TYP.6"TYP.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'-10"10"2'-8"17'-4"2'-8"17'-4"2'-8"2'-0"1'-10"1'-4"10"1'-10"2'-2"1'-10"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'-10"8"1'-4"8"2'-0" 100'-8" 103'-0" 103'-0" 103'-0" 100'-8" 100'-0" A.2 A.2 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:25:46 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 EXTERIOR PERIMETER FOOTING & FOUNDATION PLAN A0.1 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: scale:1/8" = 1'-0"A0.1 1 FOOTING AND FOUNDATION PLAN 0"1/2"1"2"4" 0'4'8'16'32'8' 1" # DATE DESCRIPTION scale:1/4" = 1'-0"A0.1 2 ENLARGED PIER FOOTING AND FOUNDATION PLAN 0"1/2"1"2"4" 0'2'4'8'16'4' 1" 03. CONCRETE 03.03 HATCH REPRESENTS THICKENED SLAB. AREA OF FOUNDATION WALL THAT IS LOWERED TO ALLOW SLAB TO RUN OVER TOP, SEE STRUCTURAL DETAILS. 03.05 FOOTING & FOUNDATION, SEE STRUCTURAL FOR CONCRETE TYPE AND REINFORCING. VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 03.07 THESE DASHED LINED INDICATE THE FOOTING BELOW, SEE STRUCTURAL DRAWINGS. 03.12 CONCRETE BENCH WITH EXTERIOR LED STIPE LIGHTING, MODEL LE.03 (STREETSCAPES OR APPROVED EQUAL), ALTERNATE: CAST-IN-PLACE. 03.16 CHAMFER CONCRETE EDGE. TYPICAL WHERE EXPOSED, SEE STRUCTURAL DRAWINGS. 03.20 GRIP TREADS / SAW CUT CHANNELS INTO SLOPED CONCRETE IN FOAM-PIT 05. METALS 05.01 STEEL COLUMN, PAINTED WHERE EXPOSED. SEE STRUCTURAL DRAWINGS. 07. THERMAL & MOISTURE PROTECTION 07.22 2" CONTINUOUS RIGID POLYISOCYANURATE INSULATION BOARD AT FOUNDATION WALLS, TO BOTTOM OF FOOTING. R-12 MIN., TYP., SEE SPECS. 22. PLUMBING 22.04 LANDSCAPE IRRIGATION DRAINAGE, SEE LANDSCAPE AND CIVIL PLAN. 22.09 ROOF DRAIN LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS. SEE PLUMBING DRAWINGS AND TENANT IMPROVEMENTS. 22.10 ROOF DRAIN, SEE PLUMBING DRAWINGS. 31. EARTHWORK 31.02 EARTH WORK AND LANDSCAPING, MINIMUM DISTANCE FROM TOP OF WALL IS 6" WITH GRADE SLOPING AWAY FROM BUILDING TYP. SEE CIVIL AND STRUCTURAL DRAWINGS 31.03 SLOPE GRADE AWAY FROM BUILDING ALL AROUND. 32. EXTERIOR IMPROVMENTS 32.02 CONCRETE SPLASH PAD LOCATED AT ALL OVERFLOW DRAINS IN LANDSCAPING. 32.14 MONUMENT SIGN, STUB 2" CONDUITE FOR POWER, N.I.C. UPUPUP UPUP 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 4.5 7.8 7.8 E.7 E.7 3.2 3.2 2.4 2.4 1.7 1.7 6.3 6.4 6.4 7.2 7.26.65.6 05.01 05.01 23'-0 1/2"4'-8"13'-7"17'-8"13'-7"7'-0" 12'-8" 5'-0" 5'-0" 4'-2"4'-2" 7" 03.07 1'-1 1/2" 11" 15'-11" 22'-7 1/2" 3'-6 1/2" 11'-5" 2'-11" 28'-2" 1'-0"11'-9" 17'-10 1/2" 6'-2 1/4" 5'-1" 5'-3 1/4" 6'-1" 6'-1" 9'-10" 15'-8"16'-0"8'-11"19'-3" 3'-10"24'-4" 3'-10"24'-4" 7'-2 1/2" 4" 24'-4"23'-5"17'-3"15'-8"2'-4"13'-8" 9'-8" 16'-10" 14'-6" 1'-10" 15'-10" 2" 11 1/2" 21'-7 1/2"6'-7" 2'-7" 13'-4" 1'-11 1/2" 11 1/2" 21'-7 1/2"6'-7" 1'-0" 1'-0" 7'-3 1/2" 2'-0 1/2" 14'-1" 4'-6" 4'-2" VERIFY w/ COUNTERTOP SINK 4'-0" 22'-7 1/2" 17'-10 1/2" 11'-9" 11'-10"16'-4" 99'-0" 99'-0" 99'-0" 99'-0" 99'-0" 99'-0"99'-0"99'-0" 99'-0" 99'-0" 99'-0" 99'-0" 99'-0" 2'-4" 4" 11'-6" 4'-5" 99'-0" 99'-0" 4" 05.01 05.01 05.24 11'-9" 8'-3" 05.01 05.01 05.01 05.01 05.01 1.3 1.3 7.7 7.7 F.9 F.9 F.2 F.2 F.8 F.8 F.7 F.7 1'-0" 99'-0" A.2 A.2 A.3 A.3 B.3 B.3 1.8 1.8 1.9 1.9 05.25 2'-1 1/2" 1" DIMENSIONS EXT. / INT. DIMENSIONS STEEL 1. STEEL DIMENSIONS ARE FROM GRID TO STEEL AND ARE THICKER DIMENSION STYLE, UNLESS NOTED OTHERWISE. GENERAL NOTES 2. EXTERIOR / INTERIOR DIMENSIONS ARE FROM GRID LINES AND FROM FINISH FACE OF CONCRETE TO FINISH FACE OF CONCRETE UNLESS NOTED OTHERWISE. EXT. / INT. DIM. STEEL DIM. 1 A THICKENED FLOOR SLAB AT WALL OPENINGS. BLOCK OUT FOUNDATION AT THIS LOCATION VISIBLE PLAN REFERENCE INSULATION @ FOUNDATION AT THIS LOCATION ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:25:51 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 STEEL LOCATION PLAN A0.2 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION scale:1/8" = 1'-0"A0.2 1 STEEL PLAN REFERENCE NOTES: 0"1/2"1"2"4" 0'4'8'16'32'8' 1" 03. CONCRETE 03.07 THESE DASHED LINED INDICATE THE FOOTING BELOW, SEE STRUCTURAL DRAWINGS. 05. METALS 05.01 STEEL COLUMN, PAINTED WHERE EXPOSED. SEE STRUCTURAL DRAWINGS. 05.24 PAINTED TUBE STEEL TO SUPPORT COUNTERTOP. 05.25 PAINTED POST AND BEAMS, POST, (4 QTY.) 2X2X5/16" WELDED TO 1/4" BASE PLATE ANCHORED TO FLOOR. BEAMS, (3 QTY.) 1-1/2"X3"X5/16" TUBE STEEL BEAM TO SUPPORT COUNTERTOP. UPUPUP UPUP THICKENED FLOOR SLAB AT WALL OPENINGS. BLOCK OUT FOUNDATION AT THIS LOCATION VISIBLE PLAN REFERENCE INSULATION @ FOUNDATION AT THIS LOCATION 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 4.5 7.8 7.8 E.7 E.7 3.2 3.2 2.4 2.4 1.7 1.7 6.3 6.3 6.4 6.4 7.2 7.26.65.6 03.03 32.14 03.03 03.03 03.0522'-7 1/2"19'-5 1/2"12'-5"5'-6"17'-11"11'-3 1/2"6'-7"8'-5"15'-0"5'-10"6'-4"CLEAR14'-8"20'-0"15'-6 1/2" CLEAR 10'-6"53'-6"7'-10"CLEAR10'-6"22'-8"4'-6"6'-0"8'-4"9'-4"6'-10"16'-2"18'-0"05.01 22.02 22.01 22.0122'-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'-10"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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:25:59 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 INTERIOR FOUNDATION AND FOOTING PLAN A0.3 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: scale:1/8" = 1'-0"A0.3 1 INTRIOR FOUNDATION PLAN 0"1/2"1"2"4" 0'4'8'16'32'8' 1" # DATE DESCRIPTION 03. CONCRETE 03.03 HATCH REPRESENTS THICKENED SLAB. AREA OF FOUNDATION WALL THAT IS LOWERED TO ALLOW SLAB TO RUN OVER TOP, SEE STRUCTURAL DETAILS. 03.05 FOOTING & FOUNDATION, SEE STRUCTURAL FOR CONCRETE TYPE AND REINFORCING. VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 03.07 THESE DASHED LINED INDICATE THE FOOTING BELOW, SEE STRUCTURAL DRAWINGS. 03.20 GRIP TREADS / SAW CUT CHANNELS INTO SLOPED CONCRETE IN FOAM-PIT 05. METALS 05.01 STEEL COLUMN, PAINTED WHERE EXPOSED. SEE STRUCTURAL DRAWINGS. 05.23 2 1/2" x 2 1/2" TUBE STEEL TO SUPPORT PLATE STEEL. SEE MILLWORK PLANS AND ELEVATION ON SHEET A6.8. 07. THERMAL & MOISTURE PROTECTION 07.22 2" CONTINUOUS RIGID POLYISOCYANURATE INSULATION BOARD AT FOUNDATION WALLS, TO BOTTOM OF FOOTING. R-12 MIN., TYP., SEE SPECS. 22. PLUMBING 22.01 PROVIDE FLOOR DRAIN; SLOPE FLOOR TO DRAIN, 1/8" PER FOOT. TYP. AT ALL DRAIN LOCATIONS. SEE PLUMBING DRAWINGS. 22.02 FLOOR SINK / FLOOR TROUGH, SEE PLUMBING DRAWINGS. 22.03 FLOOR MOUNTED JANITOR SERVICE SINK. WET WALLS ARE TO HAVE TILE WAINSCOTING 4'-0" A.F.F. REFER TO PLUMBING DRAWINGS. 22.04 LANDSCAPE IRRIGATION DRAINAGE, SEE LANDSCAPE AND CIVIL PLAN. 22.05 SUMP PUMP DISCHARGE PIPING. PROVIDE GATE VALVE VERIFY LOCATION IN FIELD. PROVIDE SET-ON LABEL OR APPROVED EQUAL TO READ "NON-POTABLE WATER. ELEVATOR SUMP PUMP DISCHARGE". DISCHARGE PIPE TO HAVE A CHECK VALVE, AND SAMPLE PORT. ALL INSTALLATIONS AND ASSOCIATED PIPING TO CONFORM TO LOCAL LICENSING AND REGULATION PER CURRENT CODE. 22.10 ROOF DRAIN, SEE PLUMBING DRAWINGS. 26. ELECTRICAL 26.18 FLOOR BOX, VERIFY LOCATION WITH OWNER PROVIDED FURNITURE/ EQUIPMENT. SEE ELECTRICAL DRAWINGS. 32. EXTERIOR IMPROVMENTS 32.02 CONCRETE SPLASH PAD LOCATED AT ALL OVERFLOW DRAINS IN LANDSCAPING. 32.14 MONUMENT SIGN, STUB 2" CONDUITE FOR POWER, N.I.C. ? • 4" SPLIT-FACED MASONRY VENEER, WALL HEIGHT 2'-8" A.F.F. • 1" AIR GAP w/ WEEP AND MORTAR DROP SCREEN w/ INSECT BARRIER, • ABOVE MASONRY, VERTICAL MTL. SIDING FULL HEIGHT, OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 2x4 WD. STUD FURRING, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X8 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. WALL LEGEND EX-1A EXTERIOR INTERIOR • 4" SPLIT-FACED MASONRY VENEER, WALL HEIGHT 2'-8" A.F.F. • 1" AIR GAP w/ WEEP AND MORTAR DROP SCREEN w/ INSECT BARRIER, • ABOVE MASONRY, (7.2 RIB) REVERSE ROLLED METAL SIDING, • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 2x4 WD. STUD FURRING, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • 4" SPLIT-FACED MASONRY VENEER, WALL HEIGHT 2'-8" A.F.F. • 1" AIR GAP w/ WEEP AND MORTAR DROP SCREEN w/ INSECT BARRIER, • ABOVE MASONRY, (7.2 RIB) REVERSE ROLLED METAL SIDING, • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 2x6 WD. STUD FURRING, AIR GAP • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. EX-1C EXTERIOR INTERIOR EX-1D EXTERIOR INTERIOR EX-1E EXTERIOR INTERIOR EX-1F EXTERIOR INTERIOR EX-1G EXTERIOR INTERIOR EX-1H EXTERIOR INTERIOR EX-1J EXTERIOR INTERIOR EX-1B EXTERIOR INTERIOR • HIGH IMPACT 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT • LIQUID APPLIED AIR / MOISTURE BARRIER, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • 4" SPLIT-FACED MASONRY VENEER, WALL HEIGHT 2'-8" A.F.F. • 1" AIR GAP w/ WEEP AND MORTAR DROP SCREEN w/ INSECT BARRIER, • ABOVE MASONRY, (7.2 RIB) REVERSE ROLLED METAL SIDING, • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 8" CMU, SEALED, (NOTE: HONED WHERE EXPOSED ON INTERIOR) • 3-5/8" MTL. STUD, FURRING w/ (R-13) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • 12" SPLIT-FACED MASONRY BASE, WALL HEIGHT 2'-8" A.F.F. • ABOVE MASONRY, 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT, OVER • 8" CMU, SEALED, (NOTE: HONED WHERE EXPOSED ON INTERIOR) • 3-5/8" MTL. STUD, FURRING w/ (R-13) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • 4" SPLIT-FACED MASONRY VENEER, WALL HEIGHT 2'-8" A.F.F. • 1" AIR GAP w/ WEEP AND MORTAR DROP SCREEN w/ INSECT BARRIER, • ABOVE MASONRY, 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT, • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, OVER • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • 12" SPLIT-FACED MASONRY BASE, WALL HEIGHT 0'-8" A.F.F. • VERTICAL MTL. SIDING 12'-8" A.F.F., OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • 1/2" EXTERIOR SHEATHING, OVER • 2X6 WD. STUDS FURRING, OVER • 8" SMOOTH-FACED MASONRY FULL HEIGHT 22'-0" A.F.F. (SEE ELEV.) • 3-5/8" MTL. STUD, FURRING w/ (R-13) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • 8" SPLIT-FACED MASONRY BASE, WALL HEIGHT 0'-8" A.F.F. • STONE VENEER OVER, • LIQUID APPLIED AIR / MOISTURE BARRIER OVER, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS OVER, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGSSTAND ALONE FURRING EX-1R EXTERIOR INTERIOR MASONRY PIER: SEE STRUCTURAL • 10" SPLIT-FACED MASONRY BASE, WALL HEIGHT 0'-8" A.F.F. • 8" SMOOTH-FACED MASONRY ABOVE BASE • STONE VENEER FULL HEIGHT w/ STONE CAP, OVER CMU MASONRY EX-1S EXTERIOR INTERIOR MASONRY WALL: SEE STRUCTURAL • 8" SPLIT-FACED MASONRY WALL HONED ON INTERIOR HALLWAY EX- VISUAL REFERENCE NOTE: INTERIOR PARTITION WALL TYPE ON SHEETS A1.5a /A1.5b WINDOW TYPE AND SCHEDULE ON SHEETS A2.3 / A2.4 DOOR TYPE AND SCHEDULE ON SHEETS A7.1 / A7.2 ? EX-1K EXTERIOR INTERIOR EX-1L EXTERIOR INTERIOR EX-1M EXTERIOR INTERIOR • 8" SPLIT-FACED CMU, SEALED, (HONED WHERE EXPOSED ON INTERIOR) • 6" MTL. STUD, FURRING FULL HEIGHT w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • VERTICAL MTL. SIDING FULL HEIGHT, OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • 1/2" EXTERIOR SHEATHING, OVER • 2X4 WD. STUDS FURRING, OVER • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, OVER • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • 12" SPLIT-FACED MASONRY BASE, WALL HEIGHT 2'-8" A.F.F. • (7.2 RIB) REVERSE ROLLED METAL SIDING, OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • 2.6" HUNTER Xci PLY 5/8", OR APPROVED EQUAL. (R-12) • 8" CMU, SEALED, (NOTE: HONED WHERE EXPOSED ON INTERIOR) • 3-5/8" MTL. STUD, FURRING w/ (R-13) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. EX-1N EXTERIOR INTERIOR • 12" SPLIT-FACED MASONRY BASE, WALL HEIGHT 2'-8" A.F.F. • (7.2 RIB) REVERSE ROLLED METAL SIDING, OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • 2.6" HUNTER Xci PLY 5/8", OR APPROVED EQUAL. (R-12) • 8" CMU, SEALED, (NOTE: HONED WHERE EXPOSED ON INTERIOR) EX-1P EXTERIOR INTERIOR • 8" CONCRETE BASE, WALL HEIGHT 2'-8" A.F.F. • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT • LIQUID APPLIED AIR / MOISTURE BARRIER, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 3-5/8" MTL. STUD FURRING, • 5/8" TYP. (X) PAINTED, GYP. BD. EX-1Q EXTERIOR INTERIOR MASONRY PIER: SEE STRUCTURAL • 8" SMOOTH-FACED MASONRY BASE, WALL HEIGHT 0'-8" A.F.F. • 6" SMOOTH-FACED MASONRY ABOVE BASE • STONE VENEER FULL HEIGHT w/ STONE CAP, OVER CMU MASONRY NOTE: AT PLANTER BEDS • 8" SPLIT-FACED MASONRY BASE, WALL HEIGHT 2'-8" A.F.F. SEE ELEVATIONS ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:26:01 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 1) EXTERIOR WALL LEGEND A1.1 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION Range RefrigeratorUPUPUP UPUP Range 1 A3.1 1 A3.1 1 A3.2 1 A3.2 3 A4.5 2 A3.1 2 A3.1 A2.2 1 A2.1 1 A2.2 2 A2.13 2 A4.4 5 A4.4 2 A3.2 2 A3.2 2 A4.5 4 A4.5 5 A4.2 1 A4.5 WAITING 104 VESTIBULE 103 RECEPT. 105 KIDS 106 UNISEX R.R. W/ SHOWER 117 OT / PT TESTING / TREATMENT 127 PT TREATMENT 126 ADL KITCHEN 118 ADL PANTRY 119 ADL FAMILY / LAUNDRY / BED RM. 116 CONSTRUCTION / CRAFT ZONE 115 OT / PT TREATMENT 129 I.T. 113 STAFF UNISEX R.R. 131 EVENT STORAGE 137 QUIET 130 JAN. 124 TECHNOLOGY 111 TESTING 109 WOMENS 133 CONSULT 108 MENS 132 GYM 122 UNISEX R.R. 123 PT 125 STORAGE 121 SENSORY RM. 120 FIRE RISER 112 HALLWAY 100 VESTIBULE 101 STAIR 134 STAIR 114 EVENT CENTER 136 FOOD PREP ROOM 139 ENTRANCE LOBBY 102 OUTDOOR PATIO 140 ADMIN. STORAGE 110 JAN. / STORAGE 138 EVENT I.T. / STOR. 135 ADMIN. 107 ELECTRICAL RM. 128 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 7.8 7.8 E.7 3.22.41.7 6.3 6.4 6.4 7.26.65.6 3 A3.2 3 A3.2 3 A3.1 3 A3.1 5 A4.1 22'-0"17'-4"24'-0" 112 119 121 122C 130 129127 105 107 139A 113 125 116B 109 139B 133 132 123 131 126 117 124 108111 106 136D 103A 134 116A 102 122A 101A 114A 114B 137 138 135 118 122B 120 110 128 122D 103B EX-1A A2.01 EX-1M EX-1G EX-1N EX-1N EX-1A EX-1B EX-1C EX-1D EX-1D EX-1E EX-1F EX-1H EX-1H EX-1Q EX-1Q EX-1H EX-1JEX-1J EX-1H EX-1F EX-1K EX-1HEX-1HEX-1HEX-1HEX-1HEX-1H EX-1H EX-1H EX-1K EX-1K EX-1K EX-1H EX-1L EX-1L EX-1G EX-1P 6'-8"3'-4"16'-0"6'-8"8'-0"6'-8"10'-1"9'-11"12'-0"4'-8"8'-8"24'-8"4'-8"1'-6 1/2"37'-0"0"5'-2"5'-4"17'-8"2'-11"12'-9"7'-0"5"15'-8"8'-1"7'-6" 6'-0"1'-9"8'-3"9'-0"1'-0"10'-0"4'-8"16'-0"6'-4"5'-1 1/2"4'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8"5'-5 1/2" 4'-8"8'-0"4'-8"5'-3 1/2"8'-0"3'-4"4'-0"3'-4"8'-0"4'-8"13'-4"12'-9"2'-8 1/2"5"1'-11"12'-1"8'-11"8'-3"11'-6 1/2"7'-10"1'-5"19'-0"6'-3" 8" 6'-0"2'-10"2'-5"5'-0"3'-6"25'-8"5'-9"8'-6"13'-3 1/2"13'-1 1/2"5'-9"12'-1 1/2"5'-10 1/2"5'-3"8'-0"20'-5" 24'-8 1/2"8'-11"7'-2"13'-5"5'-5"6'-9"5'-7"6'-9" 4'-0 1/2" 30'-8 1/2" 13'-7"20'-6"25'-7"5'-5"6'-11"1'-8"1'-3"11'-5"5'-8"16'-10"9'-9"7'-8"11'-5"5'-7"8'-0"9'-7"11'-3"6'-0 1/2"10'-11 1/2"7'-0"3'-10"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'-10"2'-2"5'-10"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'-11"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'-10"2'-0"14'-8"2'-0"13'-6"10"2'-0"14'-0"10"1'-2"9'-4"EQ EQ 6'-1"4'-0" 136A 101B 18'-1"7'-3"8'-8"14'-0"18'-0"7'-4"5"EQEQ11"EX-1Q EX-1Q 2 A2.0 EX-1R EX-1R EX-1R EX-1R EX-1R EX-1S EX-1S EX-1S EX-1H 12'-9"2'-8 1/2"3'-8"16'-8"3'-4"13'-4"4'-0"2"3'-11"4'-0 3/4" 3" 5'-0"5'-3"3'-4"1'-1"4'-8"2'-11"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'-11"EX-1F EX-1F EX-1F 12" CMU BASE 8'-0" 8" CMU BASE 7'-4" 12" CMU BASE 8'-0"12" CMU BASE3'-8"8" CMU BASE2'-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'-10"1'-10"A2.6 4 1.9 A2.6 4 100 139C 136B 116 GENERAL LEGEND 1. INTERIOR DIMENSIONS ARE TO FINISH FACE OF WALL MATERIAL & CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. 2. EXTERIOR DIMENSIONS ARE FROM FINISH FACE OF EXTERIOR SHEATHING TO FINISH FACE OF EXTERIOR SHEATHING AND AT FINISH FACE OF OPENINGS MATERIAL, UNLESS NOTED OTHERWISE. 3. A MINIMUM OF 5% OF THE LOCKERS BEING PROVIDED WILL BE ACCESSIBLE PER IBC SECTION 1109.9.THE ACCESSIBLE LOCKER(S) SHALL BE LOCATED WITHIN THE ACCESSIBLE REACH RANGES OUTLINED IN SECTION 308 OF ICC A117.1-09 (15 TO 48- INCHES). THIS INCLUDES ALL FEATURES AND ELEMENTS OF THE LOCKER (I.E. LOCK, SHELVES, HOOKS, ETC.). THE OPERABLE PARTS FOR THE LOCKER, AND LOCK IF PROVIDED, SHALL BE ACCESSIBLE AND COMPLY WITH SECTION 309 OF ICC A117.1-09. 4. INTERIOR PARTITIONS TO BE FULL HEIGHT. UNLESS NOTED OTHERWISE. 5. THE WORK SHALL CONFORM TO REQUIREMENTS OF APPLICABLE LOCAL, STATE, AND FEDERAL BUILDING CODES AND AGENCIES HAVING JURISDICTION OVER THE VARIOUS PHASES OF THE WORK. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING WORK AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES. 7. PROVIDE FULL HEIGHT 5/8" CEMENT BACKER BOARD AT TOILET AND JANITOR ROOMS, AND AT WALLS TO RECEIVE TILE UNLESS NOTED OTHERWISE. 8. PROVIDE AND INSTALL SOUND DAMPENING INSULATION AT ALL PERIMETER METAL STUD WALLS OF RESTROOMS AND MECHANICAL ROOMS. EXTEND PARTITION WALLS TO UNDERSIDE OF DECK. 9. REFER TO NOTED FLOOR PLANS AND CODE ANALYSIS FOR FIRE-RATED WALLS. PROVIDE SOLID BACKING FOR ALL FIRE-RATED SHUTTERS IN WALL CAVITIES. 10. PROVIDE AND INSTALL THERMAL BATT INSULATION AT INTERIOR PARTITION WALLS ADJOINING AIR CONDITIONED AREAS WITH NON-AIR CONDITIONED AREAS. 11. REFER TO ACCESSIBILITY STANDARDS SHEETS FOR ACCESSIBILITY REQUIREMENTS. THE WORK SHALL CONFORM TO LOCAL, STATE, AND FEDERAL ACCESSIBILITY REQUIREMENTS. 12. ACCESSIBLE RESTROOMS SHALL CONFORM TO LOCAL, STATE AND FEDERAL ACCESSIBILITY REQUIREMENTS. 13. CONTRACTOR SHALL PROVIDE BLOCKING WHERE REQUIRED FOR TOILET ACCESSORIES. 14. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER CONNECTIONS OF THE EQUIPMENT. THE CONTRACTOR SHALL COORDINATE W/ OWNER'S VENDORS FOR ITEMS REQUIRING HOOK-UPS. 15. CONTRACTOR SHALL PROVIDE (3) 4'-0" x 8'-0" x 3/4" THICK A-C GRADE PAINTED PLYWOOD PANEL BOARDS FOR COMMUNICATION AND DATA EQUIPMENT. LOCATION TO BE DETERMINED BY ARCHITECT. 16. GENERAL CONTRACTOR SHALL SECURE AND PAY FOR BUILDING PERMITS, APPLICATIONS FEES, SERVICE FEES, GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK. 17. PAINT EXPOSED CONDUIT, PIPING, BUILDING COMPONENTS, ACCESSORIES, DUCTWORK AND PIPING RACEWAY ACCESSORIES AT ROOMS NOTED AS "PAINT EXPOSED STRUCTURE"UNLESS NOTED OTHERWISE. PROVIDED VISABLE LABELS FOR EACH WIRE AND/OR PIPES, WHO'S IDENTIFICATION IS COVERD OR HIDDEN. 18. PAINT VISIBLE CONDUIT, PIPING, BUILDING COMPONENTS, ACCESSORIES, DUCTWORK AND PIPING RACEWAY ACCESSORIES ABOVE RETURN AIR GRILLS WHEN RETURN AIR PLENUM IS DESIGNED. 19. HOLLOW METAL DOORS AND FRAMES SHALL BE PAINTED TO MATCH ADJACENT WALL, BOTH SIDES, UNLESS NOTED OTHERWISE .TYP. 20. PROVIDE 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP., AT WALLS INDICATED AND SPECIFIED. DIMENSIONS EXTERIOR DIMENSIONS INTERIOR EXTERIOR FINISH MATERIAL IF WALL IS GREATER THAN 30' (900 S.F.) ADD CONTROL JOINT (USG 093 OR APPROVED EQUAL) AT COLUMN INTERIOR DIM. REF: PLAN VARIES ? EXTERIOR WALL TYPE ON PREVIOUS SHEET INTERIOR PARTITION WALL TYPE ON SHEETS A1.5a /A1.5b WINDOW TYPE AND SCHEDULE ON SHEETS A2.3 / A2.4 DOOR TYPE AND SCHEDULE ON SHEETS A7.1 / A7.2? VISUAL REFERENCE TYPE GENERAL NOTES ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:26:10 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 1) DIMENSION FLOOR PLAN A1.1a 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION scale:1/8" = 1'-0"A1.1a 1 FLOOR PLAN 0"1/2"1"2"4" 0'4'8'16'32'8' 1" # DATE DESCRIPTION Range RefrigeratorUPUPUP UPUP Range WOOD STUD FRAMING, SEE WALL SECTION FULL HEIGHT METAL STUD, SEE PARTITION SCHEDULE METAL STUD , SEE PARTITION SCHEDULE 1hr. SHAFT WALL (UL U415) INTERIOR WALL PLAN LEGEND REFERENCE SHEET A1.5a / A1.5bTYPE MASONRY 1 A3.1 1 A3.1 1 A3.2 1 A3.2 3 A4.5 2 A3.1 2 A3.1 A2.2 1 A2.1 1 A2.2 2 A2.13 5 A4.4 2 A3.2 2 A3.2 2 A4.5 4 A4.5 5 A4.2 1 A4.5 1 A4.5 WAITING 104 VESTIBULE 103 RECEPT. 105 KIDS 106 ADMIN. 107 UNISEX R.R. W/ SHOWER 117 OT / PT TESTING / TREATMENT 127 PT TREATMENT 126 ADL KITCHEN 118 ADL PANTRY 119 ADL FAMILY / LAUNDRY / BED RM. 116 CONSTRUCTION / CRAFT ZONE 115 OT / PT TREATMENT 129 I.T. 113 STAFF UNISEX R.R. 131 EVENT STORAGE 137QUIET 130 JAN. 124 TECHNOLOGY 111 TESTING 109 WOMENS 133 CONSULT 108 MENS 132 GYM 122 UNISEX R.R. 123 PT 125 STORAGE 121 SENSORY RM. 120 FIRE RISER 112 HALLWAY 100 VESTIBULE 101 STAIR 134 STAIR 114 EVENT CENTER 136 FOOD PREP ROOM 139 ENTRANCE LOBBY 102 OUTDOOR PATIO 140 ADMIN. STORAGE 110 JAN. / STORAGE 138 EVENT I.T. / STOR. 135 5"ELECTRICAL RM. 128 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 7.8 7.8 E.7 3.22.41.7 6.3 6.4 7.26.65.6 3 A3.2 3 A3.2 3 A3.1 3 A3.1 5 A4.1 A2.01 05.21 06.10 06.10 2 A2.0 11.06 22.16 08.06 11.05 11.05 22.16 22.20 06.27 12.26 08.08 11.06 11.06 11.01 11.01 11.01 10.22 10.22 22.19 11.06 12.02 12.19 12.10 22.03 10.22 SF6 SA4 SA4 SA4 FA4 FB4FB4 FA4SA4 MA8 FB4 MA8 FB2 SJ8 SK6 SK8 FB4 FB2 FB2 SK4SK6 SB4 SB4 SA8 SB4 SK4 SM4 SK4 SA8SA4 SC4 LOW WALL SB4 SA4 MB8 SL8 SL6 SL6 SK6 SB4 SB6 SA4 SB4SA4SF4 SB6 FB4 FT6SM6 SA4 SG4 MB8 FB4 SF4 SF4 SN6 FT2 SN4 FA4 FT6 MA8 FB6 SD4 SD4 SD8 SC4 SB4 FA4 FB4 FA4 SC4 WA6 WD6 WC6 WC6 SC4 LOW WALL SN4 SF4 06.17 06.19 11.06 08.08 08.08 08.08 08.08 08.05 08.08 08.17 06.17 10.05 22.11 22.20 22.22 22.03 FT4 FT4 FB4 09.03 05.28 04.11 04.11 04.12 04.12 04.11 08.02 08.09 08.11 08.12 11.10 11.09 11.20 11.06 14.01 08.24 12.19 10.05 10.23 10.23 10.23 112 119 121 122C 130 129127 105 107 139A 113 125 116B 109 139B 133 132 123 131 126 117 124 108111 106 136D 103A 134 116A 102 122A 101A 114A 114B 137 138 135 118 122B 120 110 128 122D 103B 101B 136A 136B 10.25 08.10 SN4 RA4 RA6 08.02 08.06 08.06 SO4 1.3 1.3 7.7 7.7 F.9 F.2 F.8 F.7 A.2 A.3 B.3 1.8 SA4 SD8 SD6 04.11 07.19 07.19 05.07 SA4 04.11 07.18 09.03 05.07 07.18 07.18 07.18 SA4 WD6 1.9 08.18 08.18 11.18 03.20 11.07 8" 22.05 116 100 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:26:35 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 1) KEYNOTE FLOOR PLAN A1.1b 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION 0"1/2"1"2"4" 0'4'8'16'32'8' 1" scale:1/8" = 1'-0"A1.1b 1 FLOOR PLAN # DATE DESCRIPTION 1 04.19.2023 Addendum 12. FURNISHINGS 12.02 QUARTZ COUNTERTOP AND 4" SPLASH (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.10 MILLWORK OPEN CUBBIES, 18" DEEP, PLASTIC LAMINATE CABINETS: SEE FINISH SCHEDULE. 12.19 THIS CABINET SHALL BE EQUIPPED WITH 10" STAINLESS STEEL GROMMET FOR TRASH / LINEN DROP AT THIS LOCATION. CONFIRM LOCATION WITH TENANT PRIOR TO FIELD CUTTING. 12.26 SWING TABLE 8'-0" DIA. ROUND OR RECTANGLE VERIFY WITH OWNER. CUSTOM HEIGHT FOR KIDS, DUFFY LONDON OR APPROVED EQUAL. 14. CONVEYING EQUIPMENT 14.01 ELEVATOR, 3100 MRL 3000 lb. FRONT LEFT OPENING, WITH KEY CARD ACCESS. (SCHINDLER OR APPROVED EQUAL). 03. CONCRETE 03.20 GRIP TREADS / SAW CUT CHANNELS INTO SLOPED CONCRETE IN FOAM-PIT REFERENCE NOTES: 05. METALS 05.07 METAL STUD FRAMING, SEE WALL LEGEND. VERIFY WITH STRUCTURAL DRAWINGS. 05.21 METAL STUD TO ALIGN WITH FACE OF MASONRY FOR CONTINUOUS FINISH. 05.28 ROOF ACCESS LADDER. SEE DETAILS 3,4,5/A8.3 PAINTED TO MATCH BUILDING. 07. THERMAL & MOISTURE PROTECTION 07.18 R-19 FOIL FACED BATT INSULATION IN STUD WALL CAVITY. 07.19 R-13 BATT INSULATION IN 3-5/8" METAL STUD WALL CAVITY. 08. OPENINGS 08.02 FIRE-FRAMES HEAT BARRIER STOREFRONT SYSTEM WITH DOOR, (TGP OR APPROVED EQUAL) 1hr (60MIN.) ASSEMBLY MEETS ASTM E119 OR UL 263 08.05 ALUMINUM STOREFRONT SYSTEM, COLOR TO MATCH EXTERIOR WALL SYSTEM. (KAWNEER TRIFAB 451 OR APPROVED EQUAL) INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 08.08 INTERIOR TEMPERED BUTT GLASS SYSTEM ALUMINUM FINISH. COLOR TO MATCH EXTERIOR MULLIONS (DARK BRONZE) (FALKBUILT OR APPROVED EQUAL), WITH CLEAR ACOUSTICAL CAULK. WALLS ABOVE TO BE FULL HEIGHT AND INSULATED WHERE APPLICABLE. 08.09 SLIDING DOOR WITH REVERSE LOCK AND ACOUSTICAL DROP SEAL, (FALKBUILT OR APPROVED EQUAL) SEE DOOR SCHEDULE. 08.10 SLIDING WALL SYSTEM WITH LOW PROFILE SADDLE SILL AND UNIVER SILL. HSW60 AND ENCLOSURE STACKING AREA 3 (NANAWALL SYSTEMS OR APPROVED EQUAL). ALTERNATES INCLUDE, "AVANTI SYSTEMS", CR LAURENCE, KAWNEER. 08.11 SLIDING BARN DOOR WITH REVERSE LOCK AND ACOUSTICAL DROP SEAL, SEE DOOR SCHEDULE. 08.12 COMMERCIAL SLIDING RECEPTION/SERVICE WINDOW, (A CUTTING EDGE OR APPROVED EQUAL). 08.17 PAINTED HOLLOW METAL FRAMED WINDOW WITH ONE-WAY SECURITY FILM. 08.18 COLUMN WRAP TO MATCH STOREFRONT. 08.24 SLIDING WALL SYSTEM, HANGING WITH INTEGRATED DOORS, FLOOR SOCKET SILL. HSW60 AND ENCLOSURE STACKING AREA 3 (NANAWALL SYSTEMS OR APPROVED EQUAL). ALTERNATES INCLUDE "FALKBUILT", "AVANTI SYSTEMS", AD SYSTEMS, CR LAURENCE, KAWNEER. 06. WOODS & PLASTICS 06.10 SHEAR WALL FRAMING, SEE STRUCTURAL DRAWINGS. 06.17 INSTALL 4'X8'X1/2" PLYWOOD HORIZONTALLY OVER GYP. BD. AT 30" A.F.F. ON THESE WALLS. PAINT TO MATCH ADJACENT WALLS. 06.19 1/2" SHEATHING, BEHIND GYP. IN QUITE ROOM. 06.27 1-1/2" BUTCHER BLOCK BENCH 18" A.F.F. 48" x 20". 11. EQUIPMENT 11.01 PROVIDE POWER AND DATA FOR WALL MOUNTED TV. EQUIPMENT PROVIDED BY TENANT. CONTRACTOR SHALL ENSURE THAT WALL IS EQUIPPED WITH BACKING TO SUPPORT TV AND MOUNTING BRACKET. COORDINATE HEIGHT WITH OWNER. 11.05 FULL SIZE FRIDGE, SHALL BE EQUIPPED WITH ICE/W ATER VERIFY SIZE WITH OWNER. SEE PLUMBING PLANS. 11.06 CONTRACTOR TO VERIFY WITH OWNERS REP. FOR FURNITURE OR EQUIPMENT, CONTRACTOR TO INSTILL AS REQUIRED. VERIFY SIZE & ELECTRICAL AND/OR PLUMBING REQUIREMENTS W/ OWNER. 11.07 18" ADJUSTABLE SHELVING, MELAMINE ON 3/4" PARTICLE BOARD, SELF-EDGED ON PROVIDE K-V BRACKETS, WHERE INDICATED TYP. - PROVIDE 6 SHELVES. 11.09 FILING CABINET, TO BE LOCKABLE. 11.10 FURNITURE AND EQUIPMENT, N.I.C., TYP. 11.18 CLIMBING WALL AND DROP PAD BY OTHERS. 11.20 MAILROOM DISTRIBUTION SORTER (SOUTH WEST SOLUTIONS OR APPROVED EQUAL). 22. PLUMBING 22.03 FLOOR MOUNTED JANITOR SERVICE SINK. WET WALLS ARE TO HAVE TILE WAINSCOTING 4'-0" A.F.F. REFER TO PLUMBING DRAWINGS. 22.05 SUMP PUMP DISCHARGE PIPING. PROVIDE GATE VALVE VERIFY LOCATION IN FIELD. PROVIDE SET-ON LABEL OR APPROVED EQUAL TO READ "NON-POTABLE WATER. ELEVATOR SUMP PUMP DISCHARGE". DISCHARGE PIPE TO HAVE A CHECK VALVE, AND SAMPLE PORT. ALL INSTALLATIONS AND ASSOCIATED PIPING TO CONFORM TO LOCAL LICENSING AND REGULATION PER CURRENT CODE. 22.11 HAND WASH SINK, SEE PLUMBING DRAWINGS. 22.16 STAINLESS STEEL UNDERMOUNT SINK/FAUCET/DISPOSAL, WHERE APPLICABLE VERIFY WITH CABINET CLEARANCES (12" DIAMETER DISPOSAL WILL FIT) IF DISCREPANCIES CONTACT ARCHITECT, SEE MECH., PLUMB & ELEC. 22.19 THREE COMPARTMENT STAINLESS STEEL SURFACE MOUNT SINK/FAUCET, (2) SHALLOW SINKS AND ONE DEEP SINK, SEE PLUMB. & ELEC. 22.20 DRINKING FOUNTAIN, (ELKAY) HIGH LOW WITH BOTTLE FILLER, SEE PLUMBING DRAWINGS. 22.22 DRINKING FOUNTAIN SINGLE, (ELKAY) WITH BOTTLE FILLER AND CANE APRON WHERE APPLICABLE REFER TO STANDARD MOUNTING DETAILS, SEE PLUMBING DRAWINGS. 09. FINISHES 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 04. MASONRY 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 10. SPECIALTIES 10.05 TOUCHLESS PAPER TOWEL DISPENSER/WASTE RECEPTACLE, MODEL B-3974 AND POWER SUPPLY AC ADAPTER PART NO. 3974-57 (BOBRICK OR APPROVED EQUAL) PROVIDED AND INSTALL BY CONTRCTOR VERIFY WITH OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE POWER REQUIREMENTS AND EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.22 SEMI-RECESSED, 4" MAX EXTRUSION INTO WALKING PATH, STAINLESS STEEL FIRE EXTINGUISHER CABINET WITH EXTINGUISHERS COMPLYING WITH NFPA STANDARD #10. AND BE A MINIMUM SIZE OF 2A10B:C. 10.23 AUTOMATIC TOWEL DISPENSER - GEORGIA PACIFIC "ENMOTION" OR APPROVED EQUAL. PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. 1 1 1 1 A3.1 1 A3.1 1 A3.2 1 A3.2 3 A4.5 2 A3.1 2 A3.1 A2.2 1 A2.1 1 A2.2 2 A2.13 2 A4.4 5 A4.4 2 A3.2 2 A3.2 2 A4.5 4 A4.5 5 A4.2 1 A4.52'-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'-10"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'-10"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'-11"6'-0"6'-0"6'-0"6'-0"2'-10 1/2"4'-1" 1'-6" 4'-5"4'-9" 1'-5"2'-0"1'-9 1/2"2'-0"4'-4" 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 4.5 7.8 7.8 6.3 6.4 7.2 7.26.65.6 3 A3.2 3 A3.2 3 A3.1 3 A3.1 5 A4.1 8'-0"8'-4"8'-0"8'-3"10'-0" A2.01 3'-11 1/2"4'-4"EQEQEQ 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"EQEQ2'-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"26.062'-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'-10"2'-0"26.06 EQ EQ 45°2'-8"5'-7"2'-10"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"EQEQ10'-0" 11'-0"09.25 09.05 26.09 08.13 08.13 2'-0"5'-10"2'-10"26.09 1'-10" 4'-0" 1'-9"3'-4"4'-0"3'-6"EQ EQ26.02 2'-10 1/2"2'-10 1/2" 1'-5" 08.13 10.10 2'-6"6'-0"6'-0"6'-0"5'-0" 09.06 09.25 A.F.F. C3 10'-1" A.F.F. C3 10'-2" 10'-0" 8'-0" 09.04 8'-0" 09.11 09.11 2'-11 5/16"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" 26.066'-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 EQEQ26.09 26.08 B.O.FIXTUER 8'-0"EQEQEQEQ26.04 8'-6" 11'-0"10'-0"11'-0" 10'-0" 11'-0"10'-0" 10'-0" 10'-0" 26.08 5'-1"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"4'-0" 09.04 A.F.F. C3 8'-0" A.F.F. C3 8'-0" 09.04 07.10 07.11 C4 C3 C3 C3 C3 C3 C3 C3 C3 1'-7"3'-0"3'-0"3'-0"3'-0"2'-9"26.04 26.02 10'-0" 1.3 7.7 7.7 F.9 F.9 F.2 F.2 F.8 F.8 F.7 F.7 A.2 A.3 B.3 1.8 1.9 1.9 C3 11.18 A6.9 1 A6.9 5 8'-0"8'-0"26.08 7'-0"1'-0"1'-8"A6.9 5 10'-6" 10'-6" 11'-0"11'-6"11'-6"11'-0" 10'-6"11'-0" 11'-6"11'-6"11'-0" 10'-6"11'-0"11'-6"11'-6"11'-0"10'-6" 11'-0" 11'-6"5'-0"3'-2"8'-0"6"5'-0"6"1'-0"1'-0"8'-0" 4'-0"4'-0" 23.02 23.02 23.02 CEILING FIXTURE LEGEND 2 x 2 LIGHT 2 x 4 LIGHT CAN LIGHT WALL MOUNTED SCONCE LINEAR STYLE LIGHT PENDENT DIRECT/INDIRECT LIGHT SEE ELECTRICAL FOR FIXTURE MANUFACTURER CEILING PAINT: PNT-1 WHITE PAINTED IN MATTE FINISH, BRIGHT WHITE, SW 7007 FINAL COLOR SHALL BE APPROVED BY OWNER. PNT-2 SHERWIN WILLIAMS: PEPPERCORN SW 7674 PAINTED IN SATIN FINISH, FINAL COLOR SHALL BE APPROVED BY OWNER PNT-3 SHERWIN WILLIAMS: REPOSE GRAY SW 7015 PAINTED IN SATIN FINISH, FINAL COLOR SHALL BE APPROVED BY OWNER FINISH LEGEND C1 A.F.F. 1t 1'-0" PAINTING NOTES: 1. ALL GYP. DB. CEILING IN RESTROOMS TO BE PAINTED SHERWIN WILLIAMS 7007. CEILING BRIGHT WHITE, WITH MATTE FINISH UNLESS NOTED OTHERWISE. 2. ALL EXPOSED STRUCTURAL STEEL MEMBERS AND DECKING ABOVE CEILING HEIGHT TO BE PAINTED SHERWIN WILLIAMS "PEPPERCORN SW 7674" IN SATIN. EXPOSED MECHANICAL, ELECTRICAL AND PLUMBING LINES NOT TO BE PAINTED, LABEL THE LINES. VERIFY WITH ARCHITECT BEFORE PAINTING. CEILING TYPE LEGEND CEILING FINISH LEGENDTAG SUSPENDED ARMSTRONG, OR APPROVED EQ. SIZE: 24"X24" ACT LAY IN GRID STYLE: DUNE PATTERN: - EDGE: 15/16" SQUARE TEGULAR ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: GREY STONE VERIFY COLOR WITH OWNER SUSPENDED CLOUD ARMSTRONG OR APPROVED EQ. SIZE: 24"X24" CALLA LAY-IN & TEGULAR STYLE: FORMATIONS CURVES CLOUD PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: 15/16" SQUARE TEGULAR ANGLE: SEE PLANS LOCATION: KIDS ROOM COLOR: MULTI COLOR, PER OWNER EDGE TRIM: AXIOM 4" COLOR TO MATCH ACCENT COLOR: NA GYPSUM BD. SUSPENDED UNLESS NOTED OTHERWISE. SIZE: (> 30') OR (900 S.F.) ADD CONTROL JOINT FINISH: MATTE - UNLESS NOTED OTHERWISE PATTERN: - EDGE: PER MFR. RECOMMENDATION ANGLE: SEE PLANS LOCATION: RESTROOMS SEE PLANS FIELD COLOR: BRIGHT WHITE, SW 7007 EDGE TRIM: - ACCENT COLOR: TBD VERIFY WITH OWNER 6' DIA. (1 QTY.) & 8' DIA. (2 QTY.) CEILING FINISH CONT'DTAG HILL / VALLEY SECTION EXPOSED STRUCTURE. SIZE: - FINISH: SATIN - UNLESS NOTED OTHERWISE PATTERN: - TRANSITION EDGE :11'-0" TYP. A.F.F. LOCATION: SEE SECTIONS AND RCP FIELD COLOR: SHERWIN WILLIAMS PEPPERCORN SW 7674, VERIFY WITH OWNER NOTE: NO PAINT LINE IN THE EVENT CENTER. WALL PAINT FULL HEIGHT. COLOR TRANSITION STARTS AT DECK. 1'-6"SUSPENDED ARMSTRONG OR APPROVED EQ. SIZE: 4'X6' MODEL # 6258 & MODEL # 6259 STYLE: SOUNDSCAPE CANOPIES PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: PER MFR. ANGLE: SEE PLANS LOCATION: ADL FIELD COLOR: STONE, VERIFY WITH OWNER. EDGE TRIM: PER MFR. ACCENT COLOR: TBD CEILING FINISH CONT'DTAG GYPSUM BD. SUSPENDED UNLESS NOTED OTHERWISE. SIZE: (> 30') OR (900 S.F.) ADD CONTROL JOINT FINISH: MATTE - UNLESS NOTED OTHERWISE PATTERN: - EDGE: PER MFR. RECOMMENDATION ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: SW 7015 REPOSE GRAY EDGE TRIM: - ACCENT COLOR: TBD CURVATURE6 5/8" MAX4 3/4"1'-6" 10'-0" 11'-2" HILL VALLEY HILLHILL VALLEY 6" 4" WALL WASH C2 C3 C4 C5 C6 C7 C8 ? SUSPENDED CLOUD ARMSTRONG OR APPROVED EQ. SIZE: 48" DIA. STYLE: SOUNDSCAPE CIRCLE CLOUD PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: PER MFR. ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: SW 7015 REPOSE GRAY EDGE TRIM: WHERE EXPOSED AXIOM 4" ACCENT COLOR: TBD SOFFIT QUALITY EDGE, OR APPROVED EQ. SIZE: HD3 - (5") STYLE: HIDDEN FASTENER PATTERN: (MULTI-TONE) EDGE TRIM: 3" VERIFY W/ MANUFACTURER ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: 481 DRIFTWOOD NOTE: ALL MECHANICAL , ELECTRICAL, PLUMBING AND FIRE-LINE RUNS ARE TO BE BETWEEN JOIST OR THROUGH OPEN WEB'S AND AS TIGHT TO STRUCTURE AS POSSIBLE WHILE MAINTAINING CODE COMPLIANCE. 1'-6"HILL VALLEY 1'-0" VERIFY WITH PLAN TYP. CEILING FINISH CONT'D C9 SUSPENDED CLOUD SIZE: 8" STYLE: RECLAIMED BARNWOOD PATTERN / HEIGHT:VARIES EDGE: 3X3 STEEL ANGLE WITH CLEAR COAT LOCATION: EVENT CENTER FIELD COLOR: NATURALTYP.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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:26:54 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 1) REFLECTED CEILING PLAN A1.1c 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 0"1/2"1"2"4" 0'4'8'16'32'8' 1" scale:1/8" = 1'-0"A1.1c 1 REFLECTED CIELING PLAN # DATE DESCRIPTION 1 04.19.2023 Addendum 05. METALS 05.10 STEEL STRINGER, PAINTED. SEE STRUCTURAL DRAWINGS AND FINISH LEGEND. 07. THERMAL & MOISTURE PROTECTION 07.10 SOFFIT L12 WITH BEADS ARTISAN SERIES PANEL. BEADS ARE TO BE 4" APART, GAUGE IS TO BE (22GA.) WITH A EMBOSSED FINISH, MBCI, OR APPROVED EQUAL. PANEL ATTACHMENT WILL BE CONCEALED FASTENING SYSTEM, COLOR TO MATCH CANOPY. INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 07.11 METAL SOFFIT, COLOR TO MATCH SIDING. 07.34 CONTINUOUS RAIN GUTTER, MATCH STANDING SEAM ROOF COLOR. SEE ELEVATIONS. 08. OPENINGS 08.13 24" X 24" BAUCO PLUS II ACCESS PANEL OR APPROVED EQUAL, COLOR TO MATCH ADJACENT CEILING. LOCATION IN FEILD BY GC. 08.22 3"-0" X 3'-0" ROOF ACCESS HATCH. SEE SPECS AND DETAILS 3,4,5/A8.3. FOR MORE INFORMATION. 09. FINISHES 09.04 GYP. BD. SOFFIT, PAINTED SEE FINISH SCHEDULE. 09.05 SUSPENDED 5/8" GYP. BD. CEILING, PAINTED SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.11 EXPOSED STRUCTURE ABOVE PAINTED PNT-2. 09.20 GYP. BD. HEADER 8'-0" A.F.F. UNLESS NOTED OTHERWISE, PAINTED SEE FINISH SCHEDULE. 09.25 GYP. BD. COVERING UNDERSIDE OF STAIR. PAINTED TO MATCH STAIRS, SEE FINISH SCHEDULE. 09.30 SUSPENDED CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). SEE LEGEND. 10. SPECIALTIES 10.10 CURTAIN AND ROD. PROVIDED AND INSTALL BY CONTRACTOR VERIFY WITH OWNER. 11. EQUIPMENT 11.01 PROVIDE POWER AND DATA FOR WALL MOUNTED TV. EQUIPMENT PROVIDED BY TENANT. CONTRACTOR SHALL ENSURE THAT WALL IS EQUIPPED WITH BACKING TO SUPPORT TV AND MOUNTING BRACKET. COORDINATE HEIGHT WITH OWNER. 11.03 PROVIDE MOTORIZED ROLLER SHADE WINDOW COVERING. CONTROLS TO BE LOCATED AT RECEPTION DESK. MANUFACTURER: MARIAK, WITH POLYSCREEN VISION FABRIC-VISION 550-A FR-5% - COLOR LINEN 0-004-10-00398, BLACK FACING TOWARDS OUTSIDE TYP., SEE DETAILS ON SHEET A2.5 11.04 AT ALL EXTERIOR WINDOWS PROVIDE BUILDING STANDARD MANUAL ROLLER SHADE WINDOW COVERING, MANUFACTURER: COLTON INC., PLATINUM CLUTCH, 3000 NET SOLAR SCREEN FABRIC, FR-3% - COLOR N001 WHITE AND BLACK, BLACK FACING TOWARDS OUTSIDE TYP., SEE DETAILS ON SHEET A2.5 11.18 CLIMBING WALL AND DROP PAD BY OTHERS. 22. PLUMBING 22.09 ROOF DRAIN LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS. SEE PLUMBING DRAWINGS AND TENANT IMPROVEMENTS. 23. HVAC 23.02 MECHANICAL SUPPLY/RETURN AIR SHAFT, SEE MECHANICAL DRAWINGS 23.06 RADIANT TUBE HEATER SEE MECHANICAL DRAWINGS 26. ELECTRICAL 26.02 4" RECESSED CAN LIGHT, SEE ELECTRICAL. 26.03 2' X 4' LED TROFFER, SEE ELECTRICAL. 26.04 6" RECESSED CAN LIGHT, SEE ELECTRICAL. 26.05 LIGHT FIXTURE, SEE ELECTRICAL. 26.06 SUSPENDED LINEAR LIGHT FIXTURE, SEE ELECTRICAL. 26.08 DECORATIVE PENDENT LIGHT FIXTURE, SEE ELECTRICAL. 26.09 WALL-MOUNTED FIXTURE, SEE ELECTRICAL. 26.10 SUSPENDED LINEAR TRACK LIGHTING, SEE ELECTRICAL DRAWINGS. 26.12 WALL MOUNTED SECURITY LIGHTING, SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS. 26.13 PROVIDE WALL MOUNTED UP/DOWN LIGHT FIXTURE. SEE ELECTRICAL. 26.14 SURFACE MOUNTED LIGHT FIXTURE, COORDINATE POWER LINES THROUGH MASONRY SEE ELECTRICAL. 26.16 SUSPENDED DECORATIVE LIGHT FIXTURE. 74700D-5 SWITCH, EUREKA LIGHTING OR APPROVED EQUAL, SEE ELECTRICAL. 1 1 1 1 1 Range RefrigeratorUPUPUP UPUP Range A6.3 5 A6.3 4 WAITING 104 VESTIBULE 103 RECEPT. 105 KIDS 106 ADMIN. 107 UNISEX R.R. W/ SHOWER 117 OT / PT TESTING / TREATMENT 127 PT TREATMENT 126 ADL KITCHEN 118 ADL PANTRY 119 ADL FAMILY / LAUNDRY / BED RM. 116 CONSTRUCTION / CRAFT ZONE 115 OT / PT TREATMENT 129 I.T. 113 STAFF UNISEX R.R. 131 EVENT STORAGE 137 QUIET 130 JAN. 124 TECHNOLOGY 111 TESTING 109 WOMENS 133 CONSULT 108 MENS 132 GYM 122 UNISEX R.R. 123 PT 125 STORAGE 121 SENSORY RM. 120 FIRE RISER 112 HALLWAY 100 VESTIBULE 101 STAIR 134 STAIR 114 EVENT CENTER 136 FOOD PREP ROOM 139 ENTRANCE LOBBY 102 OUTDOOR PATIO 140 ADMIN. STORAGE 110 JAN. / STORAGE 138 EVENT I.T. / STOR. 135 ELECTRICAL RM. 128 A6.3 19 A6.3 20 A6.325 A6.3 26 A6.3 23 A6.3 29 21 24 27 28 22 A6.1 26 A6.4 1 2 A6.1 16 A6.1 21 A6.1 1 A6.3 18 17 A6.312 A6.3 9 11 10 A6.3 30 A2.4 G1 A2.4 H1 A2.4 J1 A2.4 M1 A2.4 N1 A2.4 A2.4 A2.4D1 A2.4 E1 A2.4 F1 A2.4 K1 A2.4 L1 A6.4 9 8 10 O1 Q1 A2.4 A2.4A1 C1 B1 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 F7 C5-SIM. B1 W1 W4W1 W110.25 F8 C1 B1 W1 W1-W9W1 W9-W1F9 C5 B1 W1 W1W6 w1F9 C1 B1 W1 W1W1 w1F11 C2 - W1 / W7 W1-W7W1 / W7W1-W7F11 C2 - W1 / W7 W1-W7W1 / W7W1-W7F11 C2 - W1 / W7 W1-W7W1 / W7W1-W7F11 C2 - W1 / W7 W1-W7W1 / W7W1-W7F11 C2 - W1 / W7 W1-W7W1 / W7W1-W709.27 F10 C5-C8 B2 W1-W12 -W4W1F10 C1 B2 W1 W1W2 W109.27 F10 C1 B2 W1 W1W1 W1F8 C5 B1 W1 W1W1 W1F8 C1 B1 W1 W1W1 W1F7 C3 - W9 -W9W9F9 C5 - - W9--A6.3 1 F12 C5 / C9 B1 W1 W1W2 W112.14 12.02 12.02 12.03 A6.37 2 3 A6.3 6 A6.3 82'-6"F9 C5 B1 W1 W1W3 W1F2 C1 B1 W2 W1W1 W1A6.316 A6.315 14 13 06.27 3'-0"3'-0" 12.0312.02 3'-6"3'-6"2'-0" 5'-0"2'-0"2'-10"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-W9W1 W9-W1F9 C1 B1 W1 W1W1 w1A6.4 4 F1 C2 B1 W1 W1W1 w1F2 C5 SIM. B1 W1 W1W1 W1F3 C5-C6 B1 W3 W1W1 w1F1 C2 B1 W1 W1W1 w1F11 C2 B2 W1 / W7 W1-W7-W8W1 / W7W1-W79'-6"2'-0"A6.4 6 7 12.28 3'-6"2'-0" F9 C1 B1 W1 W1W1 W111.07 4'-0"09.02 09.02 F13 C5 B1 W1 W1W1 W1F12 C3 B1 W6 W6W6 W6F10 C5 / C8 B2 - W1W2 W1F12 C5 B1 W1 W1W1 W1F12 C1 B1 W1 W1W1 W1F12 C1 B1 W1 W1W1 W1F12 C5 B1 W1 W1W1 W1F12 C5 B1 - W6W6 W1F12 C5 B1 W1 W6W11 -F12 C1 B1 W1 W1W1 W11F12 C3 B1 W1 W1W1 W109.27 F2 C1 B1 W1 W1W1 W16'-10 1/2"11'-8"1'-8"3'-0"F10 C5-C8 B2 - W1-W12W4 W1A2.4 P1 F4 C1 B1 W1 W1W1 W112.01 12.02 12.01 F2 C1 B1 W3 W1W1 W1F2 C1 B1 W3 W1W1 W109.37 09.37 09.27 12'-0"8'-6"10'-0"1'-8" 12.01 4'-1"22.13 F2 C1 B1 W2 W1W1 W1F2 C1 B1 W2 W1W1 W1F12 C5 B1 W1 W1W1 W1112 119 121 122C 130 129127 105 107 139A 113 125 116B 109 139B 100133 132 123 131 126 117 124 108111 106 136D 103A 134 116A 102 122A 101A 114A 114B 137 138 135 118 122B 120 110 128 122D 103B 101B 136A 116 136B 139C 136C TILE AS SCHEDULED RESILIENT SHEET, TILE, VINYL OR MODULAR FLOORING - AS SCHEDULED SCHLUTER "RENO-U" SLOPED TRANSITION TILE OR MODULAR FLOORING AS SCHEDULED CARPET AS SCHEDULED SCHLUTER "SCHIENE" THIN LINE TRANSITION NOTE: VERIFY TRANSITION STRIP MODEL & HEIGHT BASED ON FLOOR ASSEMBLY HEIGHTS FINISHED FLOOR SCHLUTER "RENO-U" SLOPED TRANSITION CARPET AS SCHEDULED FLOORING AS SCHEDULED TRANSITION STRIP, SET IN MASTIC CONCRETE FLOOR FINISH TILE AS SCHEDULEDTILE AS SCHEDULED SCHLUTER "SCHIENE" THIN LINE TRANSITION NOTE: VERIFY TRANSITION STRIP MODEL & HEIGHT BASED ON FLOOR ASSEMBLY HEIGHTS ROOM FINISH LEGEND / SYMBOLS GENERAL NOTES: -SEE ELEVATIONS FOR EXACT FINISH LOCATIONS. ALL MATERIAL SUBSTITUTIONS MUST BE APPROVED BY ARCHITECT. - ALL INTERIOR EXPOSED STEEL COLUMNS: FINISH: SEMI-GLOSS COLOR: TO BE DETERMINED BY THE WALL FINISH BEHIND 2 1 3 6 45 71. 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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:27:10 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL1) FINISH PLAN A1.1d 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 0"1/2"1"2"4" 0'4'8'16'32'8' 1" # DATE DESCRIPTION 1 04.19.2023 Addendum scale:1/8" = 1'-0"A1.1d 1 FINISH FLOOR PLAN 10. SPECIALTIES 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.27 PROVIDE TRANSITION BETWEEN DISSIMILAR FLOORING MATERIALS, SEE DETAIL 4/A1.1d. 09.37 STONE THRESHOLD AT TILE LOCATIONS. 12. FURNISHINGS 12.01 QUARTZ COUNTERTOP (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.02 QUARTZ COUNTERTOP AND 4" SPLASH (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.03 PROVIDE PLASTIC LAMINATE COUNTERTOP, COLOR: AS SELECTED BY OWNER. 12.14 COUNTERTOP TO HAVE OPENING FOR WASTE AND SHREDDER, VERIFY SIZE & ELECTRICAL REQUIREMENTS W/ OWNER PROVIDED EQUIPMENT. 12.28 STAINLESS-STEEL (16 GA.) COUNTERTOP. 12.32 MILLWORK SHELVING, SEE DETIALS 8,9,11,12/A6.8 06. WOODS & PLASTICS 06.27 1-1/2" BUTCHER BLOCK BENCH 18" A.F.F. 48" x 20". 11. EQUIPMENT 11.07 18" ADJUSTABLE SHELVING, MELAMINE ON 3/4" PARTICLE BOARD, SELF-EDGED ON PROVIDE K-V BRACKETS, WHERE INDICATED TYP. - PROVIDE 6 SHELVES. 11.18 CLIMBING WALL AND DROP PAD BY OTHERS. 11.26 18"x42" STAINLESS STEEL WIRE SHELVING, (5) SHELVES EVENLY SPACED. scale:6" = 1'-0"A1.1d 2 FLOORING TRANSITION DETAILS NOTE: SEE SHEET A1.1e FOR FINISH LEGEND 1 22. PLUMBING 22.13 STAINLESS STEEL UNDERMOUNT SINK/FAUCET SEE MECH. & PLUMB. ROOM FINISH LEGEND / SYMBOLS GENERAL NOTES: -SEE ELEVATIONS FOR EXACT FINISH LOCATIONS. ALL MATERIAL SUBSTITUTIONS MUST BE APPROVED BY ARCHITECT. - ALL INTERIOR EXPOSED STEEL COLUMNS: FINISH: SEMI-GLOSS COLOR: TO BE DETERMINED BY THE WALL FINISH BEHIND MILLWORK NOTES: 1. QUARTZ COUNTERTOP - WILSONART, COLOR: RIO UPANO (Q3008) 2. LAMINATE COUNTERTOP -WILSONART, COLOR: BAGE PAMPAS (9170-60) 3. PLASTIC LAMINATE VERTICAL FACE CABINETRY -WILSONART, COLOR: PARK ELM (7967K-12) 4. ALL MILLWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH A.W.I. STANDARDS FOR REVEAL OVERLAY CONSTRUCTION, CUSTOM GRADE. EUROPEAN HINGES (135 DEGREE), 4" WIRE PULL HANDLES (SEE MILLWORK LEGEND), HEAVY DUTY DRAWER GLIDES. PROVIDE SHOP DRAWINGS FOR APPROVAL BY ARCHITECT & TENANT BEFORE CONSTRUCTING MILLWORK. 2 1 3 6 45 71. 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. 51205122CEILING FINISH LEGENDTAG SUSPENDED ARMSTRONG, OR APPROVED EQ. SIZE: 24"X24" ACT LAY IN GRID STYLE: DUNE PATTERN: - EDGE: 15/16" SQUARE TEGULAR ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: GREY STONE VERIFY COLOR WITH OWNER SUSPENDED CLOUD ARMSTRONG OR APPROVED EQ. SIZE: 24"X24" CALLA LAY-IN & TEGULAR STYLE: FORMATIONS CURVES CLOUD PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: 15/16" SQUARE TEGULAR ANGLE: SEE PLANS LOCATION: KIDS ROOM COLOR: MULTI COLOR, PER OWNER EDGE TRIM: AXIOM 4" COLOR TO MATCH ACCENT COLOR: NA GYPSUM BD. SUSPENDED UNLESS NOTED OTHERWISE. SIZE: (> 30') OR (900 S.F.) ADD CONTROL JOINT FINISH: MATTE - UNLESS NOTED OTHERWISE PATTERN: - EDGE: PER MFR. RECOMMENDATION ANGLE: SEE PLANS LOCATION: RESTROOMS SEE PLANS FIELD COLOR: BRIGHT WHITE, SW 7007 EDGE TRIM: - ACCENT COLOR: TBD VERIFY WITH OWNER 6' DIA. (1 QTY.) & 8' DIA. (2 QTY.) CEILING FINISH CONT'DTAG HILL / VALLEY SECTION EXPOSED STRUCTURE. SIZE: - FINISH: SATIN - UNLESS NOTED OTHERWISE PATTERN: - TRANSITION EDGE :11'-0" TYP. A.F.F. LOCATION: SEE SECTIONS AND RCP FIELD COLOR: SHERWIN WILLIAMS PEPPERCORN SW 7674, VERIFY WITH OWNER NOTE: NO PAINT LINE IN THE EVENT CENTER. WALL PAINT FULL HEIGHT. COLOR TRANSITION STARTS AT DECK. 1'-6"SUSPENDED ARMSTRONG OR APPROVED EQ. SIZE: 4'X6' MODEL # 6258 & MODEL # 6259 STYLE: SOUNDSCAPE CANOPIES PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: PER MFR. ANGLE: SEE PLANS LOCATION: ADL FIELD COLOR: STONE, VERIFY WITH OWNER. EDGE TRIM: PER MFR. ACCENT COLOR: TBD CEILING FINISH CONT'DTAG GYPSUM BD. SUSPENDED UNLESS NOTED OTHERWISE. SIZE: (> 30') OR (900 S.F.) ADD CONTROL JOINT FINISH: MATTE - UNLESS NOTED OTHERWISE PATTERN: - EDGE: PER MFR. RECOMMENDATION ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: SW 7015 REPOSE GRAY EDGE TRIM: - ACCENT COLOR: TBD CURVATURE6 5/8" MAX4 3/4"1'-6" 10'-0" 11'-2" HILL VALLEY HILLHILL VALLEY WALL FINISH LEGENDTAG MASONRY SEE EXTERIOR ELEVATIONS. FINISH: SEALED COLOR: MATCH EXTERIOR TEXTURE: HONED ON INTERIOR SMOOTH INT. / SPLIT FACE EXT. GROUT JOINT: RAKED LOCATION: SEE PLANS FIELD PAINT SHERWIN WILLIAMS OR APPROVED EQ FINISH: EGGSHELL COLOR: SW 7015 REPOSE GRAY TEXTURE: NA LOCATION: ALL WALLS SEE ACCENT LOCATION ACCENT PAINT SHERWIN WILLIAMS OR APPROVED EQ FINISH: EGGSHELL COLOR: SW 6505 ATMOSPHERIC TEXTURE: NA LOCATION: SEE PLANS NOTE: -TILE, GROUT JOINTS IN WALL SHALL ALIGN WITH THOSE IN FLOOR. -INSTALL ALL TILE ACCORDING TO TCNA GUIDELINES INCLUDING UNCOUPLING MEMBRANE AND MOVEMENT JOINTS AS REQUIRED. WALL COVERING PER OWNERS REP. FINISH: NA COLOR: NA TEXTURE: NA LOCATION: WALL FINISH CONT'DTAG FIELD TILE DAL TILE OR APPROVED EQ. STYLE: UNITY ANGLE: 90, VERTICAL SIZE: 12x24 PATTERN/ INSTALL: VERTICAL, 33% OFFSET LOCATION: ALL RESTROOM TRANSITION: SCHULTER OR APPROVED EQ. FIELD COLOR: ASHGREY P405 GROUT MAPEI: (1/8") COLOR: 107 IRON ACCENT TILE DAL TILE OR APPROVED EQ. STYLE: IRONCRAFT ANGLE: 90, VERTICAL SIZE: RANDOM PATTERN/ INSTALL: RANDOM INTERLOCKING LOCATION: SHOWER TRANSITION: SCHULTER OR APPROVED EQ. FIELD COLOR: IC17 GREY BLACK BLEND GROUT MAPEI: (1/8") COLOR: 09 GRAY ACCENT TILE DAL TILE OR APPROVED EQ. STYLE: UNITY ANGLE: - SIZE: 12x24 INSTALLATION PATTERN: STACKED LOCATION: ALL DRINKING FOUNTAINS TRANSITION: SCHULTER OR APPROVED EQ. FIELD COLOR: ASHGREY P405 GROUT MAPEI: (1/8") COLOR:107 IRON ACCENT PAINT SHERWIN WILLIAMS OR APPROVED EQ FINISH: EGGSHELL COLOR: SW 6422 SHAGREEN TEXTURE: NA LOCATION: SEE PLANS ACCENT PAINT SHERWIN WILLIAMS OR APPROVED EQ FINISH: EGGSHELL COLOR: SW 6400 LUCENT YELLOW TEXTURE: NA LOCATION: SEE PLANS GLASS PER WINDOW SCHEDULE FINISH: DARK BRONZE COLOR: PER SCHEDULE TEXTURE: NA LOCATION: PER PLAN STOREFRONT INTERIOR GLAZING WALL FINISH CONT'DTAG PAINTING NOTES: 1. ALL HOLLOW METAL FRAMES AND EXPOSED STRUCTURAL STEEL MEMBERS TO BE PAINTED TO MATCH BUILDING STANDARDS, IN SEMI-GLOSS ALKYD ENAMEL. 2. ALL WALLS TO BE PAINTED FIELD PAINT, IN LATEX EGGSHELL, UNLESS NOTED OTHERWISE. 3. ALL GYP. DB. CEILING IN RESTROOMS TO BE PAINTED SHERWIN WILLIAMS 7007. CEILING BRIGHT WHITE,WITH MATTE FINISH UNLESS NOTED OTHERWISE. 4. ALL EXPOSED STRUCTURAL STEEL MEMBERS AND DECKING ABOVE CEILING HEIGHT TO BE PAINTED SHERWIN WILLIAMS "PEPPERCORN SW 7674" IN SATIN. EXPOSED MECHANICAL, ELECTRICAL AND PLUMBING LINES NOT TO BE PAINTED, LABEL THE LINES. VERIFY WITH ARCHITECT BEFORE PAINTING. C1 C2 C3 C4 C5 C6 C7 C8 W1 W2 W3 W4 W5 W6 W7 W8 W9 W11 F1 F2 F3 F5 F4 F6 F7 F8 F10 F9 F11 F12 F13 F14 B1 SUSPENDED CLOUD ARMSTRONG OR APPROVED EQ. SIZE: 48" DIA. STYLE: SOUNDSCAPE CIRCLE CLOUD PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: PER MFR. ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: SW 7015 REPOSE GRAY EDGE TRIM: WHERE EXPOSED AXIOM 4" ACCENT COLOR: TBD SOFFIT QUALITY EDGE, OR APPROVED EQ. SIZE: HD3 - (5") STYLE: HIDDEN FASTENER PATTERN: (MULTI-TONE) EDGE TRIM: 3" VERIFY W/ MANUFACTURER ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: 481 DRIFTWOOD 1'-6"HILL VALLEY 1'-0" VERIFY WITH PLAN TYP. W10 ACCENT TILE CONTEMPO OR APPROVED EQ. STYLE: HAMPTONS ANGLE: - SIZE: 3X12 INSTALLATION PATTERN: 1/3 OFFSET LOCATION: BACK SPLASH TRANSITION: SCHULTER OR APPROVED EQ. FIELD COLOR: WHIGHT, MATTE GROUT MAPEI: (1/8") COLOR: 00 WHITE PORCELAIN TILE DALTILE OR APPROVED EQ STYLE: IMAGICA ANGLE: NA SIZE: 6" x 12" PATTERN / INSTALL: COVE BASE LOCATION: TRANSITION FROM GYP TO FLOOR TRANSITION: BY MANUFACTURER FIELD COLOR: HAZE B2 (4")(6")CEILING FINISH CONT'D C9 SUSPENDED CLOUD SIZE: 8" STYLE: RECLAIMED BARNWOOD PATTERN / HEIGHT:VARIES EDGE: 3X3 STEEL ANGLE WITH CLEAR COAT LOCATION: EVENT CENTER FIELD COLOR: NATURAL FRP PER SCHEDULE FINISH: SMOOTH COLOR: WHITE TEXTURE: SMOOTH LOCATION: JANITOR SINKS SIZE 4'-3" TALL 4'-0" WIDE W12 TYP.6'-0"8"TYP. 6'-0"3"1 1 1 WALL ASSEMBLY THERMALLY BROKEN STOREFRONT ASSEMBLYNOTE: 1/2" CORIAN SILL WITH EASED EDGES STUD FURRING. PAINTED 5/8" GYP. BD. F.V. VARIES NEW CONT. CLEAR CAULK ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:27:10 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 FINISH PLAN LEGEND A1.1e 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.19.2023 Addendum 1 1 scale:1 1/2" = 1'-0"A1.1e 1 WINDOW SILL 1 • VERTICAL MTL. SIDING, • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 2x4 WD. STUD FURRING, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X8 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • EX-2A EXTERIOR INTERIOR • (7.2 RIB) REVERSE ROLLED METAL SIDING, • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 2x4 WD. STUD FURRING, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • • (7.2 RIB) REVERSE ROLLED METAL SIDING, • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 2x6 WD. STUD FURRING, AIR GAP • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • EX-2C EXTERIOR INTERIOR EX-2D EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EX-2B EXTERIOR INTERIOR EX-2E EX-2F EX-2G EX-2H EX-2J EX-2K EX-2L EX-2M • HIGH IMPACT 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT • LIQUID APPLIED AIR / MOISTURE BARRIER, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • • (7.2 RIB) REVERSE ROLLED METAL SIDING, • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 8" CMU, SEALED, SEE STR. (NOTE: HONED AT EXPOSED INTERIOR) • 3-5/8" MTL. STUD, FURRING w/ (R-13) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT, OVER • 8" CMU, SEALED, (NOTE: HONED WHERE EXPOSED ON INTERIOR) • 3-5/8" MTL. STUD, FURRING w/ (R-13) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT, OVER • 8" SMOOTH-FACED CMU, SEALED, TOP HEIGHT ABOVE LEVEL 1 22'-0" A.F.F. (SEE ELEV.) (HONED WHERE EXPOSED ON INTERIOR) ABOVE MASONRY • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT OVER, • LIQUID APPLIED AIR / MOISTURE BARRIER OVER, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS ,OVER • 2X4 WD. STUD, RAISED WALL WITH (E.I.F.S.) • VERTICAL MTL. SIDING 3'-2" A.F.F., OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • 1/2" EXTERIOR SHEATHING, OVER • 2X4 WD. STUDS FURRING, • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT, OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, OVER • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT, • LIQUID APPLIED AIR / MOISTURE BARRIER, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • • (7.2 RIB) REVERSE ROLLED METAL SIDING, OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • 2.6" HUNTER Xci PLY 5/8", OR APPROVED EQUAL. (R-12) • 8" CMU, SEALED, (NOTE: HONED WHERE EXPOSED ON INTERIOR) • 3-5/8" MTL. STUD, FURRING w/ (R-13) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • EX-2N EXTERIOR INTERIOR • (7.2 RIB) REVERSE ROLLED METAL SIDING, OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • 2.6" HUNTER Xci PLY 5/8", OR APPROVED EQUAL. (R-12) • 8" CMU, SEALED, (NOTE: HONED WHERE EXPOSED ON INTERIOR) ? WALL LEGENDEX- VISUAL REFERENCE NOTE: INTERIOR PARTITION WALL TYPE ON SHEETS A1.5a /A1.5b WINDOW TYPE AND SCHEDULE ON SHEETS A2.3 / A2.4 DOOR TYPE AND SCHEDULE ON SHEETS A7.1 / A7.2 ? EX-2R EXTERIOR INTERIOR EX-2S EXTERIOR INTERIOR EX-2P EXTERIOR INTERIOR EX-2Q EXTERIOR INTERIOR • 8" SPLIT-FACED CMU, SEALED, (HONED WHERE EXPOSED ON INTERIOR) • 6" MTL. STUD, FURRING FULL HEIGHT w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:27:12 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 2) EXTERIOR WALL LEGEND A1.2 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION UPUPUP UPUP 1 A3.1 1 A3.1 1 A3.2 1 A3.2 3 A4.5 2 A3.1 2 A3.1 A2.2 1 A2.1 1 A2.2 2 A2.13 2 A4.4 5 A4.4 2 A3.2 2 A3.2 2 A4.5 4 A4.5 5 A4.2 1 A4.5 1 A4.5 24'-4"4"23'-1"4"16'-11"4"23'-5"8'-3"4'-3"16'-1"6'-4" STAIR 206 UNISEX 203 LOUNGE 201 MENS 209 WOMENS 208 STORAGE 231 SPEECH 1 233 SPEECH 7 229 SPEECH 15 214 SPEECH 3 232 SPEECH 4 230 SPEECH 5 228 SPEECH 6 226 SPEECH 8 227 SPEECH 13 217 SPEECH 12 219 SPEECH 9 225SPEECH 10 223 SPEECH 11 222 CONSTRUCTION / CRAFT ZONE 220 OT /PT TREATMENT 218 SPEECH 16 216 OT /PT TREATMENT 213 STORAGE 211 STAIRS 224 MEZZANINE 212 STOR. 221 EVENT FAMILY 202 EVENT FAMILY 204 SPEECH 2 234 SPEECH 14 215 UNISEX STAFF R.R. 210 MOTHERS RM. 207 HALLWAY 235 7'-3"1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 4.5 7.8 7.8 E.7 E.7 2.4 2.4 6.3 6.4 6.4 7.2 7.26.65.6 3 A3.2 3 A3.2 3 A3.1 3 A3.1 5 A4.1 4'-0"230A228A226A 223A 222A 231A 216A218A 211 232A 213A 215A 228B 230B 232B226B 218B 216B 225A 217A219A 225B 219B 217B 229A 233A 213B 234A 234B 208 205 229B 214A 214B 210 215B 203 222B 207 201 221 202 227B 227A 224 206 223B 209 220 231B 233B 204JAN. 205 A2.01 2 A2.02'-11"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'-11"7'-6"6'-0 1/2"5'-11"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'-10"2'-0"14'-0"14'-0"5'-10"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'-11"5'-0"5'-0"5'-11"5'-0"5'-11"CLEAR 5'-0"11'-7"11'-10"11'-10"5'-5"3'-5"14'-1"14'-1" 9'-8"11'-10"9'-2"11'-7"11'-10"11'-10"5'-5"12'-3 1/2"5'-8 1/2"5'-9"7'-10" 11'-5" 3'-1 1/2" 5'-0"9'-11 1/2" 2'-6"2'-6"2'-6"5"4'-8"4 1/2"2'-6" 2'-6"2'-0"5'-0"2'-6" 2'-6" 2'-6" 2'-0"4'-8"2'-8"4'-8"8'-0"3'-4"4'-0"3'-4"8'-0"4'-8"8'-0"4'-8" EX-2F EX-2F EX-2K EX-2KEX-2K EX-2K 5'-0"8'-7" EX-2A EX-2G EX-2G EX-2A A1.2b SEE SHEET 2'-6" 2'-6"6'-7"2'-0"5'-5"1'-3"9'-3" 2'-6" EX-2K 30'-6 1/2"7'-0"17'-8"1'-11 1/2"8'-8"8'-0"8'-8"2'-4"EQ EQ 19'-8" MASONRY 17'-4" IN MASONRY OPENING 7'-4" MASONRY 34'-8" IN MASONRY OPENING 6'-0" MASONRY 6'-8" 10'-0"10'-0" 10'-0"10'-0" 1.3 1.3 7.7 7.7 F.9 F.9 F.2 F.2 F.8 F.8 F.7 F.7 A.3 B.3 B.3 1.8 5'-0"5'-0"5'-11"8'-8"4'-0"8'-8"4'-0"8'-8"4'-0"8'-8"4'-0"8'-8"4'-0"8'-8" 12'-8"15'-4"16'-8"12'-8"14'-8" 4'-0" 8" 4"5'-1"16'-0"4'-0"2'-0"8'-8"4'-0"10'-8"4'-0"4'-0" 6'-0" 200 GENERAL LEGEND 1. INTERIOR DIMENSIONS ARE TO FINISH FACE OF WALL MATERIAL & CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. 2. EXTERIOR DIMENSIONS ARE FROM FINISH FACE OF EXTERIOR SHEATHING TO FINISH FACE OF EXTERIOR SHEATHING AND AT FINISH FACE OF OPENINGS MATERIAL, UNLESS NOTED OTHERWISE. 3. A MINIMUM OF 5% OF THE LOCKERS BEING PROVIDED WILL BE ACCESSIBLE PER IBC SECTION 1109.9.THE ACCESSIBLE LOCKER(S) SHALL BE LOCATED WITHIN THE ACCESSIBLE REACH RANGES OUTLINED IN SECTION 308 OF ICC A117.1-09 (15 TO 48- INCHES). THIS INCLUDES ALL FEATURES AND ELEMENTS OF THE LOCKER (I.E. LOCK, SHELVES, HOOKS, ETC.). THE OPERABLE PARTS FOR THE LOCKER, AND LOCK IF PROVIDED, SHALL BE ACCESSIBLE AND COMPLY WITH SECTION 309 OF ICC A117.1-09. 4. INTERIOR PARTITIONS TO BE FULL HEIGHT. UNLESS NOTED OTHERWISE. 5. THE WORK SHALL CONFORM TO REQUIREMENTS OF APPLICABLE LOCAL, STATE, AND FEDERAL BUILDING CODES AND AGENCIES HAVING JURISDICTION OVER THE VARIOUS PHASES OF THE WORK. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING WORK AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES. 7. PROVIDE FULL HEIGHT 5/8" CEMENT BACKER BOARD AT TOILET AND JANITOR ROOMS, AND AT WALLS TO RECEIVE TILE UNLESS NOTED OTHERWISE. 8. PROVIDE AND INSTALL SOUND DAMPENING INSULATION AT ALL PERIMETER METAL STUD WALLS OF RESTROOMS AND MECHANICAL ROOMS. EXTEND PARTITION WALLS TO UNDERSIDE OF DECK. 9. REFER TO NOTED FLOOR PLANS AND CODE ANALYSIS FOR FIRE-RATED WALLS. PROVIDE SOLID BACKING FOR ALL FIRE-RATED SHUTTERS IN WALL CAVITIES. 10. PROVIDE AND INSTALL THERMAL BATT INSULATION AT INTERIOR PARTITION WALLS ADJOINING AIR CONDITIONED AREAS WITH NON-AIR CONDITIONED AREAS. 11. REFER TO ACCESSIBILITY STANDARDS SHEETS FOR ACCESSIBILITY REQUIREMENTS. THE WORK SHALL CONFORM TO LOCAL, STATE, AND FEDERAL ACCESSIBILITY REQUIREMENTS. 12. ACCESSIBLE RESTROOMS SHALL CONFORM TO LOCAL, STATE AND FEDERAL ACCESSIBILITY REQUIREMENTS. 13. CONTRACTOR SHALL PROVIDE BLOCKING WHERE REQUIRED FOR TOILET ACCESSORIES. 14. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER CONNECTIONS OF THE EQUIPMENT. THE CONTRACTOR SHALL COORDINATE W/ OWNER'S VENDORS FOR ITEMS REQUIRING HOOK-UPS. 15. CONTRACTOR SHALL PROVIDE (3) 4'-0" x 8'-0" x 3/4" THICK A-C GRADE PAINTED PLYWOOD PANEL BOARDS FOR COMMUNICATION AND DATA EQUIPMENT. LOCATION TO BE DETERMINED BY ARCHITECT. 16. GENERAL CONTRACTOR SHALL SECURE AND PAY FOR BUILDING PERMITS, APPLICATIONS FEES, SERVICE FEES, GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK. 17. PAINT EXPOSED CONDUIT, PIPING, BUILDING COMPONENTS, ACCESSORIES, DUCTWORK AND PIPING RACEWAY ACCESSORIES AT ROOMS NOTED AS "PAINT EXPOSED STRUCTURE"UNLESS NOTED OTHERWISE. PROVIDED VISABLE LABELS FOR EACH WIRE AND/OR PIPES, WHO'S IDENTIFICATION IS COVERD OR HIDDEN. 18. PAINT VISIBLE CONDUIT, PIPING, BUILDING COMPONENTS, ACCESSORIES, DUCTWORK AND PIPING RACEWAY ACCESSORIES ABOVE RETURN AIR GRILLS WHEN RETURN AIR PLENUM IS DESIGNED. 19. HOLLOW METAL DOORS AND FRAMES SHALL BE PAINTED TO MATCH ADJACENT WALL, BOTH SIDES, UNLESS NOTED OTHERWISE .TYP. 20. PROVIDE 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP., AT WALLS INDICATED AND SPECIFIED. DIMENSIONS EXTERIOR DIMENSIONS INTERIOR EXTERIOR FINISH MATERIAL IF WALL IS GREATER THAN 30' (900 S.F.) ADD CONTROL JOINT (USG 093 OR APPROVED EQUAL) AT COLUMN INTERIOR DIM. REF: PLAN VARIES ? EXTERIOR WALL TYPE ON PREVIOUS SHEET INTERIOR PARTITION WALL TYPE ON SHEETS A1.5a /A1.5b WINDOW TYPE AND SCHEDULE ON SHEETS A2.3 / A2.4 DOOR TYPE AND SCHEDULE ON SHEETS A7.1 / A7.2? VISUAL REFERENCE TYPE GENERAL NOTES ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:27:20 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 2) DIMENSION FLOOR PLAN A1.2a 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION 0"1/2"1"2"4" 0'4'8'16'32'8' 1" scale:1/8" = 1'-0"A1.2a 1 LEVEL 2- FLOOR PLAN # DATE DESCRIPTION UPUPUP UPUP 1 A3.1 1 A3.1 1 A3.2 1 A3.2 3 A4.5 2 A3.1 2 A3.1 A2.2 1 A2.1 1 A2.2 2 A2.13 2 A4.4 5 A4.4 2 A3.2 2 A3.2 2 A4.5 4 A4.5 5 A4.2 1 A4.5 1 A4.5 STAIR 206 UNISEX 203 LOUNGE 201 MENS 209 WOMENS 208 STORAGE 231 SPEECH 1 233 SPEECH 7 229 SPEECH 15 214 SPEECH 3 232 SPEECH 4 230 SPEECH 5 228 SPEECH 6 226 SPEECH 8 227 SPEECH 13 217 SPEECH 12 219 SPEECH 9 225 SPEECH 10 223 SPEECH 11 222 CONSTRUCTION / CRAFT ZONE 220 OT /PT TREATMENT 218 SPEECH 16 216 OT /PT TREATMENT 213 STORAGE 211 STAIRS 224 MEZZANINE 212 STOR. 221 EVENT FAMILY 202 EVENT FAMILY 204 SPEECH 2 234 SPEECH 14 215 UNISEX STAFF R.R. 210 MOTHERS RM. 207 HALLWAY 235 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D EE F F G G 4.5 4.5 7.8 7.8 2.4 2.4 6.3 6.3 6.4 7.2 7.2 6.6 6.6 5.6 5.6 3 A3.2 3 A3.2 3 A3.1 3 A3.1 5 A4.1 A2.01 2 A2.0 09.22 11.19 10.23 08.22 08.23 11.06 11.10 12.26 11.27 12.04 22.11 11.07 06.01 23.03 11.0711.07 11.10 12.03 230A228A226A 223A 222A 231A 216A 218A 211 232A 213A 215A 228B 230B 232B226B 218B 216B 225A 217A219A 225B 219B 217B 229A 233A 213B 234A 234B 208 205 229B 214A 214B 210 215B 203 222B 207 201 221 202 227B 227A 224 206 223B 209 220 231B 233B 204 212 10.05 10.23 23.03 05.04 05.04 09.23 09.23 11.15 FA4 MA8 FB2 SJ8 SK6 FB2 FB2 SK4SK6 SL8 SL6 SL6 SK6 FB4 FT6SM4 FB4 FT2 SN4 FA4 FT6 SD4 FT4 08.08 SC4 SB4SB4SB4SA4 SB4 SE6 S08 SK8 RA4 SN4 RA4 RA6 RA4 09.22 08.06 11.12 22.2022.11 10.05 08.02 08.02 04.12 22.02 22.03 22.11 11.12 SA6 FB4 SC4SC4 SC4 SA4 SA8 SA4 SC4 SC4 SC4 SB4SB4 SB4SB4 SA4 SB4 SB8 SC4 SC4 SC4 SB4 SB6 SB4 SB4 SB4 SB4 SC4 SC4 FA4 SC4 SC4 SC4 SC4 SB6 SB6 SB4 SD4 SA4 SA4 SC4 08.08 08.08 08.06 08.08 SB4 SB4 SB4 SA4 SA6 SB4 SB4 SB4 SF4 11.07 SE4 11.07 08.01 08.01 09.19 09.19 09.23 08.01 08.15 08.06 11.12 26.16 07.32 SE6 SE6 08.01 08.01 08.01 09.26 FA4 FT4 SJ6 A6.1 1 Sim A6.2 6 FB414.01 09.19 08.01 09.02 09.02 1.3 1.3 7.7 7.7 F.9 F.9 F.2 F.2 F.8 F.8 F.7 F.7 A.2 A.2 A.3 A.3 1.8 6'-0 1/2"06.26 06.2606.26 SA4 SK6 SA4 SA4 FA2 07.19 09.19 6'-9"6'-9"6'-9" SILL SILL SILL 09.1909.19 08.01 08.01 05.33 MB8 10.25 23.04 07.52 07.20 200 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:27:41 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 2) KEYNOTE FLOOR PLAN A1.2b 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 0"1/2"1"2"4" 0'4'8'16'32'8' 1" scale:1/8" = 1'-0"A1.2b 1 LEVEL 2- FLOOR PLAN # DATE DESCRIPTION 05. METALS 05.04 STRUCTURAL SUPPORT, SEE STRUCTURAL DRAWINGS. 05.33 CAP ENDS OF TUBE STEEL, GRIND ALL WELDS SMOOTH PRIME AND PAINTED. 04. MASONRY 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 06. WOODS & PLASTICS 06.01 SHEATHING, REFER TO STRUCTURAL DRAWINGS. 06.26 1-1/2" EIFS OVER, WRB. OVER, EXTERIOR SHEATHING OVER, 2x WOOD STUD FURRING WITH 2X4" STUD FRAMING FULL HEIGHT TO JOIST ABOVE. WHERE APPLICABLE, ALIGN FACE OF SHEATHING WITH FACE OF MASONRY FOR CONTINUATION OF EXTERIOR FINISH. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.02 FIRE-FRAMES HEAT BARRIER STOREFRONT SYSTEM WITH DOOR, (TGP OR APPROVED EQUAL) 1hr (60MIN.) ASSEMBLY MEETS ASTM E119 OR UL 263 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 08.08 INTERIOR TEMPERED BUTT GLASS SYSTEM ALUMINUM FINISH. COLOR TO MATCH EXTERIOR MULLIONS (DARK BRONZE) (FALKBUILT OR APPROVED EQUAL), WITH CLEAR ACOUSTICAL CAULK. WALLS ABOVE TO BE FULL HEIGHT AND INSULATED WHERE APPLICABLE. 08.15 INTERIOR BUTT GLASS SYSTEM ALUMINUM FINISH. COLOR TO MATCH EXTERIOR MULLIONS (DARK BRONZE) (FALKBUILT OR APPROVED EQUAL), WITH CLEAR ACOUSTICAL CAULK. 08.22 3"-0" X 3'-0" ROOF ACCESS HATCH. SEE SPECS AND DETAILS 3,4,5/A8.3. FOR MORE INFORMATION. 08.23 36" X 36" ATTIC ACCESS PANEL WITH VENT AND HEAVY MESH BUG SCREEN, WB EST 1400 (WILLIAMS BROTHERS OR APPROVED EQAUL). PAINTED TO MATCH EIFS. MOUNTING HEIGHT TO BE 18" MIN. ABOVE ROOF MEMBRANE, 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.19 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. 09.22 PAINTED 5/8" GYP. BD. ADHERED TO WALL. SEE FINISH SCHEDULE. 09.23 PROVIDE 7/16" OR 1-3/16" "SCHIENE-STEP" EDGE TRANSITION. FIELD VERIFY CONDITION FOR SIZE. (SCHLUTER OR APPROVED EQUAL) GC. TO PROVIDE PHYSICAL SAMPLES FOR ALTERNATE EDGE CONDITION. 09.26 FINISH FLOOR, SEE FINISH PLAN; OVER 1 1/2" GYPCRETE OVER FLOOR DECKING. 10. SPECIALTIES 10.05 TOUCHLESS PAPER TOWEL DISPENSER/WASTE RECEPTACLE, MODEL B-3974 AND POWER SUPPLY AC ADAPTER PART NO. 3974-57 (BOBRICK OR APPROVED EQUAL) PROVIDED AND INSTALL BY CONTRCTOR VERIFY WITH OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE POWER REQUIREMENTS AND EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.23 AUTOMATIC TOWEL DISPENSER - GEORGIA PACIFIC "ENMOTION" OR APPROVED EQUAL. PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. 11. EQUIPMENT 11.06 CONTRACTOR TO VERIFY WITH OWNERS REP. FOR FURNITURE OR EQUIPMENT, CONTRACTOR TO INSTILL AS REQUIRED. VERIFY SIZE & ELECTRICAL AND/OR PLUMBING REQUIREMENTS W/ OWNER. 11.07 18" ADJUSTABLE SHELVING, MELAMINE ON 3/4" PARTICLE BOARD, SELF-EDGED ON PROVIDE K-V BRACKETS, WHERE INDICATED TYP. - PROVIDE 6 SHELVES. 11.10 FURNITURE AND EQUIPMENT, N.I.C., TYP. 11.12 DASHED LINES REPRESENTS OWNER PROVIDED FURNITURE OR EQUIPMENT, VERIFY SIZE REQUIREMENTS W/ EQUIPMENT PROVIDER. 11.15 18" ADJUSTABLE SHELVING, MELAMINE ON 3/4" PARTICLE BOARD, SELF-EDGED ON PROVIDE K-V BRACKETS, WHERE INDICATED TYP. - IN ROOMS WHERE MOISTURE IS PRESENT, PRIME AND PAINT ALL EDGES AND SURFACES THAT ARE EXPOSED. 11.19 FIREPLACE, SEE PLUMBING AND MECHANICAL DRAWINGS. VERIFY WITH MFR. FOR WALL THICKNESS AND MOUNTING HEIGHTS. 11.27 10" ADJUSTABLE SHELVING, MELAMINE ON 3/4" PARTICLE BOARD, SELF-EDGED ON PROVIDE K-V BRACKETS, WHERE INDICATED TYP. - PROVIDE 5 SHELVES. 12. FURNISHINGS 12.03 PROVIDE PLASTIC LAMINATE COUNTERTOP, COLOR: AS SELECTED BY OWNER. 12.04 PLASTIC LAMINATE CABINETRY, SEE FINISH SCHEDULE - PROVIDE TOEKICK MATERIAL TO MATCH BASE CABINET, TYP. 12.26 SWING TABLE 8'-0" DIA. ROUND OR RECTANGLE VERIFY WITH OWNER. CUSTOM HEIGHT FOR KIDS, DUFFY LONDON OR APPROVED EQUAL. 14. CONVEYING EQUIPMENT 14.01 ELEVATOR, 3100 MRL 3000 lb. FRONT LEFT OPENING, WITH KEY CARD ACCESS. (SCHINDLER OR APPROVED EQUAL). 22. PLUMBING 22.02 FLOOR SINK / FLOOR TROUGH, SEE PLUMBING DRAWINGS. 22.03 FLOOR MOUNTED JANITOR SERVICE SINK. WET WALLS ARE TO HAVE TILE WAINSCOTING 4'-0" A.F.F. REFER TO PLUMBING DRAWINGS. 22.11 HAND WASH SINK, SEE PLUMBING DRAWINGS. 22.20 DRINKING FOUNTAIN, (ELKAY) HIGH LOW WITH BOTTLE FILLER, SEE PLUMBING DRAWINGS. 07. THERMAL & MOISTURE PROTECTION 07.19 R-13 BATT INSULATION IN 3-5/8" METAL STUD WALL CAVITY. 07.20 R-36 CLOSED CELL SPRAY FOAM (2 LBS/PER CUBIC FT). 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.52 COVER BOARD, OVER POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING. 23. HVAC 23.03 MECHANICAL SHAFT, SEE MECHANICAL. 23.04 MECHANICAL EQUIPMENT, SEE MECHANICAL. 26. ELECTRICAL 26.16 SUSPENDED DECORATIVE LIGHT FIXTURE. 74700D-5 SWITCH, EUREKA LIGHTING OR APPROVED EQUAL, SEE ELECTRICAL. 1 A3.1 1 A3.1 1 A3.2 1 A3.2 3 A4.5 2 A3.1 2 A3.1 A2.2 1 A2.1 1 A2.2 2 A2.13 2 A4.4 5 A4.4 2 A3.2 2 A3.2 2 A4.5 4 A4.5 5 A4.2 EQ EQEQEQ EQ EQ EQ EQ EQ EQ EQEQ2'-0"4'-0"2'-0"EQ EQ EQ EQ EQ EQEQEQ EQ EQ 2'-6"EQEQEQEQ1'-2" 2'-0"EQEQEQEQ4'-6"8'-10"8'-10"4'-6"8'-8"10'-0"4'-4"4'-4"4'-4"1'-8"3'-4"EQEQEQEQ 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"EQEQ4'-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 07.104'-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"EQEQ8'-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 26.0515'-3"2'-0"EQEQ1'-8"11'-11"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"EQEQ2'-0 1/2" 3'-5 1/2"4'-8"2'-0"3"2'-2"8'-8"8'-0"8'-8"2'-4"EQ EQ EQ EQ 2'-4"12'-8"12'-8"12'-8"12'-8"12'-8"2'-4"7'-4"4'-4"2'-2"2'-2"4'-2"4'-2"4'-2"4'-2"4'-2"4'-2"4'-2"1'-3" 8'-0" 10'-0"1'-0"22.10 05.08 11.18 26.04 10'-0"10'-0" 10'-0"10'-0" A.F.F. C1 9'-0" A.F.F. C1 10'-0" A.F.F. C2 8'-6" A.F.F. C1 10'-0" 11.04 11.04 07.11 3'-4"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"2'-1 1/2" 08.13 1'-6"3'-7"1'-6" 14.01 09.04 8'-0" 8'-5"8'-0"8'-0"8'-0"8'-0"8'-0"2'-8" 26.10 09.04 3'-5 1/2"3'-8"2'-8"09.05 09.25 26.04 23.03 23.03 23.03 2'-0"4'-4"4'-4"4'-4"5'-6"2'-6"2'-0"2'-0"2'-0"4'-4"4'-4"4'-4"2'-5" 26.09 2'-6"4'-6"2'-0"3'-7"6'-0"5'-0"26.04 09.06 8'-6"2'-6"2'-6"1.3 1.3 F.9 F.9 F.2 F.2 F.8 F.8 F.7 F.7 A.2 A.2 A.3 B.3 1.8 6'-0" 6'-0" 24'-5" 24'-5" 8'-6" 9'-0" 10'-0" 8'-0"C3 C3 C3 C3 C3 10'-0" C9 08.23 07.10 07.10 26.04 05.28 C9 C7 C3 EQEQEQ EQ 10'-6" C9 CEILING FIXTURE LEGEND 2 x 2 LIGHT 2 x 4 LIGHT CAN LIGHT WALL MOUNTED SCONCE LINEAR STYLE LIGHT PENDENT DIRECT/INDIRECT LIGHT SEE ELECTRICAL FOR FIXTURE MANUFACTURER CEILING PAINT: PNT-1 WHITE PAINTED IN MATTE FINISH, BRIGHT WHITE, SW 7007 FINAL COLOR SHALL BE APPROVED BY OWNER. PNT-2 SHERWIN WILLIAMS: PEPPERCORN SW 7674 PAINTED IN SATIN FINISH, FINAL COLOR SHALL BE APPROVED BY OWNER PNT-3 SHERWIN WILLIAMS: REPOSE GRAY SW 7015 PAINTED IN SATIN FINISH, FINAL COLOR SHALL BE APPROVED BY OWNER FINISH LEGEND C1 A.F.F. 1t 1'-0" PAINTING NOTES: 1. ALL GYP. DB. CEILING IN RESTROOMS TO BE PAINTED SHERWIN WILLIAMS 7007. CEILING BRIGHT WHITE, WITH MATTE FINISH UNLESS NOTED OTHERWISE. 2. ALL EXPOSED STRUCTURAL STEEL MEMBERS AND DECKING ABOVE CEILING HEIGHT TO BE PAINTED SHERWIN WILLIAMS "PEPPERCORN SW 7674" IN SATIN. EXPOSED MECHANICAL, ELECTRICAL AND PLUMBING LINES NOT TO BE PAINTED, LABEL THE LINES. VERIFY WITH ARCHITECT BEFORE PAINTING. CEILING TYPE LEGEND CEILING FINISH LEGENDTAG SUSPENDED ARMSTRONG, OR APPROVED EQ. SIZE: 24"X24" ACT LAY IN GRID STYLE: DUNE PATTERN: - EDGE: 15/16" SQUARE TEGULAR ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: GREY STONE VERIFY COLOR WITH OWNER SUSPENDED CLOUD ARMSTRONG OR APPROVED EQ. SIZE: 24"X24" CALLA LAY-IN & TEGULAR STYLE: FORMATIONS CURVES CLOUD PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: 15/16" SQUARE TEGULAR ANGLE: SEE PLANS LOCATION: KIDS ROOM COLOR: MULTI COLOR, PER OWNER EDGE TRIM: AXIOM 4" COLOR TO MATCH ACCENT COLOR: NA GYPSUM BD. SUSPENDED UNLESS NOTED OTHERWISE. SIZE: (> 30') OR (900 S.F.) ADD CONTROL JOINT FINISH: MATTE - UNLESS NOTED OTHERWISE PATTERN: - EDGE: PER MFR. RECOMMENDATION ANGLE: SEE PLANS LOCATION: RESTROOMS SEE PLANS FIELD COLOR: BRIGHT WHITE, SW 7007 EDGE TRIM: - ACCENT COLOR: TBD VERIFY WITH OWNER 6' DIA. (1 QTY.) & 8' DIA. (2 QTY.) CEILING FINISH CONT'DTAG HILL / VALLEY SECTION EXPOSED STRUCTURE. SIZE: - FINISH: SATIN - UNLESS NOTED OTHERWISE PATTERN: - TRANSITION EDGE :11'-0" TYP. A.F.F. LOCATION: SEE SECTIONS AND RCP FIELD COLOR: SHERWIN WILLIAMS PEPPERCORN SW 7674, VERIFY WITH OWNER NOTE: NO PAINT LINE IN THE EVENT CENTER. WALL PAINT FULL HEIGHT. COLOR TRANSITION STARTS AT DECK. 1'-6"SUSPENDED ARMSTRONG OR APPROVED EQ. SIZE: 4'X6' MODEL # 6258 & MODEL # 6259 STYLE: SOUNDSCAPE CANOPIES PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: PER MFR. ANGLE: SEE PLANS LOCATION: ADL FIELD COLOR: STONE, VERIFY WITH OWNER. EDGE TRIM: PER MFR. ACCENT COLOR: TBD CEILING FINISH CONT'DTAG GYPSUM BD. SUSPENDED UNLESS NOTED OTHERWISE. SIZE: (> 30') OR (900 S.F.) ADD CONTROL JOINT FINISH: MATTE - UNLESS NOTED OTHERWISE PATTERN: - EDGE: PER MFR. RECOMMENDATION ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: SW 7015 REPOSE GRAY EDGE TRIM: - ACCENT COLOR: TBD CURVATURE6 5/8" MAX4 3/4"1'-6" 10'-0" 11'-2" HILL VALLEY HILLHILL VALLEY 6" 4" WALL WASH C2 C3 C4 C5 C6 C7 C8 ? SUSPENDED CLOUD ARMSTRONG OR APPROVED EQ. SIZE: 48" DIA. STYLE: SOUNDSCAPE CIRCLE CLOUD PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: PER MFR. ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: SW 7015 REPOSE GRAY EDGE TRIM: WHERE EXPOSED AXIOM 4" ACCENT COLOR: TBD SOFFIT QUALITY EDGE, OR APPROVED EQ. SIZE: HD3 - (5") STYLE: HIDDEN FASTENER PATTERN: (MULTI-TONE) EDGE TRIM: 3" VERIFY W/ MANUFACTURER ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: 481 DRIFTWOOD NOTE: ALL MECHANICAL , ELECTRICAL, PLUMBING AND FIRE-LINE RUNS ARE TO BE BETWEEN JOIST OR THROUGH OPEN WEB'S AND AS TIGHT TO STRUCTURE AS POSSIBLE WHILE MAINTAINING CODE COMPLIANCE. 1'-6"HILL VALLEY 1'-0" VERIFY WITH PLAN TYP. CEILING FINISH CONT'D C9 SUSPENDED CLOUD SIZE: 8" STYLE: RECLAIMED BARNWOOD PATTERN / HEIGHT:VARIES EDGE: 3X3 STEEL ANGLE WITH CLEAR COAT LOCATION: EVENT CENTER FIELD COLOR: NATURALTYP.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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:27:55 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 2) REFLECTED CEILING PLAN A1.2c 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 0"1/2"1"2"4" 0'4'8'16'32'8' 1" scale:1/8" = 1'-0"A1.2c 1 REFLECTED CIELING PLAN # DATE DESCRIPTION REFERENCE NOTES: 05. METALS 05.04 STRUCTURAL SUPPORT, SEE STRUCTURAL DRAWINGS. 05.08 METAL DECKING, SEE STRUCTURAL DRAWINGS 05.28 ROOF ACCESS LADDER. SEE DETAILS 3,4,5/A8.3 PAINTED TO MATCH BUILDING. 07. THERMAL & MOISTURE PROTECTION 07.10 SOFFIT L12 WITH BEADS ARTISAN SERIES PANEL. BEADS ARE TO BE 4" APART, GAUGE IS TO BE (22GA.) WITH A EMBOSSED FINISH, MBCI, OR APPROVED EQUAL. PANEL ATTACHMENT WILL BE CONCEALED FASTENING SYSTEM, COLOR TO MATCH CANOPY. INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 07.11 METAL SOFFIT, COLOR TO MATCH SIDING. 08. OPENINGS 08.13 24" X 24" BAUCO PLUS II ACCESS PANEL OR APPROVED EQUAL, COLOR TO MATCH ADJACENT CEILING. LOCATION IN FEILD BY GC. 08.23 36" X 36" ATTIC ACCESS PANEL WITH VENT AND HEAVY MESH BUG SCREEN, WB EST 1400 (WILLIAMS BROTHERS OR APPROVED EQAUL). PAINTED TO MATCH EIFS. MOUNTING HEIGHT TO BE 18" MIN. ABOVE ROOF MEMBRANE, 09. FINISHES 09.04 GYP. BD. SOFFIT, PAINTED SEE FINISH SCHEDULE. 09.05 SUSPENDED 5/8" GYP. BD. CEILING, PAINTED SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.09 EXPOSED STRUCTURE, CLEAR-COAT FINISH. SEE FINISH SCHEDULE 09.11 EXPOSED STRUCTURE ABOVE PAINTED PNT-2. 09.25 GYP. BD. COVERING UNDERSIDE OF STAIR. PAINTED TO MATCH STAIRS, SEE FINISH SCHEDULE. 11. EQUIPMENT 11.03 PROVIDE MOTORIZED ROLLER SHADE WINDOW COVERING. CONTROLS TO BE LOCATED AT RECEPTION DESK. MANUFACTURER: MARIAK, WITH POLYSCREEN VISION FABRIC-VISION 550-A FR-5% - COLOR LINEN 0-004-10-00398, BLACK FACING TOWARDS OUTSIDE TYP., SEE DETAILS ON SHEET A2.5 11.04 AT ALL EXTERIOR WINDOWS PROVIDE BUILDING STANDARD MANUAL ROLLER SHADE WINDOW COVERING, MANUFACTURER: COLTON INC., PLATINUM CLUTCH, 3000 NET SOLAR SCREEN FABRIC, FR-3% - COLOR N001 WHITE AND BLACK, BLACK FACING TOWARDS OUTSIDE TYP., SEE DETAILS ON SHEET A2.5 11.18 CLIMBING WALL AND DROP PAD BY OTHERS. 14. CONVEYING EQUIPMENT 14.01 ELEVATOR, 3100 MRL 3000 lb. FRONT LEFT OPENING, WITH KEY CARD ACCESS. (SCHINDLER OR APPROVED EQUAL). 22. PLUMBING 22.09 ROOF DRAIN LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS. SEE PLUMBING DRAWINGS AND TENANT IMPROVEMENTS. 22.10 ROOF DRAIN, SEE PLUMBING DRAWINGS. 23. HVAC 23.03 MECHANICAL SHAFT, SEE MECHANICAL. 26. ELECTRICAL 26.04 6" RECESSED CAN LIGHT, SEE ELECTRICAL. 26.05 LIGHT FIXTURE, SEE ELECTRICAL. 26.06 SUSPENDED LINEAR LIGHT FIXTURE, SEE ELECTRICAL. 26.08 DECORATIVE PENDENT LIGHT FIXTURE, SEE ELECTRICAL. 26.09 WALL-MOUNTED FIXTURE, SEE ELECTRICAL. 26.10 SUSPENDED LINEAR TRACK LIGHTING, SEE ELECTRICAL DRAWINGS. 26.16 SUSPENDED DECORATIVE LIGHT FIXTURE. 74700D-5 SWITCH, EUREKA LIGHTING OR APPROVED EQUAL, SEE ELECTRICAL. UPUPUP UPUP STAIR 206 UNISEX 203 LOUNGE 201 MENS 209 WOMENS 208 STORAGE 231 SPEECH 1 233 SPEECH 7 229 SPEECH 15 214 SPEECH 3 232 SPEECH 4 230 SPEECH 5 228 SPEECH 6 226 SPEECH 8 227 SPEECH 13 217 SPEECH 12 219 SPEECH 9 225 SPEECH 10 223 SPEECH 11 222 CONSTRUCTION / CRAFT ZONE 220 OT /PT TREATMENT 218 SPEECH 16 216 OT /PT TREATMENT 213 STORAGE 211 STAIRS 224 MEZZANINE 212 STOR. 221 EVENT FAMILY 202 EVENT FAMILY 204 SPEECH 2 234 SPEECH 14 215 UNISEX STAFF R.R. 210 MOTHERS RM. 207 HALLWAY 235 JAN. 205 A6.2 1 A6.2 6 A2.4 A2 A2.4 B2 A2.4C2 A2.4 D2 A2.4 E2 A2.4 F2 A2.4 G2 A2.4 H2 A2.4 J2 A6.4 18 A6.417 A6.4 13 A6.4 14 A6.412 A6.415 19 A6.4 16 09.23 09.23 10.25 10.2510.25 10.25 10.25 10.25 10.25 09.23 09.23 09.02 09.02 09.02 09.19 09.02 09.02 09.19 09.19 09.19 09.02 5'-0" A6.4 11 A6.4 4 6'-3"6'-1"A6.4 12 MIRR. A6.4 13 A6.413 A6.4 13 A6.4 13 MIRR. A6.4 13 MIRR. A6.4 13 MIRR. A6.4 13 MIRR. A6.4 13 MIRR. A6.4 13 A6.4 13 MIRR. A6.415 A6.415A6.415A6.415 A6.415 1'-0"2'-0"F11 C2 - W1 / W7 W1-W7W1 / W7W1-W7F11 C2 - W1 / W7 W1-W7W1 / W7W1-W7F11 C2 - W1 / W7 W1-W7W1 / W7W1-W7F13 C3 B1 W6 W6W6 W6F2 C5 B1 W1 W1W1 W109.27 F3 C1 B1 W2 W1W1 w1F5 C1 B1 W1 W3W1 w1F5 C1 B1 W1 W3W1 w1F5 C1 B1 W1 W3W1 w1F5 C1 B1 W1 W3W1 w1F5 C1 B1 W1 W3W1 w1F5 C1 B1 W1 W1W3 w1F2 C1 B1 W1 W1W1 w1F2 C1 B1 W1 W1W1 W1F2 C1 B1 W1 W1W1 W1F6 C1 B1 W4 W1W1 W1F6 C1 B1 W4 W1W1 W1F6 C1 B1 W4 W1W1 W1F6 C1 B1 W1 W1W4 W1F3 C1 B1 W1 W3W1 W1F3 C1 B1 W1 W3W1 W1F3 C1 B1 W1 W3W1 W1F6 C1 B1 W1 W1W4 W1F9 C3 /C5 /C7 B1 W1 W1W4 W1F9 C1 B1 W1 W1W1 W109.37 09.37 09.27 F9 C1 B1 W1 W9 / W1W6 SIM.W1F2 C1 B1 W1 W1W1 w109.37 F11 C2 - W1 / W7 W1-W7W1 / W7W1-W7F2 C1 B1 W1 W1W1 W1F9 C3 / C5 B1 W1 W1 / W11W4 W1F9 C1 B1 W1 W1W4 W112.32 09.27 F2 C5 B1 W1 W1 / W13W1 W1F2 C5 B1 W1 W6W1 / W11W1F13 C3 B1 W1 W1W1 W1F2 C1 B1 W1 W1W1 W104.12 10.25 230A228A 226A 223A 222A 231A 216A218A 211 232A 213A 215A 228B 230B 232B226B 218B 216B 225A 217A 219A 225B 219B 217B 229A 233A 213B 234A 234B 200 208 205 229B 214A 214B 210 215B 203 222B 207 201 221 202 227B 227A 224 206 223B 209 220 231B 233B 204 212 ROOM FINISH LEGEND / SYMBOLS GENERAL NOTES: -SEE ELEVATIONS FOR EXACT FINISH LOCATIONS. ALL MATERIAL SUBSTITUTIONS MUST BE APPROVED BY ARCHITECT. - ALL INTERIOR EXPOSED STEEL COLUMNS: FINISH: SEMI-GLOSS COLOR: TO BE DETERMINED BY THE WALL FINISH BEHIND 2 1 3 6 45 71. 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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:28:06 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 2) FINISH PLAN A1.2d 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION 0"1/2"1"2"4" 0'4'8'16'32'8' 1" # DATE DESCRIPTION 1 04.19.2023 Addendum scale:1/8" = 1'-0"A1.2d 1 FINISH FLOOR PLAN REFERENCE NOTES: 10. SPECIALTIES 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.19 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. 09.23 PROVIDE 7/16" OR 1-3/16" "SCHIENE-STEP" EDGE TRANSITION. FIELD VERIFY CONDITION FOR SIZE. (SCHLUTER OR APPROVED EQUAL) GC. TO PROVIDE PHYSICAL SAMPLES FOR ALTERNATE EDGE CONDITION. 09.27 PROVIDE TRANSITION BETWEEN DISSIMILAR FLOORING MATERIALS, SEE DETAIL 4/A1.1d. 09.37 STONE THRESHOLD AT TILE LOCATIONS. 12. FURNISHINGS 12.32 MILLWORK SHELVING, SEE DETIALS 8,9,11,12/A6.8 NOTE: SEE SHEET A1.1e FOR FINISH LEGEND 1 04. MASONRY 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT, OVER • 8" CMU, SEALED, (NOTE: HONED WHERE EXPOSED ON INTERIOR) • 3-5/8" MTL. STUD, FURRING w/ (R-13) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • • VERTICAL MTL. SIDING, SEE ELEVATIONS 3'-2" A.F.F. • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 2x4 WD. STUD FURRING, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • EX-3A EXTERIOR INTERIOR • (7.2 RIB) REVERSE ROLLED METAL SIDING, SEE ELEVATIONS 3'-2" A.F.F. • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 2x4 WD. STUD FURRING, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • • (7.2 RIB) REVERSE ROLLED METAL SIDING, SEE ELEVATIONS 3'-2" A.F.F. • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT • LIQUID APPLIED AIR / MOISTURE BARRIER, • 1/2" EXTERIOR SHEATHING, • 2x6 WD. STUD FURRING, AIR GAP • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 3-5/8 MTL. STUD FURRING • 5/8" TYP. (X) PAINTED, GYP. BD. • EX-3C EXTERIOR INTERIOR EX-3D EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EX-3B EXTERIOR INTERIOR EX-3E EX-3F EX-3G EX-3H EX-3J EX-3K EX-3L EX-3M • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT, OVER • 8" CMU, SEALED 3'-2" A.F.F., (SEE WALL SECTIONS) • 1-1/2" STUD OR CHANNEL FURRING OVER 3'-2" TALL MASONRY • w/ RIGID INSULATION HUNTER Xci 286 POLYISOCYANURATE (R-VALUE > 6) • 5/8" TYP. (X) PAINTED, GYP. BD. ABOVE 3'-2" MASONRY FRAMING • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 2X4 WD. STUD,FURRING TO ALIGN WITH 1-1/2" FURRING BELOW, • CONTINUOUS 5/8" TYP. (X) PAINTED, GYP. BD. • 1-1/2" CONTINUOUS E.I.F.S, FULL HEIGHT, • LIQUID APPLIED AIR / MOISTURE BARRIER, • EXTERIOR SHEATHING, SEE STRUCTURAL DRAWINGS, • 2X6 WD. STUD, SEE STRUCTURAL DRAWINGS w/ (R-19) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • • (7.2 RIB) REVERSE ROLLED METAL SIDING, OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • 2.6" HUNTER Xci PLY 5/8", OR APPROVED EQUAL. (R-12) • 8" CMU, SEALED, (NOTE: HONED WHERE EXPOSED ON INTERIOR) • 3-5/8" MTL. STUD, FURRING w/ (R-13) INSULATION, • 5/8" TYP. (X) PAINTED, GYP. BD. • EX-3N EXTERIOR INTERIOR • (7.2 RIB) REVERSE ROLLED METAL SIDING, OVER • LIQUID APPLIED AIR / MOISTURE BARRIER, OVER • 2.6" HUNTER Xci PLY 5/8", OR APPROVED EQUAL. (R-12) • 8" CMU, SEALED, (NOTE: HONED WHERE EXPOSED ON INTERIOR) ? WALL LEGENDEX- VISUAL REFERENCE NOTE: INTERIOR PARTITION WALL TYPE ON SHEETS A1.5a /A1.5b WINDOW TYPE AND SCHEDULE ON SHEETS A2.3 / A2.4 DOOR TYPE AND SCHEDULE ON SHEETS A7.1 / A7.2 ? EX-3R EXTERIOR INTERIOR EX-3S EXTERIOR INTERIOR EX-3P EXTERIOR INTERIOR EX-3Q EXTERIOR INTERIOR ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:28:08 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 3) EXTERIOR WALL LEGEND A1.3 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION UPUPUP DN 1 A3.1 1 A3.1 1 A3.2 1 A3.23 A4.5 2 A3.1 2 A3.1 A2.2 1 A2.1 1 A2.2 2 2 A4.4 5 A4.4 2 A3.2 2 A3.2 4 A4.5 5 A4.2 54'-8"1/4" / 12"1/4" / 12"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'-10"6"3'-10"4'-0"4'-0"5'-0"3'-1"6'-6" 35'-8"5'-0" 5'-1" 5'-1" STAIR 315 RECEPT. / WAITING 302 STORAGE / JAN. 314 ELEVATOR LOBBY 301 EX, OFFICE 306 CONNECTIONS OFFICE 330 CONNECTION OFFICE 326 CONNECTIONS OFFICE 328 CONNECTION OFFICE 323 STAIR 332 MOTHERS RM. 316 CONFERENCE 324 OFFICE 307 BKR. 312 IT / COPY / PRINT WORK 304 PANTRY / STORAGE 319 STORAGE 321 BKR 320 OUTDOOR PATIO 325 MENS 318 WOMENS 317 CONNECTION OFFICE 322 OFFICE 311 OFFICE 310 OFFICE 308 CONF. 305 OFFICE 309 HALLWAY 303 HALLWAY 331 UNISEX R.R. 327 COPY, PRINT 329 IT 313 311 312 310 308 306 317 321A 328B 316 302B 303A 305A 305B 314 309 307 328A 321B 323 322 320 319 331 303B 324A 327 330 326B 326A 313 332 315 318 1 1 2 2 3 3 4 4 5 5 6 6 7 7 AA B B C C D D EE F F 4.5 4.5 6.3 6.4 6.4 6.6 6.6 5.6 5.6 3 A3.2 3 A3.2 3 A3.1 3 A3.1 5 A4.1 EX-3A EX-3M EX-3G EX-3N EX-3N EX-3A EX-3B EX-3C EX-3E EX-2JEX-2J EX-3G EX-3G EX-3EEX-3F EX-3A EX-3A EX-3C EX-3E EX-3EEX-3E EX-3G EX-3G EX-3G1.3 1.3 F.9 F.9 F.2 F.2 A.3 B.3 1.8 8"4'-8" 8"4'-8"10'-0"4'-0"2'-11"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'-11"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'-10"4'-2"6'-9"4'-8"1'-4"2'-11"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"GLASS PANELS EVENLY SPACEDGUARDRAIL29'-2"GUARDRAIL 9'-2" GUARDRAIL 9'-2" 2'-10"4'-8"3'-6" 2'-6" 11'-11"5'-0" 4" 4" 4" GENERAL LEGEND 1. INTERIOR DIMENSIONS ARE TO FINISH FACE OF WALL MATERIAL & CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. 2. EXTERIOR DIMENSIONS ARE FROM FINISH FACE OF EXTERIOR SHEATHING TO FINISH FACE OF EXTERIOR SHEATHING AND AT FINISH FACE OF OPENINGS MATERIAL, UNLESS NOTED OTHERWISE. 3. A MINIMUM OF 5% OF THE LOCKERS BEING PROVIDED WILL BE ACCESSIBLE PER IBC SECTION 1109.9.THE ACCESSIBLE LOCKER(S) SHALL BE LOCATED WITHIN THE ACCESSIBLE REACH RANGES OUTLINED IN SECTION 308 OF ICC A117.1-09 (15 TO 48- INCHES). THIS INCLUDES ALL FEATURES AND ELEMENTS OF THE LOCKER (I.E. LOCK, SHELVES, HOOKS, ETC.). THE OPERABLE PARTS FOR THE LOCKER, AND LOCK IF PROVIDED, SHALL BE ACCESSIBLE AND COMPLY WITH SECTION 309 OF ICC A117.1-09. 4. INTERIOR PARTITIONS TO BE FULL HEIGHT. UNLESS NOTED OTHERWISE. 5. THE WORK SHALL CONFORM TO REQUIREMENTS OF APPLICABLE LOCAL, STATE, AND FEDERAL BUILDING CODES AND AGENCIES HAVING JURISDICTION OVER THE VARIOUS PHASES OF THE WORK. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING WORK AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES. 7. PROVIDE FULL HEIGHT 5/8" CEMENT BACKER BOARD AT TOILET AND JANITOR ROOMS, AND AT WALLS TO RECEIVE TILE UNLESS NOTED OTHERWISE. 8. PROVIDE AND INSTALL SOUND DAMPENING INSULATION AT ALL PERIMETER METAL STUD WALLS OF RESTROOMS AND MECHANICAL ROOMS. EXTEND PARTITION WALLS TO UNDERSIDE OF DECK. 9. REFER TO NOTED FLOOR PLANS AND CODE ANALYSIS FOR FIRE-RATED WALLS. PROVIDE SOLID BACKING FOR ALL FIRE-RATED SHUTTERS IN WALL CAVITIES. 10. PROVIDE AND INSTALL THERMAL BATT INSULATION AT INTERIOR PARTITION WALLS ADJOINING AIR CONDITIONED AREAS WITH NON-AIR CONDITIONED AREAS. 11. REFER TO ACCESSIBILITY STANDARDS SHEETS FOR ACCESSIBILITY REQUIREMENTS. THE WORK SHALL CONFORM TO LOCAL, STATE, AND FEDERAL ACCESSIBILITY REQUIREMENTS. 12. ACCESSIBLE RESTROOMS SHALL CONFORM TO LOCAL, STATE AND FEDERAL ACCESSIBILITY REQUIREMENTS. 13. CONTRACTOR SHALL PROVIDE BLOCKING WHERE REQUIRED FOR TOILET ACCESSORIES. 14. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER CONNECTIONS OF THE EQUIPMENT. THE CONTRACTOR SHALL COORDINATE W/ OWNER'S VENDORS FOR ITEMS REQUIRING HOOK-UPS. 15. CONTRACTOR SHALL PROVIDE (3) 4'-0" x 8'-0" x 3/4" THICK A-C GRADE PAINTED PLYWOOD PANEL BOARDS FOR COMMUNICATION AND DATA EQUIPMENT. LOCATION TO BE DETERMINED BY ARCHITECT. 16. GENERAL CONTRACTOR SHALL SECURE AND PAY FOR BUILDING PERMITS, APPLICATIONS FEES, SERVICE FEES, GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK. 17. PAINT EXPOSED CONDUIT, PIPING, BUILDING COMPONENTS, ACCESSORIES, DUCTWORK AND PIPING RACEWAY ACCESSORIES AT ROOMS NOTED AS "PAINT EXPOSED STRUCTURE"UNLESS NOTED OTHERWISE. PROVIDED VISABLE LABELS FOR EACH WIRE AND/OR PIPES, WHO'S IDENTIFICATION IS COVERD OR HIDDEN. 18. PAINT VISIBLE CONDUIT, PIPING, BUILDING COMPONENTS, ACCESSORIES, DUCTWORK AND PIPING RACEWAY ACCESSORIES ABOVE RETURN AIR GRILLS WHEN RETURN AIR PLENUM IS DESIGNED. 19. HOLLOW METAL DOORS AND FRAMES SHALL BE PAINTED TO MATCH ADJACENT WALL, BOTH SIDES, UNLESS NOTED OTHERWISE .TYP. 20. PROVIDE 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP., AT WALLS INDICATED AND SPECIFIED. DIMENSIONS EXTERIOR DIMENSIONS INTERIOR EXTERIOR FINISH MATERIAL IF WALL IS GREATER THAN 30' (900 S.F.) ADD CONTROL JOINT (USG 093 OR APPROVED EQUAL) AT COLUMN INTERIOR DIM. REF: PLAN VARIES ? EXTERIOR WALL TYPE ON PREVIOUS SHEET INTERIOR PARTITION WALL TYPE ON SHEETS A1.5a /A1.5b WINDOW TYPE AND SCHEDULE ON SHEETS A2.3 / A2.4 DOOR TYPE AND SCHEDULE ON SHEETS A7.1 / A7.2? VISUAL REFERENCE TYPE GENERAL NOTES ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:28:15 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 3) DIMENSION FLOOR PLAN A1.3a 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION 0"1/2"1"2"4" 0'4'8'16'32'8' 1" # DATE DESCRIPTION scale:1/8" = 1'-0"A1.3a 1 FLOOR PLAN UPUPUP DN 1 A3.1 1 A3.1 1 A3.2 1 A3.23 A4.5 2 A3.1 2 A3.1 A2.2 1 A2.1 1 A2.2 2 2 A4.4 5 A4.4 2 A3.2 2 A3.2 4 A4.5 5 A4.2 1/4" / 12"1/4" / 12"1/4" / 12" 1/4" / 12" 1/4" / 1 2"1 /4 " / 1 2 "1/4" / 1 2" 1 /4 " / 1 2 "STAIR 315 RECEPT. / WAITING 302 STORAGE / JAN. 314 ELEVATOR LOBBY 301 EX, OFFICE 306 CONNECTIONS OFFICE 330 CONNECTION OFFICE 326 CONNECTIONS OFFICE 328 CONNECTION OFFICE 323 STAIR 332 MOTHERS RM. 316 CONFERENCE 324 OFFICE 307 BKR. 312 IT / COPY / PRINT WORK 304 PANTRY / STORAGE 319 STORAGE 321 BKR 320 OUTDOOR PATIO 325 MENS 318 WOMENS 317 CONNECTION OFFICE 322 OFFICE 311 OFFICE 310 OFFICE 308 CONF. 305 OFFICE 309 HALLWAY 303 HALLWAY 331 UNISEX R.R. 327 COPY, PRINT 329 IT 313 311 312 310 308 306 317 321A 328B 316 302B 303A 305A 305B 314 309 307 328A 321B 323 322 320 319 331 303B 324A 327 330 326B 326A 313 332 315 318 1 1 2 2 3 3 4 4 5 5 6 6 7 7 AA B B C C D D EE F F 4.5 4.5 6.3 6.4 6.4 3 A3.2 3 A3.2 3 A3.1 3 A3.1 5 A4.1 08.08 08.08 1.3 1.3 F.9 F.9 A.3 1.8 22.25 11.14 08.02 08.08 08.08 08.08 08.08 11.1211.10 11.11 08.01 12.02 12.03 04.17 23.04 22.06 22.02 22.03 08.02 09.19 09.02 09.02 09.03 11.12 12.03 08.08 08.08 08.08 12.19 10.25 11.05 11.12 22.02 FB2 FB2 SK4SK6 SL8 SL6 SK6 FT2 SN4 FT4 SK8 RA4 RA6 RA4 SB4 FB4 SA6 RA4 FA4 MA8 FB2 SK6 FB4 FA2 22.20 04.11 04.12 05.01 14.01 22.16 SA6 SD4 07.19 07.18 SA6 SA6 SC4 SA4 SB6 SB4 SB4 SA6 SB4 SB4 SB4 SB6 SA4 SA4 SA4 SA4 SD6 SF6 SA6 SC4 LOW WALL SA4 SA4 SA6 09.22 12.11 12.11 10.23 10.23 10.20 22.11 10.22 10.22 SK8 10.23 3'-9" 06.16 04.11 04.11 08.06 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:28:32 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 3) KEYNOTE FLOOR PLAN A1.3b 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION 0"1/2"1"2"4" 0'4'8'16'32'8' 1" # DATE DESCRIPTION 1 04.19.2023 Addendum scale:1/8" = 1'-0"A1.3b 1 FLOOR PLAN REFERENCE NOTES: 05. METALS 05.01 STEEL COLUMN, PAINTED WHERE EXPOSED. SEE STRUCTURAL DRAWINGS. 04. MASONRY 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.17 STONE CAP, BUILD-UP MORTAR TO SLOPE AWAY, STONE VENEER MANUFACTURER. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.02 FIRE-FRAMES HEAT BARRIER STOREFRONT SYSTEM WITH DOOR, (TGP OR APPROVED EQUAL) 1hr (60MIN.) ASSEMBLY MEETS ASTM E119 OR UL 263 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 08.08 INTERIOR TEMPERED BUTT GLASS SYSTEM ALUMINUM FINISH. COLOR TO MATCH EXTERIOR MULLIONS (DARK BRONZE) (FALKBUILT OR APPROVED EQUAL), WITH CLEAR ACOUSTICAL CAULK. WALLS ABOVE TO BE FULL HEIGHT AND INSULATED WHERE APPLICABLE. 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.19 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. 09.22 PAINTED 5/8" GYP. BD. ADHERED TO WALL. SEE FINISH SCHEDULE. 10. SPECIALTIES 10.20 BABY CHANGING STATION, RECESS MOUNTED, KOALA KARE KB310 BABY CHANGING STATION OR APPROVED EQUAL. PROVIDE REQUIRED BACKING. PROVIDED AND INSTALL BY CONTRACTOR VERIFY WITH OWNER. 10.22 SEMI-RECESSED, 4" MAX EXTRUSION INTO WALKING PATH, STAINLESS STEEL FIRE EXTINGUISHER CABINET WITH EXTINGUISHERS COMPLYING WITH NFPA STANDARD #10. AND BE A MINIMUM SIZE OF 2A10B:C. 10.23 AUTOMATIC TOWEL DISPENSER - GEORGIA PACIFIC "ENMOTION" OR APPROVED EQUAL. PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. 11. EQUIPMENT 11.05 FULL SIZE FRIDGE, SHALL BE EQUIPPED WITH ICE/WATER VERIFY SIZE WITH OWNER. SEE PLUMBING PLANS. 11.10 FURNITURE AND EQUIPMENT, N.I.C., TYP. 11.11 COUNTERTOP ICE/BEVERAGE DISPENSER, (LANCER OR APPROVED EQUAL) VERIFY SIZE OF OWNER PROVIDED, CONTRACTOR INSTALLED APPLIANCE. ALL BAG-IN-BOX, WATER FILTRATION SYSTEMS AND CO2 CANISTER NEED TO BE STORED ON OPPOSITE SIDE OF WALL. INSTALL PER MANUFACTURERS RECOMMENDATIONS. 11.12 DASHED LINES REPRESENTS OWNER PROVIDED FURNITURE OR EQUIPMENT, VERIFY SIZE REQUIREMENTS W/ EQUIPMENT PROVIDER. 11.14 BAG-IN-BOX LOCATION FOR SODA MACHINE INSIDE CABINET VERIFY NUMBER WITH OWNER PROVIDED EQUIPMENT. 12. FURNISHINGS 12.02 QUARTZ COUNTERTOP AND 4" SPLASH (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.03 PROVIDE PLASTIC LAMINATE COUNTERTOP, COLOR: AS SELECTED BY OWNER. 12.11 EXTRA DEEP FULL HEIGHT PLASTIC LAMINATE CABINETRY, SEE FINISH SCHEDULE 12.19 THIS CABINET SHALL BE EQUIPPED WITH 10" STAINLESS STEEL GROMMET FOR TRASH / LINEN DROP AT THIS LOCATION. CONFIRM LOCATION WITH TENANT PRIOR TO FIELD CUTTING. 14. CONVEYING EQUIPMENT 14.01 ELEVATOR, 3100 MRL 3000 lb. FRONT LEFT OPENING, WITH KEY CARD ACCESS. (SCHINDLER OR APPROVED EQUAL). 22. PLUMBING 22.02 FLOOR SINK / FLOOR TROUGH, SEE PLUMBING DRAWINGS. 22.03 FLOOR MOUNTED JANITOR SERVICE SINK. WET WALLS ARE TO HAVE TILE WAINSCOTING 4'-0" A.F.F. REFER TO PLUMBING DRAWINGS. 22.06 PRIMARY AND OVERFLOW ROOF DRAIN ASSEMBLY. SEE ROOF PLAN AND MECHANICAL DRAWINGS FOR LOCATIONS AND DETAILS. ROOF DRAINS LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS, SEE PLUMBING DRAWINGS. 22.11 HAND WASH SINK, SEE PLUMBING DRAWINGS. 22.16 STAINLESS STEEL UNDERMOUNT SINK/FAUCET/DISPOSAL, WHERE APPLICABLE VERIFY WITH CABINET CLEARANCES (12" DIAMETER DISPOSAL WILL FIT) IF DISCREPANCIES CONTACT ARCHITECT, SEE MECH., PLUMB & ELEC. 22.20 DRINKING FOUNTAIN, (ELKAY) HIGH LOW WITH BOTTLE FILLER, SEE PLUMBING DRAWINGS. 22.25 CO2 CANISTER / TANK, SEE PLUMBING DRAWINGS. 07. THERMAL & MOISTURE PROTECTION 07.18 R-19 FOIL FACED BATT INSULATION IN STUD WALL CAVITY. 07.19 R-13 BATT INSULATION IN 3-5/8" METAL STUD WALL CAVITY. 23. HVAC 23.04 MECHANICAL EQUIPMENT, SEE MECHANICAL. 1 1 1 06. WOODS & PLASTICS 06.16 3-1/2" BUTCHER BLOCK COUNTERTOP. THICK PROTECTIVE CLEAR COAT LAYER. 1 DUPLEXGFCI1 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'-11"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'-11"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'-10 1/2"3'-9"3'-9"1'-10 1/2"3'-9"3'-9"3'-9"2'-0"8'-10"3'-10"26.04 11.04 6'-0"6'-0"2'-10 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'-11"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"EQEQEQEQEQEQ1.3 1.3 A.3 A.3 1.8 11.04 11.04 11.04 09.30 26.06 11.04 09.30 7'-8"2'-0"2'-0"2'-0"2'-0"10'-10"9"CEILING FIXTURE LEGEND 2 x 2 LIGHT 2 x 4 LIGHT CAN LIGHT WALL MOUNTED SCONCE LINEAR STYLE LIGHT PENDENT DIRECT/INDIRECT LIGHT SEE ELECTRICAL FOR FIXTURE MANUFACTURER CEILING PAINT: PNT-1 WHITE PAINTED IN MATTE FINISH, BRIGHT WHITE, SW 7007 FINAL COLOR SHALL BE APPROVED BY OWNER. PNT-2 SHERWIN WILLIAMS: PEPPERCORN SW 7674 PAINTED IN SATIN FINISH, FINAL COLOR SHALL BE APPROVED BY OWNER PNT-3 SHERWIN WILLIAMS: REPOSE GRAY SW 7015 PAINTED IN SATIN FINISH, FINAL COLOR SHALL BE APPROVED BY OWNER FINISH LEGEND C1 A.F.F. 1t 1'-0" PAINTING NOTES: 1. ALL GYP. DB. CEILING IN RESTROOMS TO BE PAINTED SHERWIN WILLIAMS 7007. CEILING BRIGHT WHITE, WITH MATTE FINISH UNLESS NOTED OTHERWISE. 2. ALL EXPOSED STRUCTURAL STEEL MEMBERS AND DECKING ABOVE CEILING HEIGHT TO BE PAINTED SHERWIN WILLIAMS "PEPPERCORN SW 7674" IN SATIN. EXPOSED MECHANICAL, ELECTRICAL AND PLUMBING LINES NOT TO BE PAINTED, LABEL THE LINES. VERIFY WITH ARCHITECT BEFORE PAINTING. CEILING TYPE LEGEND CEILING FINISH LEGENDTAG SUSPENDED ARMSTRONG, OR APPROVED EQ. SIZE: 24"X24" ACT LAY IN GRID STYLE: DUNE PATTERN: - EDGE: 15/16" SQUARE TEGULAR ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: GREY STONE VERIFY COLOR WITH OWNER SUSPENDED CLOUD ARMSTRONG OR APPROVED EQ. SIZE: 24"X24" CALLA LAY-IN & TEGULAR STYLE: FORMATIONS CURVES CLOUD PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: 15/16" SQUARE TEGULAR ANGLE: SEE PLANS LOCATION: KIDS ROOM COLOR: MULTI COLOR, PER OWNER EDGE TRIM: AXIOM 4" COLOR TO MATCH ACCENT COLOR: NA GYPSUM BD. SUSPENDED UNLESS NOTED OTHERWISE. SIZE: (> 30') OR (900 S.F.) ADD CONTROL JOINT FINISH: MATTE - UNLESS NOTED OTHERWISE PATTERN: - EDGE: PER MFR. RECOMMENDATION ANGLE: SEE PLANS LOCATION: RESTROOMS SEE PLANS FIELD COLOR: BRIGHT WHITE, SW 7007 EDGE TRIM: - ACCENT COLOR: TBD VERIFY WITH OWNER 6' DIA. (1 QTY.) & 8' DIA. (2 QTY.) CEILING FINISH CONT'DTAG HILL / VALLEY SECTION EXPOSED STRUCTURE. SIZE: - FINISH: SATIN - UNLESS NOTED OTHERWISE PATTERN: - TRANSITION EDGE :11'-0" TYP. A.F.F. LOCATION: SEE SECTIONS AND RCP FIELD COLOR: SHERWIN WILLIAMS PEPPERCORN SW 7674, VERIFY WITH OWNER NOTE: NO PAINT LINE IN THE EVENT CENTER. WALL PAINT FULL HEIGHT. COLOR TRANSITION STARTS AT DECK. 1'-6"SUSPENDED ARMSTRONG OR APPROVED EQ. SIZE: 4'X6' MODEL # 6258 & MODEL # 6259 STYLE: SOUNDSCAPE CANOPIES PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: PER MFR. ANGLE: SEE PLANS LOCATION: ADL FIELD COLOR: STONE, VERIFY WITH OWNER. EDGE TRIM: PER MFR. ACCENT COLOR: TBD CEILING FINISH CONT'DTAG GYPSUM BD. SUSPENDED UNLESS NOTED OTHERWISE. SIZE: (> 30') OR (900 S.F.) ADD CONTROL JOINT FINISH: MATTE - UNLESS NOTED OTHERWISE PATTERN: - EDGE: PER MFR. RECOMMENDATION ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: SW 7015 REPOSE GRAY EDGE TRIM: - ACCENT COLOR: TBD CURVATURE6 5/8" MAX4 3/4"1'-6" 10'-0" 11'-2" HILL VALLEY HILLHILL VALLEY 6" 4" WALL WASH C2 C3 C4 C5 C6 C7 C8 ? SUSPENDED CLOUD ARMSTRONG OR APPROVED EQ. SIZE: 48" DIA. STYLE: SOUNDSCAPE CIRCLE CLOUD PATTERN / HEIGHT:VARIES VERIFY WITH PLANS EDGE: PER MFR. ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: SW 7015 REPOSE GRAY EDGE TRIM: WHERE EXPOSED AXIOM 4" ACCENT COLOR: TBD SOFFIT QUALITY EDGE, OR APPROVED EQ. SIZE: HD3 - (5") STYLE: HIDDEN FASTENER PATTERN: (MULTI-TONE) EDGE TRIM: 3" VERIFY W/ MANUFACTURER ANGLE: SEE PLANS LOCATION: SEE PLANS FIELD COLOR: 481 DRIFTWOOD NOTE: ALL MECHANICAL , ELECTRICAL, PLUMBING AND FIRE-LINE RUNS ARE TO BE BETWEEN JOIST OR THROUGH OPEN WEB'S AND AS TIGHT TO STRUCTURE AS POSSIBLE WHILE MAINTAINING CODE COMPLIANCE. 1'-6"HILL VALLEY 1'-0" VERIFY WITH PLAN TYP. CEILING FINISH CONT'D C9 SUSPENDED CLOUD SIZE: 8" STYLE: RECLAIMED BARNWOOD PATTERN / HEIGHT:VARIES EDGE: 3X3 STEEL ANGLE WITH CLEAR COAT LOCATION: EVENT CENTER FIELD COLOR: NATURALTYP.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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:28:44 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 3) REFLECTED CEILING PLAN A1.3c 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 0"1/2"1"2"4" 0'4'8'16'32'8' 1" # DATE DESCRIPTION 1 04.19.2023 Addendum scale:1/8" = 1'-0"A1.3c 1 REFLECTED CIELING PLAN 05. METALS 05.04 STRUCTURAL SUPPORT, SEE STRUCTURAL DRAWINGS. 11. EQUIPMENT 11.04 AT ALL EXTERIOR WINDOWS PROVIDE BUILDING STANDARD MANUAL ROLLER SHADE WINDOW COVERING, MANUFACTURER: COLTON INC., PLATINUM CLUTCH, 3000 NET SOLAR SCREEN FABRIC, FR-3% - COLOR N001 WHITE AND BLACK, BLACK FACING TOWARDS OUTSIDE TYP., SEE DETAILS ON SHEET A2.5 07. THERMAL & MOISTURE PROTECTION 07.09 EDGE FLASHING, MATCH BUILDING STANDARDS. 07.10 SOFFIT L12 WITH BEADS ARTISAN SERIES PANEL. BEADS ARE TO BE 4" APART, GAUGE IS TO BE (22GA.) WITH A EMBOSSED FINISH, MBCI, OR APPROVED EQUAL. PANEL ATTACHMENT WILL BE CONCEALED FASTENING SYSTEM, COLOR TO MATCH CANOPY. INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 08. OPENINGS 08.13 24" X 24" BAUCO PLUS II ACCESS PANEL OR APPROVED EQUAL, COLOR TO MATCH ADJACENT CEILING. LOCATION IN FEILD BY GC. 08.20 DASHED LINES REPRESENT 3"-0" X 3'-0" ROOF ACCESS HATCH ABOVE. 09. FINISHES 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.25 GYP. BD. COVERING UNDERSIDE OF STAIR. PAINTED TO MATCH STAIRS, SEE FINISH SCHEDULE. 09.30 SUSPENDED CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). SEE LEGEND. 26. ELECTRICAL 26.02 4" RECESSED CAN LIGHT, SEE ELECTRICAL. 26.03 2' X 4' LED TROFFER, SEE ELECTRICAL. 26.04 6" RECESSED CAN LIGHT, SEE ELECTRICAL. 26.05 LIGHT FIXTURE, SEE ELECTRICAL. 26.06 SUSPENDED LINEAR LIGHT FIXTURE, SEE ELECTRICAL. 26.08 DECORATIVE PENDENT LIGHT FIXTURE, SEE ELECTRICAL. 26.09 WALL-MOUNTED FIXTURE, SEE ELECTRICAL. scale:1/8" = 1'-0"A1.3c 2 ROOF ACCESS RCP 23. HVAC 23.03 MECHANICAL SHAFT, SEE MECHANICAL. 1 UPUPUP DN A2.2 2 STAIR 315 RECEPT. / WAITING 302 STORAGE / JAN. 314 ELEVATOR LOBBY 301 EX, OFFICE 306 CONNECTIONS OFFICE 330 CONNECTION OFFICE 326 CONNECTIONS OFFICE 328 CONNECTION OFFICE 323 STAIR 332 MOTHERS RM. 316 CONFERENCE 324 OFFICE 307 BKR. 312 IT / COPY / PRINT WORK 304 PANTRY / STORAGE 319 STORAGE 321 BKR 320OUTDOOR PATIO 325 MENS 318 WOMENS 317 CONNECTION OFFICE 322 OFFICE 311 OFFICE 310 OFFICE 308 CONF. 305 OFFICE 309 HALLWAY 303 HALLWAY 331 UNISEX R.R. 327 COPY, PRINT 329 IT 313 A6.2 11 A6.1 1 Sim A2.4 A3 A2.4 B3 A2.4C3 A2.4 L3 A2.4 K3 A2.4 J3 A2.4G3 A2.4F3 A2.4E3 D3 H3 A2.4 M3 09.02 09.02 09.02 10.25 10.25 10.25 10.25 10.25 10.25 09.02 09.02 09.02 09.02 09.02 04.19 A6.5 12 A6.5 12 A6.5 12 A6.515 MIRR. MIRR. A6.5 15 F2 C1 B1 W1 W1W1 W1A6.5 1 A6.5 11 A6.56 A6.5 5 A6.59 A6.5 A6.518 F13 C1 / C3 B1 W1 W1W1 W12 3 4 8 7 F9 C5 / C7 B1 W1 W4W1 W1F2 C1 B1 W5 W1W1 W1F2 C1 B1 W5 W1W1 W1F2 C1 B1 W1 W5W1 W1A6.5 13 14 F2 C1 B1 W1 W1W1 W1A6.5 10 2'-0"1'-6"5'-10"8'-0"2'-0"12.16 F2 C1 / C3 B1 W1 W1W1 W1F2 C5 / C7 B1 W1 W1W1 / W11W1F9 C1 B1 W1 W1W1 W1F2 C1 B1 W1 W1W1 W1F2 C1 B1 W1 W1W1 W1F2 C1 B1 W1 W1W1 W1F2 C1 B1 W1 W1W1 W1F2 C1 B1 W1 W1W1 W1F2 C1 B1 W1 W1W1 W1F2 C1 B1 W1 W1W1 W1F9 C1 B1 W1 W1W1 W1F9 C5 B1 W1 W1W1 W1F9 C1 B1 W1 W1W1 W1A6.5 16 A6.517 RECEPTION DESK DESIGN AT TIME OF (TI) F13 C1 B1 W6 W6W6 W6F3 C1 B1 W2 W1W1 W112.16 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 W1W1 W1F2 C1 B1 W1 W1W1 W1F2 C1 B1 W1 W1W1 W1F2 C5 / C7 B1 - W6--F9 C1 B1 W1 W9 / W1W6 SIM.W104.12 8'-2"311 312 310 308 306 317 321A 328B 316 302B 303A 305A 305B 314 309 307 328A 324B 321B 323 322 320 319 331 303B 324A 327 330 326B 326A 300 313 332 315 318 ROOM FINISH LEGEND / SYMBOLS GENERAL NOTES: -SEE ELEVATIONS FOR EXACT FINISH LOCATIONS. ALL MATERIAL SUBSTITUTIONS MUST BE APPROVED BY ARCHITECT. - ALL INTERIOR EXPOSED STEEL COLUMNS: FINISH: SEMI-GLOSS COLOR: TO BE DETERMINED BY THE WALL FINISH BEHIND 2 1 3 6 45 71. 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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:28:55 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 (LEVEL 3) FINISH PLAN A1.3d 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 0"1/2"1"2"4" 0'4'8'16'32'8' 1" # DATE DESCRIPTION 1 04.19.2023 Addendum scale:1/8" = 1'-0"A1.3d 1 FINISH FLOOR PLAN 10. SPECIALTIES 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 04. MASONRY 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.19 RAISED PEDESTAL MOUNTED PAVERS SYSTEM: PROFILITEC. 13/16" THICK 24"X24" COLOR: SUPERIOR TAUPE DR08, (DALTILE OR APPROVED EQUAL). NOTE: SEE SHEET A1.1e FOR FINISH LEGEND 1 1 06. WOODS & PLASTICS 06.16 3-1/2" BUTCHER BLOCK COUNTERTOP. THICK PROTECTIVE CLEAR COAT LAYER. 1 1 12. FURNISHINGS 12.02 QUARTZ COUNTERTOP AND 4" SPLASH (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.16 FULL HEIGHT CABINETRY, SEE FINISH SCHEDULE. 22. PLUMBING 22.16 STAINLESS STEEL UNDERMOUNT SINK/FAUCET/DISPOSAL, WHERE APPLICABLE VERIFY WITH CABINET CLEARANCES (12" DIAMETER DISPOSAL WILL FIT) IF DISCREPANCIES CONTACT ARCHITECT, SEE MECH., PLUMB & ELEC. O.F.D.R.D.O.F.D.R.D.O.F.D. R.D. O.F.D. R.D. O.F.D. R.D. O.F.D. R.D.O.F.D.R.D.O.F.D.R.D.DN 1 A3.1 1 A3.1 1 A3.2 1 A3.2 3 A4.5 2 A3.1 2 A3.1 A2.2 1 A2.1 1 A2.2 2 A2.13 2 A4.4 5 A4.4 2 A3.2 2 A3.2 2 A4.5 4 A4.5 5 A4.2 1 A4.5 1 A4.5 1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"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" / 12"1/4" / 12"1/4" / 12" 1 /4 " / 1 2 "1/4" / 1 2"1/4" / 12"1/4" / 12"1/2" / 12"1 /4 " / 1 2 "1/4" / 12" 1/2" / 12"3/8" / 12"3/8" / 12"1/4" / 12"3/8" / 12" 3 /8 " / 1 2 "1/2" / 12"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" / 12"1/4" / 12"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" / 12"1/2" / 12"5/8" / 12"5/8" / 12"1/2" / 12"1/2" / 12"1/2" / 12"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'-10"7'-10"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" / 12"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"FROM MASONRYSTANDING SEAM START12'-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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:29:07 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 ROOF PLAN A1.4a 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 0"1/2"1"2"4" 0'4'8'16'32'8' 1" # DATE DESCRIPTION 1 04.19.2023 Addendum scale:1/8" = 1'-0"A1.4a 1 ROOF PLAN scale: 1/8" = 1'-0"A1.4a 2 STAIR ROOF PLAN 23. HVAC 23.03 MECHANICAL SHAFT, SEE MECHANICAL. 23.04 MECHANICAL EQUIPMENT, SEE MECHANICAL. 22. PLUMBING 22.06 PRIMARY AND OVERFLOW ROOF DRAIN ASSEMBLY. SEE ROOF PLAN AND MECHANICAL DRAWINGS FOR LOCATIONS AND DETAILS. ROOF DRAINS LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS, SEE PLUMBING DRAWINGS. 05. METALS 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.11 STEEL HANDRAIL WALL MOUNTED. 1 1/2" O.D. PAINTED, HIGH GLOSS. 36" ABOVE FINISH FLOOR AND TREAD NOSING. SUPPORT BY MFR. STANDARD BRACKETS. PROVIDE SOLID BLOCKING IN WALLS AS REQUIRED. 05.18 42" HIGH, 1/2" WET GLAZED GUARDRAIL SYSTEM, TEMPERED, (05 7310 CLR GRS OR APPROVED EQUAL). FINISH DARK BRONZE. NO TOP CAP, EASED & POLISHED EDGES. SEE DETAILS 1,2/A5.7. 05.28 ROOF ACCESS LADDER. SEE DETAILS 3,4,5/A8.3 PAINTED TO MATCH BUILDING. 07. THERMAL & MOISTURE PROTECTION 07.01 WHITE 60 MIL. SINGLE PLY MEMBRANE (SEE SPECS) OVER 6" POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING (SEE STRUCTURAL DRAWINGS). WITH A MINIMUM FIFTEEN (15) YEAR MANUFACTURERâ€™S WARRANTY, MECHANICALLY FASTENED. MINIMUM SLOPE OF 1/4" PER FOOT, SEE SPECS. 07.02 ROOF WALKWAY PADS ALONG CIRCULATION ROUTE. SEE SPECIFICATIONS. 07.03 HATCH INDICATES TAPERED INSULATION BOARD AS REQUIRED TO DIRECT WATER TO ROOF DRAINS. INSULATION SLOPE TO BE 1/4" PER FOOT. 07.06 FACTORY PAINTED PARAPET CAP/FLASHING AND CONTINUOUS METAL COPING WITH DRIP FLASHING AND HOLD DOWN CLIPS BOTH SIDES,(PERMASNAP OR APPROVED EQUAL) SEE ELEVATION AND LEGEND FOR COLOR. 07.15 ROOF MEMBRANE EXTENDED UP KICKER AND UP PARAPET WALL, SEE WALL SECTIONS. 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.33 BAR STYLE SNOW GUARDS TO MATCH STANDING SEAM METAL ROOF. 07.44 SPLASH PAD FOR SECONDARY ROOF DRAIN. PROVIDE BLOCKING FOR SECURE ATTACHMENT. 03. CONCRETE 03.14 CONCRETE SLAB OVER METAL DECK, SEE STRUCTURAL. 04. MASONRY 04.17 STONE CAP, BUILD-UP MORTAR TO SLOPE AWAY, STONE VENEER MANUFACTURER. 04.19 RAISED PEDESTAL MOUNTED PAVERS SYSTEM: PROFILITEC. 13/16" THICK 24"X24" COLOR: SUPERIOR TAUPE DR08, (DALTILE OR APPROVED EQUAL). 04.20 THESE DASHED LINES INDICATE MASONRY WALL BELOW . SEE BUILDING SECTION FOR HEIGHT. 08. OPENINGS 08.20 DASHED LINES REPRESENT 3"-0" X 3'-0" ROOF ACCESS HATCH ABOVE. 08.22 3"-0" X 3'-0" ROOF ACCESS HATCH. SEE SPECS AND DETAILS 3,4,5/A8.3. FOR MORE INFORMATION. 26. ELECTRICAL 26.12 WALL MOUNTED SECURITY LIGHTING, SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS. 1 SCHEDULED CEILING REF: RCP BRACE TO STRUCTURE @ 48" O.C. (MAX) TOP PLAN BASE 4 7/8" @ 3 5/8" STUD (5" NOM.) 7 1/4" @ 6" STUD (7" NOM.) SB4 SB6 9 1/4" @ 8" STUD (9" NOM.)SB8 REF: RCP(MIN.)6"SCHEDULED CEILING REF: RCP SD4 SD6 SD8 REF: RCP(MIN.)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 VERIFY TILE HT. W/ ELEV.FULL HEIGHT (M.R.BOARD)SCHEDULED CEILING 5/8" M.R. GYP. BD. (WHERE MOISTURE IS PRESENT). REF: RCP BRACE TO STRUCTURE @ 48" O.C. (MAX) FLOOR AS SCHEDULED (RE: FIN SCHEDULE) 5/8" CEMENT BACKER / GREEN BD. (WHERE TILE SCHEDULED), REF: FINISH SCHEDULE WALL TILE AS SCHEDULED (RE: FIN. SCHEDULE) VERIFY HEIGHT WITH ELEV. REF: FIN. REF: FIN. EXTEND GYPSUM BOARD TO UNDER SIDE OF DECK SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) 4 7/8" @ 3 5/8" STUD (5" NOM.) 7 1/4" @ 6" STUD (7" NOM.) 9 1/4" @ 8" STUD (9" NOM.) PARTITION NOTES: ALL MATERIAL SUBSTITUTIONS MUST BE APPROVED BY ARCHITECT. VERIFY ALL FOUNDATION SIZES AND STUD SIZES WITH STRUCTURAL DRAWING. CONTRACT ARCHITECT IF DISCREPANCIES 1. SEE CODE SHEETS FOR INFORMATION SPECIFIC TO WALL RATINGS & SMOKE PARTITIONS. 2. ALL PARTITIONS TO EXTEND TO UNDERSIDE OF DECK ASSEMBLY UNLESS NOTED OTHERWISE. 3. MEASURE FROM FLOOR TO DECK AND APPROPRIATELY SIZE THE GAUGE & SPACING OF STUD BASED ON REQUIRED SPAN DISTANCE & MANUFACTURER REQUIREMENTS. 4. STEEL THICKNESS (PER WALL TYPE NOTED ON FLOOR PLAN) TO MEET STEEL STUD MANUF. ASSOCIATION REQUIREMENTS FOR INTERIOR WALLS, NON-COMPOSITE - FULLY BRACED WITH 5 PSF @ L/240, VERIFY WITH STRUCTURAL DRAWING. 5. PROVIDE ACOUSTIC SEALANT AT NON-RATED WALL LOCATIONS. WHERE SEALANT IS INDICATED, PROVIDE CONTINUOUS INSTALLATION AT BOTH SIDES OF PARTITION, TOP AND BOTTOM. PROVIDE ACOUSTICAL SEALANT AT ALL WALL PENETRATIONS, INCLUDING BUT NOT LIMITED TO MEP AND ELECTRICAL OUTLETS. WHERE DRYWALL IS NOT PRESENT SECURE TO METAL STUD FRAMING. 6. PROVIDE GLASS MAT BOARD AT TILED LOCATIONS. 7. VERIFY ALL FINISHES WITH ELEVATIONS, SECTION AND FINISH SCHEDULE. 8. PROVIDE FIRE RATED WOOD BLOCKING AS REQ'D FOR ATTACHMENT OF CABINETS AND EQUIPMENT. REFER TO FLOOR PLANS FOR LOCATIONS. REFER TO ADA STANDARDS FOR LOCATION. EXTERIOR WALL LEGEND / SYMBOLS UNDERSIDE OF DECK CMU BOND BEAM (TYP.), REF: STRUCTURAL FOR EXACT LOCATION 8" NOM. (7-5/8") SA-(1) LYR GWB EACH SIDE - MTL. STUDS (1) LYR. FULL HEIGHT TO DECK SB-SC-SD-SE- FA- / FB-FT- SF- SJ-SK-SL- MA-MB- (1) LYR. GWB EACH SIDE - MTL. STUDS (1) LYR. GWB EACH SIDE - MTL. STUDS 1 HR RATING - U.L. DESIGN U-419 (WHERE INDICATED) (1) LYR. GWB EACH SIDE & MTL. STUDS FULL HEIGHT ACOUSTICAL FURRING (1) LYR TILE - MTL. STUDS (1) LYR GWB EACH SIDE - MTL STUDS: FULL HEIGHT TO DECK M.R.GWB = MOLD & MOISTURE RESISTANT (1) LYR. TILE EACH SIDE - MTL STUDS - FULL HEIGHT TO DECK (1) LYR GWB - (1) LYR. TILE - MTL. STUDS 4 HOUR FIRE RATED WALL PER UL DESIGN NO. U905, REF: CODE ANALYSIS SHEET FOR DETAILS MASONRY WALL: FULL HEIGHT TO DECK 4 HOUR FIRE RATED WALL PER UL DESIGN NO. U905, REF: CODE ANALYSIS SHEET FOR DETAILS (1) LYR GWB - MASONRY WALL: (1) LYR 5/8" TYPE 'X' GYP. BD. BOTH SIDES OF PARTITION MTL. STUD, 20 GA. MIN @16" OC MAX (SEE NOTE #3) CEILING RUNNER W/ DEFLECTION TRACK (TYP.) SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) ACOUSTIC BATT INSULATION UNDERSIDE OF DECK FLOOR RUNNER SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) BASE AS SCHEDULED (RE: FIN SCHEDULE) TOP BASE 4 7/8" @ 3 5/8" STUD (5" NOM.) 7 1/4" @ 6" STUD (7" NOM.) SA4 SA6 9 1/4" @ 8" STUD (9" NOM.)SA8 PLAN REF: RCP(MIN.)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 REF: RCP(MIN.)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 VERIFY TILE HT. W/ ELEV.FULL HEIGHT (M.R.BOARD)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 REF: RCPGYP. BD.FULL HEIGHTM.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 VERIFY TILE HT. W/ ELEV.FULL HEIGHT (M.R.BOARD)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 MIN.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 REF: RCP(MIN.)6"1/4"FB2 FB4 FB6 FULL HEIGHT MTL. STUD, 26 GA. MIN. @ 16" OC MAX (SEE NOTE #3)MATERIAL BEHIND FURRINGMATERIAL BEHIND FURRING"F" TYPE"FURRING, SEE WALL TYPE "F"UNDERSIDE OF DECK FLOOR RUNNER BASE AS SCHEDULED (RE: FIN SCHEDULE) FT2 FT4 FT6 VERIFY TILE HT. W/ ELEV.FULL HEIGHT (M.R.BOARD)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 MIN.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 VERIFY TILE HT. W/ ELEV.FULL HEIGHT (M.R.BOARD)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 REF: RCPM.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 VERIFY TILE HT. W/ ELEV.FULL HEIGHT (M.R.BOARD)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 REF: RCPM.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 WHERE STRUCTURE IS EXPOSEDFURRING, FULL HEIGHT TO DECKROUNDED 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 REF: RCPGYP. BOARDFULL HEIGHTSCHEDULED 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 VERIFY w/ ELEVATIONSEXPOSED TOP 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 VERIFY TILE HT. W/ ELEV.FULL HEIGHT (M.R.BOARD)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 REF: RCPM.R.GWB = MOLD & MOISTURE RESISTANT 6"SO-(1) LYR. GYP. - MTL. STUDS W/ ACOUSTIC BATT - (1) LYR. TILE BRACE TO STRUCTURE @ 48" O.C. (MAX) NOTE: BRACE ABOVE OPPOSITE SIDE OF WALL WHERE STRUCTURE IS EXPOSED ON FINISHED GYP. BRACE TO STRUCTURE @ 48" O.C. (MAX) NOTE: BRACE ABOVE OPPOSITE SIDE OF WALL WHERE STRUCTURE IS EXPOSED ON FINISHED GYP. INSULATION 2'-0" MIN. INSULATION 2'-0" MIN. ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:29:11 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WALL PARTITION SCHEDULE A1.5a 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.19.2023 Addendum 1 (1) LYR 5/8" TYPE 'X' GYP. BD. BOTH SIDES OF PARTITION WOOD STUD, @16" O.C. MAX, VERIFY W/ STRUC. DOUBLE TOP PLATE (TYP.), VERIFY W/ STRUC. ACOUSTIC BATT INSUL. CONTINUOUS SILL PLATE SEALANT (SEE NOTE #5) (PROVIDE FIRE SEALANT AT RATED WALLS ONLY) BASE AS SCHEDULED (RE: FIN SCHEDULE) TOP PLAN BASE 5 1/4" @ 3 1/2" STUD W/ 1/2" OSB/PLY (5" NOM.) 7 1/4" @ 5 1/2" STUD W/ 1/2" OSB/PLY (7" NOM.) WA4 WA6 9" @ 7 1/4" STUD W/ 1/2" OSB/PLY (9" NOM.)WA8 REF: RCP(MIN.)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 REF: RCP(MIN.)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 REF: RCP(MIN.)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 REF: RCP1/4"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 BASEREF: RCPINNER, (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 REF: RCPSCHEDULED 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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:29:13 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WALL PARTITION SCHEDULE A1.5b 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION F.F. Lev el 1 100'-0" F.F. Level 1 100'-0" 2 A3.1 2 A3.1 F.F. Level 1 100'-0" B.O. FOOTING 97'-0" DEF 11'-2" 11'-3 1/4" 11'-4 1/2" 11'-6" 11'-8 1/2" 11'-10" 11'-11 1/4" 12'-0 3/4" 12'-2 1/2" 12'-4 1/2" 12'-6" 12'-7 1/2" 12'-9" 12'-10 1/2" 13'-1 1/2" 13'-3 1/2" 13'-6" 13'-8" 8'-8"8'-0"B.O.BEAM B.O.BEAM T.O.PIER B.O.BEAM B.O.BEAM B.O.BEAM B.O.BEAM B.O.BEAM EQ EQEQEQ 7'-0"B.O.BEAM B.O.BEAM B.O.BEAM B.O.BEAM 4'-10"4'-10"4'-10" B.O.BEAM11'-7" (5) BEAMS @ 2'-9 1/2" O.C.= 16'-10" 2'-10"3'-3"3'-4"3'-5"3'-6"2'-9 1/2" 3'-8"3'-10"4'-0"4'-6" B.O.BEAM B.O.BEAM B.O.BEAM B.O.BEAM B.O.BEAM B.O.BEAM B.O.BEAM 2'-4"16'-10"16'-4"16'-0"14'-6"0"1'-10" 2" 04.07 04.15 05.01 05.02 26.13 M1 SV BM PT1 PT1 PT1 SV SV M1 26.13 26.15 E1 S3 M1 CS SV M1 BM PT1 2'-11" E2 E1 SC 8'-8"7'-0"04.07 04.09 04.10 05.02 2 A2.0 04.06 04.07 04.06 04.06 F.7 05.33 05.334" 04.07 04.079'-0"7'-0"EQ EQ 2'-2"14'-8"2'-0"14'-4"2'-0"14'-0"2'-2"8'-8"07.32 07.31 07.29 05.01 7'-0"04.1604.16 1'-4"1'-4" 04.16 03.17 04.07M1M1M1 F.F. Level 1 100'-0" B.O. FOOTING 97'-0" 8 04.07 04.06 04.07 04.08 05.02 05.011'-0" 6 1/2"7'-0"32.05 11'-10" 31.01 03.05 26.13 REF: STR. 2'-0" 04.16 04.15 04.17SLOPESLOPE B.O.BEAM 05.33 8'-8"B.O. FOOTING 97'-0" 8 05.02 05.01 04.07 11.19 32.13 26.13 32.03 7'-0"8'-0"31.01 04.07 03.17 04.17 11'-6" B.O.BEAM 8'-8"2'-0"2'-0"32.05 03.05REF: STR. 2'-8" 05.33 04.0804.08 04.07 05.01 05.33 05.02 04.17 26.13 11.19 04.15 111'-2" 111'-3 1/4"111'-4 1/2" 111'-6"111'-7"111'-8 1/2"111'-10" 108'-8"108'-0" 107'-0" ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:29:32 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 BUILDING ELEVATION (ENLARGED) A2.0 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: # DATE DESCRIPTION scale: 1/4" = 1'-0"A2.0 1 PATIO WALL EAST ELEVATION scale:1/2" = 1'-0"A2.0 2 CROSS-SECTION 03. CONCRETE 03.05 FOOTING & FOUNDATION, SEE STRUCTURAL FOR CONCRETE TYPE AND REINFORCING. VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 03.17 PRE-CAST CONCRETE CAP. 04. MASONRY 04.06 STONE VENEER OVER 6" MASONRY, WITH STONE CAP, SEE STRUCTURAL DRAWINGS. 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.08 10" MASONRY BELOW 8" MASONRY, SEE STRUCTURAL DRAWINGS. SEE WALL SECTIONS. 04.09 12" MASONRY BELOW 8" MASONRY, SEE STRUCTURAL DRAWINGS. SEE WALL SECTIONS. 04.10 4" MASONRY, SEE WALL SECTIONS. SEE FINISH LEGEND FOR COLOR AND FINISH. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. WITH 1" AIR GAP OVER (LIQUID-APPLIED VAPOR BARRIER). 04.15 STONE VENEER, SEE ELEVATION MATERIAL LEGEND. 04.16 STONE VENEER TO FLUSH OUT WITH MASONRY 04.17 STONE CAP, BUILD-UP MORTAR TO SLOPE AWAY, STONE VENEER MANUFACTURER. 26. ELECTRICAL 26.13 PROVIDE WALL MOUNTED UP/DOWN LIGHT FIXTURE. SEE ELECTRICAL. 26.15 SUSPENDED LINEAR UP/DOWN LIGHT FIXTURE IN ROOMS WITH ROOF ACCESS, SEE ELECTRICAL. 05. METALS 05.01 STEEL COLUMN, PAINTED WHERE EXPOSED. SEE STRUCTURAL DRAWINGS. 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.33 CAP ENDS OF TUBE STEEL, GRIND ALL WELDS SMOOTH PRIME AND PAINTED. 31. EARTHWORK 31.01 VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 32. EXTERIOR IMPROVMENTS 32.03 SEE CIVIL PLANS FOR CONTINUATION OF SIDEWALKS. 32.05 EXTERIOR CONCRETE WALK, SLOPE AWAY FROM BUILDING TYPICAL. MAX. 1/4" PER FOOT, SEE CIVIL PLANS. 32.13 AMERISTAR MONTAGE INDUSTRIAL LOCKABLE GATE IN LOCATION SHOWN. 8'-0" TALL, MATCH FENCE. scale:1/2" = 1'-0"A2.0 3 PATIO FIREPLACE SECTION 07. THERMAL & MOISTURE PROTECTION 07.29 TRIM, COLOR TO MATCH SIDING. 07.31 METAL SIDING, (MBCI OR APPROVED EQUAL): HORIZONTAL REVERSE ROLLED 7.2 RIBBED WALL PANEL EXPOSED FASTENER, OVER HIGH TEMP. VAPOR BARRIER; SEE ELEVATION FOR COLOR. 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 11. EQUIPMENT 11.19 FIREPLACE, SEE PLUMBING AND MECHANICAL DRAWINGS. VERIFY WITH MFR. FOR WALL THICKNESS AND MOUNTING HEIGHTS. scale:A2.0 GG 3D FIREPLACE VISUAL REFERENCE scale: 1/2" = 1'-0"A2.0 5 OUT DOOR FIREPLACE GLAZING TYPES: -1" Clear, Low E, Insulated, Sealed. U-Value = .29, SHGC = .38 -1" Clear, Low E, Insulated, Tempered Glass, Sealed U-Value = .29, SHGC = .38 GENERAL NOTES 1. WINDOW MULLIONS ARE ASSUMED TO BE 2" THICK 2. FIELD VERIFY ALL FINISHED WINDOW OPENINGS PRIOR TO MANUFACTURING. 3. PROVIDE SHOP DRAWINGS FOR ALL WINDOWS PRIOR TO MANUFACTURING. 4. DIMENSIONS ARE TO OUTSIDE OR CENTER OF MULLION. 5. INSTALL STOREFRONT SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. SHIM WINDOWS AS REQ'D AT HEAD. A B BM BREAK METAL: CB CONCRETE BENCH: SYSTEM: FLASHING PATTERN: 2 RIBBED FINISH: 22GA. COLOR: MIDNIGHT BRONZE SIZE: SEE SECTION AND DETAILS SYSTEM: LE.03 PATTERN: - FINISH: ANTI-GRAFFITI SEALED COLOR: NATURAL SIZE: VARIES, SEE WALL SECTION ALTERNATE: CAST-IN-PLACE MBCI OR APPROVED EQUAL EXTERIOR LEGEND: VISUAL REFERENCE VISUAL REFERENCE CF CONCRETE FOUNDATION WALL: CS PRECAST CONCRETE SILL: VISUAL REFERENCE VISUAL REFERENCEEQEQEQEQSECTIONSEE DTL. &ENLARGED SYSTEM: - PATTERN: - FINISH: SEALED COLOR: NATURAL SIZE: SEE WALL SECTION ENLARGED SECTIONSSEE DTL. &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 SEE DTL.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 PT11'-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 CMU OPENING9'-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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:29:49 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 BUILDING ELEVATIONS A2.1 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: scale: 1/8" = 1'-0"A2.1 3 EAST ELEVATION scale: 1/8" = 1'-0"A2.1 1 NORTH ELEVATION 03. CONCRETE 03.06 THESE DASHED LINED INDICATE THE FOOTING AND FOUNDATION, SEE STRUCTURAL DRAWINGS. 03.10 PRE-CAST CONCRETE SILL WITH DRIP CHANNEL. 03.12 CONCRETE BENCH WITH EXTERIOR LED STIPE LIGHTING, MODEL LE.03 (STREETSCAPES OR APPROVED EQUAL), ALTERNATE: CAST-IN-PLACE. 04. MASONRY 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.09 12" MASONRY BELOW 8" MASONRY, SEE STRUCTURAL DRAWINGS. SEE WALL SECTIONS. 04.10 4" MASONRY, SEE WALL SECTIONS. SEE FINISH LEGEND FOR COLOR AND FINISH. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. WITH 1" AIR GAP OVER (LIQUID-APPLIED VAPOR BARRIER). 04.17 STONE CAP, BUILD-UP MORTAR TO SLOPE AWAY, STONE VENEER MANUFACTURER. 04.22 6" MASONRY, SEE WALL SECTIONS. SEE FINISH LEGEND FOR COLOR AND FINISH. 26. ELECTRICAL 26.05 LIGHT FIXTURE, SEE ELECTRICAL. 26.12 WALL MOUNTED SECURITY LIGHTING, SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS. 26.13 PROVIDE WALL MOUNTED UP/DOWN LIGHT FIXTURE. SEE ELECTRICAL. 05. METALS 05.01 STEEL COLUMN, PAINTED WHERE EXPOSED. SEE STRUCTURAL DRAWINGS. 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.04 STRUCTURAL SUPPORT, SEE STRUCTURAL DRAWINGS. 05.18 42" HIGH, 1/2" WET GLAZED GUARDRAIL SYSTEM, TEMPERED, (05 7310 CLR GRS OR APPROVED EQUAL). FINISH DARK BRONZE. NO TOP CAP, EASED & POLISHED EDGES. SEE DETAILS 1,2/A5.7. 05.28 ROOF ACCESS LADDER. SEE DETAILS 3,4,5/A8.3 PAINTED TO MATCH BUILDING. 05.33 CAP ENDS OF TUBE STEEL, GRIND ALL WELDS SMOOTH PRIME AND PAINTED. 32. EXTERIOR IMPROVMENTS 32.13 AMERISTAR MONTAGE INDUSTRIAL LOCKABLE GATE IN LOCATION SHOWN. 8'-0" TALL, MATCH FENCE. 07. THERMAL & MOISTURE PROTECTION 07.06 FACTORY PAINTED PARAPET CAP/FLASHING AND CONTINUOUS METAL COPING WITH DRIP FLASHING AND HOLD DOWN CLIPS BOTH SIDES,(PERMASNAP OR APPROVED EQUAL) SEE ELEVATION AND LEGEND FOR COLOR. 07.07 FACTORY PAINTED CONTINUOUS BREAK MTL. FLASHING, SEE ELEVATION LEGEND FOR COLOR. 07.08 CONTINUOUS BREAK METAL FASCIA WRAPED TO SOFFIT, 22 GA. SEE FINISH LEGEND FOR COLOR. 2 RIBBED SEE DETAILS. 07.14 DASHED LINE REPRESENTS ROOF LINE/SLOPE BEYOND. ROOF TO DRAIN 1/4" PER FOOT TO DRAIN TOWARDS GUTTER, SEE ROOF PLAN. 07.24 EIFS HEADER, SEE WALL SECTION AND DETAILS. 07.25 EIFS OVER 3/4" RIGID INSULATION OVER 1/2" SHEATHING, SEE STRUCTURAL. SEE ELEVATIONS FOR COLORS. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED VAPOR BARRIER), SEE ELEVATIONS AND WALL SECTIONS. 07.29 TRIM, COLOR TO MATCH SIDING. 07.30 METAL SIDING, "VESTA" PLANK VARIEGATES, (QUALITY EDGE OR APPROVED EQUAL). 07.31 METAL SIDING, (MBCI OR APPROVED EQUAL): HORIZONTAL REVERSE ROLLED 7.2 RIBBED WALL PANEL EXPOSED FASTENER, OVER HIGH TEMP. VAPOR BARRIER; SEE ELEVATION FOR COLOR. 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.33 BAR STYLE SNOW GUARDS TO MATCH STANDING SEAM METAL ROOF. 07.34 CONTINUOUS RAIN GUTTER, MATCH STANDING SEAM ROOF COLOR. SEE ELEVATIONS. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 08.10 SLIDING WALL SYSTEM WITH LOW PROFILE SADDLE SILL AND UNIVER SILL. HSW60 AND ENCLOSURE STACKING AREA 3 (NANAWALL SYSTEMS OR APPROVED EQUAL). ALTERNATES INCLUDE, "AVANTI SYSTEMS", CR LAURENCE, KAWNEER. 09. FINISHES 09.01 'V-GROOVE' IN EIFS, SEE DETAIL 13/A8.2. # DATE DESCRIPTION 1 04.19.2023 Addendum 1 1 A3.1 1 A3.1 2 A3.1 2 A3.15 A4.2 F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" A B C D E F G 4"2'-8"3 A3.1 3 A3.1 5 A4.1 EQEQ 1'-0" S3 E1 BM PT1 C4 SV E1 CS E3 E3 F P BM E1 E1 E3 SV BM M1 SF-2 SV SV M1 M1 M2 M2P SC SV PT1 BM M1 CB PG-1M1 SF-2 E3 F PT1E3 P E3 SF-2 9'-0"32.13 03.10 03.12 07.24 08.01 08.01 07.31 07.06 07.08 07.08 04.07 04.09 M1 07.06 07.24 M1 04.10 07.30 CF 03.08 8"32.15 130'-0" 144'-3" 148'-0" 130'-0" 116'-7" 130'-0" 150'-10" 08.16 B B A 328B A A 324B A 326B A A A A B A B B A A A A A AA A A 122A A A A B A 118 AA A A AA AA A A A B 122B 05.18 B B B B 8'-0"03.19 03.0803.08 04.09 04.07 04.1004.10 03.10 07.29 146'-0" 154'-4" 155'-0 1/2" F.9 F.2 F.8F.7 A.2 A.3 B.3 04.07 04.15 08.16 07.07 26.09 26.13 08.01 E2 E1 E2 C4 EQ EQ 07.06 08.01 T.O.WALL DECK BEARING T.O.WALL T.O.WALL T.O.WALL T.O.WALL T.O.WALL T.O.WALL 15'-0"15'-0"04.17 08.01 G E E E H J S S P P P P P P P PT U UU 03.06 07.29 DECK BEARING INT. DECK BEARING T.O. MASONRY 150'-8" 26.09 10'-0"12'-0" 1 A3.2 1 A3.2 5 A4.4 2 A3.2 2 A3.2 2 A4.5 4 A4.5 F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" 3'-0"8'-4"8'-4"3'-0" 1 2 3 4 5 6 7 8 2'-8"9" 3 A3.2 3 A3.2 122'-0" 112'-8"4'-0"21'-0"4'-0"21'-0 1/2"146'-0" 130'-0" 116'-7" 130'-0" 146'-0" 150'-10" 108'-8"7'-0"CS SV BM E2 C4 E1 E3 E3 SF-2 BM PT1 SV M1 M1 E1 E1 M1 M1 SV BM SV C4 BM E3 E3 BM SF-2 PT1 SV PT1 C-1 S/S SC M1 E3 SF-2 PT1 E3 E1 C-1 CS PT1 M2 P E3 P PT1E3 F P 26.13 05.04 15'-0"K K L L V N N W W M Q V Q M P P P P X Y X 9'-0"146'-0" 05.18 1.3 7.7 1.8 32.02 03.10 22.08 26.05 08.01 04.15 04.16 04.16 04.17 07.08 07.06 07.24 07.26 05.28 116'-0" 08.01 04.17 P SF-2 E1 M1 CS E2 E1 E1 P M1 26.13 05.33 03.10 07.26 04.15 04.09 04.07 04.09 07.26 7'-0"07.07 T.O.WALL T.O.WALL T.O.WALL T.O.WALL INT. DECK BEARING T.O.WALL T.O.WALL T.O.WALL 120'-0" 130'-0" T.O.WALL E3 SV15'-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'-10"08.01 E2 8"10'-0"8"8"10'-0"8" 08.06 D 1'-8"1'-8"22.08 32.15 03.08 04.07 26.13 07.06 1.9 BM 07.08 150'-8" T.O. MASONRY GLAZING TYPES: -1" Clear, Low E, Insulated, Sealed. U-Value = .29, SHGC = .38 -1" Clear, Low E, Insulated, Tempered Glass, Sealed U-Value = .29, SHGC = .38 GENERAL NOTES 1. WINDOW MULLIONS ARE ASSUMED TO BE 2" THICK 2. FIELD VERIFY ALL FINISHED WINDOW OPENINGS PRIOR TO MANUFACTURING. 3. PROVIDE SHOP DRAWINGS FOR ALL WINDOWS PRIOR TO MANUFACTURING. 4. DIMENSIONS ARE TO OUTSIDE OR CENTER OF MULLION. 5. INSTALL STOREFRONT SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. SHIM WINDOWS AS REQ'D AT HEAD. A B BM BREAK METAL: CB CONCRETE BENCH: SYSTEM: FLASHING PATTERN: 2 RIBBED FINISH: 22GA. COLOR: MIDNIGHT BRONZE SIZE: SEE SECTION AND DETAILS SYSTEM: LE.03 PATTERN: - FINISH: ANTI-GRAFFITI SEALED COLOR: NATURAL SIZE: VARIES, SEE WALL SECTION ALTERNATE: CAST-IN-PLACE MBCI OR APPROVED EQUAL EXTERIOR LEGEND: VISUAL REFERENCE VISUAL REFERENCE CF CONCRETE FOUNDATION WALL: CS PRECAST CONCRETE SILL: VISUAL REFERENCE VISUAL REFERENCEEQEQEQEQSECTIONSEE DTL. &ENLARGED SYSTEM: - PATTERN: - FINISH: SEALED COLOR: NATURAL SIZE: SEE WALL SECTION ENLARGED SECTIONSSEE DTL. &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 SEE DTL.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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:30:27 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 BUILDING ELEVATIONS A2.2 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: # DATE DESCRIPTION scale: 1/8" = 1'-0"A2.2 1 WEST ELEVATION scale:1/8" = 1'-0"A2.2 2 SOUTH ELEVATION 03. CONCRETE 03.06 THESE DASHED LINED INDICATE THE FOOTING AND FOUNDATION, SEE STRUCTURAL DRAWINGS. 03.08 EXPOSED CONCRETE FOUNDATION, FINISH TO BE NATURAL AND SEALED. 03.10 PRE-CAST CONCRETE SILL WITH DRIP CHANNEL. 03.12 CONCRETE BENCH WITH EXTERIOR LED STIPE LIGHTING, MODEL LE.03 (STREETSCAPES OR APPROVED EQUAL), ALTERNATE: CAST-IN-PLACE. 03.19 6" CONCRETE PAD FOR SWIM-SPA 04. MASONRY 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.09 12" MASONRY BELOW 8" MASONRY, SEE STRUCTURAL DRAWINGS. SEE WALL SECTIONS. 04.10 4" MASONRY, SEE WALL SECTIONS. SEE FINISH LEGEND FOR COLOR AND FINISH. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. WITH 1" AIR GAP OVER (LIQUID-APPLIED VAPOR BARRIER). 04.15 STONE VENEER, SEE ELEVATION MATERIAL LEGEND. 04.16 STONE VENEER TO FLUSH OUT WITH MASONRY 04.17 STONE CAP, BUILD-UP MORTAR TO SLOPE AWAY, STONE VENEER MANUFACTURER. 26. ELECTRICAL 26.05 LIGHT FIXTURE, SEE ELECTRICAL. 26.09 WALL-MOUNTED FIXTURE, SEE ELECTRICAL. 26.13 PROVIDE WALL MOUNTED UP/DOWN LIGHT FIXTURE. SEE ELECTRICAL. 05. METALS 05.04 STRUCTURAL SUPPORT, SEE STRUCTURAL DRAWINGS. 05.18 42" HIGH, 1/2" WET GLAZED GUARDRAIL SYSTEM, TEMPERED, (05 7310 CLR GRS OR APPROVED EQUAL). FINISH DARK BRONZE. NO TOP CAP, EASED & POLISHED EDGES. SEE DETAILS 1,2/A5.7. 05.28 ROOF ACCESS LADDER. SEE DETAILS 3,4,5/A8.3 PAINTED TO MATCH BUILDING. 05.33 CAP ENDS OF TUBE STEEL, GRIND ALL WELDS SMOOTH PRIME AND PAINTED. 32. EXTERIOR IMPROVMENTS 32.02 CONCRETE SPLASH PAD LOCATED AT ALL OVERFLOW DRAINS IN LANDSCAPING. 32.13 AMERISTAR MONTAGE INDUSTRIAL LOCKABLE GATE IN LOCATION SHOWN. 8'-0" TALL, MATCH FENCE. 32.15 CATCH BASIN, SEE PLUMBING AND CIVIL DRAWINGS. 07. THERMAL & MOISTURE PROTECTION 07.06 FACTORY PAINTED PARAPET CAP/FLASHING AND CONTINUOUS METAL COPING WITH DRIP FLASHING AND HOLD DOWN CLIPS BOTH SIDES,(PERMASNAP OR APPROVED EQUAL) SEE ELEVATION AND LEGEND FOR COLOR. 07.07 FACTORY PAINTED CONTINUOUS BREAK MTL. FLASHING, SEE ELEVATION LEGEND FOR COLOR. 07.08 CONTINUOUS BREAK METAL FASCIA WRAPED TO SOFFIT, 22 GA. SEE FINISH LEGEND FOR COLOR. 2 RIBBED SEE DETAILS. 07.24 EIFS HEADER, SEE WALL SECTION AND DETAILS. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED VAPOR BARRIER), SEE ELEVATIONS AND WALL SECTIONS. 07.29 TRIM, COLOR TO MATCH SIDING. 07.30 METAL SIDING, "VESTA" PLANK VARIEGATES, (QUALITY EDGE OR APPROVED EQUAL). 07.31 METAL SIDING, (MBCI OR APPROVED EQUAL): HORIZONTAL REVERSE ROLLED 7.2 RIBBED WALL PANEL EXPOSED FASTENER, OVER HIGH TEMP. VAPOR BARRIER; SEE ELEVATION FOR COLOR. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 08.16 OVERHEAD DOOR ALUMINUM GLASS DOOR MODEL 521, WITH HIGH LIFT TRACK. FRAME COLOR TO MATCH STOREFRONT COLOR DARK BRONZE, (OVERHEAD DOOR COMPANY OR APPROVED EQUAL). 22. PLUMBING 22.08 ESCUTCHEON LOCATION, SEE PLUMBING DRAWINGS. GENERAL NOTES 1. WINDOW MULLIONS ARE ASSUMED TO BE 2" THICK 2. FIELD VERIFY ALL FINISHED WINDOW OPENINGS PRIOR TO MANUFACTURING 3. PROVIDE SHOP DRAWINGS FOR ALL WINDOWS PRIOR TO MANUFACTURING 4. FIELD VERIFY CONNECTION CONDITIONS FOR REPLACEMENT STOREFRONT. IF OTHER THAN INDICATED IN DETAILS CONTACT ARCHITECT FOR ATTACHMENT CLARIFICATION. 5. DIMENSIONS ARE TO OUTSIDE OR CENTER OF MULLION. 6. INSTALL STOREFRONT SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. SHIM WINDOWS AS REQ'D AT HEAD. GLAZING PERFORMANCE: INDOOR LITE: CLEAR "TRANSPARENT" FLOAT GLASS OUTDOOR LITE: CLEAR FLOAT, SPUTTER COATED ON SECOND SURFACE. COATING: "SOLARBAN 60 SOLAR CONTROL LOW-E (SPUTTERED) BY PPG INDUSTRIES. INC. LOCATION: SECOND SURFACE. VISIBLE LIGHT TRANSMISSION: 70% U-VALUE -WINTER: 0.29, SUMMER: 0.27 SHGC: 0.38 SHADING COEFFICIENT: 0.44 OUTDOOR VISIBLE LIGHT REFLECTANCE: 11% EXTERIOR 1" CLEAR, INSULATED, LOW E, SEALED. 1" CLEAR, INSULATED, LOW E, TEMPERED GLASS, SEALED INTERIOR 1/2" CLEAR TEMPERED BUTT GLAZED SYSTEM 1/2" CLEAR GLAZED SYSTEM 1/2" TEMPERED, ONE WAY PRIVACY FILM WITH MIRROR FINISH ON INSIDE OF ROOM FIRE RATED GLASS GLAZING TYPES: A B C D E F F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" F.F. Level 2 113'-5" F.F. LEVEL 3 126'-10" F.F. LEVEL 3 126'-10"3'-0"7'-0"3'-5"3'-3"6'-8"3'-6"3'-2"6'-8"4'-8"10'-8"4'-8"10'-0"4'-0"8'-0"4'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8"10'-0"8'-0"5'-4"13'-4"4'-0"4'-0"3'-0"7'-0"3'-5"3'-3"6'-8"3'-6"3'-2"6'-8"10'-0"3'-5"3'-3"6'-8"3'-6"3'-2"6'-8"3'-0"7'-0"3'-5"3'-3"6'-8"3'-6"3'-2"6'-8"8'-0" 4'-0"4'-0"6'-8"6'-8"8'-0" B BB A A A AAAAA AAAA AAAA A A A A A AAA A A B A A A A A A A A 4'-8"2'-11"5'-2"1'-11"8'-1"1'-11"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'-11"5'-2"2'-11"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'-10"3'-6"3'-4"6'-7"4'-0" 4'-0"8'-8"8'-0"6'-8"9'-11"3'-2"3'-6"1'-11"6'-2"1'-11" 10'-0"9'-11"9"10'-8"12'-8"8'-0"1'-11"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'-11"8'-1"10'-0"1'-11"5'-2"2'-11"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'-11"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'-10"3'-3"9'-10"6'-8"3'-3"3'-5"7'-0"3'-0"4'-8"3'-4"4'-8"3'-4"4'-8"1'-11"5'-2"2'-11"10'-0"7'-0"3'-0"4'-8"3'-4"4'-8"3'-4"4'-8"1'-11"5'-2"2'-11"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'-10"3'-3"1'-9"4'-10"3'-3"9'-10"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 J9'-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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:30:33 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WINDOW SCHEDULE (EXTERIOR) A2.3 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION scale:1/8" = 1'-0"A2.3 1 NORTH ELEVATION scale:1/8" = 1'-0"A2.3 2 EAST ELEVATION scale:1/8" = 1'-0"A2.3 4 SOUTH ELEVATION scale: 1/8" = 1'-0"A2.3 3 WEST ELEVATION GENERAL NOTES 1. WINDOW MULLIONS ARE ASSUMED TO BE 2" THICK 2. FIELD VERIFY ALL FINISHED WINDOW OPENINGS PRIOR TO MANUFACTURING 3. PROVIDE SHOP DRAWINGS FOR ALL WINDOWS PRIOR TO MANUFACTURING 4. FIELD VERIFY CONNECTION CONDITIONS FOR REPLACEMENT STOREFRONT. IF OTHER THAN INDICATED IN DETAILS CONTACT ARCHITECT FOR ATTACHMENT CLARIFICATION. 5. DIMENSIONS ARE TO OUTSIDE OR CENTER OF MULLION. 6. INSTALL STOREFRONT SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. SHIM WINDOWS AS REQ'D AT HEAD. GLAZING PERFORMANCE: INDOOR LITE: CLEAR "TRANSPARENT" FLOAT GLASS OUTDOOR LITE: CLEAR FLOAT, SPUTTER COATED ON SECOND SURFACE. COATING: "SOLARBAN 60 SOLAR CONTROL LOW-E (SPUTTERED) BY PPG INDUSTRIES. INC. LOCATION: SECOND SURFACE. VISIBLE LIGHT TRANSMISSION: 70% U-VALUE -WINTER: 0.29, SUMMER: 0.27 SHGC: 0.38 SHADING COEFFICIENT: 0.44 OUTDOOR VISIBLE LIGHT REFLECTANCE: 11% EXTERIOR 1" CLEAR, INSULATED, LOW E, SEALED. 1" CLEAR, INSULATED, LOW E, TEMPERED GLASS, SEALED INTERIOR 1/2" CLEAR TEMPERED BUTT GLAZED SYSTEM 1/2" CLEAR GLAZED SYSTEM 1/2" TEMPERED, ONE WAY PRIVACY FILM WITH MIRROR FINISH ON INSIDE OF ROOM FIRE RATED GLASS GLAZING TYPES: A B C D E F1'-11"5'-2"2'-11"BB AAA AA 3'-3 1/2"6'-2"3'-3 1/2" F.V. 12'-9"10'-0"A1 SCHED. SEE DOOR 2'-11"5'-2"1'-11"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'-11"B A B A C1 8'-0"EQ EQ F.V. 5'-6" C C D1 1'-0" SCHED. SEE DOOR 2'-10"2'-10"2'-10"2'-10" F.V. 15'-5" C CCCC 8'-0"E1 SCHED. SEE DOOR 1'-5"1'-5" F.V. 6'-0"8'-0"C C F1 1'-5"8'-0"F.V. 4'-8"5'-1"2'-11"F F G1 8'-0"2'-3 3/4"7 3/4"F.V. 6'-0" C C H1 SCHED. SEE DOOR 3'-0"5'-0"F.V. 7'-0"8'-0"D J1 3'-11"8'-0"2'-11"5'-1"F.V. 17'-0" EQEQ 7'-0 1/2" B B C C B C L1 SCHEDULE SEE DOOR C C 8'-0"K1 3'-5 1/2" F.V. 13'-0" SCHED. SEE DOOR 3'-6"5'-0"3'-0"E 5'-0" M1 8'-0"1'-6 1/2" F.V. 5'-0" SCHED. SEE DOOR CC N1 5" SCHED. SEE DOOR 8'-0"F.V. 5'-0" 3'-6"1'-6" CC O1 F.V. 6'-9 1/2"10'-0"EQEQ P1 FF F F 2'-11"5'-2"1'-11"F F 10'-0"1'-11"8'-1"11 1/2" F.V. 5'-6 1/2" 1'-5" Q1 F F F F FF SCHED. SEE DOOR F7'-0"3'-0"EQ EQ EQ EQ EQ F.V. 16'-1" DDDDD A2 7'-11"1'-5" SCHED. SEE DOOR F.V. 4'-8" B2 F F 2'-11"5'-0"3'-0"7'-0"F.V. 4'-8"10'-0"B A J2 F.V. 5'-0"8'-0"1'-6" SCHED. SEE DOOR C C2 5 1/2"F.V. 5'-0" 1'-6"7'-11"D2 B G2 7'-11"1'-8"F.V. 6'-6" 1'-8" B BSCHED. SEE DOOR F.V. 30'-6 1/2" EQEQEQEQEQEQEQEQEQEQEQEQEQ CCCCCCCCCCCCC 8'-0"E2 F.V. 19'-8" 2'-9"2'-5"2'-5"2'-5"2'-5"2'-5"2'-5"2'-5"8'-0"F2 CCCCCCCC 7'-11"F.V. 4'-8" 1'-5" SCHED. SEE DOOR H2 F F 5'-0"2'-11"8'-0"1'-0 3/4" F.V. 8'-2" 1'-0 3/4" SCHED. SEE DOOR C C A3 7'-10"1'-5" F.V. 4'-8" F B3 F SCHED. SEE DOOR F.V. 5'-0" 1'-6" C3 8'-0"SCHED. SEE DOOR CC 8'-0"F.V. 5'-0" 1'-6" SCHED. SEE DOOR CC D3 8'-0"2'-7" F.V. 6'-5" 9 1/2" SCHED. SEE DOOR CC E3 9 1/2" SCHED. SEE DOOR F.V. 6'-5"8'-0"F3 C C 2'-7"8'-0"2'-7"F.V. 6'-5" 9 1/2" SCHED. SEE DOOR G3 CC F.V. 5'-0" 1'-6"8'-0"SCHED. SEE DOOR H3 CC F.V. 4'-8" 1'-5"7'-10"F SCHED. SEE DOOR J3 F 8'-0"F.V. 6'-5" 2'-7 1/2"9" SCHED. SEE DOOR CC L3 F.V. 6'-5"8'-0"2'-7 1/2" SCHED. SEE DOOR K3 9" C C 8'-0"1'-0" EQ EQ EQ EQ EQ 13'-7" F.V. 21'-9" 1'-0" SCHED. SEE DOOR SCHED. SEE DOOR M3 C CCCCCC ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:30:41 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WINDOW SCHEDULE (INTERIOR) A2.4 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION LEVEL 1 INTERIOR LEVEL 2 INTERIOR LEVEL 1 INTERIOR LEVEL 3 INTERIOR ELEVATION IS LOOKING FROM INSIDE RM. WINDOW SYSTEM, SEE ELEVATIONS AND WINDOW SCHEDULE EIFS OVER RIGID FOAM INSULATION, SEE ELEVATIONS DASHED LINE REPRESENTS FLUID-APPLIED AIR BARRIER, SEE SPEC. SHIM AS NECESSARY, INSTALL CONT. SEALANT (CAULK) AND BACKER ROD, BOTH SIDES OF WINDOW FRAME AND FLASHING COLOR TO MATCH STOREFRONT METAL FLASHING FACTORY PAINTED COLOR TO MATCH STOREFRONT MIN. 1/2" 1 1/2" 1/2" 5 1/2" VERIFY W/ PLANS 3 5/8" TYP.5/8"1"11"1"2 1/2"W/ MFR.VERIFYWINDOW 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" TYP.3-5/8" TYP.VERIFY W/PLANSEALANT, 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" TYP.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" TYP.VERIFY W/PLANSEALANT, 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" TYP.VERIFY W/PLANSEALANT, TYP. ALL JOINTS.FROM CMU1"HEAVY GAUGE CONTINUOUS BREAK METAL, SEE ELEVATION FOR COLOR FROM CMU3"STOREFRONT SYSTEM SEE ELEVATION, INSTALL PER MFR. WINDOW SYSTEM, SEE ELEVATIONS AND WINDOW SCHEDULE EIFS OVER RIGID FOAM INSULATION, SEE ELEVATIONS DASHED LINE REPRESENTS FLUID-APPLIED AIR BARRIER, SEE SPEC. SHIM AS NECESSARY, INSTALL CONT. SEALANT (CAULK) AND BACKER ROD, BOTH SIDES OF WINDOW FRAME AND FLASHING COLOR TO MATCH STOREFRONT METAL FLASHING FACTORY PAINTED COLOR TO MATCH STOREFRONT MIN. 1/2" 1 1/2" 1/2" VERIFY W/ PLANS 5 1/2" TYP.5/8"1"11"1"2 1/2" WINDOW SHADING SYSTEM PAINTED, 5/8" GYP. BD. (TYPE X ) HIGH TEMP. PEEL AND STICK WINDOW SYSTEM, SEE ELEVATIONS AND WINDOW SCHEDULE EIFS OVER RIGID FOAM INSULATION, SEE ELEVATIONS DASHED LINE REPRESENTS FLUID-APPLIED AIR BARRIER, SEE SPEC. SHIM AS NECESSARY, INSTALL CONT. SEALANT (CAULK) AND BACKER ROD, BOTH SIDES OF WINDOW FRAME AND FLASHING COLOR TO MATCH STOREFRONT METAL FLASHING FACTORY PAINTED COLOR TO MATCH STOREFRONT MIN. 1/2" 1 1/2" 1/2" VERIFY W/ PLANS 5 1/2" TYP.5/8"1"11"1"2 1/2" WINDOW SHADING SYSTEM PAINTED, 5/8" GYP. BD. (TYPE X ) HIGH TEMP. PEEL AND STICK CEILING AS SCHEDULED TYP.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 SLOPE1/2"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"REF: MFR.5 1/2"F.V. 3 1/2"REF: STR.HEADER9 1/4"VERIFY OVERHANGE W/ JAMB AND SILL CONDITION PER MFR. INSTALLATIONPER. MFR.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"REF: MFR.5 1/2"REF: STR.HEADER9 1/4"PER. MFR.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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:30:45 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WINDOW DETAILS A2.5 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION scale:3" = 1'-0"A2.5 14 WINDOW HEAD DTL. scale: 3" = 1'-0"A2.5 11 WINDOW HEAD DTL. scale: 3" = 1'-0"A2.5 3 WINDOW SILL DETAIL scale: 3" = 1'-0"A2.5 5 WINDOW @ PRECAST SILL scale:1 1/2" = 1'-0"A2.5 7 WINDOW @ JAMB DTL. # DATE DESCRIPTION scale: 3" = 1'-0"A2.5 10 WINDOW @ JAMB DTL. scale: 3" = 1'-0"A2.5 1 WINDOW @ PRECAST SILL scale: 3" = 1'-0"A2.5 8 WINDOW @ JAMB DTL. scale: 1 1/2" = 1'-0"A2.5 9 WINDOW JAMB @ MASONRY DTL. scale: 3" = 1'-0"A2.5 17 WINDOW HEAD DTL. scale: 3" = 1'-0"A2.5 13 WINDOW HEAD DTL. scale:3" = 1'-0"A2.5 6 WINDOW @ EIFS SILL scale: 3" = 1'-0"A2.5 4 WINDOW @ VERTICAL SIDING scale: 3" = 1'-0"A2.5 15 WINDOW HEAD DTL. scale: 3" = 1'-0"A2.5 12 WINDOW HEAD DTL. scale: 3" = 1'-0"A2.5 2 WINDOW @ PRECAST SILL FASTENER COLOR TO MATCH SIDING TYP. 3"HEAVY GAUGE CONTINUOUS BREAK METAL, SEE ELEVATION FOR COLOR 1" 3" DASHED LINE INDICATES HIGH TEMPERATURE LIQUID APPLIED AIR/ VAPOR BARRIER AT ALL EXTERIOR FRAMED WALLS HORIZONTAL REVERSE ROLLED 7.2 RIBBED WALL PANEL. (22GA.) EXPOSED FASTENING SYSTEM, SEE ELEVATIONS FOR COLOR.(FIELD CUT AS REQ'D.)1/2"1/4" GAP TYP. CLEAR GLAZING SEALANT 135° 1/2" TEMPERED GLASS 1/2" TEMPERED GLASS CONTINUOUS ALUMINUM TRACK, BEYOND. MITER AT ANGLED JOINTS TYPICAL CONDITION AT ANGLED CONDITION 1/2" TEMPERED CLEAR GLAZING WITH POLISHED EXPOSED EDGES. PLAN VIEW GLASS CHANNEL BELOW CONTINUOUS GASKET (BELOW) CLEAR GLAZING SEALANT TYPICAL 90o CONDITION PAINTED 5/8" GYP. BD. ON 3 5/8" METAL STUD FRAMING. CONTINUOUS 2 X 4 WOOD BLOCKING, FIRE RESISTANT, AS REQUIRED. CAULK EA. SIDE ALUMINUM BUTT GLASS CHANNEL ANCHORED AT 24" O.C. MIN. CONTINUOUS GASKET. 1/2" TEMPERED CLEAR GLAZING WITH POLISHED EXPOSED EDGES. CEILING AS SCHEDULED FINISH FLOOR, SEE SCHEDULE ALUMINUM BUTT GLASS CHANNEL ANCHORED AT 24" O.C. MIN. CONTINUOUS GASKET FINISH FLOOR, SEE SCHEDULE HEAD DETAIL FLOOR DETAIL SHIM WINDOW AS REQUIRED, PROVIDE CONTINUOUS CAULK AND BACKER ROD BOTH SIDES BRAKE METAL CORNER. FINISH TO MATCH STOREFRONT SCHEDULED WINDOW/DOOR PROVIDE BACKING AND SEALANT AT TRANSITION (TYP.) STRUCTURAL COLUMN. RE: STRUCTURAL 6" TYP.SEE STR.16" O.C. MAX1/2" 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"PER MFR.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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:30:48 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WINDOW DETAILS A2.6 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION scale: 1 1/2" = 1'-0"A2.6 1 WINDOW JAMB DETAIL scale:3" = 1'-0"A2.6 2 BUTT GLASS SPACING scale: 3" = 1'-0"A2.6 3 BUTT GLASS SECTION DETAIL scale: 1 1/2" = 1'-0"A2.6 4 STOREFRONT CORNER scale: 1 1/2" = 1'-0"A2.6 9 MTL. SIDING @ BASE scale:1" = 1'-0"A2.6 15 STANDARD JAMB/HEAD WRAP TYP. scale: 1" = 1'-0"A2.6 14 STANDARD JAMB/SILL WRAP TYP. scale: 3" = 1'-0"A2.6 5 WINDOW SILL DETAIL scale: 3" = 1'-0"A2.6 7 WINDOW HEAD DTL. scale: 3" = 1'-0"A2.6 6 WINDOW SILL DTL. scale:1 1/2" = 1'-0"A2.6 8 WINDOW HEAD DETAIL 1 A3.23 A4.5 2 A3.2 4 A4.5 F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" DECK BEARING 140'-10" 2 3 4 5 6 76.3 2'-6"1'-6"10'-0" WAITING 104 RECEPT. 105 ADMIN. 107 ADL FAMILY / LAUNDRY / BED RM. 116 CONSTRUCTION / CRAFT ZONE 115 STORAGE 231 SPEECH 1 233 SPEECH 7 229 SPEECH 8 227 SPEECH 9 225SPEECH 10 223 CONNECTIONS OFFICE 330 ADMIN. STORAGE 110 OFFICE 307 STORAGE 321 OFFICE 311 CONF. 305 OFFICE 309 HALLWAY 303 231A 107 225A 311 229A 233A 306 229B 106 309 307321B 331 227B 227A 114B 224 110 HALLWAY 331 COPY, PRINT 329 103B 146'-0" 144'-3"2'-4"CLEAR 5'-0" 148'-0" 07.16 07.12 07.12 EQ EQ EQ EQ EQ EQ EQ EQ 4'-8"8'-9 1/2"4'-8" EQEQEQ 07.35 08.12 1 1/2"A4.1 1 A4.1 2 1.3 1.8 23.04 23.03 09.06 09.03 26.16 26.07 3'-5"10'-0"07.30 4'-3" 07.23 07.23 07.23 07.23 09.02 09.26 09.26 11.12 09.08 07.23 07.3507.35 07.06 1 A3.2 2 A3.2 2 A4.5 A2.0 3 F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" B.O. FOOTING 97'-0" 1 2 3 4 5 6 7 8 4.53.22.4 1.7 3 A3.2 3 A3.2 24'-5" 1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"07.16 23.04 08.08 26.05 26.08 22.06 07.03 07.24 11.19 23.06 05.02 05.01 07.24 GYM 122 EVENT CENTER 136 OUTDOOR PATIO 140 121 125 137135122D136A 07.06 07.01 1'-2"1'-6"2'-8"10'-0" 1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12" 23.04 22.09 22.06 07.18 07.18 2'-8"3'-0"3'-4"22.20 10.04 10.25 10.25 96'-0" A4.1 3 A4.1 4 A4.1 6 1.3 96'-0" 100'-0" 98'-0" 1.9 03.20 09.23 09.23 10'-0"CLEAR9'-6"11'-0"R 27'-9"A6.9 2 9'-6"110'-6" 111'-0" 111'-6"111'-6" 111'-0"110'-6" 4'-6"6'-0" 1 A3.2 1 A3.2 2 A3.2 2 A3.2 1 A4.5 F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" DECK BEARING 140'-10" 1234 5 67 8 7.8 3 A3.2 3 A3.2 10'-0" 10'-0"9'-0" 10'-0"10'-0" 146'-0" 10'-0" 10'-0" 08.02 07.16 07.15 07.06 11.19 A4.2 1 110'-2" ADL KITCHEN 118 VESTIBULE 101 ENTRANCE LOBBY 102 LOUNGE 201 CONSTRUCTION / CRAFT ZONE 220 RECEPT. / WAITING 302 CONNECTION OFFICE 326 BKR 320 OUTDOOR PATIO 325 216A 218A 130 205 126 214A201202 314 HALLWAY 235 320 324A 102 206 315 118120128122D 220 HALLWAY 331 204 212 136A 04.11 04.11 04.11 04.11 11.01 11.01 09.10 08.02 08.02 09.30 07.27 26.12 07.26 E1 E3 F 7'-11"PAINT LINE11'-0"PAINT LINE11'-0"09.10 PAINT LINE11'-0"10'-0" 09.10 A4.2 2 PAINT LINE11'-6"7.7 PAINT LINE11'-0"09.10 PAINT LINE11'-0"09.10 07.01 PAINT LINE11'-0"09.10 09.10 3'-7"26.0826.08 26.08 07.35 09.08 09.12 09.08 09.30 07.17 08.01 05.18 401 D 08.06 07.32 BM S/S EQEQEQEQEQEQEQEQ EQEQEQEQ ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:31:24 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 BUILDING SECTIONS A3.1 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION scale: 1/8" = 1'-0"A3.1 1 BUILDING SECTION LOOKING NORTH scale: 1/8" = 1'-0"A3.1 2 BUILDING SECTION LOOKING NORTH REFERENCE NOTES: # DATE DESCRIPTION scale:1/8" = 1'-0"A3.1 3 BUILDING SECTION LOOKING SOUTH 03. CONCRETE 03.20 GRIP TREADS / SAW CUT CHANNELS INTO SLOPED CONCRETE IN FOAM-PIT 04. MASONRY 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 26. ELECTRICAL 26.05 LIGHT FIXTURE, SEE ELECTRICAL. 26.07 SUSPENDED LIGHT FIXTURE, SEE ELECTRICAL. 26.08 DECORATIVE PENDENT LIGHT FIXTURE, SEE ELECTRICAL. 26.12 WALL MOUNTED SECURITY LIGHTING, SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS. 26.16 SUSPENDED DECORATIVE LIGHT FIXTURE. 74700D-5 SWITCH, EUREKA LIGHTING OR APPROVED EQUAL, SEE ELECTRICAL. 05. METALS 05.01 STEEL COLUMN, PAINTED WHERE EXPOSED. SEE STRUCTURAL DRAWINGS. 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.18 42" HIGH, 1/2" WET GLAZED GUARDRAIL SYSTEM, TEMPERED, (05 7310 CLR GRS OR APPROVED EQUAL). FINISH DARK BRONZE. NO TOP CAP, EASED & POLISHED EDGES. SEE DETAILS 1,2/A5.7. 07. THERMAL & MOISTURE PROTECTION 07.01 WHITE 60 MIL. SINGLE PLY MEMBRANE (SEE SPECS) OVER 6" POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING (SEE STRUCTURAL DRAWINGS). WITH A MINIMUM FIFTEEN (15) YEAR MANUFACTURERâ€™S WARRANTY, MECHANICALLY FASTENED. MINIMUM SLOPE OF 1/4" PER FOOT, SEE SPECS. 07.03 HATCH INDICATES TAPERED INSULATION BOARD AS REQUIRED TO DIRECT WATER TO ROOF DRAINS. INSULATION SLOPE TO BE 1/4" PER FOOT. 07.06 FACTORY PAINTED PARAPET CAP/FLASHING AND CONTINUOUS METAL COPING WITH DRIP FLASHING AND HOLD DOWN CLIPS BOTH SIDES,(PERMASNAP OR APPROVED EQUAL) SEE ELEVATION AND LEGEND FOR COLOR. 07.12 EXTEND SINGLE PLY MEMBRANE UP PARAPET WALL, UNDER PARAPET CAP AND DOWN FRONT FACE OF WALL 1" MIN., TYPICAL. 07.15 ROOF MEMBRANE EXTENDED UP KICKER AND UP PARAPET WALL, SEE WALL SECTIONS. 07.16 EXTEND SINGLE PLY MEMBRANE UP WALL BEHIND FINISH MATERIAL A MINIMUM OF 24". 07.17 R-38 FOIL FACED BATT INSULATION UNDER PATIO DECKING. 07.18 R-19 FOIL FACED BATT INSULATION IN STUD WALL CAVITY. 07.23 ACOUSTICAL BATT FOR SOUND ABSORPTION. 07.24 EIFS HEADER, SEE WALL SECTION AND DETAILS. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED VAPOR BARRIER), SEE ELEVATIONS AND WALL SECTIONS. 07.27 PROVIDE BOTTOM DRAINAGE TRACK AT E.I.F.S. 07.30 METAL SIDING, "VESTA" PLANK VARIEGATES, (QUALITY EDGE OR APPROVED EQUAL). 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.35 VENT TO ALLOW PASSAGE OF AIR FROM KICKER. PROVIDE AND INSTALL TRU-AIRE 174 SERIES 8"X8"GRILLE (ABOUT 10"X10" OD) W/ INSECT SCREEN. AT THIS LOCATION WHERE PARAPET WALL IS SHORTER PROVIDED APPROPRIATE SIZE VENT, WATERPROOF/SEAL PENETRATION AS REQUIRED, INSTALL AT A MINIMUM OF 18" ABOVE ROOF DECK, WITH HEAVY DUTY BUG SCREENING TYPICAL. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.02 FIRE-FRAMES HEAT BARRIER STOREFRONT SYSTEM WITH DOOR, (TGP OR APPROVED EQUAL) 1hr (60MIN.) ASSEMBLY MEETS ASTM E119 OR UL 263 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 08.08 INTERIOR TEMPERED BUTT GLASS SYSTEM ALUMINUM FINISH. COLOR TO MATCH EXTERIOR MULLIONS (DARK BRONZE) (FALKBUILT OR APPROVED EQUAL), WITH CLEAR ACOUSTICAL CAULK. WALLS ABOVE TO BE FULL HEIGHT AND INSULATED WHERE APPLICABLE. 08.12 COMMERCIAL SLIDING RECEPTION/SERVICE WINDOW, (A CUTTING EDGE OR APPROVED EQUAL). 10. SPECIALTIES 10.04 MIRROR, FRAMELESS MIRROR SHALL BE RECESSED TO BE FLUSH WITH WALL TILE. MIRRORS LOCATED ABOVE LAVATORIES, SINKS OR COUNTERS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FLOOR. ANSI 603.3. 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. 11. EQUIPMENT 11.01 PROVIDE POWER AND DATA FOR WALL MOUNTED TV. EQUIPMENT PROVIDED BY TENANT. CONTRACTOR SHALL ENSURE THAT WALL IS EQUIPPED WITH BACKING TO SUPPORT TV AND MOUNTING BRACKET. COORDINATE HEIGHT WITH OWNER. 11.12 DASHED LINES REPRESENTS OWNER PROVIDED FURNITURE OR EQUIPMENT, VERIFY SIZE REQUIREMENTS W/ EQUIPMENT PROVIDER. 11.19 FIREPLACE, SEE PLUMBING AND MECHANICAL DRAWINGS. VERIFY WITH MFR. FOR WALL THICKNESS AND MOUNTING HEIGHTS. 22. PLUMBING 22.06 PRIMARY AND OVERFLOW ROOF DRAIN ASSEMBLY. SEE ROOF PLAN AND MECHANICAL DRAWINGS FOR LOCATIONS AND DETAILS. ROOF DRAINS LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS, SEE PLUMBING DRAWINGS. 22.09 ROOF DRAIN LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS. SEE PLUMBING DRAWINGS AND TENANT IMPROVEMENTS. 22.20 DRINKING FOUNTAIN, (ELKAY) HIGH LOW WITH BOTTLE FILLER, SEE PLUMBING DRAWINGS. 23. HVAC 23.03 MECHANICAL SHAFT, SEE MECHANICAL. 23.04 MECHANICAL EQUIPMENT, SEE MECHANICAL. 23.06 RADIANT TUBE HEATER SEE MECHANICAL DRAWINGS 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.08 BASE AS SCHEDULE. 09.10 DASHED LINE REPRESENTS TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE. LINE PAINTED PNT-2. WALL BELOW LINE PAINTED FIELD COLOR / ACCENT COLORS, SEE FINSH PLAN. 09.12 ACCENT TILE, SEE FINISH PLAN. 09.23 PROVIDE 7/16" OR 1-3/16" "SCHIENE-STEP" EDGE TRANSITION. FIELD VERIFY CONDITION FOR SIZE. (SCHLUTER OR APPROVED EQUAL) GC. TO PROVIDE PHYSICAL SAMPLES FOR ALTERNATE EDGE CONDITION. 09.26 FINISH FLOOR, SEE FINISH PLAN; OVER 1 1/2" GYPCRETE OVER FLOOR DECKING. 09.30 SUSPENDED CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). SEE LEGEND. 1 A3.1 1 A3.1 2 A3.1 2 A3.1 A4.3 3 F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" DECK BEARING 140'-10" ABCDE FG 3 A3.1 3 A3.1 5 A4.1 10'-0" A4.3 1 04.11 14.12 14.13 14.01 14.06 04.12 26.08 10.25 14.06 14.13 14.12 14.12 14.04 14.04 10'-0" 22.03 08.06 07.30 05.01 WAITING 104 VESTIBULE 103EVENT CENTER 136 ENTRANCE LOBBY 102 LOUNGE 201 STORAGE / JAN. 314 ELEVATOR LOBBY 301 OFFICE 307 IT / COPY / PRINT WORK 304 EVENT FAMILY 204 OFFICE 308 HALLWAY 303 105 308 103A134 314 307 103B 204 A4.3 2 DECK BEARING 126'-2" DECK BEARING 126'-0" DECK BEARING 125'-8" DECK BEARING 125'-6" 07.03 07.01 11.19 03.02 08.02 F.9 F.8 14.05 07.27 07.26 26.12 23.04 07.23 09.10 10.25 09.03 09.10 11'-0"07.20 26.07 1 A3.1 1 A3.1 2 A3.1 2 A3.1 A4.4 2 F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" DECK BEARING 140'-10" A B C D E F G 3 A3.1 5 A4.1A4.4 1 5'-2"4'-7"A4.4 4 07.21 07.31 140'-0" 26.14 26.14 04.11 04.11 04.09 04.07 04.21 DECK BEARING 140'-3 1/2" 37'-0" UNISEX R.R. W/ SHOWER 117 ADL PANTRY 119 CONSTRUCTION / CRAFT ZONE 115 GYM 122 SENSORY RM. 120 STAIR 114 SPEECH 12 219SPEECH 9 225 OT /PT TREATMENT 218 STAIRS 224 MEZZANINE 212 STAIR 332 BKR 320 211218B225A219A 125 201 HALLWAY 235 320 319303B 102 HALLWAY 331 UNISEX R.R. 327 COPY, PRINT 329 212 F.9 A.3 A5.5 1 3'-0"F.F. Level 1 100'-0" F.F. Level 1 100'-0" F.F. Level 2 113'-5" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" F.F. LEVEL 3 126'-10" C D E 3 A3.1 3 A3.1 A4.2 3 7" A4.2 4 1'-8" STRUCTURAL LVL 24" O.C. 26'-0"1'-8"22.06 22.09 09.05 06.11 09.06 09.26 STOR. 221 CONSTRUCTION / CRAFT ZONE 220 OUTDOOR PATIO 325 ADL KITCHEN 118 328B 326B 324B 221 07.17 05.07 05.02 05.18 09.30 32.15 05.18 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:31:53 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 BUILDING SECTIONS A3.2 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION scale: 1/8" = 1'-0"A3.2 1 BUILDING SECTION LOOKING WEST scale: 1/8" = 1'-0"A3.2 2 BUILDING SECTION LOOKING EAST scale: 1/8" = 1'-0"A3.2 3 BUILDING SECTION @ PATIO LOOKING EAST REFERENCE NOTES: 03. CONCRETE 03.02 CONCRETE SLAB ON GRADE OVER GRANULAR FILL OVER 15 MIL. VAPOR BARRIER, SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR EXPANSION AND CONTROL JOINTS. 04. MASONRY 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.09 12" MASONRY BELOW 8" MASONRY, SEE STRUCTURAL DRAWINGS. SEE WALL SECTIONS. 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.21 MASONRY WALL TO STOP HERE FOR ROOF JOIST BEARING. CUT POCKET, VERIFY WITH STRUCTURAL DRAWINGS. 26. ELECTRICAL 26.07 SUSPENDED LIGHT FIXTURE, SEE ELECTRICAL. 26.08 DECORATIVE PENDENT LIGHT FIXTURE, SEE ELECTRICAL. 26.12 WALL MOUNTED SECURITY LIGHTING, SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS. 26.14 SURFACE MOUNTED LIGHT FIXTURE, COORDINATE POWER LINES THROUGH MASONRY SEE ELECTRICAL. 05. METALS 05.01 STEEL COLUMN, PAINTED WHERE EXPOSED. SEE STRUCTURAL DRAWINGS. 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.07 METAL STUD FRAMING, SEE WALL LEGEND. VERIFY WITH STRUCTURAL DRAWINGS. 05.18 42" HIGH, 1/2" WET GLAZED GUARDRAIL SYSTEM, TEMPERED, (05 7310 CLR GRS OR APPROVED EQUAL). FINISH DARK BRONZE. NO TOP CAP, EASED & POLISHED EDGES. SEE DETAILS 1,2/A5.7. 07. THERMAL & MOISTURE PROTECTION 07.01 WHITE 60 MIL. SINGLE PLY MEMBRANE (SEE SPECS) OVER 6" POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING (SEE STRUCTURAL DRAWINGS). WITH A MINIMUM FIFTEEN (15) YEAR MANUFACTURERâ€™S WARRANTY, MECHANICALLY FASTENED. MINIMUM SLOPE OF 1/4" PER FOOT, SEE SPECS. 07.03 HATCH INDICATES TAPERED INSULATION BOARD AS REQUIRED TO DIRECT WATER TO ROOF DRAINS. INSULATION SLOPE TO BE 1/4" PER FOOT. 07.17 R-38 FOIL FACED BATT INSULATION UNDER PATIO DECKING. 07.20 R-36 CLOSED CELL SPRAY FOAM (2 LBS/PER CUBIC FT). 07.21 2.6" HUNTER Xci PLY 5/8", (HUNTER BOARD OR APPROVED EQUAL). (R-12) MECHANICALLY FASTEND TO MASONRY PER MFR. REQUIREMENTS. 07.23 ACOUSTICAL BATT FOR SOUND ABSORPTION. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED VAPOR BARRIER), SEE ELEVATIONS AND WALL SECTIONS. 07.27 PROVIDE BOTTOM DRAINAGE TRACK AT E.I.F.S. 07.30 METAL SIDING, "VESTA" PLANK VARIEGATES, (QUALITY EDGE OR APPROVED EQUAL). 07.31 METAL SIDING, (MBCI OR APPROVED EQUAL): HORIZONTAL REVERSE ROLLED 7.2 RIBBED WALL PANEL EXPOSED FASTENER, OVER HIGH TEMP. VAPOR BARRIER; SEE ELEVATION FOR COLOR. 08. OPENINGS 08.02 FIRE-FRAMES HEAT BARRIER STOREFRONT SYSTEM WITH DOOR, (TGP OR APPROVED EQUAL) 1hr (60MIN.) ASSEMBLY MEETS ASTM E119 OR UL 263 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 06. WOODS & PLASTICS 06.11 WOOD JOIST, PAINTED WHERE EXPOSED UNLESS NOTED OTHERWISE, SEE RCP FINISHES, SEE STRUCTURAL DRAWINGS FOR SIZE AND DETAILS. 10. SPECIALTIES 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. 11. EQUIPMENT 11.19 FIREPLACE, SEE PLUMBING AND MECHANICAL DRAWINGS. VERIFY WITH MFR. FOR WALL THICKNESS AND MOUNTING HEIGHTS. 22. PLUMBING 22.03 FLOOR MOUNTED JANITOR SERVICE SINK. WET WALLS ARE TO HAVE TILE WAINSCOTING 4'-0" A.F.F. REFER TO PLUMBING DRAWINGS. 22.06 PRIMARY AND OVERFLOW ROOF DRAIN ASSEMBLY. SEE ROOF PLAN AND MECHANICAL DRAWINGS FOR LOCATIONS AND DETAILS. ROOF DRAINS LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS, SEE PLUMBING DRAWINGS. 22.09 ROOF DRAIN LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS. SEE PLUMBING DRAWINGS AND TENANT IMPROVEMENTS. 23. HVAC 23.04 MECHANICAL EQUIPMENT, SEE MECHANICAL. 09. FINISHES 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.05 SUSPENDED 5/8" GYP. BD. CEILING, PAINTED SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.10 DASHED LINE REPRESENTS TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE. LINE PAINTED PNT-2. WALL BELOW LINE PAINTED FIELD COLOR / ACCENT COLORS, SEE FINSH PLAN. 09.26 FINISH FLOOR, SEE FINISH PLAN; OVER 1 1/2" GYPCRETE OVER FLOOR DECKING. 09.30 SUSPENDED CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). SEE LEGEND. 14. CONVEYING EQUIPMENT 14.01 ELEVATOR, 3100 MRL 3000 lb. FRONT LEFT OPENING, WITH KEY CARD ACCESS. (SCHINDLER OR APPROVED EQUAL). 14.04 DASHED LINE REPRESENTS RUFF OPENING COORDINATE WITH MANUFACTURE ON EXACT LOCATION (SCHINDLER OR APPROVED EQUAL). 14.05 ELEVATOR "DOG HOUSE' WRAPPED IN ROOF MEMBRANE, SEE ENLARGED PLANS. 14.06 STAINLESS STEEL SIGN TO SAY, "IN CASE OF FIRE, ELEVATORS ARE OUT OF SERVICE, USE STAIRS." 14.12 STAINLESS STEEL ELEVATOR CALL BUTTON WITH KEY-CARD ACCESS. VERIFY REQUIREMENTS WITH ELEVATOR MANUFACTURER. 14.13 ELEVATOR LEVEL INDICATOR LANTERN. 32. EXTERIOR IMPROVMENTS 32.15 CATCH BASIN, SEE PLUMBING AND CIVIL DRAWINGS. F.F. Level 1 100'-0" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10"1'-6"1'-0"6'-10"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 HONED1'-4"ON SLOPEDECK BEARING130'-0" 1.3 T.O.WALL A8.1 11 07.03 07.01 09.03 05.08 07.18 08.16 05.07 32.01 03.126"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"HONED1'-4"ON SLOPEDECK BEARING07.22 03.09 31.02 31.01 04.07 07.18 05.07 09.08 T.O.WALL 03.05 03.02 07.06 07.01 07.03 05.08 A8.1 11 10.22 GYM 122 4.5 ON SLOPEDECK BEARINGHONED1'-4"BELOW DECK BEARINGINSULATION 3'-0"07.01 07.50 A8.1 10 A8.1 10 05.08 05.28 04.07 11.01 8'-0"04.07 HONED BLOCK16'-8"03.05 09.08 09.04 05.07 10.22 07.18 04.11 GYM 122 EVENT CENTER 136 130'-0" T.O.WALL DECK BEARING ON SLOPE 26.25 F.F. Level 1 100'-0" B.O. FOOTING 97'-0" 7.2 08.10 07.48 07.28 07.19 09.03 07.01 07.12 07.28 07.06 05.02 07.22 03.03 03.09 03.13 31.01 03.05 03.02 9'-4"A8.1 11 EVENT CENTER 136 OUTDOOR PATIO 140 120'-0" T.O.WALL DECK BEARING ON SLOPE ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS © 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WALL SECTIONS A4.1 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: # DATE DESCRIPTION 1 04.19.2023 Addendum scale: 1/2" = 1'-0"A4.1 1 WALL SECTION scale: 1/2" = 1'-0"A4.1 2 WALL SECTION scale: 1/2" = 1'-0"A4.1 3 WALL SECTION scale: 1/2" = 1'-0"A4.1 4 WALL SECTION scale: 1/2" = 1'-0"A4.1 5 WALL SECTION scale: 1/2" = 1'-0"A4.1 6 WALL SECTION 26. ELECTRICAL 26.03 2' X 4' LED TROFFER, SEE ELECTRICAL. 26.25 COORDINATE POWER LINES THROUGH MASONRY SEE ELECTRICAL. 05. METALS 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.04 STRUCTURAL SUPPORT, SEE STRUCTURAL DRAWINGS. 05.07 METAL STUD FRAMING, SEE WALL LEGEND. VERIFY WITH STRUCTURAL DRAWINGS. 05.08 METAL DECKING, SEE STRUCTURAL DRAWINGS 05.28 ROOF ACCESS LADDER. SEE DETAILS 3,4,5/A8.3 PAINTED TO MATCH BUILDING. 07. THERMAL & MOISTURE PROTECTION 07.01 WHITE 60 MIL. SINGLE PLY MEMBRANE (SEE SPECS) OVER 6" POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING (SEE STRUCTURAL DRAWINGS). WITH A MINIMUM FIFTEEN (15) YEAR MANUFACTURERâ€™S WARRANTY, MECHANICALLY FASTENED. MINIMUM SLOPE OF 1/4" PER FOOT, SEE SPECS. 07.03 HATCH INDICATES TAPERED INSULATION BOARD AS REQUIRED TO DIRECT WATER TO ROOF DRAINS. INSULATION SLOPE TO BE 1/4" PER FOOT. 07.04 DASHED LINE REPRESENTS CONTINUOUS FLUID APPLIED AIR BARRIER OVER SHEATHING. NFPA-285 TESTED AND APPROVED. ALL MATERIALS IN THE AIR BARRIER SHALL COMPLY WITH IECC C402.5.1.2.1. ALL PENETRATIONS AND JOINTS IN THESE MATERIALS WILL BE SEALED. (CCW BARRISEAL "S" OR APPROVED EQUAL). SEE SPECS. 07.05 DASHED LINE REPRESENTS CONTINUOUS HIGH TEMP FLEXIBLE MEMBRANE PEAL-&-STICK FLASHING, CCW-705HT CARLISLE OR APPROVED EQUAL. 07.06 FACTORY PAINTED PARAPET CAP/FLASHING AND CONTINUOUS METAL COPING WITH DRIP FLASHING AND HOLD DOWN CLIPS BOTH SIDES,(PERMASNAP OR APPROVED EQUAL) SEE ELEVATION AND LEGEND FOR COLOR. 07.07 FACTORY PAINTED CONTINUOUS BREAK MTL. FLASHING, SEE ELEVATION LEGEND FOR COLOR. 07.08 CONTINUOUS BREAK METAL FASCIA WRAPED TO SOFFIT, 22 GA. SEE FINISH LEGEND FOR COLOR. 2 RIBBED SEE DETAILS. 07.10 SOFFIT L12 WITH BEADS ARTISAN SERIES PANEL. BEADS ARE TO BE 4" APART, GAUGE IS TO BE (22GA.) WITH A EMBOSSED FINISH, MBCI, OR APPROVED EQUAL. PANEL ATTACHMENT WILL BE CONCEALED FASTENING SYSTEM, COLOR TO MATCH CANOPY. INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 07.12 EXTEND SINGLE PLY MEMBRANE UP PARAPET WALL, UNDER PARAPET CAP AND DOWN FRONT FACE OF WALL 1" MIN., TYPICAL. 07.15 ROOF MEMBRANE EXTENDED UP KICKER AND UP PARAPET WALL, SEE WALL SECTIONS. 07.18 R-19 FOIL FACED BATT INSULATION IN STUD WALL CAVITY. 07.19 R-13 BATT INSULATION IN 3-5/8" METAL STUD WALL CAVITY. 07.20 R-36 CLOSED CELL SPRAY FOAM (2 LBS/PER CUBIC FT). 07.22 2" CONTINUOUS RIGID POLYISOCYANURATE INSULATION BOARD AT FOUNDATION WALLS, TO BOTTOM OF FOOTING. R-12 MIN., TYP., SEE SPECS. 07.24 EIFS HEADER, SEE WALL SECTION AND DETAILS. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED VAPOR BARRIER), SEE ELEVATIONS AND WALL SECTIONS. 07.27 PROVIDE BOTTOM DRAINAGE TRACK AT E.I.F.S. 07.28 EIFS OVER 1-1/2" RIGID INSULATION BOARD ONVER MASONRY, SEE ELEVATIONS LEGEND AND WALL SECTIONS. 07.29 TRIM, COLOR TO MATCH SIDING. 07.30 METAL SIDING, "VESTA" PLANK VARIEGATES, (QUALITY EDGE OR APPROVED EQUAL). 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.37 PROVIDE 3" RIGID POLYISOCYANURATE INSULATION BOARD BETWEEN ALL JOIST AROUND PERIMETER, SEAL WITH CLOSED CELL FOAM. 07.48 EIFS OVER 3/4" RIGID INSULATION OVER CMU. SEE ELEVATIONS FOR COLORS. 07.50 COUNTER FLASHING AND ROOF MEMBRANE TERMINATION BAR TO MATCH PERIMETER PARAPET HEIGHT, COLOR TO MATCH MASONRY. 07.51 FACTORY PAINTED CONTINUOUS BREAK MTL. FLASHING, COLOR TO MATCH STORFRONT. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.03 SHIM WINDOWS AS REQ'D AT HEAD WITH CONT. CAULK AND BACKER ROD 08.04 BOTTOM TRACK TO BE INSTALLED IN A CONTINUOUS FULL BED OF SEALANT. 08.10 SLIDING WALL SYSTEM WITH LOW PROFILE SADDLE SILL AND UNIVER SILL. HSW60 AND ENCLOSURE STACKING AREA 3 (NANAWALL SYSTEMS OR APPROVED EQUAL). ALTERNATES INCLUDE, "AVANTI SYSTEMS", CR LAURENCE, KAWNEER. 08.16 OVERHEAD DOOR ALUMINUM GLASS DOOR MODEL 521, W ITH HIGH LIFT TRACK. FRAME COLOR TO MATCH STOREFRONT COLOR DARK BRONZE, (OVERHEAD DOOR COMPANY OR APPROVED EQUAL). 06. WOODS & PLASTICS 06.01 SHEATHING, REFER TO STRUCTURAL DRAWINGS. 06.04 TREATED BOTTOM PLATE OVER FOAM SILL SEALER AT EXTERIOR WALL FRAMING, TYP. SEE STRUCTURAL FOR ANCHORAGE 06.05 2X4 WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS. 06.07 2X6 WOOD STUD WALL WITH R-19 BATT INSULATION INSIDE STUD CAVITY. 06.08 2X8 WOOD STUD WALL WITH R-19 BATT INSULATION INSIDE STUD CAVITY. 06.11 WOOD JOIST, PAINTED WHERE EXPOSED UNLESS NOTED OTHERWISE, SEE RCP FINISHES, SEE STRUCTURAL DRAWINGS FOR SIZE AND DETAILS. 06.13 RIM JOIST SEE STRUCTURAL. 11. EQUIPMENT 11.01 PROVIDE POWER AND DATA FOR WALL MOUNTED TV. EQUIPMENT PROVIDED BY TENANT. CONTRACTOR SHALL ENSURE THAT WALL IS EQUIPPED WITH BACKING TO SUPPORT TV AND MOUNTING BRACKET. COORDINATE HEIGHT WITH OWNER. 11.03 PROVIDE MOTORIZED ROLLER SHADE WINDOW COVERING. CONTROLS TO BE LOCATED AT RECEPTION DESK. MANUFACTURER: MARIAK, WITH POLYSCREEN VISION FABRIC-VISION 550-A FR-5% - COLOR LINEN 0-004-10-00398, BLACK FACING TOWARDS OUTSIDE TYP., SEE DETAILS ON SHEET A2.5 11.04 AT ALL EXTERIOR WINDOWS PROVIDE BUILDING STANDARD MANUAL ROLLER SHADE WINDOW COVERING, MANUFACTURER: COLTON INC., PLATINUM CLUTCH, 3000 NET SOLAR SCREEN FABRIC, FR-3% - COLOR N001 WHITE AND BLACK, BLACK FACING TOWARDS OUTSIDE TYP., SEE DETAILS ON SHEET A2.5 22. PLUMBING 22.04 LANDSCAPE IRRIGATION DRAINAGE, SEE LANDSCAPE AND CIVIL PLAN. 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.04 GYP. BD. SOFFIT, PAINTED SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.08 BASE AS SCHEDULE. 09.19 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. 09.26 FINISH FLOOR, SEE FINISH PLAN; OVER 1 1/2" GYPCRETE OVER FLOOR DECKING. 31. EARTHWORK 31.01 VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 31.02 EARTH WORK AND LANDSCAPING, MINIMUM DISTANCE FROM TOP OF WALL IS 6" WITH GRADE SLOPING AWAY FROM BUILDING TYP. SEE CIVIL AND STRUCTURAL DRAWINGS 03. CONCRETE 03.02 CONCRETE SLAB ON GRADE OVER GRANULAR FILL OVER 15 MIL. VAPOR BARRIER, SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR EXPANSION AND CONTROL JOINTS. 03.03 HATCH REPRESENTS THICKENED SLAB. AREA OF FOUNDATION WALL THAT IS LOWERED TO ALLOW SLAB TO RUN OVER TOP, SEE STRUCTURAL DETAILS. 03.05 FOOTING & FOUNDATION, SEE STRUCTURAL FOR CONCRETE TYPE AND REINFORCING. VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 03.08 EXPOSED CONCRETE FOUNDATION, FINISH TO BE NATURAL AND SEALED. 03.09 DAMP PROOFING ON OUTSIDE FACE OF FOUNDATION WALLS TYPICAL, SEE SPECS. 03.10 PRE-CAST CONCRETE SILL WITH DRIP CHANNEL. 03.12 CONCRETE BENCH WITH EXTERIOR LED STIPE LIGHTING, MODEL LE.03 (STREETSCAPES OR APPROVED EQUAL), ALTERNATE: CAST-IN-PLACE. 03.13 PROVIDE LEVEL LANDING AT EXTERIOR OF ALL EXTERIOR DOORS WITH A MAX. SLOPE OF 2% AWAY FROM THE BUILDING. 03.16 CHAMFER CONCRETE EDGE. TYPICAL WHERE EXPOSED, SEE STRUCTURAL DRAWINGS. 04. MASONRY 04.01 WEEP MASONRY WITH CELLULAR VENT EVERY 16"-24" O.C. COLOR TO MATCH MORTAR. 04.02 SOLID GROUT BEHIND BASE MASONRY, SLOPE TOP OF GROUT TO WEEP ABOVE BASE MASONRY, FOLLOW MANUFACTURER RECOMMENDATIONS. 04.03 MORTAR DROP CONTROL SCREEN FOR MOISTURE CONTROL. 04.04 1" MIN. AIR GAP BEHIND MASONRY VENEER. 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.10 4" MASONRY, SEE WALL SECTIONS. SEE FINISH LEGEND FOR COLOR AND FINISH. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. WITH 1" AIR GAP OVER (LIQUID-APPLIED VAPOR BARRIER). 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.22 6" MASONRY, SEE WALL SECTIONS. SEE FINISH LEGEND FOR COLOR AND FINISH. 32. EXTERIOR IMPROVMENTS 32.01 THIS HATCH INDICATES LANDSCAPE AREA, SEE LANDSCAPE PLAN FOR DETAILS AND IRRIGATION OF SITE TRENCH DRAINS. REFERENCE NOTES: 10. SPECIALTIES 10.22 SEMI-RECESSED, 4" MAX EXTRUSION INTO WALKING PATH, STAINLESS STEEL FIRE EXTINGUISHER CABINET WITH EXTINGUISHERS COMPLYING WITH NFPA STANDARD #10. AND BE A MINIMUM SIZE OF 2A10B:C. 1 1 1 1 1 Keynote Legend Copy 1 Key Value Keynote Text 03.02 CONCRETE SLAB ON GRADE OVER GRANULAR FILL OVER 15 MIL. STRUCTURAL DRAWINGS FOR CONCRETE FLOOR EXPANSION AN 03.03 HATCH REPRESENTS THICKENED SLAB. AREA OF FOUNDATION W ALLOW SLAB TO RUN OVER TOP, SEE STRUCTURAL DETAILS. 03.05 FOOTING & FOUNDATION, SEE STRUCTURAL FOR CONCRETE TYP WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL 03.08 EXPOSED CONCRETE FOUNDATION, FINISH TO BE NATURAL AND 03.09 DAMP PROOFING ON OUTSIDE FACE OF FOUNDATION WALLS TYP 03.10 PRE-CAST CONCRETE SILL WITH DRIP CHANNEL. 03.12 CONCRETE BENCH WITH EXTERIOR LED STIPE LIGHTING, MODEL APPROVED EQUAL), ALTERNATE: CAST-IN-PLACE. 03.13 PROVIDE LEVEL LANDING AT EXTERIOR OF ALL EXTERIOR DOORS AWAY FROM THE BUILDING. 03.16 CHAMFER CONCRETE EDGE. TYPICAL WHERE EXPOSED, SEE STR 04.01 WEEP MASONRY WITH CELLULAR VENT EVERY 16"-24" O.C. COLOR 04.02 SOLID GROUT BEHIND BASE MASONRY, SLOPE TOP OF GROUT TO FOLLOW MANUFACTURER RECOMMENDATIONS. 04.03 MORTAR DROP CONTROL SCREEN FOR MOISTURE CONTROL. 04.04 1" MIN. AIR GAP BEHIND MASONRY VENEER. 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO COLOR. 04.10 4" MASONRY, SEE WALL SECTIONS. SEE FINISH LEGEND FOR COL SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLO OVER (LIQUID-APPLIED VAPOR BARRIER). 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EX GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.22 6" MASONRY, SEE WALL SECTIONS. SEE FINISH LEGEND FOR COL 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND DRAWINGS. 05.04 STRUCTURAL SUPPORT, SEE STRUCTURAL DRAWINGS. 05.07 METAL STUD FRAMING, SEE WALL LEGEND. VERIFY WITH STRUCT 05.08 METAL DECKING, SEE STRUCTURAL DRAWINGS 05.28 ROOF ACCESS LADDER. SEE DETAILS 3,4,5/A8.3 PAINTED TO MATC 06.01 SHEATHING, REFER TO STRUCTURAL DRAWINGS. 06.04 TREATED BOTTOM PLATE OVER FOAM SILL SEALER AT EXTERIOR STRUCTURAL FOR ANCHORAGE 06.05 2X4 WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS. 06.07 2X6 WOOD STUD WALL WITH R-19 BATT INSULATION INSIDE STUD 06.08 2X8 WOOD STUD WALL WITH R-19 BATT INSULATION INSIDE STUD 06.11 WOOD JOIST, PAINTED WHERE EXPOSED UNLESS NOTED OTHERW STRUCTURAL DRAWINGS FOR SIZE AND DETAILS. 06.13 RIM JOIST SEE STRUCTURAL. 07.01 WHITE 60 MIL. SINGLE PLY MEMBRANE (SEE SPECS) OVER 6" POLY LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING (SE WITH A MINIMUM FIFTEEN (15) YEAR MANUFACTURERâ€™S WARR FASTENED. MINIMUM SLOPE OF 1/4" PER FOOT, SEE SPECS. 07.03 HATCH INDICATES TAPERED INSULATION BOARD AS REQUIRED TO DRAINS. INSULATION SLOPE TO BE 1/4" PER FOOT. 07.04 DASHED LINE REPRESENTS CONTINUOUS FLUID APPLIED AIR BAR NFPA-285 TESTED AND APPROVED. ALL MATERIALS IN THE AIR BA IECC C402.5.1.2.1. ALL PENETRATIONS AND JOINTS IN THESE MATE BARRISEAL "S" OR APPROVED EQUAL). SEE SPECS. 07.05 DASHED LINE REPRESENTS CONTINUOUS HIGH TEMP FLEXIBLE M FLASHING, CCW-705HT CARLISLE OR APPROVED EQUAL. 07.06 FACTORY PAINTED PARAPET CAP/FLASHING AND CONTINUOUS M FLASHING AND HOLD DOWN CLIPS BOTH SIDES,(PERMASNAP OR ELEVATION AND LEGEND FOR COLOR. 07.07 FACTORY PAINTED CONTINUOUS BREAK MTL. FLASHING, SEE ELE 07.08 CONTINUOUS BREAK METAL FASCIA WRAPED TO SOFFIT, 22 GA. S COLOR. 2 RIBBED SEE DETAILS. 07.10 SOFFIT L12 WITH BEADS ARTISAN SERIES PANEL. BEADS ARE TO (22GA.) WITH A EMBOSSED FINISH, MBCI, OR APPROVED EQUAL. P CONCEALED FASTENING SYSTEM, COLOR TO MATCH CANOPY. INS MANUFACTURER'S RECOMMENDATIONS. 07.12 EXTEND SINGLE PLY MEMBRANE UP PARAPET WALL, UNDER PARA FACE OF WALL 1" MIN., TYPICAL. 07.15 ROOF MEMBRANE EXTENDED UP KICKER AND UP PARAPET WALL 07.18 R-19 FOIL FACED BATT INSULATION IN STUD WALL CAVITY. 07.19 R-13 BATT INSULATION IN 3-5/8" METAL STUD WALL CAVITY. 07.20 R-36 CLOSED CELL SPRAY FOAM (2 LBS/PER CUBIC FT). 07.22 2" CONTINUOUS RIGID POLYISOCYANURATE INSULATION BOARD A BOTTOM OF FOOTING. R-12 MIN., TYP., SEE SPECS. 07.24 EIFS HEADER, SEE WALL SECTION AND DETAILS. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED ELEVATIONS AND WALL SECTIONS. 07.27 PROVIDE BOTTOM DRAINAGE TRACK AT E.I.F.S. 07.28 EIFS OVER 1-1/2" RIGID INSULATION BOARD ONVER MASONRY, SE WALL SECTIONS. 07.29 TRIM, COLOR TO MATCH SIDING. 07.30 METAL SIDING, "VESTA" PLANK VARIEGATES, (QUALITY EDGE OR A 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.37 PROVIDE 3" RIGID POLYISOCYANURATE INSULATION BOARD BETW PERIMETER, SEAL WITH CLOSED CELL FOAM. 07.48 EIFS OVER 3/4" RIGID INSULATION OVER CMU. SEE ELEVATIONS F 07.50 COUNTER FLASHING AND ROOF MEMBRANE TERMINATION BAR TO HEIGHT, COLOR TO MATCH MASONRY. 07.51 FACTORY PAINTED CONTINUOUS BREAK MTL. FLASHING, COLOR 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR AP FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE W PER MANUFACTURER'S RECOMMENDATIONS. 08.03 SHIM WINDOWS AS REQ'D AT HEAD WITH CONT. CAULK AND BACK 08.04 BOTTOM TRACK TO BE INSTALLED IN A CONTINUOUS FULL BED O 08.10 SLIDING WALL SYSTEM WITH LOW PROFILE SADDLE SILL AND UNI ENCLOSURE STACKING AREA 3 (NANAWALL SYSTEMS OR APPROV INCLUDE, "AVANTI SYSTEMS", CR LAURENCE, KAWNEER. 08.16 OVERHEAD DOOR ALUMINUM GLASS DOOR MODEL 521, WITH HIG TO MATCH STOREFRONT COLOR DARK BRONZE, (OVERHEAD DOO EQUAL). 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETU PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQ SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.04 GYP. BD. SOFFIT, PAINTED SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APP 09.08 BASE AS SCHEDULE. 09.19 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETU 09.26 FINISH FLOOR, SEE FINISH PLAN; OVER 1 1/2" GYPCRETE OVER FL 10.22 SEMI-RECESSED, 4" MAX EXTRUSION INTO WALKING PATH, STAIN EXTINGUISHER CABINET WITH EXTINGUISHERS COMPLYING WITH A MINIMUM SIZE OF 2A10B:C. 11.01 PROVIDE POWER AND DATA FOR WALL MOUNTED TV. EQUIPMENT CONTRACTOR SHALL ENSURE THAT WALL IS EQUIPPED WITH BAC MOUNTING BRACKET. COORDINATE HEIGHT WITH OWNER. 11.03 PROVIDE MOTORIZED ROLLER SHADE WINDOW COVERING. CONT RECEPTION DESK. MANUFACTURER: MARIAK, WITH POLYSCREEN FR-5% - COLOR LINEN 0-004-10-00398, BLACK FACING TOWARDS O SHEET A2.5 11.04 AT ALL EXTERIOR WINDOWS PROVIDE BUILDING STANDARD MANU COVERING, MANUFACTURER: COLTON INC., PLATINUM CLUTCH, 3 FABRIC, FR-3% - COLOR N001 WHITE AND BLACK, BLACK FACING T DETAILS ON SHEET A2.5 22.04 LANDSCAPE IRRIGATION DRAINAGE, SEE LANDSCAPE AND CIVIL P 26.03 2' X 4' LED TROFFER, SEE ELECTRICAL. 26.25 COORDINATE POWER LINES THROUGH MASONRY SEE ELECTRICA 31.01 VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEER 31.02 EARTH WORK AND LANDSCAPING, MINIMUM DISTANCE FROM TOP SLOPING AWAY FROM BUILDING TYP. SEE CIVIL AND STRUCTURAL 32.01 THIS HATCH INDICATES LANDSCAPE AREA, SEE LANDSCAPE PLAN OF SITE TRENCH DRAINS. F.F. Level 1 100'-0" F.F. Level 2 113'-5" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" 7 146'-0"2'-11"5'-2"1'-11"03.13 03.09 31.01 07.226'-10"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 09.06MIN.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"09.023'-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 BELOW F.F.PAVER1"2'-11"5'-2"1'-11"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 PAINT LINE11'-6"PAINT LINE11'-0"09.10 5'-0"3'-0"12.06 2'-10"09.13 12.04 09.30 26.06 09.26 09.08 11.27 4"1'-2 1/4"1'-6"1'-6"1'-6"1'-6"22.20 110'-0" 07.37 26.06 04.19 05.18 05.11 09.06 07.26 07.01 07.08 07.10 07.24 08.03 08.01 07.07 06.07 07.30 09.03 07.04 12.04 06.01 26.09 06.05 06.13 06.01 26.09 08.03 09.03 09.16 06.0409.26 07.20 07.06 07.12 07.15 16'-8"1'-0"1'-6"9"3" 1 1/2" 1 1/2" 06.13 06.11 06.11 07.22 03.09 03.1303.02 03.05 31.01 07.45 07.07 1.3 07.18 09.03 06.07 07.37 A5.7 2 1'-6"A8.1 12 A2.5 17 A2.5 4 3'-7" 4"9'-9 1/2" 11'-1"09.05 05.02 22.09 SOFFIT 2'-6"A2.5 15 SIM. C 31.02 03.09 8"06.0403.08 07.39 07.30 07.07 07.27 07.04 06.01 A8.1 3 05.18 07.08 7"3" 06.05 07.40 A5.7 1 07.37 09.26 06.11 09.03 06.07 06.01 09.22 09.06 04.19 07.17 07.26 07.04 06.13 31.01 07.223'-6"3'-0"OUTDOOR PATIO 325 STOR. 221 ADL KITCHEN 118 F.F. Level 2 113'-5" F.F. LEVEL 3 126'-10" E 1/2" 03.09 03.05 07.22 8"1'-6"06.04 116'-7" 07.27 07.07 22.09 125'-3" 32.15 A5.7 1 3'-6"3'-0"22.09 06.07 03.08 T.O.WALL SOFFIT 07.30 05.07 07.04 06.01 06.05 06.01 06.07 07.26 05.18 OUTDOOR PATIO 325 A8.1 3 MIRR. 06.04 06.33 F.F. Level 1 100'-0" B.O. FOOTING 97'-0"HONED1'-4"ON SLOPEDECK BEARING07.32 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" 26.221'-6"25'-4"5° FACE OF SHEATHING 3'-1 1/2" FACE OF SHEATHING 9"MIRR. 06.20 09.03 03.09 06.13 04.15 GYM 122 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:32:42 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WALL SECTIONS A4.2 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: # DATE DESCRIPTION 1 04.19.2023 Addendum 26. ELECTRICAL 26.06 SUSPENDED LINEAR LIGHT FIXTURE, SEE ELECTRICAL. 26.08 DECORATIVE PENDENT LIGHT FIXTURE, SEE ELECTRICAL. 26.09 WALL-MOUNTED FIXTURE, SEE ELECTRICAL. 26.13 PROVIDE WALL MOUNTED UP/DOWN LIGHT FIXTURE. SEE ELECTRICAL. 26.22 VERIFY WITH LIGHT MANUFACTURE COVER PLATE/CASING WILL COVER STRUCTURAL CONECTION. 05. METALS 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.07 METAL STUD FRAMING, SEE WALL LEGEND. VERIFY WITH STRUCTURAL DRAWINGS. 05.11 STEEL HANDRAIL WALL MOUNTED. 1 1/2" O.D. PAINTED, HIGH GLOSS. 36" ABOVE FINISH FLOOR AND TREAD NOSING. SUPPORT BY MFR. STANDARD BRACKETS. PROVIDE SOLID BLOCKING IN WALLS AS REQUIRED. 05.18 42" HIGH, 1/2" WET GLAZED GUARDRAIL SYSTEM, TEMPERED, (05 7310 CLR GRS OR APPROVED EQUAL). FINISH DARK BRONZE. NO TOP CAP, EASED & POLISHED EDGES. SEE DETAILS 1,2/A5.7. 07. THERMAL & MOISTURE PROTECTION 07.01 WHITE 60 MIL. SINGLE PLY MEMBRANE (SEE SPECS) OVER 6" POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING (SEE STRUCTURAL DRAWINGS). WITH A MINIMUM FIFTEEN (15) YEAR MANUFACTURERâ€™S WARRANTY, MECHANICALLY FASTENED. MINIMUM SLOPE OF 1/4" PER FOOT, SEE SPECS. 07.04 DASHED LINE REPRESENTS CONTINUOUS FLUID APPLIED AIR BARRIER OVER SHEATHING. NFPA-285 TESTED AND APPROVED. ALL MATERIALS IN THE AIR BARRIER SHALL COMPLY WITH IECC C402.5.1.2.1. ALL PENETRATIONS AND JOINTS IN THESE MATERIALS WILL BE SEALED. (CCW BARRISEAL "S" OR APPROVED EQUAL). SEE SPECS. 07.05 DASHED LINE REPRESENTS CONTINUOUS HIGH TEMP FLEXIBLE MEMBRANE PEAL-&-STICK FLASHING, CCW-705HT CARLISLE OR APPROVED EQUAL. 07.06 FACTORY PAINTED PARAPET CAP/FLASHING AND CONTINUOUS METAL COPING WITH DRIP FLASHING AND HOLD DOWN CLIPS BOTH SIDES,(PERMASNAP OR APPROVED EQUAL) SEE ELEVATION AND LEGEND FOR COLOR. 07.07 FACTORY PAINTED CONTINUOUS BREAK MTL. FLASHING, SEE ELEVATION LEGEND FOR COLOR. 07.08 CONTINUOUS BREAK METAL FASCIA WRAPED TO SOFFIT, 22 GA. SEE FINISH LEGEND FOR COLOR. 2 RIBBED SEE DETAILS. 07.09 EDGE FLASHING, MATCH BUILDING STANDARDS. 07.10 SOFFIT L12 WITH BEADS ARTISAN SERIES PANEL. BEADS ARE TO BE 4" APART, GAUGE IS TO BE (22GA.) WITH A EMBOSSED FINISH, MBCI, OR APPROVED EQUAL. PANEL ATTACHMENT WILL BE CONCEALED FASTENING SYSTEM, COLOR TO MATCH CANOPY. INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 07.12 EXTEND SINGLE PLY MEMBRANE UP PARAPET WALL, UNDER PARAPET CAP AND DOWN FRONT FACE OF WALL 1" MIN., TYPICAL. 07.13 EXTEND SELF-ADHERING SHEET WATERPROOFING (GCP GRACE-ICE & WATER SHIELD (HT) OR APPROVED EQUAL) MEMBRANE UP WALL. 07.15 ROOF MEMBRANE EXTENDED UP KICKER AND UP PARAPET WALL, SEE WALL SECTIONS. 07.17 R-38 FOIL FACED BATT INSULATION UNDER PATIO DECKING. 07.18 R-19 FOIL FACED BATT INSULATION IN STUD WALL CAVITY. 07.20 R-36 CLOSED CELL SPRAY FOAM (2 LBS/PER CUBIC FT). 07.22 2" CONTINUOUS RIGID POLYISOCYANURATE INSULATION BOARD AT FOUNDATION WALLS, TO BOTTOM OF FOOTING. R-12 MIN., TYP., SEE SPECS. 07.24 EIFS HEADER, SEE WALL SECTION AND DETAILS. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED VAPOR BARRIER), SEE ELEVATIONS AND WALL SECTIONS. 07.27 PROVIDE BOTTOM DRAINAGE TRACK AT E.I.F.S. 07.29 TRIM, COLOR TO MATCH SIDING. 07.30 METAL SIDING, "VESTA" PLANK VARIEGATES, (QUALITY EDGE OR APPROVED EQUAL). 07.31 METAL SIDING, (MBCI OR APPROVED EQUAL): HORIZONTAL REVERSE ROLLED 7.2 RIBBED WALL PANEL EXPOSED FASTENER, OVER HIGH TEMP. VAPOR BARRIER; SEE ELEVATION FOR COLOR. 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.37 PROVIDE 3" RIGID POLYISOCYANURATE INSULATION BOARD BETWEEN ALL JOIST AROUND PERIMETER, SEAL WITH CLOSED CELL FOAM. 07.39 CONTINUOUS BREAK MTL. FLASHING, COLOR TO MATCH SIDING. 07.40 BLACK 60 MIL. SINGLE PLY MEMBRANE UNDER PEDISTAL PAVERS. OVER COVER BOARD, OVER POLYISOCYANURATE INSULATION TO SLOPE TO DRAIN. 07.45 COVER BOARD. 07.50 COUNTER FLASHING AND ROOF MEMBRANE TERMINATION BAR TO MATCH PERIMETER PARAPET HEIGHT, COLOR TO MATCH MASONRY. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.03 SHIM WINDOWS AS REQ'D AT HEAD WITH CONT. CAULK AND BACKER ROD 08.04 BOTTOM TRACK TO BE INSTALLED IN A CONTINUOUS FULL BED OF SEALANT. 06. WOODS & PLASTICS 06.01 SHEATHING, REFER TO STRUCTURAL DRAWINGS. 06.04 TREATED BOTTOM PLATE OVER FOAM SILL SEALER AT EXTERIOR WALL FRAMING, TYP. SEE STRUCTURAL FOR ANCHORAGE 06.05 2X4 WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS. 06.07 2X6 WOOD STUD WALL WITH R-19 BATT INSULATION INSIDE STUD CAVITY. 06.09 WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS. 06.11 WOOD JOIST, PAINTED WHERE EXPOSED UNLESS NOTED OTHERWISE, SEE RCP FINISHES, SEE STRUCTURAL DRAWINGS FOR SIZE AND DETAILS. 06.13 RIM JOIST SEE STRUCTURAL. 06.20 BLOCKING AS REQ'D. FOR ROOF SLOPE. 06.33 (2) 2X8 ANCHORED TO WALL SUPPORTING LIGHT FIXTURE. VERIFY RIGID CONNECTION WITH STRUCTURAL DRAINWING. 11. EQUIPMENT 11.04 AT ALL EXTERIOR WINDOWS PROVIDE BUILDING STANDARD MANUAL ROLLER SHADE WINDOW COVERING, MANUFACTURER: COLTON INC., PLATINUM CLUTCH, 3000 NET SOLAR SCREEN FABRIC, FR-3% - COLOR N001 WHITE AND BLACK, BLACK FACING TOWARDS OUTSIDE TYP., SEE DETAILS ON SHEET A2.5 11.27 10" ADJUSTABLE SHELVING, MELAMINE ON 3/4" PARTICLE BOARD, SELF-EDGED ON PROVIDE K-V BRACKETS, WHERE INDICATED TYP. - PROVIDE 5 SHELVES. 22. PLUMBING 22.09 ROOF DRAIN LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS. SEE PLUMBING DRAWINGS AND TENANT IMPROVEMENTS. 22.20 DRINKING FOUNTAIN, (ELKAY) HIGH LOW WITH BOTTLE FILLER, SEE PLUMBING DRAWINGS. scale:1/2" = 1'-0"A4.2 1 WALL SECTION scale:1/2" = 1'-0"A4.2 2 WALL SECTION scale:1/2" = 1'-0"A4.2 3 WALL SECTION scale:1/2" = 1'-0"A4.2 4 WALL SECTION scale:1/2" = 1'-0"A4.2 5 SLANTED WALL SECTION 12. FURNISHINGS 12.04 PLASTIC LAMINATE CABINETRY, SEE FINISH SCHEDULE - PROVIDE TOEKICK MATERIAL TO MATCH BASE CABINET, TYP. 12.06 COUNTERTOP SUPPORT BRACKET. PROVIDE "SPEED BRACE" (OR EQUAL) SUPPORT BRACKETS AT OPEN KNEE SPACE WITH SPANS GREATER THAN 4'-0". 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.05 SUSPENDED 5/8" GYP. BD. CEILING, PAINTED SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.08 BASE AS SCHEDULE. 09.10 DASHED LINE REPRESENTS TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE. LINE PAINTED PNT-2. WALL BELOW LINE PAINTED FIELD COLOR / ACCENT COLORS, SEE FINSH PLAN. 09.13 PROVIDE SCHLUTER (QUADEC IN BRUSHED STAINLESS) TRIM AS CAP TO WAINSCOT AND FOR OUTSIDE CORNERS, TYP. 09.16 WALL TILE, COLOR AND SIZE TO MATCH BUILDING RESTROOM STANDARDS. 09.22 PAINTED 5/8" GYP. BD. ADHERED TO WALL. SEE FINISH SCHEDULE. 09.26 FINISH FLOOR, SEE FINISH PLAN; OVER 1 1/2" GYPCRETE OVER FLOOR DECKING. 09.30 SUSPENDED CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). SEE LEGEND. 31. EARTHWORK 31.01 VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 31.02 EARTH WORK AND LANDSCAPING, MINIMUM DISTANCE FROM TOP OF WALL IS 6" WITH GRADE SLOPING AWAY FROM BUILDING TYP. SEE CIVIL AND STRUCTURAL DRAWINGS 03. CONCRETE 03.01 SLOPE SIDEWALKS AWAY FROM BUILDING ALL AROUND, TYPICAL. MAX. 1/4" PER FOOT IN FRONT OF EXIT DOORS. SEE CIVIL DRAWINGS. 03.02 CONCRETE SLAB ON GRADE OVER GRANULAR FILL OVER 15 MIL. VAPOR BARRIER, SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR EXPANSION AND CONTROL JOINTS. 03.05 FOOTING & FOUNDATION, SEE STRUCTURAL FOR CONCRETE TYPE AND REINFORCING. VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 03.08 EXPOSED CONCRETE FOUNDATION, FINISH TO BE NATURAL AND SEALED. 03.09 DAMP PROOFING ON OUTSIDE FACE OF FOUNDATION WALLS TYPICAL, SEE SPECS. 03.13 PROVIDE LEVEL LANDING AT EXTERIOR OF ALL EXTERIOR DOORS WITH A MAX. SLOPE OF 2% AWAY FROM THE BUILDING. 04. MASONRY 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.15 STONE VENEER, SEE ELEVATION MATERIAL LEGEND. 04.19 RAISED PEDESTAL MOUNTED PAVERS SYSTEM: PROFILITEC. 13/16" THICK 24"X24" COLOR: SUPERIOR TAUPE DR08, (DALTILE OR APPROVED EQUAL). REFERENCE NOTES: 32. EXTERIOR IMPROVMENTS 32.15 CATCH BASIN, SEE PLUMBING AND CIVIL DRAWINGS. 1 1 1 1 F.F. Level 1 100'-0" B.O. FOOTING 97'-0" G 07.39 22.07 1'-10"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 07.271'-6"1'-0"1'-6 1/2" 9"ROOF MEMBRANE3'-0"05.08 05.07 09.03 04.11 04.11 08.06 26.08 09.08 07.19 09.03 07.28 04.12 09.26 05.20 09.06 07.37 06.13 07.20 06.11 07.15 T.O.WALL A8.1 12 MIRR. ENTRANCE LOBBY 102 EVENT CENTER 136 EVENT FAMILY 204 STORAGE / JAN. 314 F.F. Level 1 100'-0" B.O. FOOTING 97'-0" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" A 144'-3"2"6'-8"3'-2"1'-5" A8.1 5 09.10 A8.1 12 26.22 1'-6"FACE OF SHEATHING TO FACE OF SHEATHING 7'-8 1/2"4'-1" 07.17 09.03 09.05 07.10 07.26 VESTIBULE 103 WAITING 104 OFFICE 308 03.03 03.13 03.09 31.01 07.22 06.07 07.27 07.01 04.15 08.01 11.03 07.10 09.26 06.04 09.02 26.03 09.06 06.07 08.01 06.07 09.19 07.26 07.16 A2.5 6 A2.5 17 MIRR. 07.17 07.32 A2.5 13 MIRR. A2.5 6 09.03 06.07 05.02 07.20 07.12 07.01 07.06 07.37 07.26 07.04 08.03 06.07 06.01 09.08 A8.1 9 SIM. A8.1 6 SIM. ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:33:01 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WALL SECTIONS A4.3 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.19.2023 Addendum scale: 1/2" = 1'-0"A4.3 1 WALL SECTION scale: 1/2" = 1'-0"A4.3 2 WALL SECTION scale: 1/2" = 1'-0"A4.3 3 WALL SECTION REFERENCE NOTES: 26. ELECTRICAL 26.03 2' X 4' LED TROFFER, SEE ELECTRICAL. 26.08 DECORATIVE PENDENT LIGHT FIXTURE, SEE ELECTRICAL. 26.13 PROVIDE WALL MOUNTED UP/DOWN LIGHT FIXTURE. SEE ELECTRICAL. 26.22 VERIFY WITH LIGHT MANUFACTURE COVER PLATE/CASING WILL COVER STRUCTURAL CONECTION. 05. METALS 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.04 STRUCTURAL SUPPORT, SEE STRUCTURAL DRAWINGS. 05.07 METAL STUD FRAMING, SEE WALL LEGEND. VERIFY WITH STRUCTURAL DRAWINGS. 05.08 METAL DECKING, SEE STRUCTURAL DRAWINGS 05.20 3 5/8" METAL STUD FRAMING FURRING, FINISH WITH 5/8 TYPE X GYP. PAINTED, SEE STRUCTURAL. 07. THERMAL & MOISTURE PROTECTION 07.01 WHITE 60 MIL. SINGLE PLY MEMBRANE (SEE SPECS) OVER 6" POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING (SEE STRUCTURAL DRAWINGS). WITH A MINIMUM FIFTEEN (15) YEAR MANUFACTURERâ€™S WARRANTY, MECHANICALLY FASTENED. MINIMUM SLOPE OF 1/4" PER FOOT, SEE SPECS. 07.04 DASHED LINE REPRESENTS CONTINUOUS FLUID APPLIED AIR BARRIER OVER SHEATHING. NFPA-285 TESTED AND APPROVED. ALL MATERIALS IN THE AIR BARRIER SHALL COMPLY WITH IECC C402.5.1.2.1. ALL PENETRATIONS AND JOINTS IN THESE MATERIALS WILL BE SEALED. (CCW BARRISEAL "S" OR APPROVED EQUAL). SEE SPECS. 07.05 DASHED LINE REPRESENTS CONTINUOUS HIGH TEMP FLEXIBLE MEMBRANE PEAL-&-STICK FLASHING, CCW-705HT CARLISLE OR APPROVED EQUAL. 07.06 FACTORY PAINTED PARAPET CAP/FLASHING AND CONTINUOUS METAL COPING WITH DRIP FLASHING AND HOLD DOWN CLIPS BOTH SIDES,(PERMASNAP OR APPROVED EQUAL) SEE ELEVATION AND LEGEND FOR COLOR. 07.07 FACTORY PAINTED CONTINUOUS BREAK MTL. FLASHING, SEE ELEVATION LEGEND FOR COLOR. 07.10 SOFFIT L12 WITH BEADS ARTISAN SERIES PANEL. BEADS ARE TO BE 4" APART, GAUGE IS TO BE (22GA.) WITH A EMBOSSED FINISH, MBCI, OR APPROVED EQUAL. PANEL ATTACHMENT WILL BE CONCEALED FASTENING SYSTEM, COLOR TO MATCH CANOPY. INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 07.12 EXTEND SINGLE PLY MEMBRANE UP PARAPET WALL, UNDER PARAPET CAP AND DOWN FRONT FACE OF WALL 1" MIN., TYPICAL. 07.15 ROOF MEMBRANE EXTENDED UP KICKER AND UP PARAPET WALL, SEE WALL SECTIONS. 07.16 EXTEND SINGLE PLY MEMBRANE UP WALL BEHIND FINISH MATERIAL A MINIMUM OF 24". 07.17 R-38 FOIL FACED BATT INSULATION UNDER PATIO DECKING. 07.19 R-13 BATT INSULATION IN 3-5/8" METAL STUD WALL CAVITY. 07.20 R-36 CLOSED CELL SPRAY FOAM (2 LBS/PER CUBIC FT). 07.22 2" CONTINUOUS RIGID POLYISOCYANURATE INSULATION BOARD AT FOUNDATION WALLS, TO BOTTOM OF FOOTING. R-12 MIN., TYP., SEE SPECS. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED VAPOR BARRIER), SEE ELEVATIONS AND WALL SECTIONS. 07.27 PROVIDE BOTTOM DRAINAGE TRACK AT E.I.F.S. 07.28 EIFS OVER 1-1/2" RIGID INSULATION BOARD ONVER MASONRY, SEE ELEVATIONS LEGEND AND WALL SECTIONS. 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.37 PROVIDE 3" RIGID POLYISOCYANURATE INSULATION BOARD BETWEEN ALL JOIST AROUND PERIMETER, SEAL WITH CLOSED CELL FOAM. 07.39 CONTINUOUS BREAK MTL. FLASHING, COLOR TO MATCH SIDING. 07.52 COVER BOARD, OVER POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.03 SHIM WINDOWS AS REQ'D AT HEAD WITH CONT. CAULK AND BACKER ROD 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 08.23 36" X 36" ATTIC ACCESS PANEL WITH VENT AND HEAVY MESH BUG SCREEN, WB EST 1400 (WILLIAMS BROTHERS OR APPROVED EQAUL). PAINTED TO MATCH EIFS. MOUNTING HEIGHT TO BE 18" MIN. ABOVE ROOF MEMBRANE, 06. WOODS & PLASTICS 06.01 SHEATHING, REFER TO STRUCTURAL DRAWINGS. 06.03 2X BLOCKING TYP. SEE STRUCTURAL FOR ANCHORAGE. 06.04 TREATED BOTTOM PLATE OVER FOAM SILL SEALER AT EXTERIOR WALL FRAMING, TYP. SEE STRUCTURAL FOR ANCHORAGE 06.05 2X4 WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS. 06.07 2X6 WOOD STUD WALL WITH R-19 BATT INSULATION INSIDE STUD CAVITY. 06.09 WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS. 06.11 WOOD JOIST, PAINTED WHERE EXPOSED UNLESS NOTED OTHERWISE, SEE RCP FINISHES, SEE STRUCTURAL DRAWINGS FOR SIZE AND DETAILS. 06.13 RIM JOIST SEE STRUCTURAL. 06.38 HEAVY TIMBER WOOD MANTEL, STAINED TO MATCH CEILING TILES. 11. EQUIPMENT 11.03 PROVIDE MOTORIZED ROLLER SHADE WINDOW COVERING. CONTROLS TO BE LOCATED AT RECEPTION DESK. MANUFACTURER: MARIAK, WITH POLYSCREEN VISION FABRIC-VISION 550-A FR-5% - COLOR LINEN 0-004-10-00398, BLACK FACING TOWARDS OUTSIDE TYP., SEE DETAILS ON SHEET A2.5 11.19 FIREPLACE, SEE PLUMBING AND MECHANICAL DRAWINGS. VERIFY WITH MFR. FOR WALL THICKNESS AND MOUNTING HEIGHTS. 22. PLUMBING 22.03 FLOOR MOUNTED JANITOR SERVICE SINK. WET WALLS ARE TO HAVE TILE WAINSCOTING 4'-0" A.F.F. REFER TO PLUMBING DRAWINGS. 22.07 OVERFLOW ROOF DRAIN ESCUTCHEON, VERIFY MOUNTING HEIGHT & LOCATION WITH PLUMBING DRAWINGS. 22.09 ROOF DRAIN LINES SHALL BE LOCATED AS TIGHT AS POSSIBLE TO STRUCTURAL COLUMNS. SEE PLUMBING DRAWINGS AND TENANT IMPROVEMENTS. 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.05 SUSPENDED 5/8" GYP. BD. CEILING, PAINTED SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.08 BASE AS SCHEDULE. 09.10 DASHED LINE REPRESENTS TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE. LINE PAINTED PNT-2. WALL BELOW LINE PAINTED FIELD COLOR / ACCENT COLORS, SEE FINSH PLAN. 09.19 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. 09.26 FINISH FLOOR, SEE FINISH PLAN; OVER 1 1/2" GYPCRETE OVER FLOOR DECKING. 31. EARTHWORK 31.01 VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 03. CONCRETE 03.03 HATCH REPRESENTS THICKENED SLAB. AREA OF FOUNDATION WALL THAT IS LOWERED TO ALLOW SLAB TO RUN OVER TOP, SEE STRUCTURAL DETAILS. 03.08 EXPOSED CONCRETE FOUNDATION, FINISH TO BE NATURAL AND SEALED. 03.09 DAMP PROOFING ON OUTSIDE FACE OF FOUNDATION WALLS TYPICAL, SEE SPECS. 03.13 PROVIDE LEVEL LANDING AT EXTERIOR OF ALL EXTERIOR DOORS WITH A MAX. SLOPE OF 2% AWAY FROM THE BUILDING. 04. MASONRY 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.15 STONE VENEER, SEE ELEVATION MATERIAL LEGEND. 04.17 STONE CAP, BUILD-UP MORTAR TO SLOPE AWAY, STONE VENEER MANUFACTURER. 1 1 F.F. Level 1 100'-0" B.O. FOOTING 97'-0" G 4"2'-8"1'-8"31.0203.02 09.08 03.052'-8"11.02 07.06 07.32 05.08 07.01 07.12 07.03 125'-3" 04.07 08.03 07.18 DECK BEARING 126'-8" 1/2" / 12" 32.01 03.10 04.07 04.07 04.15 03.09 07.22 03.09 09.03 09.19 08.01 F.9 07.18 04.07 22.04 2'-8" GYM 122 A8.1 11 130'-0" 115'-0" 116'-8" A8.1 6 A2.6 7 A2.6 5 26.13 T.O.WALL SOFFIT 4'-8" DECK BEARING 126'-10" DECK BEARING 126'-11 1/2"07.09 A8.1 9 F.F. Level 1 100'-0" B.O. FOOTING 97'-0" DECK BEARING 140'-10" A 3'-8"1'-6" 148'-0" 144'-3" 31.02 03.01 2" 07.21 A.2 A.3 03.10 07.31 07.06 T.O.WALL A8.1 8 MIRR. T.O.WALL 05.11 09.25 04.09 03.09 07.22 03.08 07.05 05.09 04.11 03.02 1'-6" 07.1207.31 STAIR 332 STAIRS 224 STAIR 114 26.22 A8.1 12 F.F. Level 2 113'-5" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" E 05.08 07.27 MIN.8"09.06 07.37 07.36 09.03 07.26 07.16 07.01 06.05 07.04 09.26 09.08 09.03 26.06 07.20 07.15 07.06 07.01 09.26 09.26 06.11 09.06 22.19 26.06 05.02 06.11 PAINT LINE11'-0"09.10 09.03 06.11 06.07 DECK BEARING 127'-10"WALL PAINT LINE11'-0"BKR 320 OT /PT TREATMENT 218 MEZZANINE 212 SENSORY RM. 120 ADL PANTRY 119 05.34 06.16 G DECK BEARING 126'-8" 130'-0" 07.03 07.06 07.32 1'-6"4"4'-0"21'-0"2'-8"2'-8"T.O.WALL 03.08 03.08 04.07 31.01 31.02 07.22 04.15 26.13 F.9 26.22 07.18 GYM 122 T.O.WALL 125'-3" A8.1 11 07.09 07.05 07.08 07.12 128'-5 1/2" FACE OF SHEATHING 9" TO MASONRY FACE OF SHEATHING 4'-8" FACE OF MASONRY CENTER OF FIX. 3'-4" 1'-9 1/2"2'-6 1/2" 03.09 05.07 09.03 07.10 5°85°9 5 ° 5° FACE OF SHEATHING 3'-2" 05.08 05.02 PAINT LINE IN GYM24'-5"09.10 15'-0"07.09 07.04 06.03 A8.1 6 A8.1 9 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:33:22 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WALL SECTIONS A4.4 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.19.2023 Addendum scale: 1/2" = 1'-0"A4.4 5 WALL SECTION scale: 1/2" = 1'-0"A4.4 1 WALL SECTION scale: 1/2" = 1'-0"A4.4 2 WALL SECTION scale: 1/2" = 1'-0"A4.4 4 SLANTED WALL SECTION REFERENCE NOTES: 26. ELECTRICAL 26.06 SUSPENDED LINEAR LIGHT FIXTURE, SEE ELECTRICAL. 26.13 PROVIDE WALL MOUNTED UP/DOWN LIGHT FIXTURE. SEE ELECTRICAL. 26.22 VERIFY WITH LIGHT MANUFACTURE COVER PLATE/CASING WILL COVER STRUCTURAL CONECTION. 05. METALS 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.07 METAL STUD FRAMING, SEE WALL LEGEND. VERIFY WITH STRUCTURAL DRAWINGS. 05.08 METAL DECKING, SEE STRUCTURAL DRAWINGS 05.09 STEEL PAN TREADS FILLED W/ CONC., UNDERSIDE PAINTED, SEE FINISHES SCHEDULE. 05.11 STEEL HANDRAIL WALL MOUNTED. 1 1/2" O.D. PAINTED, HIGH GLOSS. 36" ABOVE FINISH FLOOR AND TREAD NOSING. SUPPORT BY MFR. STANDARD BRACKETS. PROVIDE SOLID BLOCKING IN WALLS AS REQUIRED. 05.34 2" DIA. METAL PIPE FOOT REST BLACK. 07. THERMAL & MOISTURE PROTECTION 07.01 WHITE 60 MIL. SINGLE PLY MEMBRANE (SEE SPECS) OVER 6" POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING (SEE STRUCTURAL DRAWINGS). WITH A MINIMUM FIFTEEN (15) YEAR MANUFACTURERâ€™S WARRANTY, MECHANICALLY FASTENED. MINIMUM SLOPE OF 1/4" PER FOOT, SEE SPECS. 07.03 HATCH INDICATES TAPERED INSULATION BOARD AS REQUIRED TO DIRECT WATER TO ROOF DRAINS. INSULATION SLOPE TO BE 1/4" PER FOOT. 07.04 DASHED LINE REPRESENTS CONTINUOUS FLUID APPLIED AIR BARRIER OVER SHEATHING. NFPA-285 TESTED AND APPROVED. ALL MATERIALS IN THE AIR BARRIER SHALL COMPLY WITH IECC C402.5.1.2.1. ALL PENETRATIONS AND JOINTS IN THESE MATERIALS WILL BE SEALED. (CCW BARRISEAL "S" OR APPROVED EQUAL). SEE SPECS. 07.05 DASHED LINE REPRESENTS CONTINUOUS HIGH TEMP FLEXIBLE MEMBRANE PEAL-&-STICK FLASHING, CCW-705HT CARLISLE OR APPROVED EQUAL. 07.06 FACTORY PAINTED PARAPET CAP/FLASHING AND CONTINUOUS METAL COPING WITH DRIP FLASHING AND HOLD DOWN CLIPS BOTH SIDES,(PERMASNAP OR APPROVED EQUAL) SEE ELEVATION AND LEGEND FOR COLOR. 07.08 CONTINUOUS BREAK METAL FASCIA WRAPED TO SOFFIT, 22 GA. SEE FINISH LEGEND FOR COLOR. 2 RIBBED SEE DETAILS. 07.09 EDGE FLASHING, MATCH BUILDING STANDARDS. 07.10 SOFFIT L12 WITH BEADS ARTISAN SERIES PANEL. BEADS ARE TO BE 4" APART, GAUGE IS TO BE (22GA.) WITH A EMBOSSED FINISH, MBCI, OR APPROVED EQUAL. PANEL ATTACHMENT WILL BE CONCEALED FASTENING SYSTEM, COLOR TO MATCH CANOPY. INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 07.12 EXTEND SINGLE PLY MEMBRANE UP PARAPET WALL, UNDER PARAPET CAP AND DOWN FRONT FACE OF WALL 1" MIN., TYPICAL. 07.15 ROOF MEMBRANE EXTENDED UP KICKER AND UP PARAPET WALL, SEE WALL SECTIONS. 07.16 EXTEND SINGLE PLY MEMBRANE UP WALL BEHIND FINISH MATERIAL A MINIMUM OF 24". 07.18 R-19 FOIL FACED BATT INSULATION IN STUD WALL CAVITY. 07.20 R-36 CLOSED CELL SPRAY FOAM (2 LBS/PER CUBIC FT). 07.21 2.6" HUNTER Xci PLY 5/8", (HUNTER BOARD OR APPROVED EQUAL). (R-12) MECHANICALLY FASTEND TO MASONRY PER MFR. REQUIREMENTS. 07.22 2" CONTINUOUS RIGID POLYISOCYANURATE INSULATION BOARD AT FOUNDATION WALLS, TO BOTTOM OF FOOTING. R-12 MIN., TYP., SEE SPECS. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED VAPOR BARRIER), SEE ELEVATIONS AND WALL SECTIONS. 07.27 PROVIDE BOTTOM DRAINAGE TRACK AT E.I.F.S. 07.31 METAL SIDING, (MBCI OR APPROVED EQUAL): HORIZONTAL REVERSE ROLLED 7.2 RIBBED WALL PANEL EXPOSED FASTENER, OVER HIGH TEMP. VAPOR BARRIER; SEE ELEVATION FOR COLOR. 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.36 RIGID INSULATION IN WALL FURRING HUNTER Xci 286 POLYISOCYANURATE (HUNTER OR APPROVED EQ) (R-VALUE > 6) 07.37 PROVIDE 3" RIGID POLYISOCYANURATE INSULATION BOARD BETWEEN ALL JOIST AROUND PERIMETER, SEAL WITH CLOSED CELL FOAM. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.03 SHIM WINDOWS AS REQ'D AT HEAD WITH CONT. CAULK AND BACKER ROD 06. WOODS & PLASTICS 06.03 2X BLOCKING TYP. SEE STRUCTURAL FOR ANCHORAGE. 06.05 2X4 WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS. 06.07 2X6 WOOD STUD WALL WITH R-19 BATT INSULATION INSIDE STUD CAVITY. 06.11 WOOD JOIST, PAINTED WHERE EXPOSED UNLESS NOTED OTHERWISE, SEE RCP FINISHES, SEE STRUCTURAL DRAWINGS FOR SIZE AND DETAILS. 06.16 3-1/2" BUTCHER BLOCK COUNTERTOP. THICK PROTECTIVE CLEAR COAT LAYER. 11. EQUIPMENT 11.02 PROVIDE MOTORIZED ROLLER SHADE WINDOW COVERING. VERIFY WITH OWNER LOCATION OF CONTROLS BEFORE INSTALATION. MANUFACTURER: MARIAK, WITH POLYSCREEN VISION FABRIC-VISION 550-A FR-5% - COLOR LINEN 0-004-10-00398, BLACK FACING TOWARDS OUTSIDE TYP., 22. PLUMBING 22.04 LANDSCAPE IRRIGATION DRAINAGE, SEE LANDSCAPE AND CIVIL PLAN. 22.19 THREE COMPARTMENT STAINLESS STEEL SURFACE MOUNT SINK/FAUCET, (2) SHALLOW SINKS AND ONE DEEP SINK, SEE PLUMB. & ELEC. 09. FINISHES 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.08 BASE AS SCHEDULE. 09.10 DASHED LINE REPRESENTS TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE. LINE PAINTED PNT-2. WALL BELOW LINE PAINTED FIELD COLOR / ACCENT COLORS, SEE FINSH PLAN. 09.19 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. 09.25 GYP. BD. COVERING UNDERSIDE OF STAIR. PAINTED TO MATCH STAIRS, SEE FINISH SCHEDULE. 09.26 FINISH FLOOR, SEE FINISH PLAN; OVER 1 1/2" GYPCRETE OVER FLOOR DECKING. 31. EARTHWORK 31.01 VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 31.02 EARTH WORK AND LANDSCAPING, MINIMUM DISTANCE FROM TOP OF WALL IS 6" WITH GRADE SLOPING AWAY FROM BUILDING TYP. SEE CIVIL AND STRUCTURAL DRAWINGS 03. CONCRETE 03.01 SLOPE SIDEWALKS AWAY FROM BUILDING ALL AROUND, TYPICAL. MAX. 1/4" PER FOOT IN FRONT OF EXIT DOORS. SEE CIVIL DRAWINGS. 03.02 CONCRETE SLAB ON GRADE OVER GRANULAR FILL OVER 15 MIL. VAPOR BARRIER, SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR EXPANSION AND CONTROL JOINTS. 03.05 FOOTING & FOUNDATION, SEE STRUCTURAL FOR CONCRETE TYPE AND REINFORCING. VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 03.08 EXPOSED CONCRETE FOUNDATION, FINISH TO BE NATURAL AND SEALED. 03.09 DAMP PROOFING ON OUTSIDE FACE OF FOUNDATION WALLS TYPICAL, SEE SPECS. 03.10 PRE-CAST CONCRETE SILL WITH DRIP CHANNEL. 04. MASONRY 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.09 12" MASONRY BELOW 8" MASONRY, SEE STRUCTURAL DRAWINGS. SEE WALL SECTIONS. 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.15 STONE VENEER, SEE ELEVATION MATERIAL LEGEND. 32. EXTERIOR IMPROVMENTS 32.01 THIS HATCH INDICATES LANDSCAPE AREA, SEE LANDSCAPE PLAN FOR DETAILS AND IRRIGATION OF SITE TRENCH DRAINS. 1 1 A8.1 11 B.O. FOOTING 97'-0"2'-10"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 DECK BEARING4'-2"6'-8"3'-2"3'-6"6'-8"3'-3"3'-5"7'-0"3'-0"7/8" SLOPE1'-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 PAINT LINE11'-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"95°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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:33:43 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 WALL SECTIONS A4.5 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION scale: 1/2" = 1'-0"A4.5 2 WALL SECTION scale: 1/2" = 1'-0"A4.5 3 WALL SECTION scale: 1/2" = 1'-0"A4.5 1 CANOPY CROSS SECTION scale: 1/2" = 1'-0"A4.5 4 WALL SECTION REFERENCE NOTES: 26. ELECTRICAL 26.08 DECORATIVE PENDENT LIGHT FIXTURE, SEE ELECTRICAL. 26.13 PROVIDE WALL MOUNTED UP/DOWN LIGHT FIXTURE. SEE ELECTRICAL. 26.22 VERIFY WITH LIGHT MANUFACTURE COVER PLATE/CASING WILL COVER STRUCTURAL CONECTION. 05. METALS 05.01 STEEL COLUMN, PAINTED WHERE EXPOSED. SEE STRUCTURAL DRAWINGS. 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.08 METAL DECKING, SEE STRUCTURAL DRAWINGS 05.20 3 5/8" METAL STUD FRAMING FURRING, FINISH WITH 5/8 TYPE X GYP. PAINTED, SEE STRUCTURAL. 07. THERMAL & MOISTURE PROTECTION 07.01 WHITE 60 MIL. SINGLE PLY MEMBRANE (SEE SPECS) OVER 6" POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING (SEE STRUCTURAL DRAWINGS). WITH A MINIMUM FIFTEEN (15) YEAR MANUFACTURERâ€™S WARRANTY, MECHANICALLY FASTENED. MINIMUM SLOPE OF 1/4" PER FOOT, SEE SPECS. 07.04 DASHED LINE REPRESENTS CONTINUOUS FLUID APPLIED AIR BARRIER OVER SHEATHING. NFPA-285 TESTED AND APPROVED. ALL MATERIALS IN THE AIR BARRIER SHALL COMPLY WITH IECC C402.5.1.2.1. ALL PENETRATIONS AND JOINTS IN THESE MATERIALS WILL BE SEALED. (CCW BARRISEAL "S" OR APPROVED EQUAL). SEE SPECS. 07.05 DASHED LINE REPRESENTS CONTINUOUS HIGH TEMP FLEXIBLE MEMBRANE PEAL-&-STICK FLASHING, CCW-705HT CARLISLE OR APPROVED EQUAL. 07.06 FACTORY PAINTED PARAPET CAP/FLASHING AND CONTINUOUS METAL COPING WITH DRIP FLASHING AND HOLD DOWN CLIPS BOTH SIDES,(PERMASNAP OR APPROVED EQUAL) SEE ELEVATION AND LEGEND FOR COLOR. 07.08 CONTINUOUS BREAK METAL FASCIA WRAPED TO SOFFIT, 22 GA. SEE FINISH LEGEND FOR COLOR. 2 RIBBED SEE DETAILS. 07.09 EDGE FLASHING, MATCH BUILDING STANDARDS. 07.10 SOFFIT L12 WITH BEADS ARTISAN SERIES PANEL. BEADS ARE TO BE 4" APART, GAUGE IS TO BE (22GA.) WITH A EMBOSSED FINISH, MBCI, OR APPROVED EQUAL. PANEL ATTACHMENT WILL BE CONCEALED FASTENING SYSTEM, COLOR TO MATCH CANOPY. INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 07.12 EXTEND SINGLE PLY MEMBRANE UP PARAPET WALL, UNDER PARAPET CAP AND DOWN FRONT FACE OF WALL 1" MIN., TYPICAL. 07.15 ROOF MEMBRANE EXTENDED UP KICKER AND UP PARAPET WALL, SEE WALL SECTIONS. 07.18 R-19 FOIL FACED BATT INSULATION IN STUD WALL CAVITY. 07.19 R-13 BATT INSULATION IN 3-5/8" METAL STUD WALL CAVITY. 07.20 R-36 CLOSED CELL SPRAY FOAM (2 LBS/PER CUBIC FT). 07.22 2" CONTINUOUS RIGID POLYISOCYANURATE INSULATION BOARD AT FOUNDATION WALLS, TO BOTTOM OF FOOTING. R-12 MIN., TYP., SEE SPECS. 07.24 EIFS HEADER, SEE WALL SECTION AND DETAILS. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED VAPOR BARRIER), SEE ELEVATIONS AND WALL SECTIONS. 07.27 PROVIDE BOTTOM DRAINAGE TRACK AT E.I.F.S. 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.33 BAR STYLE SNOW GUARDS TO MATCH STANDING SEAM METAL ROOF. 07.34 CONTINUOUS RAIN GUTTER, MATCH STANDING SEAM ROOF COLOR. SEE ELEVATIONS. 07.37 PROVIDE 3" RIGID POLYISOCYANURATE INSULATION BOARD BETWEEN ALL JOIST AROUND PERIMETER, SEAL WITH CLOSED CELL FOAM. 07.42 VENT SOFFIT TO ALLOW PASSAGE OF AIR WITH HEAVY DUTY BUG SCREENING TYPICAL. 07.48 EIFS OVER 3/4" RIGID INSULATION OVER CMU. SEE ELEVATIONS FOR COLORS. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.03 SHIM WINDOWS AS REQ'D AT HEAD WITH CONT. CAULK AND BACKER ROD 08.04 BOTTOM TRACK TO BE INSTALLED IN A CONTINUOUS FULL BED OF SEALANT. 08.14 MANUAL PUSH-UP INSULATED LOCKABLE COUNTER DOOR (CORNELL IRON WORKS - MODEL ESC30 OR APPROVED EQUAL). 06. WOODS & PLASTICS 06.01 SHEATHING, REFER TO STRUCTURAL DRAWINGS. 06.02 BLOCKING AS REQ'D. 06.03 2X BLOCKING TYP. SEE STRUCTURAL FOR ANCHORAGE. 06.04 TREATED BOTTOM PLATE OVER FOAM SILL SEALER AT EXTERIOR WALL FRAMING, TYP. SEE STRUCTURAL FOR ANCHORAGE 06.05 2X4 WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS. 06.07 2X6 WOOD STUD WALL WITH R-19 BATT INSULATION INSIDE STUD CAVITY. 06.09 WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS. 06.11 WOOD JOIST, PAINTED WHERE EXPOSED UNLESS NOTED OTHERWISE, SEE RCP FINISHES, SEE STRUCTURAL DRAWINGS FOR SIZE AND DETAILS. 06.12 WOOD TRUSS / JOIST. SEE STRUCTURAL PLAN. 06.20 BLOCKING AS REQ'D. FOR ROOF SLOPE. 06.33 (2) 2X8 ANCHORED TO WALL SUPPORTING LIGHT FIXTURE. VERIFY RIGID CONNECTION WITH STRUCTURAL DRAINWING. 11. EQUIPMENT 11.04 AT ALL EXTERIOR WINDOWS PROVIDE BUILDING STANDARD MANUAL ROLLER SHADE WINDOW COVERING, MANUFACTURER: COLTON INC., PLATINUM CLUTCH, 3000 NET SOLAR SCREEN FABRIC, FR-3% - COLOR N001 WHITE AND BLACK, BLACK FACING TOWARDS OUTSIDE TYP., SEE DETAILS ON SHEET A2.5 22. PLUMBING 22.04 LANDSCAPE IRRIGATION DRAINAGE, SEE LANDSCAPE AND CIVIL PLAN. 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.08 BASE AS SCHEDULE. 09.10 DASHED LINE REPRESENTS TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE. LINE PAINTED PNT-2. WALL BELOW LINE PAINTED FIELD COLOR / ACCENT COLORS, SEE FINSH PLAN. 09.26 FINISH FLOOR, SEE FINISH PLAN; OVER 1 1/2" GYPCRETE OVER FLOOR DECKING. 31. EARTHWORK 31.01 VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 03. CONCRETE 03.02 CONCRETE SLAB ON GRADE OVER GRANULAR FILL OVER 15 MIL. VAPOR BARRIER, SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR EXPANSION AND CONTROL JOINTS. 03.05 FOOTING & FOUNDATION, SEE STRUCTURAL FOR CONCRETE TYPE AND REINFORCING. VERIFY WITH SOILS REPORT ANY REQUIREMENTS FOR ENGINEERED FILL UNDER FOOTINGS. 03.08 EXPOSED CONCRETE FOUNDATION, FINISH TO BE NATURAL AND SEALED. 03.09 DAMP PROOFING ON OUTSIDE FACE OF FOUNDATION WALLS TYPICAL, SEE SPECS. 03.12 CONCRETE BENCH WITH EXTERIOR LED STIPE LIGHTING, MODEL LE.03 (STREETSCAPES OR APPROVED EQUAL), ALTERNATE: CAST-IN-PLACE. 03.17 PRE-CAST CONCRETE CAP. 04. MASONRY 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.09 12" MASONRY BELOW 8" MASONRY, SEE STRUCTURAL DRAWINGS. SEE WALL SECTIONS. 04.15 STONE VENEER, SEE ELEVATION MATERIAL LEGEND. 04.17 STONE CAP, BUILD-UP MORTAR TO SLOPE AWAY, STONE VENEER MANUFACTURER. 04.22 6" MASONRY, SEE WALL SECTIONS. SEE FINISH LEGEND FOR COLOR AND FINISH. 32. EXTERIOR IMPROVMENTS 32.04 SLOPE SIDEWALKS AWAY FROM BUILDING ALL AROUND, TYPICAL. MAX. 1/4" PER FOOT. LESS-THAN 2% IN FRONT OF EXIT DOORS. SEE CIVIL DRAWINGS FOR CONTINUATION OF SIDEWALKS. NATURAL COLORED CONCRETE SIDEWALK WITH INTEGRAL CURB WALL. ALL CONTROL JOINTS (CJ) AND EXPANSION JOINTS (EJ) SHALL BE HAND TOOLED. SPACING SHALL NOT BE LESS THAN 2'-8" OR GREATER THAN 6'-0". JOINTS SHALL BE EVENLY SPACED. EVERY FOURTH JOINT SHALL BE AN EXPANSION JOINT. SEE CIVIL DETAILS. 12. FURNISHINGS 12.06 COUNTERTOP SUPPORT BRACKET. PROVIDE "SPEED BRACE" (OR EQUAL) SUPPORT BRACKETS AT OPEN KNEE SPACE WITH SPANS GREATER THAN 4'-0". 12.28 STAINLESS-STEEL (16 GA.) COUNTERTOP. F.F. Lev el 1 100'-0"F.F. Level 1100'-0" F.F. Lev el 2 113'-5"F.F. Level 2113'-5" F.F. LEVEL 3 126'-10"F.F. LEVEL 3126'-10" UPUPUP 22212019181716151413121110987654321UPUPUP 35343332313029282726252422212019181716151413UPUPUP 45444342414039383736 35 34 33 32 31 30 29 58 57 56 55 54 53 52 51 50 49 48 47 706968676665646362616059DN 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 A5.23"2'-0" STAIR 134 EVENT I.T. / STOR. 135 134 135 15'-4"9'-4"5'-4"5'-4"4"2"4'-3"11"9'-2"6'-6"2"2"9'-10"2"4"4"1"1 1/2"3'-11"1 1/2"2"2"8"2"2"1 1/2"4'-1 1/2"2"4"4"2"4'-3"10'-1"6'-6" 1'-0" 1'-0" 05.13 05.13 05.12 05.09 08.18 1 A5.2 1 A5.2 2 A5.2 2 A5.2 D D EE 3 A5.2 3 A5.2 206 STAIR 206 16'-8"4'-8"1'-4"2'-0" 04.12 04.11 4'-3"10'-1"6'-6" 5'-2"9'-2"4'-5"1'-0"4'-5"9'-10"05.12 05.11 05.10 26.09 05.09 05.13 1 A5.2 1 A5.2 2 A5.2 2 A5.2 D D EE 3 A5.2 3 A5.2STAIR 315 315 4'-3"10'-1"6'-6"10'-6"6"5'-2"(10) EQ TREADS @11"= 9'-2"6'-6" 05.11 4'-5"2"8"2"4'-5"1'-0"(11) EQ TREADS @11"= 10'-1"1'-0" 05.15 05.12 05.11 1'-0" 05.13 09.02 03.14 1 A5.2 1 A5.2 2 A5.2 2 A5.2 6 D D EE 4.5 3 A5.2 3 A5.2 401 STAIR 401EQEQ5'-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'-10"05.15 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:33:57 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 STAIR PLANS & 3D REF. (134,206,315,401) A5.1 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION NOTE: SEE NEXT PAGE FOR STAIR SECTION PROVIDE STAIRWAY IDENTIFICATION SIGNAGE PER. IBC 1023.9 SEE DETAIL 1/A8.3 0"1/2"1"2"4" 0'2'4'8'16'4' 1" REFERENCE NOTES: # DATE DESCRIPTION 1 04.19.2023 Addendum 03. CONCRETE 03.14 CONCRETE SLAB OVER METAL DECK, SEE STRUCTURAL. 04. MASONRY 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 26. ELECTRICAL 26.09 WALL-MOUNTED FIXTURE, SEE ELECTRICAL. 05. METALS 05.09 STEEL PAN TREADS FILLED W/ CONC., UNDERSIDE PAINTED, SEE FINISHES SCHEDULE. 05.10 STEEL STRINGER, PAINTED. SEE STRUCTURAL DRAWINGS AND FINISH LEGEND. 05.11 STEEL HANDRAIL WALL MOUNTED. 1 1/2" O.D. PAINTED, HIGH GLOSS. 36" ABOVE FINISH FLOOR AND TREAD NOSING. SUPPORT BY MFR. STANDARD BRACKETS. PROVIDE SOLID BLOCKING IN WALLS AS REQUIRED. 05.12 STEEL HANDRAIL MOUNTED 36" ABOVE FINISH FLOOR AND TREAD NOSING. 1 1/2" O.D. PAINTED, HIGH GLOSS. SUPPORT BY MFR. STANDARD BRACKETS. 05.13 HANDRAIL RETURN TO FLOOR, CORE DRILL INTO CONCRETE W/ CAP. 05.15 1-1/2" GURADRAIL POST 42" HIGH WELDED TO STRINGER WITH INFILL PANEL, ROUND HOLE, ALUMINUM TYPE 3003-H14, .125 GAUGE, MILL FINISH, 1" HOLES ON 1-1/4" CENTERS, STAGGERED PATTERN, 58% OPEN AREA, SHEET, 48.0000" WIDTH X 120.0000" LENGTH. (MCNICHOLS QUALITY PERFORATED METAL OR APPROVED EQUAL). 08. OPENINGS 08.18 COLUMN WRAP TO MATCH STOREFRONT. scale:A5.1 7 3D STAIR VISUAL REFERENCE scale: 1/4" = 1'-0"A5.1 1 LEVEL 1 ENLARGED STAIR PLAN scale:1/4" = 1'-0"A5.1 2 LEVEL 2 ENLARGED STAIR PLAN scale: 1/4" = 1'-0"A5.1 3 LEVEL 3 ENLARGED STAIR PLAN scale: 1/4" = 1'-0"A5.1 4 ROOF ACCESS PLAN 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 1 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 09.021'-3"4'-0"4'-8" 05.13 05.11 10'-0"3'-5"11'-0"2'-5"11'-0"3'-7"CLEAR HEAD HEIGHT6'-8"09.25 09.25 09.06 09.25 05.10 1"2'-10"6'-8"1"4'-1"8'-8"05.10 05.09 05.09NO GREATER THAN 7"(13) EQ RISER7'-7"3'-0"1'-0"(12) EQ TREADS @ 11"= 11'-0"1'-0"NO GREATER THAN 7"(11) EQ RISER 6'-5"NO GREATER THAN 7"(11) EQ RISER6'-5"3'-0"3'-0"EVENT I.T. / STOR. 135 ENTRANCE LOBBY 102 JAN. 205 STAIR 206 STAIR 315 STAIR 401 PANTRY / STORAGE 319 UNISEX STAFF R.R. 210 STAFF UNISEX R.R. 131 STORAGE / JAN. 314 135 08.06 08.21 8'-0"2'-3"05.17 09.08 1"32°09.06 1 A5.2 D E 3 A5.2 150'-8" 150'-10" DECK BEARING 154'-4" DECK BEARING 154'-10" 134 EVENT I.T. / STOR. 135 STAIR 134 STAIR 206 STAIR 315 STAIR 401 8'-0"T.O.MASONRY DECK BEARING 155'-0 1/2"3'-6"09.25 05.10 2"4'-5"2" 07.19 09.03 09.25 05.12 09.25 11'-0"11'-0"11'-0"09.25 8" 8" 3" 3" 2 9/32" 3'-11" 3'-11" 3'-11" 09.25 07.16 07.26 07.263'-6"EQ EQ 05.15 05.14 7"09.25 05.12 05.10 3'-6"05.15 05.10 08.19 07.27 07.09 07.32 07.05 07.38 07.38 A5.7 5 2 A5.2 F.F. Level 1 100'-0" F.F. Level 2 113'-5" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" 4.5 1'-0"(11) EQ TREADS @ 11"= 10'-1"1'-0" 05.15 05.14 7"3'-6"3'-7"13'-5"13'-5"11'-0"206 315 401 04.11 04.12 1'-0"(11) EQ TREADS @ 11"= 10'-1"1'-0" 4'-7"3" 1'-0"(11) EQ TREADS @ 11"= 10'-1"1'-0" EQEQEQEQEQ EQEQEQEQ EQEQEQEQ NO GREATER THAN 7"(12) EQ RISERS7'-0"NO GREATER THAN 7"(12) EQ RISERS7'-0"NO GREATER THAN 7"(12) EQ RISERS 7'-0"3'-0"05.113'-0"3'-0"3'-0"05.10 09.25 05.09 05.11 04.14 TO MASONRY LANDING 6'-6" TO MASONRY LANDING 4'-9" TO MASONRY LANDING 4'-9" TO MASONRY LANDING 4'-9" MASONRY LANDING 6'-6" 4'-10" TO MASONRY LANDING 4'-10" 141'-5" 05.09 09.25 3'-0"3'-0"150'-8" T.O.MASONRY 06.0907.52 09.06 09.04 09.04 2'-5"2'-5"3'-7"ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:34:07 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 STAIR SECTIONS (134,206,315,401) A5.2 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 04. MASONRY 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.14 PROVIDE BULLNOSED EDGE AT HEAD AND CORNERS IN SEALED HONED BLOCK. 05. METALS 05.09 STEEL PAN TREADS FILLED W/ CONC., UNDERSIDE PAINTED, SEE FINISHES SCHEDULE. 05.10 STEEL STRINGER, PAINTED. SEE STRUCTURAL DRAWINGS AND FINISH LEGEND. 05.11 STEEL HANDRAIL WALL MOUNTED. 1 1/2" O.D. PAINTED, HIGH GLOSS. 36" ABOVE FINISH FLOOR AND TREAD NOSING. SUPPORT BY MFR. STANDARD BRACKETS. PROVIDE SOLID BLOCKING IN WALLS AS REQUIRED. 05.12 STEEL HANDRAIL MOUNTED 36" ABOVE FINISH FLOOR AND TREAD NOSING. 1 1/2" O.D. PAINTED, HIGH GLOSS. SUPPORT BY MFR. STANDARD BRACKETS. 05.13 HANDRAIL RETURN TO FLOOR, CORE DRILL INTO CONCRETE W/ CAP. 05.14 PAINTED PLAIN STEEL HOT ROLLED FLAT BAR FRAME (1-1/4" x .25") ON BOTH SIDES (SANDWICHED). WELDED TO 1-1/2" TUBE STEEL. McNICHOLS QUALITY, OR APPROVED EQUAL. 05.15 1-1/2" GURADRAIL POST 42" HIGH WELDED TO STRINGER WITH INFILL PANEL, ROUND HOLE, ALUMINUM TYPE 3003-H14, .125 GAUGE, MILL FINISH, 1" HOLES ON 1-1/4" CENTERS, STAGGERED PATTERN, 58% OPEN AREA, SHEET, 48.0000" WIDTH X 120.0000" LENGTH. (MCNICHOLS QUALITY PERFORATED METAL OR APPROVED EQUAL). 05.17 CLEARANCE BARRIER UNDER STAIRS. MAX HEIGHT IS 27",SUPPORT CORE DRILL INTO CONCRETE W/ CAP. 07. THERMAL & MOISTURE PROTECTION 07.05 DASHED LINE REPRESENTS CONTINUOUS HIGH TEMP FLEXIBLE MEMBRANE PEAL-&-STICK FLASHING, CCW-705HT CARLISLE OR APPROVED EQUAL. 07.09 EDGE FLASHING, MATCH BUILDING STANDARDS. 07.16 EXTEND SINGLE PLY MEMBRANE UP WALL BEHIND FINISH MATERIAL A MINIMUM OF 24". 07.19 R-13 BATT INSULATION IN 3-5/8" METAL STUD WALL CAVITY. 07.26 EIFS OVER 1-1/2" RIGID INSULATION BOARD, (USE LIQUID-APPLIED VAPOR BARRIER), SEE ELEVATIONS AND WALL SECTIONS. 07.27 PROVIDE BOTTOM DRAINAGE TRACK AT E.I.F.S. 07.32 STANDING SEAM METAL ROOF (MBCI OR APPROVED EQUAL) 07.38 PROVIDE CLOSED CELL SPRAY FOAM (2 LBS/PER CUBIC FT) LOW EXPAND, RUN ALL ELECTRICAL NEED PRIOR TO INSULATING. 07.52 COVER BOARD, OVER POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING. 08. OPENINGS 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 08.19 EXTERIOR 24X24 ACCESS PANEL WITH WEATHER SEAL. INSTALL AT A MINIMUM OF 18" ABOVE ROOF DECK, FIELD VERIFY SIZE WITH LOCATION. 08.21 ROOF ACCESS HATCH. 06. WOODS & PLASTICS 06.09 WOOD STUD FRAMING, SEE STRUCTURAL DRAWINGS. # DATE DESCRIPTION 1 04.19.2023 Addendum scale:1/4" = 1'-0"A5.2 1 STAIR SECTION scale:1/4" = 1'-0"A5.2 2 STAIR CROSS SECTION scale:1/4" = 1'-0"A5.2 3 STAIR SECTION NOTE: PROVIDE STAIRWAY IDENTIFICATION SIGNAGE PER. IBC 1023.9 SEE DETAIL 1/A8.3 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.04 GYP. BD. SOFFIT, PAINTED SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.08 BASE AS SCHEDULE. 09.19 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. 09.25 GYP. BD. COVERING UNDERSIDE OF STAIR. PAINTED TO MATCH STAIRS, SEE FINISH SCHEDULE. 1 98765432122212019181716151413121110F.F. Level 1 100'-0" F.F. Level 1100'-0" F.F. Level 2 113'-5" F.F. Level 2113'-5"9876543216 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"05.173'-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 RISER GREATER THAN 7"(9) EQ RISERS5'-3"NO RISER GREATER THAN 7"(14) EQ RISERS 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 1.74'-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 05.122"5'-0"2"4'-2"05.15 05.15 05.15 6 1/2"09.34 6 A5.3 6 A5.3 5 A5.3 5 A5.3 4 A5.3 4 A5.3 F F E.7 E.7 2.4 2.4 1.7 1.7 1.9 1.9 4'-0"3'-8"1'-0"7'-4" 05.17 4'-0" 05.17 3'-8"5'-7"4'-2" 09.33 05.13 1'-0"2"5'-0"2"ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:34:19 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 GYM STAIR PLANS & SECTIONS A5.3 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION 0"1/2"1"2"4" 0'2'4'8'16'4' 1" REFERENCE NOTES: 03. CONCRETE 03.18 1 1/2" GYPCRETE OVER FLOOR DECKING. 26. ELECTRICAL 26.07 SUSPENDED LIGHT FIXTURE, SEE ELECTRICAL. 05. METALS 05.01 STEEL COLUMN, PAINTED WHERE EXPOSED. SEE STRUCTURAL DRAWINGS. 05.06 BENT PLATE, SEE STRUCTURAL DRAWINGS. 05.09 STEEL PAN TREADS FILLED W/ CONC., UNDERSIDE PAINTED, SEE FINISHES SCHEDULE. 05.10 STEEL STRINGER, PAINTED. SEE STRUCTURAL DRAWINGS AND FINISH LEGEND. 05.12 STEEL HANDRAIL MOUNTED 36" ABOVE FINISH FLOOR AND TREAD NOSING. 1 1/2" O.D. PAINTED, HIGH GLOSS. SUPPORT BY MFR. STANDARD BRACKETS. 05.13 HANDRAIL RETURN TO FLOOR, CORE DRILL INTO CONCRETE W/ CAP. 05.14 PAINTED PLAIN STEEL HOT ROLLED FLAT BAR FRAME (1-1/4" x .25") ON BOTH SIDES (SANDWICHED). WELDED TO 1-1/2" TUBE STEEL. McNICHOLS QUALITY, OR APPROVED EQUAL. 05.15 1-1/2" GURADRAIL POST 42" HIGH WELDED TO STRINGER WITH INFILL PANEL, ROUND HOLE, ALUMINUM TYPE 3003-H14, .125 GAUGE, MILL FINISH, 1" HOLES ON 1-1/4" CENTERS, STAGGERED PATTERN, 58% OPEN AREA, SHEET, 48.0000" WIDTH X 120.0000" LENGTH. (MCNICHOLS QUALITY PERFORATED METAL OR APPROVED EQUAL). 05.16 42" HIGH GURADRAIL FASCIA MOUNT 05.17 CLEARANCE BARRIER UNDER STAIRS. MAX HEIGHT IS 27",SUPPORT CORE DRILL INTO CONCRETE W/ CAP. 08. OPENINGS 08.08 INTERIOR TEMPERED BUTT GLASS SYSTEM ALUMINUM FINISH. COLOR TO MATCH EXTERIOR MULLIONS (DARK BRONZE) (FALKBUILT OR APPROVED EQUAL), WITH CLEAR ACOUSTICAL CAULK. WALLS ABOVE TO BE FULL HEIGHT AND INSULATED WHERE APPLICABLE. 10. SPECIALTIES 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. # DATE DESCRIPTION 1 04.19.2023 Addendum scale: 1/4" = 1'-0"A5.3 4 CROSS SECTION scale: 1/4" = 1'-0"A5.3 5 LANDING CROSS SECTION scale: 1/4" = 1'-0"A5.3 6 GYM STAIR SECTION scale:1/4" = 1'-0"A5.3 GG GYM ENLARGED STAIR PLAN scale:A5.3 Z 3D STAIR VISUAL REFERENCE scale:1/4" = 1'-0"A5.3 S GYM ENLARGED STAIR PLAN 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.26 FINISH FLOOR, SEE FINISH PLAN; OVER 1 1/2" GYPCRETE OVER FLOOR DECKING. 09.33 STAIR TREAD/LANDING FINISH, SEE FINISH SCHEDULE 09.34 PROVIDE LANDING TRIM AND NOSING FLOOR EDGE IN SAME MATERIAL AS STAIR TREADS. 1 1 F.F. Lev el 1 100'-0" F.F. Level 1100'-0" F.F. Lev el 2 113'-5" F.F. Level 2113'-5" F.F. LEVEL 3 126'-10" F.F. LEVEL 3126'-10" DECK BEARI NG 140'-10" DECK BEARING140'-10" UPUP 12111098765432122212019181716151413UPUP 22212019181716151413454443424140393837363534333231302928272625241211109876DN 35343332313029282726254544434241403938373626.09 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'-10 1/2"1'-0"(11) EQ TREADS @ 11"= 10'-1"4'-0" 2" (10) EQ TREADS @ 11"= 9'-2"4'-11" 2"2"1"1 1/2"3'-6"1 1/2"2"2"8"2"4'-0"2"2"9'-0"2"05.17 2 B B A.3 A.3 1.8 3 A5.5 3 A5.5 2 A5.5 2 A5.5 1 A5.5 1 A5.5 6'-5"(11) EQ TREADS @ 11"= 10'-1"4'-0"2" STAIRS 224 SPEECH 6 226 2"4'-0"2"8"2"4'-0"2"(10) EQ TREADS @ 11"= 9'-2"4'-11" 26.09 2249'-4"9'-0"11 3/4" 05.12 05.15 05.11 09.02 05.13 2 B B A.3 1.8 3 A5.5 3 A5.5 2 A5.5 2 A5.5 1 A5.5 1 A5.5 6'-5"(10) EQ TREADS @ 11"= 9'-2"5'-1" 05.12 05.10 05.09 05.13 05.15 5'-0"09.02 2"4'-0"2"8"2"4'-0"2"05.11 09.22 04.11 04.11 9" 2"4'-0"2" 26.14 08.029'-4"2"9'-0"2"05.21 ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:34:28 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 STAIR PLANS & 3D REF. (114,224,332) A5.4 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION 0"1/2"1"2"4" 0'2'4'8'16'4' 1" REFERENCE NOTES: 04. MASONRY 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 26. ELECTRICAL 26.09 WALL-MOUNTED FIXTURE, SEE ELECTRICAL. 26.14 SURFACE MOUNTED LIGHT FIXTURE, COORDINATE POWER LINES THROUGH MASONRY SEE ELECTRICAL. 05. METALS 05.09 STEEL PAN TREADS FILLED W/ CONC., UNDERSIDE PAINTED, SEE FINISHES SCHEDULE. 05.10 STEEL STRINGER, PAINTED. SEE STRUCTURAL DRAWINGS AND FINISH LEGEND. 05.11 STEEL HANDRAIL WALL MOUNTED. 1 1/2" O.D. PAINTED, HIGH GLOSS. 36" ABOVE FINISH FLOOR AND TREAD NOSING. SUPPORT BY MFR. STANDARD BRACKETS. PROVIDE SOLID BLOCKING IN WALLS AS REQUIRED. 05.12 STEEL HANDRAIL MOUNTED 36" ABOVE FINISH FLOOR AND TREAD NOSING. 1 1/2" O.D. PAINTED, HIGH GLOSS. SUPPORT BY MFR. STANDARD BRACKETS. 05.13 HANDRAIL RETURN TO FLOOR, CORE DRILL INTO CONCRETE W/ CAP. 05.15 1-1/2" GURADRAIL POST 42" HIGH WELDED TO STRINGER WITH INFILL PANEL, ROUND HOLE, ALUMINUM TYPE 3003-H14, .125 GAUGE, MILL FINISH, 1" HOLES ON 1-1/4" CENTERS, STAGGERED PATTERN, 58% OPEN AREA, SHEET, 48.0000" WIDTH X 120.0000" LENGTH. (MCNICHOLS QUALITY PERFORATED METAL OR APPROVED EQUAL). 05.17 CLEARANCE BARRIER UNDER STAIRS. MAX HEIGHT IS 27",SUPPORT CORE DRILL INTO CONCRETE W/ CAP. 05.21 METAL STUD TO ALIGN WITH FACE OF MASONRY FOR CONTINUOUS FINISH. 08. OPENINGS 08.02 FIRE-FRAMES HEAT BARRIER STOREFRONT SYSTEM WITH DOOR, (TGP OR APPROVED EQUAL) 1hr (60MIN.) ASSEMBLY MEETS ASTM E119 OR UL 263 scale:A5.4 sa 3D STAIR VISUAL REFERENCE scale:1/4" = 1'-0"A5.4 1 LEVEL 1 STAIR FLOOR PLAN scale:1/4" = 1'-0"A5.4 2 LEVEL 2 STAIR FLOOR PLAN scale: 1/4" = 1'-0"A5.4 3 LEVEL 3 STAIR FLOOR PLAN # DATE DESCRIPTION NOTE: SEE NEXT PAGE FOR STAIR SECTION PROVIDE STAIRWAY IDENTIFICATION SIGNAGE PER. IBC 1023.9 SEE DETAIL 1/A8.3 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.22 PAINTED 5/8" GYP. BD. ADHERED TO WALL. SEE FINISH SCHEDULE. 36 37 38 39 40 41 42 43 44 45 13 14 15 16 17 18 19 20 21 22 B A.3 3 A5.5 2 A5.5 05.10 09.03 09.25 09.25 05.10 2"4'-0" 2" 3" 3'-6" 05.17 2'-3"05.09 8" 05.15 05.12 05.11 05.11 05.15 05.14 3'-6"05.09 09.25 05.10 1'-0"05.15 04.11 09.03 DECK BEARING 140'-3 1/2"10'-1"05.10 04.11 4'-0"2"5'-0" 06.02 F.F. Level 1 100'-0" F.F. Level 2 113'-5" F.F. LEVEL 3 126'-10" DECK BEARING 140'-10" 1.8 1 A5.5 09.02 05.15 05.143'-6"6'-5" 04.11 1'-0" 1'-11"4'-1 1/2"4'-1 1/2"1'-11" 1'-0" 05.13 09.25 05.09 05.10 05.11 1'-11"4'-1 1/2"4'-1 1/2"1'-11"10'-1"2"4'-0"(11) EQ TREADS @ 11"= 10'-1"6'-5" 1'-0" 1'-0"2'-5"11'-0"2'-5"11'-0"STAIR 114 STAIRS 224 STAIR 332 114A 04.11 04.09 04.07 04.11 04.12 09.02 09.02 05.1305.11 09.03 05.07 09.25 NO RISER GREATER THAN 7"(12) EQ RISERS7'-0"2" 4'-0"(11) EQ TREADS @ 11"= 10'-1"NO RISER GREATER THAN 7"(12) EQ RISERS7'-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 A5.511 (EQ) RISERS @ 7" =6'-5"EQEQ 1'-0"(10) EQ TREADS @ 11"= 9'-2"1'-0"4'-1"8'-0"8'-0"11 (EQ) RISERS @ 7" =6'-5"2'-3"05.17 09.25 26.04 STAIR 114 STAIRS 224 STAIR 332 332 224 114B 05.11 05.10 04.11 08.02 04.09 04.07 07.31 07.21 04.11 09.25 6'-5"11'-0"2'-5"11'-0"2'-5"10'-1"5'-3" 6'-5"(10) EQ TREADS @ 11"= 9'-2"5'-1" EQEQ 1'-0" 1'-0" 09.06 7'-0"3'-0"3'-0"HEAD CLEARANCE6'-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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:34:39 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 STAIR SECTIONS (114,224,332) A5.5 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 03. CONCRETE 03.02 CONCRETE SLAB ON GRADE OVER GRANULAR FILL OVER 15 MIL. VAPOR BARRIER, SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR EXPANSION AND CONTROL JOINTS. 04. MASONRY 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.09 12" MASONRY BELOW 8" MASONRY, SEE STRUCTURAL DRAWINGS. SEE WALL SECTIONS. 04.11 SEALED INTERIOR EXPOSED MASONRY (HONED FINISH WHERE EXPOSED TO PUBLIC), "RAKED" GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 26. ELECTRICAL 26.04 6" RECESSED CAN LIGHT, SEE ELECTRICAL. 05. METALS 05.07 METAL STUD FRAMING, SEE WALL LEGEND. VERIFY WITH STRUCTURAL DRAWINGS. 05.09 STEEL PAN TREADS FILLED W/ CONC., UNDERSIDE PAINTED, SEE FINISHES SCHEDULE. 05.10 STEEL STRINGER, PAINTED. SEE STRUCTURAL DRAWINGS AND FINISH LEGEND. 05.11 STEEL HANDRAIL WALL MOUNTED. 1 1/2" O.D. PAINTED, HIGH GLOSS. 36" ABOVE FINISH FLOOR AND TREAD NOSING. SUPPORT BY MFR. STANDARD BRACKETS. PROVIDE SOLID BLOCKING IN WALLS AS REQUIRED. 05.12 STEEL HANDRAIL MOUNTED 36" ABOVE FINISH FLOOR AND TREAD NOSING. 1 1/2" O.D. PAINTED, HIGH GLOSS. SUPPORT BY MFR. STANDARD BRACKETS. 05.13 HANDRAIL RETURN TO FLOOR, CORE DRILL INTO CONCRETE W/ CAP. 05.14 PAINTED PLAIN STEEL HOT ROLLED FLAT BAR FRAME (1-1/4" x .25") ON BOTH SIDES (SANDWICHED). WELDED TO 1-1/2" TUBE STEEL. McNICHOLS QUALITY, OR APPROVED EQUAL. 05.15 1-1/2" GURADRAIL POST 42" HIGH WELDED TO STRINGER WITH INFILL PANEL, ROUND HOLE, ALUMINUM TYPE 3003-H14, .125 GAUGE, MILL FINISH, 1" HOLES ON 1-1/4" CENTERS, STAGGERED PATTERN, 58% OPEN AREA, SHEET, 48.0000" WIDTH X 120.0000" LENGTH. (MCNICHOLS QUALITY PERFORATED METAL OR APPROVED EQUAL). 05.17 CLEARANCE BARRIER UNDER STAIRS. MAX HEIGHT IS 27",SUPPORT CORE DRILL INTO CONCRETE W/ CAP. 07. THERMAL & MOISTURE PROTECTION 07.21 2.6" HUNTER Xci PLY 5/8", (HUNTER BOARD OR APPROVED EQUAL). (R-12) MECHANICALLY FASTEND TO MASONRY PER MFR. REQUIREMENTS. 07.31 METAL SIDING, (MBCI OR APPROVED EQUAL): HORIZONTAL REVERSE ROLLED 7.2 RIBBED WALL PANEL EXPOSED FASTENER, OVER HIGH TEMP. VAPOR BARRIER; SEE ELEVATION FOR COLOR. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.02 FIRE-FRAMES HEAT BARRIER STOREFRONT SYSTEM WITH DOOR, (TGP OR APPROVED EQUAL) 1hr (60MIN.) ASSEMBLY MEETS ASTM E119 OR UL 263 06. WOODS & PLASTICS 06.02 BLOCKING AS REQ'D. NOTE: PROVIDE STAIRWAY IDENTIFICATION SIGNAGE PER. IBC 1023.9 SEE DETAIL 1/A8.3 # DATE DESCRIPTION scale: 1/4" = 1'-0"A5.5 1 STAIR CROSS SECTION scale: 1/4" = 1'-0"A5.5 2 STAIR SECTION scale: 1/4" = 1'-0"A5.5 3 STAIR SECTION 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.06 SUSPENDED ACOUSTICAL CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). 09.25 GYP. BD. COVERING UNDERSIDE OF STAIR. PAINTED TO MATCH STAIRS, SEE FINISH SCHEDULE. NON-GFCIFORPUMPDUPLEXGFCI6 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"CLEAR8'-8"3'-10"2'-0"2'-10"4"2'-0"4'-4" 2 A5.6 2 A5.6 26.23 22.05 14.09 FROM GRIDCMU OFFSET3 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"PIT1'-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" LIPGRATE DEPTH2"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. HOIST BEAM13'-2"26.23 14.04 14.12 14.10 14.10 14.10 05.08 05.26 04.07 04.12 15" MIN.48" MAX.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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:34:47 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 ELEVATOR PLANS, SECTIONS & DETAILS A5.6 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 03. CONCRETE 03.09 DAMP PROOFING ON OUTSIDE FACE OF FOUNDATION WALLS TYPICAL, SEE SPECS. 03.15 CONTRACTOR SHALL PROVIDE A SUMP PIT 2'-0" x 2'-0" x 1'-8". PROVIDE 1" TALL 2'-2" x 2'-2" GALV. STEEL GRATE COVER TO HOLD 300 lbs. SUMP PITS INCLUDING PUMPS AND PIPES MUST BE LOCATED AT A MINIMUM OF 12" FROM RAIL FOOTPRINT, VERIFY LOCATION WITH ELEVATOR EQUIPMENT MANUFACTURER, SEE STRUCTURAL DRAWINGS. 04. MASONRY 04.07 8" MASONRY, SEE STRUCTURAL. SEE WALL SECTIONS AND FINISH LEGEND FOR FINISHES AND COLOR. ALL MASONRY SHALL BE SEALED. SEE SPECS. GROUT TO MATCH ADJACENT BLOCK COLOR. 04.12 SEALED INTERIOR EXPOSED MASONRY (SMOOTH EPOXY FINISH IN BACK OF HOUSE AREAS), STANDARD GROUT JOINT. GROUT COLOR TO MATCH ADJACENT BLOCK. 26. ELECTRICAL 26.23 PIT LIGHTS 4" X 36" LINEAR LIGHT FIXTURE 10FC (SEALED / WATER TIGHT) ("LT") & GFCI BY OTHERS. LOCATE ON REAR WALL NO LESS THAN 32" [813] BELOW BOTTOM LANDING. LIGHT SWITCH TO BE LOCATED 60" ABOVE FINISH FLOOR BY PIT LADDER AND 16" FROM FRONT DOOR. SWITCH TO CONNECT TO TOP FLOOR LIGHTS AND SWITCH. 05. METALS 05.08 METAL DECKING, SEE STRUCTURAL DRAWINGS 05.26 HOIST BEAM, WITH 3" HIGH LETTERING IN COLD GALV. PAINT LABELING 7500 LBS CAPACITY. SEE STRUCTURAL AND ELEVATOR MANUFACTURE REQUIREMENTS. 05.27 G.C. TO PROVIDE STEEL LADDER 8'-0" LONG, TOP OF LADDER 4'-0" ABOVE FINISH FLOOR, BOTTOM OF LADDER INTO THE ELEVATOR PIT. PIT LADDER PAINTED BY GENERAL CONTRACTOR. COORDINATE WITH ELEVATOR MANUFACTURER. 07. THERMAL & MOISTURE PROTECTION 07.01 WHITE 60 MIL. SINGLE PLY MEMBRANE (SEE SPECS) OVER 6" POLYISOCYANURATE INSULATION (2 LAYERS OF 3" WITH STAGGERED JOINTS) R-36, OVER DECKING (SEE STRUCTURAL DRAWINGS). WITH A MINIMUM FIFTEEN (15) YEAR MANUFACTURERâ€™S WARRANTY, MECHANICALLY FASTENED. MINIMUM SLOPE OF 1/4" PER FOOT, SEE SPECS. 07.03 HATCH INDICATES TAPERED INSULATION BOARD AS REQUIRED TO DIRECT WATER TO ROOF DRAINS. INSULATION SLOPE TO BE 1/4" PER FOOT. 22. PLUMBING 22.05 SUMP PUMP DISCHARGE PIPING. PROVIDE GATE VALVE VERIFY LOCATION IN FIELD. PROVIDE SET-ON LABEL OR APPROVED EQUAL TO READ "NON-POTABLE WATER. ELEVATOR SUMP PUMP DISCHARGE". DISCHARGE PIPE TO HAVE A CHECK VALVE, AND SAMPLE PORT. ALL INSTALLATIONS AND ASSOCIATED PIPING TO CONFORM TO LOCAL LICENSING AND REGULATION PER CURRENT CODE. # DATE DESCRIPTION 1 04.19.2023 Addendum scale: 1/4" = 1'-0"A5.6 1 ENLARGED ELEVATOR PLAN scale: 1/4" = 1'-0"A5.6 2 ELEVATOR CROSS SECTION 14. CONVEYING EQUIPMENT 14.01 ELEVATOR, 3100 MRL 3000 lb. FRONT LEFT OPENING, WITH KEY CARD ACCESS. (SCHINDLER OR APPROVED EQUAL). 14.02 ELEVATOR EQUIPMENT PER MANUFACTURE. PROVIDE TW O-WAY EMERGANCY COMMUNITATION AS PER IBC 3001.2. COORDINATE WITH MANUFACTURE ON EXACT LOCATION, (SCHINDLER OR APPROVED EQUAL). 14.04 DASHED LINE REPRESENTS RUFF OPENING COORDINATE WITH MANUFACTURE ON EXACT LOCATION (SCHINDLER OR APPROVED EQUAL). 14.05 ELEVATOR "DOG HOUSE' WRAPPED IN ROOF MEMBRANE, SEE ENLARGED PLANS. 14.06 STAINLESS STEEL SIGN TO SAY, "IN CASE OF FIRE, ELEVATORS ARE OUT OF SERVICE, USE STAIRS." 14.07 STAINLESS STEEL DOOR JAMB AND HEAD FOR ELEVATOR DOOR, COORDINATE DOOR JAMB REQUIREMENTS FOR 3100 MRL SYSTEM CONTROL PANEL WITH ELEVATOR MANUFACTURER. (SCHINDLER OR APPROVED EQUAL) 14.08 ELEVATOR THRESHOLD BY ELEVATOR MANUFACTURER. (SCHINDLER OR APPROVED EQUAL). G.C. TO PROVIDE EMBED FOR ATTACHMENT PER MFR. 14.09 G.C. TO COORDINATE ALL SUPPORTS AND EMBEDS FOR JACK, GUIDE RAIL BRACKETS & BUFFERS WITH ELEVATOR MANUFACTURER, (SCHINDLER OR APPROVED EQUAL). 14.10 PROVIDE TEMPORARY GUARD RAILS AROUND OPENING. 14.12 STAINLESS STEEL ELEVATOR CALL BUTTON WITH KEY-CARD ACCESS. VERIFY REQUIREMENTS WITH ELEVATOR MANUFACTURER. 14.13 ELEVATOR LEVEL INDICATOR LANTERN. scale: 3/4" = 1'-0"A5.6 3 ELEVATOR CAR CONTROL 1 CUSTOM CRL 20GA SS SM CLADDING, BRUSHED STAINLESS FINISH TO MATCH BUILDING STANDARD PAVER OVER EDGE PEDISTAL (DAL TILE OR APPROVED EQ.) BLACK ROOFING MEMBRANE UNDER PAVERS BATT INSULATION (R-38 MIN.) UNDER AREA OF PATIO, FOIL FACED AND SECURED WITH 'STICK CLIPS'. HEAVY GAUGE FLASHING SET IN FULL BEAD SEALANT COLOR TO MATCH FLASHING HEAVY GAUGE FLASHING, SEE ELEVATION. SOFFIT RIGID INSULATION TAPPERED FOR DRAINING DECKING, SEE STRUCTURAL DRAWING LVL , SEE STRUCTURAL DRAWING COVER BOARD DRAINING CONTINUE FLASHING MATCH BASE FINISH FLOOR 5-1/2" BLOCKING, SEE STRUCTURAL DRAWINGS. LIGHT, SEE ELECTRICAL AND RCP.5"6"5"3"1"(1-1/2") MIN.(42" MIN)(36" MIN)1"3 1/2"1"2"1/2" BLOCKING9"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" BLOCKING3 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.(42" MIN)(36" MIN)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 GREATER THAN7" MAX.4" MIN.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 FROM EDGE OF TREAD, TYP.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. SEALANTSTR.REF:1"WALL FRAMINGPAINTED, 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"STR.REF:REF: STR.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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:34:50 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 STAIR & RAILING DETAILS A5.7 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.19.2023 Addendum scale:1 1/2" = 1'-0"A5.7 2 GLASS GUARDRAIL @ OVERHANG DETAIL scale: 1 1/2" = 1'-0"A5.7 1 GLASS GUARDRAIL @ SIDE DETAIL scale: 3" = 1'-0"A5.7 5 GUARDRAIL W/ STUD FURRING UNDER scale: 3" = 1'-0"A5.7 6 14-Stair Tread @ Floor w/ Rubber scale:1 1/2" = 1'-0"A5.7 4 TREAD NOSING TYP. scale: 3" = 1'-0"A5.7 11 HANDRAIL RETURN (TYP.) scale: 1 1/2" = 1'-0"A5.7 7 STRINGER @ WALL DTL. scale: 1 1/2" = 1'-0"A5.7 3 STRINGER / RAILING SECTION scale: 1 1/2" = 1'-0"A5.7 8 STRINGER / RAILING SECTION 1 1 NON-GFCIFORPUMPDUPLEXGFCIA6.1 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 10.064'-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-W7W1 / W7W1-W7F11 C2 - W1 / W7 W1-W7W1 / W7W1-W77'-4"2'-10"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'-10"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 22.146"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'-10"10.06 12.02 09.14 09.03 10.256"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'-10"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 A6.1311'-6"1'-6"1'-6"2'-10"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'-10"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'-10"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'-10"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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:35:24 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 LEVEL 1 R.R. INTERIORS -PLANS & ELEVATIONS A6.1 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: # DATE DESCRIPTION 1 04.19.2023 Addendum 0"1/2"1"2"4" 0'2'4'8'16'4' 1" scale: 1/4" = 1'-0"A6.1 1 TYP. ENLARGED R.R. PLAN scale: 1/4" = 1'-0"A6.1 2 (M)-R.R. ELEV. EAST scale: 1/4" = 1'-0"A6.1 3 (M)-R.R. ELEV. WEST scale: 1/4" = 1'-0"A6.1 4 (M)-R.R. ELEV. EAST scale: 1/4" = 1'-0"A6.1 5 (M)-R.R. ELEV. SOUTH scale: 1/4" = 1'-0"A6.1 6 (M)-R.R. ELEV. WEST scale: 1/4" = 1'-0"A6.1 7 (M)-R.R. ELEV. NORTH scale: 1/4" = 1'-0"A6.1 8 (W)-R.R. ELEV. SOUTH scale: 1/4" = 1'-0"A6.1 9 (W)-R.R. ELEV. WEST scale: 1/4" = 1'-0"A6.1 10 (W)-R.R. ELEV. NORTH scale: 1/4" = 1'-0"A6.1 11 (W)-R.R. ELEV. EAST scale: 1/4" = 1'-0"A6.1 12 (W)-R.R. ELEV. WEST scale: 1/4" = 1'-0"A6.1 13 (W)-R.R. ELEV. EAST scale: 1/4" = 1'-0"A6.1 14 (W)-R.R. ELEV. WEST scale: 1/4" = 1'-0"A6.1 15 (W)-R.R. ELEV. EAST scale:1/4" = 1'-0"A6.1 16 131 ENLARGED R.R. PLAN scale:1/4" = 1'-0"A6.1 17 R.R. 131 ELEV. WEST scale:1/4" = 1'-0"A6.1 18 R.R. 131 ELEV. NORTH scale:1/4" = 1'-0"A6.1 19 R.R. 131 ELEV. EAST scale:1/4" = 1'-0"A6.1 20 R.R. 131 ELEV. SOUTH scale:1/4" = 1'-0"A6.1 21 RM. 123 ENLARGED R.R. PLAN scale:1/4" = 1'-0"A6.1 22 R.R. 123 ELEV. WEST scale:1/4" = 1'-0"A6.1 23 R.R. 123 ELEV. NORTH scale:1/4" = 1'-0"A6.1 24 R.R. 123 ELEV. EAST scale:1/4" = 1'-0"A6.1 25 R.R. 123 ELEV. SOUTH scale:1/4" = 1'-0"A6.1 26 117 ENLARGED R.R. PLAN scale:1/4" = 1'-0"A6.1 27 R.R. 117 ELEV. WEST scale:1/4" = 1'-0"A6.1 28 R.R. 117 ELEV. NORTH scale:1/4" = 1'-0"A6.1 29 R.R. 117 ELEV. EAST scale:1/4" = 1'-0"A6.1 30 R.R. 117 ELEV. SOUTH scale:1/4" = 1'-0"A6.1 31 R.R. 117 ELEV. EAST scale:1/4" = 1'-0"A6.1 32 R.R. 117 ELEV. WEST 09. FINISHES 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.08 BASE AS SCHEDULE. 09.12 ACCENT TILE, SEE FINISH PLAN. 09.13 PROVIDE SCHLUTER (QUADEC IN BRUSHED STAINLESS) TRIM AS CAP TO WAINSCOT AND FOR OUTSIDE CORNERS, TYP. 09.14 PROVIDE SCHLUTER TRIM (DILEX-AHK IN AE SATIN ANODIZED) FOR SANITARY COVE, TYP. 09.16 WALL TILE, COLOR AND SIZE TO MATCH BUILDING RESTROOM STANDARDS. 09.18 PORCELAIN FLOOR TILE - DALTILE, DIGNITARY 12X24 IN COLOR: TBD (CUT TO SLOPE TO DRAIN AS NEEDED) 1/3rd STAGGERED BOND PATTERN. GROUT JOINTS IN FLOOR SHALL ALIGN WITH THOSE IN WALL. 10. SPECIALTIES 10.01 36" LONG STAINLESS-STEEL GRAB BAR @ REAR OF TOILET. BRADLEY PART NO. 8170-00136. 10.02 18" LONG VERTICAL STAINLESS-STEEL GRAB BAR ABOVE 42" SIDE GRAB BAR. BOTTOM OF VERTICAL GRAB BAR TO BE INSTALLED @ 39" A.F.F. SEE RESTROOM ELEVATION 10.03 42" LONG STAINLESS-STEEL GRAB BAR @ SIDE OF TOILET. BRADLEY PART NO. 8170-00142. 10.04 MIRROR, FRAMELESS MIRROR SHALL BE RECESSED TO BE FLUSH WITH WALL TILE. MIRRORS LOCATED ABOVE LAVATORIES, SINKS OR COUNTERS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FLOOR. ANSI 603.3. 10.05 TOUCHLESS PAPER TOWEL DISPENSER/WASTE RECEPTACLE, MODEL B-3974 AND POWER SUPPLY AC ADAPTER PART NO. 3974-57 (BOBRICK OR APPROVED EQUAL) PROVIDED AND INSTALL BY CONTRCTOR VERIFY WITH OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE POWER REQUIREMENTS AND EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.06 TOUCHLESS SOAP DISPENSER. PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.07 DUAL ROLL TISSUE DISPENSER. (BRADLEY MODEL 5224 OR APPROVED EQUAL) PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.08 SEAT PROTECTOR DISPENSER, PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.09 PROVIDE WALL MOUNTED SANITARY WASTE DISPOSAL AT EACH STALL. 10.10 CURTAIN AND ROD. PROVIDED AND INSTALL BY CONTRACTOR VERIFY WITH OWNER. 10.11 INSTALL ADA COMPLIANT STAINLESS-STEEL GRAB BARS IN THE SHOWER. PROVIDE BRACING/BLOCKING IN WALL PER MANUFACTURERS RECOMMENDATION. 10.12 INSTALL WALL HUNG FOLDABLE BENCH, (BOBRICK B-5181 OR APPROVED EQUAL). MEETS ADA REQUIREMENTS, INSTALL SUPPORT BRACING/BLOCKING IN WALL PER MANUFACTURERS RECOMMENDATION. 10.13 HAND SHOWER WITH CONTROL W/ A NON-POSITIVE SHUT-OFF FEATURE. HOSE TO BE 59" MINIMUM IN LENGTH AND MOUNTED ON A VERTICAL BAR INSTALLED SO AS TO NOT OBSTRUCT THE USE OF THE GRAB BARS. 10.14 RESTROOM (MEN'S, WOMEN'S & UNISEX) WALL MOUNTED SIGN WITH ACCESSIBILITY SYMBOL. PROVIDED AND INSTALL BY CONTRACTOR. 10.16 PROVIDE ROBE HOOK AT ADA COMPLIANT HEIGHT. 10.19 TOILET & URINAL PARTITIONS. STAINLESS STEEL WITH SWIRL PATTERN, ATTACH TO FLOOR, CEILING, AND WALLS WHERE POSSIBLE. SEE SPEC. PROVIDE BLOCKING AT ALL CONNECTION POINTS. 10.20 BABY CHANGING STATION, RECESS MOUNTED, KOALA KARE KB310 BABY CHANGING STATION OR APPROVED EQUAL. PROVIDE REQUIRED BACKING. PROVIDED AND INSTALL BY CONTRACTOR VERIFY WITH OWNER. 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. 11. EQUIPMENT 11.15 18" ADJUSTABLE SHELVING, MELAMINE ON 3/4" PARTICLE BOARD, SELF-EDGED ON PROVIDE K-V BRACKETS, WHERE INDICATED TYP. - IN ROOMS WHERE MOISTURE IS PRESENT, PRIME AND PAINT ALL EDGES AND SURFACES THAT ARE EXPOSED. 12. FURNISHINGS 12.02 QUARTZ COUNTERTOP AND 4" SPLASH (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.04 PLASTIC LAMINATE CABINETRY, SEE FINISH SCHEDULE - PROVIDE TOEKICK MATERIAL TO MATCH BASE CABINET, TYP. 12.05 COUNTERTOP APRON, MAINTAIN ADA CLEARANCES TO SINK. 12.06 COUNTERTOP SUPPORT BRACKET. PROVIDE "SPEED BRACE" (OR EQUAL) SUPPORT BRACKETS AT OPEN KNEE SPACE WITH SPANS GREATER THAN 4'-0". 12.08 UPPER CABINET, PLASTIC LAMINATE CABINETS: SEE FINISH SCHEDULE. 22. PLUMBING 22.01 PROVIDE FLOOR DRAIN; SLOPE FLOOR TO DRAIN, 1/8" PER FOOT. TYP. AT ALL DRAIN LOCATIONS. SEE PLUMBING DRAWINGS. 22.11 HAND WASH SINK, SEE PLUMBING DRAWINGS. 22.12 INSULATE EXPOSED PLUMBING PIPES. SEE PLUMBING DRAWINGS. 22.14 TANKLESS, TOUCHLESS, WATER CLOSET, SEE PLUMBING DRAWINGS. 22.15 URINAL W/ FLUSHOMETER. 26. ELECTRICAL 26.09 WALL-MOUNTED FIXTURE, SEE ELECTRICAL. 1 1 22.01 22.14 10.09 10.07 09.184'-0"5'-0"10.14 EQEQA6.2 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'-10"10.06 10.05 26.09 09.14 09.13 09.03 7'-4"09.163'-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 09.147'-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 3273'-11"6"4'-0"12.08 08.06 09.14 09.15 09.12 1'-9" 327 2'-6"1"3'-11"6"4'-0"12.08 09.03 10.02 10.03 09.13 10.09 10.07 22.1409.14 09.16 2'-10"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. SEE INT. ELEV.(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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:35:41 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 LEVEL 2 & 3 R.R. INTERIORS -PLANS & ELEVATIONS A6.2 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: 0"1/2"1"2"4" 0'2'4'8'16'4' 1" # DATE DESCRIPTION 1 04.19.2023 Addendum scale: 1/4" = 1'-0"A6.2 1 203 ENLARGED R.R. PLAN scale: 1/4" = 1'-0"A6.2 2 R.R. 203 ELEV. WEST scale: 1/4" = 1'-0"A6.2 3 R.R. 203 ELEV. NORTH scale: 1/4" = 1'-0"A6.2 4 R.R. 203 ELEV. EAST scale: 1/4" = 1'-0"A6.2 5 R.R. 203 ELEV. SOUTH scale: 1/4" = 1'-0"A6.2 6 210 ENLARGED R.R. PLAN scale: 1/4" = 1'-0"A6.2 7 R.R. 210 ELEV. WEST scale:1/4" = 1'-0"A6.2 8 R.R. 210 ELEV. NORTH scale:1/4" = 1'-0"A6.2 9 R.R. 210 ELEV. EAST scale:1/4" = 1'-0"A6.2 10 R.R. 210 ELEV. SOUTH scale:1/4" = 1'-0"A6.2 11 327 ENLARGED R.R. PLAN scale:1/4" = 1'-0"A6.2 12 R.R. 327 ELEV. WEST scale:1/4" = 1'-0"A6.2 13 R.R. 327 ELEV. NORTH scale:1/4" = 1'-0"A6.2 14 R.R. 327 ELEV. EAST scale:1/4" = 1'-0"A6.2 15 R.R. 327 ELEV. SOUTH 09. FINISHES 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.12 ACCENT TILE, SEE FINISH PLAN. 09.13 PROVIDE SCHLUTER (QUADEC IN BRUSHED STAINLESS) TRIM AS CAP TO WAINSCOT AND FOR OUTSIDE CORNERS, TYP. 09.14 PROVIDE SCHLUTER TRIM (DILEX-AHK IN AE SATIN ANODIZED) FOR SANITARY COVE, TYP. 09.15 INSTALL WALL TILE FULL HEIGHT IN SHOWER. 09.16 WALL TILE, COLOR AND SIZE TO MATCH BUILDING RESTROOM STANDARDS. 09.18 PORCELAIN FLOOR TILE - DALTILE, DIGNITARY 12X24 IN COLOR: TBD (CUT TO SLOPE TO DRAIN AS NEEDED) 1/3rd STAGGERED BOND PATTERN. GROUT JOINTS IN FLOOR SHALL ALIGN WITH THOSE IN WALL. 10. SPECIALTIES 10.01 36" LONG STAINLESS-STEEL GRAB BAR @ REAR OF TOILET. BRADLEY PART NO. 8170-00136. 10.02 18" LONG VERTICAL STAINLESS-STEEL GRAB BAR ABOVE 42" SIDE GRAB BAR. BOTTOM OF VERTICAL GRAB BAR TO BE INSTALLED @ 39" A.F.F. SEE RESTROOM ELEVATION 10.03 42" LONG STAINLESS-STEEL GRAB BAR @ SIDE OF TOILET. BRADLEY PART NO. 8170-00142. 10.04 MIRROR, FRAMELESS MIRROR SHALL BE RECESSED TO BE FLUSH WITH WALL TILE. MIRRORS LOCATED ABOVE LAVATORIES, SINKS OR COUNTERS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FLOOR. ANSI 603.3. 10.05 TOUCHLESS PAPER TOWEL DISPENSER/WASTE RECEPTACLE, MODEL B-3974 AND POWER SUPPLY AC ADAPTER PART NO. 3974-57 (BOBRICK OR APPROVED EQUAL) PROVIDED AND INSTALL BY CONTRCTOR VERIFY WITH OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE POWER REQUIREMENTS AND EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.06 TOUCHLESS SOAP DISPENSER. PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.07 DUAL ROLL TISSUE DISPENSER. (BRADLEY MODEL 5224 OR APPROVED EQUAL) PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.08 SEAT PROTECTOR DISPENSER, PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.09 PROVIDE WALL MOUNTED SANITARY WASTE DISPOSAL AT EACH STALL. 10.14 RESTROOM (MEN'S, WOMEN'S & UNISEX) WALL MOUNTED SIGN WITH ACCESSIBILITY SYMBOL. PROVIDED AND INSTALL BY CONTRACTOR. 10.20 BABY CHANGING STATION, RECESS MOUNTED, KOALA KARE KB310 BABY CHANGING STATION OR APPROVED EQUAL. PROVIDE REQUIRED BACKING. PROVIDED AND INSTALL BY CONTRACTOR VERIFY WITH OWNER. 12. FURNISHINGS 12.08 UPPER CABINET, PLASTIC LAMINATE CABINETS: SEE FINISH SCHEDULE. 22. PLUMBING 22.01 PROVIDE FLOOR DRAIN; SLOPE FLOOR TO DRAIN, 1/8" PER FOOT. TYP. AT ALL DRAIN LOCATIONS. SEE PLUMBING DRAWINGS. 22.11 HAND WASH SINK, SEE PLUMBING DRAWINGS. 22.12 INSULATE EXPOSED PLUMBING PIPES. SEE PLUMBING DRAWINGS. 22.14 TANKLESS, TOUCHLESS, WATER CLOSET, SEE PLUMBING DRAWINGS. 26. ELECTRICAL 26.09 WALL-MOUNTED FIXTURE, SEE ELECTRICAL. 08. OPENINGS 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 1 scale:3" = 1'-0"A6.2 24 TILE BASE-CAP TRANSITION SECTION scale:3" = 1'-0"A6.2 26 TILE OUTSIDE CORNER DTL. PLAN scale:3" = 1'-0"A6.2 25 TILE INSIDE CORNER DTL PLAN A6.3 5 A6.3 4 3'-0"2'-6"(1'-9")7'-10"(1'-9")2'-6"3'-6"2'-9"2'-11" A6.37 2 3 A6.3 6 A6.3 8 2 A6.8 4 A6.8 1 A6.8 1 A6.8 3 A6.8 16'-4"2'-11"2'-3 1/4"6'-0"2'-2 3/4"2'-11"1/2"1/2"135° 2'-6"3'-6" 1'-0" 7'-8"1'-7" 7'-5"1'-9"2'-0"2'-0" 4 A6.8 3 A6.8 A6.8 1 2'-6"3'-0"2'-6"11.06 DASHED LINE TUBE STEEL POST AND LINTEL 1'-0"2'-6"1/2"5'-11"1/2" 2"7'-0"3'-11"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 SPACE9 1/2"3/4"2'-6"2'-6"3'-11"1"3'-0"1'-8"11.06 09.08 8'-8"2'-6"2'-6"3'-11"1"(6) EQ. DOORS 8'-10" 12.03 12.06 KNEE SPACES 12.08 09.081'-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 PAINT LINE11'-0"09.10 06.11 26.05 26.20 12.14 12.02 6'-0"1'-10"6'-0" 12.04 12.08 2'-10"1'-6"3'-8"1 1/2" 3'-0" (3) EQ. DOORS 4'-9 1/2"6'-0"2'-8"2'-6"2'-10"10'-0"09.03 11.06 11.1611'-0"09.10 2'-10"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'-10"2'-0"CLEAR 5'-2" 12.17 12.02 5'-4"2'-10"1'-6"3'-0"6'-0"EQEQEQEQEQEQEQEQEQ 11.23 12.31 12.03 09.08 10.23 2'-8"1'-4"3'-0"2'-10"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'-10"8'-0"110'-0"111'-2"LOW WALL8'-0"PAINT LINE11'-6"09.10 09.30 05.02 06.12 11.05 09.03 22.23 06.14 09.08 110'-0"BROOM / VAC.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'-10"2'-8"2'-6"PAINT LINE11'-6"2'-10"1'-6"3'-8"2'-8"2'-11"2'-9" ON ANGLE 2'-6"3'-0"1"12.01 12.02 6"09.08 12.17 KNEE SPACE KNEE SPACE KNEE SPACE 09.02 12.02 09.30 09.1006.11 6"3'-0"3'-0"3'-0" 6"2'-6"4"12.24 EQ EQ EQ EQ EQ 12.06 12.02 12.0122.16 26.05 06.12 11.10 9'-11" 1'-8"10'-0" 12.30 12.06 4"2'-6"3'-0"1'-8" 12.01 22.23 22.16 09.30 26.07 12.30 2'-5" 2"12.24 06.12 2'-10"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"PAINT LINE11'-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'-10"1'-6"3'-8"8'-0"BROOM / VAC.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 11.161"4'-11"3'-6"8'-5"3'-0 1/2"3'-0 1/2"1'-6 1/4" 7'-9"EQEQEQEQEQEQEQEQEQ3'-8"1'-10"1'-10"EQEQ12.04 12.10 4"8 A6.8 1"4'-11"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"EQEQEQEQEQEQEQEQ4'-11"8'-5"1"3'-6"8 A6.8 12.31 12.03 2'-10"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'-10"1'-6"3'-7"12.02 12.08 12.15 7'-11"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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:36:13 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 MILLWORK ELEVATIONS & ENLARGED PLANS A6.3 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.19.2023 Addendum REFERENCE NOTES: scale: 1/4" = 1'-0"A6.3 1 ENLARGED PLANscale: 1/4" = 1'-0"A6.3 5 RECEPTIONIST MILLWORK scale: 1/4" = 1'-0"A6.3 4 RECEPTIONIST MILLWORK scale: 1/4" = 1'-0"A6.3 3 RECEPTIONIST MILLWORK scale: 1/4" = 1'-0"A6.3 2 RECEPTIONIST MILLWORK scale: 1/4" = 1'-0"A6.3 7 RECEPTIONIST MILLWORK scale: 1/4" = 1'-0"A6.3 6 RECEPTIONIST MILLWORK scale: 1/4" = 1'-0"A6.3 8 RECEPTIONIST MILLWORK scale: 1/4" = 1'-0"A6.3 11 RM.-107-MILLWORK ELEV. scale: 1/4" = 1'-0"A6.3 9 RM.-107-MILLWORK ELEV. scale: 1/4" = 1'-0"A6.3 10 RM.-107-MILLWORK ELEV. scale: 1/4" = 1'-0"A6.3 12 KIDS CUBBIES MILLWORK ELEV. scale: 1/4" = 1'-0"A6.3 13 RM.-110-MILLWORK ELEV. scale: 1/4" = 1'-0"A6.3 14 RM.-110-MILLWORK ELEV. scale:1/4" = 1'-0"A6.3 15 RM.-110-MILLWORK ELEV. scale:1/4" = 1'-0"A6.3 16 RM.-111-MILLWORK ELEV. scale:1/4" = 1'-0"A6.3 17 RM.-115-MILLWORK ELEV. scale:1/4" = 1'-0"A6.3 18 RM.-115-MILLWORK ELEV. scale:1/4" = 1'-0"A6.3 19 RM.-116-MILLWORK ELEV. scale: 1/4" = 1'-0"A6.3 20 118-ADL-KITCHEN MIL. ELEV. scale: 1/4" = 1'-0"A6.3 21 118-ADL-KITCHEN MIL. ELEV. scale: 1/4" = 1'-0"A6.3 22 118-ADL-ISLAND MIL. ELEV. scale: 1/4" = 1'-0"A6.3 25 118-ADL-ISLAND MIL. ELEV. scale: 1/4" = 1'-0"A6.3 24 118-ADL-ISLAND MIL. ELEV. scale: 1/4" = 1'-0"A6.3 23 118-ADL-ISLAND MIL. ELEV. scale: 1/4" = 1'-0"A6.3 26 118-ADL-KITCHEN MIL. ELEV. scale: 1/4" = 1'-0"A6.3 27 PANTRY MIL. ELEV. scale: 1/4" = 1'-0"A6.3 28 PANTRY MIL. ELEV. scale: 1/4" = 1'-0"A6.3 29 PANTRY MIL. ELEV. scale: 1/4" = 1'-0"A6.3 30 MILLWORK ELEV. 05. METALS 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 06. WOODS & PLASTICS 06.11 WOOD JOIST, PAINTED WHERE EXPOSED UNLESS NOTED OTHERWISE, SEE RCP FINISHES, SEE STRUCTURAL DRAWINGS FOR SIZE AND DETAILS. 06.12 WOOD TRUSS / JOIST. SEE STRUCTURAL PLAN. 06.14 DO NOT PAINT ALL EXPOSED STRUCTURAL GLU-LAM BEAM, SEE STRUCTURAL DRAWINGS FOR LOCATION. FINISH TO BE CLEAR COAT OVER (COLOR: CABOT STAINS, 19400 AUSTRALIAN TIMBER NATURAL) 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.08 BASE AS SCHEDULE. 09.10 DASHED LINE REPRESENTS TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE. LINE PAINTED PNT-2. WALL BELOW LINE PAINTED FIELD COLOR / ACCENT COLORS, SEE FINSH PLAN. 09.12 ACCENT TILE, SEE FINISH PLAN. 09.13 PROVIDE SCHLUTER (QUADEC IN BRUSHED STAINLESS) TRIM AS CAP TO WAINSCOT AND FOR OUTSIDE CORNERS, TYP. 09.30 SUSPENDED CEILING PANELS (ARMSTRONG OR APPROVED EQUAL). SEE LEGEND. 10. SPECIALTIES 10.23 AUTOMATIC TOWEL DISPENSER - GEORGIA PACIFIC "ENMOTION" OR APPROVED EQUAL. PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.25 3X3 STAINLESS STEEL (L) CORNER GUARD OR (U) SHAPED STAINLESS STEEL CORNER GUARD, 5'-0" TALL TYP. WHERE CORNER GUARD MEETS TILE, GUARD TO END AT THE TOP OF TILE. PROVIDE CONTINUOUS CAULK BETWEEN THE CORNER GUARD AND FLOORING / ADJACENT TILE BASE. 10.32 QUARTET 4'X8' WALL MOUNTED PORCELAIN MAGNETIC DRY-ERASE BD. WITH ALUM. FRAME AND 6" ALUM. TRAY TO BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. CONTRACTOR TO SUPPLY FIRE-RETARDANT BACKING AS REQD. 11. EQUIPMENT 11.05 FULL SIZE FRIDGE, SHALL BE EQUIPPED WITH ICE/W ATER VERIFY SIZE WITH OWNER. SEE PLUMBING PLANS. 11.06 CONTRACTOR TO VERIFY WITH OWNERS REP. FOR FURNITURE OR EQUIPMENT, CONTRACTOR TO INSTILL AS REQUIRED. VERIFY SIZE & ELECTRICAL AND/OR PLUMBING REQUIREMENTS W/ OWNER. 11.08 MICROWAVE, N.I.C. - VERIFY SIZE OF OWNER PROVIDED APPLIANCE PRIOR TO FABRICATION. 11.09 FILING CABINET, TO BE LOCKABLE. 11.10 FURNITURE AND EQUIPMENT, N.I.C., TYP. 11.16 HAFELE WASTE BIN PULL-OUT (2)52QT BINS MODEL#502.56.242 OR APPROVED EQUAL. PROVIDE 11.22 STANDARD STOVE TOP AND OVEN COMBO. 11.23 DASHED LINES REPRESENTS COAT HOOK/HANGER PROVIDE SHELVING ABOVE HANGERS. MELAMINE ON 3/4" PARTICLE BOARD, SELF-EDGED ON PROVIDE K-V BRACKETS, WHERE INDICATED TYP. 12. FURNISHINGS 12.01 QUARTZ COUNTERTOP (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.02 QUARTZ COUNTERTOP AND 4" SPLASH (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.03 PROVIDE PLASTIC LAMINATE COUNTERTOP, COLOR: AS SELECTED BY OWNER. 12.04 PLASTIC LAMINATE CABINETRY, SEE FINISH SCHEDULE - PROVIDE TOEKICK MATERIAL TO MATCH BASE CABINET, TYP. 12.05 COUNTERTOP APRON, MAINTAIN ADA CLEARANCES TO SINK. 12.06 COUNTERTOP SUPPORT BRACKET. PROVIDE "SPEED BRACE" (OR EQUAL) SUPPORT BRACKETS AT OPEN KNEE SPACE WITH SPANS GREATER THAN 4'-0". 12.07 P-LAM COUNTERTOP APRON, MAINTAIN ADA CLEARANCES TO SINK. 12.08 UPPER CABINET, PLASTIC LAMINATE CABINETS: SEE FINISH SCHEDULE. 12.10 MILLWORK OPEN CUBBIES, 18" DEEP, PLASTIC LAMINATE CABINETS: SEE FINISH SCHEDULE. 12.11 EXTRA DEEP FULL HEIGHT PLASTIC LAMINATE CABINETRY, SEE FINISH SCHEDULE 12.13 MAIL DISTRIBUTION SORTER, VERIFY SIZE WITH TENANT. FINISH TO MATCH CABINETRY. 12.14 COUNTERTOP TO HAVE OPENING FOR WASTE AND SHREDDER, VERIFY SIZE & ELECTRICAL REQUIREMENTS W/ OWNER PROVIDED EQUIPMENT. 12.15 LOCKABLE MILLWORK. 12.16 FULL HEIGHT CABINETRY, SEE FINISH SCHEDULE. 12.17 MILLWORK END PANEL. COLOR TO MATCH ADJACENT CABINETS. 12.18 TYPICAL BOX/BOX/FILE DRAWER PEDESTAL. PROVIDE KEYED LOCK ON BOTTOM FILE DRAWER, TYP. ENSURE THAT DRAWER WIDTH WILL ACCOMMODATE STANDARD HANGING FILE FOLDERS, TYP. VERIFY WITH OWNER WHICH CABINETS GET LOCKS. 12.19 THIS CABINET SHALL BE EQUIPPED WITH 10" STAINLESS STEEL GROMMET FOR TRASH / LINEN DROP AT THIS LOCATION. CONFIRM LOCATION WITH TENANT PRIOR TO FIELD CUTTING. 12.24 3/4" LAMINATE OVER BLACK BACKING WITH 1/2" REVEAL. 12.27 EMPLOYEE LOCKER/STORAGE LOCKABLE, SEE INTERIOR ELEVATIONS AND FINISH SCHED. 12.30 QUARTZ TRANSITION TOP WATERFALL EDGE AT ENDS, SUPPORT AS NEEDED. 12.31 PLASTIC LAMINATE CABINETRY OPEN. EXTERIOR FINISH AND INTERIOR FINISH MATCH, SEE FINISH SCHEDULE TYP. 22. PLUMBING 22.11 HAND WASH SINK, SEE PLUMBING DRAWINGS. 22.16 STAINLESS STEEL UNDERMOUNT SINK/FAUCET/DISPOSAL, WHERE APPLICABLE VERIFY WITH CABINET CLEARANCES (12" DIAMETER DISPOSAL WILL FIT) IF DISCREPANCIES CONTACT ARCHITECT, SEE MECH., PLUMB & ELEC. 22.20 DRINKING FOUNTAIN, (ELKAY) HIGH LOW WITH BOTTLE FILLER, SEE PLUMBING DRAWINGS. 22.23 DISH WASHER VERIFY SIZE OF OWNER; CONTRACTOR INSTALLED APPLIANCE. TO ENSURE CABINET OPENING WILL ACCOMMODATE APPLIANCE. SEE PLUMBING. 26. ELECTRICAL 26.05 LIGHT FIXTURE, SEE ELECTRICAL. 26.07 SUSPENDED LIGHT FIXTURE, SEE ELECTRICAL. 26.20 COORDINATE OUTLETS WITH MILLWORK FOR OWNER PROVIDED EQUIPMENT. 1 1 1 1 1 08. OPENINGS 08.12 COMMERCIAL SLIDING RECEPTION/SERVICE WINDOW, (A CUTTING EDGE OR APPROVED EQUAL). 1 1 PAINT LINE11'-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 PAINT LINE11'-0"09.10 2'-6"3'-8" VERIFY w/ SINK 4'-2" 05.25 1'-7"1'-7" 22.19 12.02 10.23 09.03 12.04 12.10 06.11 26.06 9'-0" 11'-1" 09.08 10.05 09.16 22.20 22.11 22.12 10.04 3'-0"3'-4"2'-10"09.13 5'-0"09.03 5'-0"2'-10"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'-10"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'-10"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'-10"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 09.0822.03 09.03 5'-0"10.15 09.16 PAINT LINE11'-0"11.19 11.01 26.05 10'-0" 09.10 09.083'-0"2'-6"2'-10"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 SPACE7'-4"12.18 12.081"5'-7"1'-10"2'-6"KNEE SPACE 12.03 09.08 09.08 08.06 11.21 TYP. 5'-0" 1'-3"3'-9"2'-10"2'-6"2'-7"1"2'-10"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'-10"4'-7"1"EQEQEQ3'-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 EQEQEQEQ3'-0"1'-3"1'-10"2'-6"1'-10"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'-10"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 PAINT LINE11'-0"26.06 10'-0" 09.10 06.12 3'-0"3'-0" (8) EQ. DOORS 12'-0"2'-8"2'-6"2'-10"12.07 10.23 10.06 12.16 3'-8"1'-6"2'-10"(12) EQ. DOORS 18'-0" 08.06 8'-0"6'-0" 09.08PAINT LINE11'-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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:36:33 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 MILLWORK ELEVATIONS A6.4 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: # DATE DESCRIPTION 1 04.19.2023 Addendum scale:1/4" = 1'-0"A6.4 1 RM.-120-MILLWORK ELEV. scale:1/4" = 1'-0"A6.4 2 RM.-120-MILLWORK ELEV. scale:1/4" = 1'-0"A6.4 3 GYM DRINKING FOUNTAIN scale:1/4" = 1'-0"A6.4 4 DRINKING FOUNTAIN scale:1/4" = 1'-0"A6.4 5 EVENT CENTER FIREPLACE scale: 1/4" = 1'-0"A6.4 8 RM.-139-MIL ELEV. scale: 1/4" = 1'-0"A6.4 9 RM.-139-MIL ELEV. scale: 1/4" = 1'-0"A6.4 10 RM.-139-MIL ELEV. scale: 1/4" = 1'-0"A6.4 7 TYP. JANITOR SINK scale:1/4" = 1'-0"A6.4 6 TYP. JANITOR SINK scale: 1/4" = 1'-0"A6.4 11 201-FIRE PLACE ELEV. scale: 1/4" = 1'-0"A6.4 12 FAMILY RM. MIL. ELEV. scale:1/4" = 1'-0"A6.4 13 SPEECH MIL. ELEV. (TYP.) scale:1/4" = 1'-0"A6.4 14 PRINTER STATION MILLWORK scale:1/4" = 1'-0"A6.4 15 SPEECH MIL. ELEV. scale:1/4" = 1'-0"A6.4 16 223-SPEECH MIL. ELEV. scale:1/4" = 1'-0"A6.4 17 PRINTER STATION MIL. scale:1/4" = 1'-0"A6.4 18 220-NORTH MIL. ELEV.scale:1/4" = 1'-0"A6.4 19 220-SOUTH MIL. ELEV. 05. METALS 05.02 STRUCTURAL BEAM/JOIST/GIRDER, PAINTED SEE FINISH LEGEND AND SEE STRUCTURAL DRAWINGS. 05.25 PAINTED POST AND BEAMS, POST, (4 QTY.) 2X2X5/16" WELDED TO 1/4" BASE PLATE ANCHORED TO FLOOR. BEAMS, (3 QTY.) 1-1/2"X3"X5/16" TUBE STEEL BEAM TO SUPPORT COUNTERTOP. 05.28 ROOF ACCESS LADDER. SEE DETAILS 3,4,5/A8.3 PAINTED TO MATCH BUILDING. 06. WOODS & PLASTICS 06.11 WOOD JOIST, PAINTED WHERE EXPOSED UNLESS NOTED OTHERWISE, SEE RCP FINISHES, SEE STRUCTURAL DRAWINGS FOR SIZE AND DETAILS. 06.12 WOOD TRUSS / JOIST. SEE STRUCTURAL PLAN. 06.14 DO NOT PAINT ALL EXPOSED STRUCTURAL GLU-LAM BEAM, SEE STRUCTURAL DRAWINGS FOR LOCATION. FINISH TO BE CLEAR COAT OVER (COLOR: CABOT STAINS, 19400 AUSTRALIAN TIMBER NATURAL) 09. FINISHES 09.02 WINDOW SILLS SHALL BE FINISHED WITH PAINTED GYP. BD. RETURN TO WINDOW FRAME. PROVIDE 1/2" SOLID SURFACE SILL IN (CORIAN OR APPROVED EQUAL) COLOR: CAMEO WHITE, SEE DETAIL 1/A1.1e 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.08 BASE AS SCHEDULE. 09.10 DASHED LINE REPRESENTS TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE. LINE PAINTED PNT-2. WALL BELOW LINE PAINTED FIELD COLOR / ACCENT COLORS, SEE FINSH PLAN. 09.13 PROVIDE SCHLUTER (QUADEC IN BRUSHED STAINLESS) TRIM AS CAP TO WAINSCOT AND FOR OUTSIDE CORNERS, TYP. 09.16 WALL TILE, COLOR AND SIZE TO MATCH BUILDING RESTROOM STANDARDS. 10. SPECIALTIES 10.04 MIRROR, FRAMELESS MIRROR SHALL BE RECESSED TO BE FLUSH WITH WALL TILE. MIRRORS LOCATED ABOVE LAVATORIES, SINKS OR COUNTERS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FLOOR. ANSI 603.3. 10.05 TOUCHLESS PAPER TOWEL DISPENSER/WASTE RECEPTACLE, MODEL B-3974 AND POWER SUPPLY AC ADAPTER PART NO. 3974-57 (BOBRICK OR APPROVED EQUAL) PROVIDED AND INSTALL BY CONTRCTOR VERIFY WITH OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE POWER REQUIREMENTS AND EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.06 TOUCHLESS SOAP DISPENSER. PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.15 JANITORIAL BROOM/MOP HOLDER, PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 10.23 AUTOMATIC TOWEL DISPENSER - GEORGIA PACIFIC "ENMOTION" OR APPROVED EQUAL. PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 11. EQUIPMENT 11.01 PROVIDE POWER AND DATA FOR WALL MOUNTED TV. EQUIPMENT PROVIDED BY TENANT. CONTRACTOR SHALL ENSURE THAT WALL IS EQUIPPED WITH BACKING TO SUPPORT TV AND MOUNTING BRACKET. COORDINATE HEIGHT WITH OWNER. 11.06 CONTRACTOR TO VERIFY WITH OWNERS REP. FOR FURNITURE OR EQUIPMENT, CONTRACTOR TO INSTILL AS REQUIRED. VERIFY SIZE & ELECTRICAL AND/OR PLUMBING REQUIREMENTS W/ OWNER. 11.08 MICROWAVE, N.I.C. - VERIFY SIZE OF OWNER PROVIDED APPLIANCE PRIOR TO FABRICATION. 11.16 HAFELE WASTE BIN PULL-OUT (2)52QT BINS MODEL#502.56.242 OR APPROVED EQUAL. PROVIDE 11.19 FIREPLACE, SEE PLUMBING AND MECHANICAL DRAWINGS. VERIFY WITH MFR. FOR WALL THICKNESS AND MOUNTING HEIGHTS. 11.21 DASHED LINES REPRESENTS ADJUSTABLE SHELVING. PROVIDE COAT HOOK/HANGER BEHIND DOOR, MELAMINE ON 3/4" PARTICLE BOARD, SELF-EDGED ON PROVIDE K-V BRACKETS, WHERE INDICATED TYP. 11.27 10" ADJUSTABLE SHELVING, MELAMINE ON 3/4" PARTICLE BOARD, SELF-EDGED ON PROVIDE K-V BRACKETS, WHERE INDICATED TYP. - PROVIDE 5 SHELVES. 12. FURNISHINGS 12.02 QUARTZ COUNTERTOP AND 4" SPLASH (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.03 PROVIDE PLASTIC LAMINATE COUNTERTOP, COLOR: AS SELECTED BY OWNER. 12.04 PLASTIC LAMINATE CABINETRY, SEE FINISH SCHEDULE - PROVIDE TOEKICK MATERIAL TO MATCH BASE CABINET, TYP. 12.05 COUNTERTOP APRON, MAINTAIN ADA CLEARANCES TO SINK. 12.06 COUNTERTOP SUPPORT BRACKET. PROVIDE "SPEED BRACE" (OR EQUAL) SUPPORT BRACKETS AT OPEN KNEE SPACE WITH SPANS GREATER THAN 4'-0". 12.07 P-LAM COUNTERTOP APRON, MAINTAIN ADA CLEARANCES TO SINK. 12.08 UPPER CABINET, PLASTIC LAMINATE CABINETS: SEE FINISH SCHEDULE. 12.10 MILLWORK OPEN CUBBIES, 18" DEEP, PLASTIC LAMINATE CABINETS: SEE FINISH SCHEDULE. 12.14 COUNTERTOP TO HAVE OPENING FOR WASTE AND SHREDDER, VERIFY SIZE & ELECTRICAL REQUIREMENTS W/ OWNER PROVIDED EQUIPMENT. 12.16 FULL HEIGHT CABINETRY, SEE FINISH SCHEDULE. 12.17 MILLWORK END PANEL. COLOR TO MATCH ADJACENT CABINETS. 12.18 TYPICAL BOX/BOX/FILE DRAWER PEDESTAL. PROVIDE KEYED LOCK ON BOTTOM FILE DRAWER, TYP. ENSURE THAT DRAWER WIDTH WILL ACCOMMODATE STANDARD HANGING FILE FOLDERS, TYP. VERIFY WITH OWNER WHICH CABINETS GET LOCKS. 12.28 STAINLESS-STEEL (16 GA.) COUNTERTOP. 12.31 PLASTIC LAMINATE CABINETRY OPEN. EXTERIOR FINISH AND INTERIOR FINISH MATCH, SEE FINISH SCHEDULE TYP. 12.33 MILLWORK BUILT-IN. VERIFY WITH OWNER THE NUMBER OF SHELVES AND SPACING FOR EQUIPMENT SIZES. FINISH TO MATCH CABINETRY. 22. PLUMBING 22.03 FLOOR MOUNTED JANITOR SERVICE SINK. WET WALLS ARE TO HAVE TILE WAINSCOTING 4'-0" A.F.F. REFER TO PLUMBING DRAWINGS. 22.11 HAND WASH SINK, SEE PLUMBING DRAWINGS. 22.12 INSULATE EXPOSED PLUMBING PIPES. SEE PLUMBING DRAWINGS. 22.16 STAINLESS STEEL UNDERMOUNT SINK/FAUCET/DISPOSAL, WHERE APPLICABLE VERIFY WITH CABINET CLEARANCES (12" DIAMETER DISPOSAL WILL FIT) IF DISCREPANCIES CONTACT ARCHITECT, SEE MECH., PLUMB & ELEC. 22.19 THREE COMPARTMENT STAINLESS STEEL SURFACE MOUNT SINK/FAUCET, (2) SHALLOW SINKS AND ONE DEEP SINK, SEE PLUMB. & ELEC. 22.20 DRINKING FOUNTAIN, (ELKAY) HIGH LOW WITH BOTTLE FILLER, SEE PLUMBING DRAWINGS. 26. ELECTRICAL 26.05 LIGHT FIXTURE, SEE ELECTRICAL. 26.06 SUSPENDED LINEAR LIGHT FIXTURE, SEE ELECTRICAL. 26.07 SUSPENDED LIGHT FIXTURE, SEE ELECTRICAL. 26.09 WALL-MOUNTED FIXTURE, SEE ELECTRICAL. 26.20 COORDINATE OUTLETS WITH MILLWORK FOR OWNER PROVIDED EQUIPMENT. 26.24 5" RECESSED WAY FINDING LIGHT, LNR-05076 (KIRLIN OR APPROVED EQ.) 04. MASONRY 04.15 STONE VENEER, SEE ELEVATION MATERIAL LEGEND. 08. OPENINGS 08.01 ALUMINUM STOREFRONT SYSTEM, TRIFAB 451T (KAWNEER OR APPROVED EQUAL). COLOR FINISH TO BE DARK BRONZE. THERMALLY BROKEN FRAME, SEE WINDOW SCHEDULE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 08.06 SCHEDULED DOORS, SEE DOOR SCHEDULE. 08.14 MANUAL PUSH-UP INSULATED LOCKABLE COUNTER DOOR (CORNELL IRON WORKS - MODEL ESC30 OR APPROVED EQUAL). 1 1 2'-0"3'-0"5'-0"3'-0"EQEQEQEQEQEQEQEQ1'-6"1'-6"2'-0"3'-0"BROOM / VAC.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"EQEQEQEQEQEQEQEQEQEQEQEQ12.04 12.03EQEQ12.10 11.14 22.25 F.V. PER EQP. 4'-2"8'-0" 1'-6"3'-3"1'-3"2'-0"EQEQEQEQEQEQEQEQEQEQEQEQEQEQ12.04 09.08 12.10 3'-0"6"05.3411'-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 PAINT LINE11'-0"09.10 328A11.05 10.23 12.08 12.04 8'-0"10'-0"3'-6"1'-8"2'-10"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"PAINT LINE11'-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 324A3'-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'-11"11.168'-5"(6) EQ. DOORS 8'-9"8'-5"12.165'-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'-10"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'-10"1'-6"3'-0"09.08 12.04 12.03 10.23 12.08 22.112'-0"2'-6"1'-6"2'-6" 4'-0" 1'-11 1/2"3'-0" 12.08 2'-0"2'-6"2'-10"2'-10"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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:36:46 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 MILLWORK ELEVATIONS A6.5 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION REFERENCE NOTES: # DATE DESCRIPTION 1 04.19.2023 Addendum scale: 1/4" = 1'-0"A6.5 1 RM.-319-MIL. ELEV. scale: 1/4" = 1'-0"A6.5 2 RM.-319-MIL. ELEV. scale: 1/4" = 1'-0"A6.5 3 RM.-319-MIL. ELEV. scale: 1/4" = 1'-0"A6.5 5 RM.-320-MIL. ELEV. scale:1/4" = 1'-0"A6.5 6 RM.-320-MIL. ELEV.scale: 1/4" = 1'-0"A6.5 7 RM.-320-ISLAND MIL. ELEV. scale: 1/4" = 1'-0"A6.5 8 RM.-320-ISLAND MIL. ELEV. scale: 1/4" = 1'-0"A6.5 9 RM.-320-ISLAND MIL. ELEV. scale: 1/4" = 1'-0"A6.5 10 RM.-320-ISLAND MIL. ELEV. scale:1/4" = 1'-0"A6.5 4 RM.-320-MIL. ELEV. scale: 1/4" = 1'-0"A6.5 11 RM.-324-MIL. ELEV. scale: 1/4" = 1'-0"A6.5 12 MILLWORK ELEV. (TYP.) scale: 1/4" = 1'-0"A6.5 13 RM.-329-MIL. ELEV. scale: 1/4" = 1'-0"A6.5 14 RM.-329-MIL. ELEV. scale: 1/4" = 1'-0"A6.5 15 MILLWORK ELEV. scale: 1/4" = 1'-0"A6.5 16 RM.-312-MIL. ELEV. scale: 1/4" = 1'-0"A6.5 17 OFFICE MIL. ELEV. (TYP.) scale: 1/4" = 1'-0"A6.5 18 RM.-304-MIL. ELEV. 05. METALS 05.34 2" DIA. METAL PIPE FOOT REST BLACK. 05.35 2" x 2" TUBE STEEL COUNTERTOP SUPPORT. 06. WOODS & PLASTICS 06.16 3-1/2" BUTCHER BLOCK COUNTERTOP. THICK PROTECTIVE CLEAR COAT LAYER. 09. FINISHES 09.03 PAINTED 5/8" GYP. BD. SEE FINISH SCHEDULE. 09.08 BASE AS SCHEDULE. 09.10 DASHED LINE REPRESENTS TRANSITION BETWEEN WALL COLOR AND EXPOSED STRUCTURE ABOVE. LINE PAINTED PNT-2. WALL BELOW LINE PAINTED FIELD COLOR / ACCENT COLORS, SEE FINSH PLAN. 09.12 ACCENT TILE, SEE FINISH PLAN. 10. SPECIALTIES 10.23 AUTOMATIC TOWEL DISPENSER - GEORGIA PACIFIC "ENMOTION" OR APPROVED EQUAL. PROVIDED AND INSTALL BY OWNER CONTRACTED CLEANING SERVICE. CONTRACTOR COORDINATE EQUIPMENT NEEDS FOR BLOCKING AND INSTALLATION REQUIREMENTS WITH OWNER CONTRACTED CLEANING SERVICE. 11. EQUIPMENT 11.05 FULL SIZE FRIDGE, SHALL BE EQUIPPED WITH ICE/W ATER VERIFY SIZE WITH OWNER. SEE PLUMBING PLANS. 11.06 CONTRACTOR TO VERIFY WITH OWNERS REP. FOR FURNITURE OR EQUIPMENT, CONTRACTOR TO INSTILL AS REQUIRED. VERIFY SIZE & ELECTRICAL AND/OR PLUMBING REQUIREMENTS W/ OWNER. 11.08 MICROWAVE, N.I.C. - VERIFY SIZE OF OWNER PROVIDED APPLIANCE PRIOR TO FABRICATION. 11.09 FILING CABINET, TO BE LOCKABLE. 11.11 COUNTERTOP ICE/BEVERAGE DISPENSER, (LANCER OR APPROVED EQUAL) VERIFY SIZE OF OWNER PROVIDED, CONTRACTOR INSTALLED APPLIANCE. ALL BAG-IN-BOX, WATER FILTRATION SYSTEMS AND CO2 CANISTER NEED TO BE STORED ON OPPOSITE SIDE OF WALL. INSTALL PER MANUFACTURERS RECOMMENDATIONS. 11.14 BAG-IN-BOX LOCATION FOR SODA MACHINE INSIDE CABINET VERIFY NUMBER WITH OWNER PROVIDED EQUIPMENT. 11.16 HAFELE WASTE BIN PULL-OUT (2)52QT BINS MODEL#502.56.242 OR APPROVED EQUAL. PROVIDE 11.17 CUP DISPENSER (3) LOCATION. 12. FURNISHINGS 12.01 QUARTZ COUNTERTOP (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.02 QUARTZ COUNTERTOP AND 4" SPLASH (WHERE INDICATED), PROVIDE EASED EDGES, TYP. SEE SCHEDULE FOR SPEC. AND SEE INTERIOR ELEVATIONS. 12.03 PROVIDE PLASTIC LAMINATE COUNTERTOP, COLOR: AS SELECTED BY OWNER. 12.04 PLASTIC LAMINATE CABINETRY, SEE FINISH SCHEDULE - PROVIDE TOEKICK MATERIAL TO MATCH BASE CABINET, TYP. 12.06 COUNTERTOP SUPPORT BRACKET. PROVIDE "SPEED BRACE" (OR EQUAL) SUPPORT BRACKETS AT OPEN KNEE SPACE WITH SPANS GREATER THAN 4'-0". 12.08 UPPER CABINET, PLASTIC LAMINATE CABINETS: SEE FINISH SCHEDULE. 12.10 MILLWORK OPEN CUBBIES, 18" DEEP, PLASTIC LAMINATE CABINETS: SEE FINISH SCHEDULE. 12.11 EXTRA DEEP FULL HEIGHT PLASTIC LAMINATE CABINETRY, SEE FINISH SCHEDULE 12.14 COUNTERTOP TO HAVE OPENING FOR WASTE AND SHREDDER, VERIFY SIZE & ELECTRICAL REQUIREMENTS W/ OWNER PROVIDED EQUIPMENT. 12.16 FULL HEIGHT CABINETRY, SEE FINISH SCHEDULE. 12.17 MILLWORK END PANEL. COLOR TO MATCH ADJACENT CABINETS. 12.18 TYPICAL BOX/BOX/FILE DRAWER PEDESTAL. PROVIDE KEYED LOCK ON BOTTOM FILE DRAWER, TYP. ENSURE THAT DRAWER WIDTH WILL ACCOMMODATE STANDARD HANGING FILE FOLDERS, TYP. VERIFY WITH OWNER WHICH CABINETS GET LOCKS. 12.19 THIS CABINET SHALL BE EQUIPPED WITH 10" STAINLESS STEEL GROMMET FOR TRASH / LINEN DROP AT THIS LOCATION. CONFIRM LOCATION WITH TENANT PRIOR TO FIELD CUTTING. 12.24 3/4" LAMINATE OVER BLACK BACKING WITH 1/2" REVEAL. 12.30 QUARTZ TRANSITION TOP WATERFALL EDGE AT ENDS, SUPPORT AS NEEDED. 22. PLUMBING 22.11 HAND WASH SINK, SEE PLUMBING DRAWINGS. 22.16 STAINLESS STEEL UNDERMOUNT SINK/FAUCET/DISPOSAL, WHERE APPLICABLE VERIFY WITH CABINET CLEARANCES (12" DIAMETER DISPOSAL WILL FIT) IF DISCREPANCIES CONTACT ARCHITECT, SEE MECH., PLUMB & ELEC. 22.17 STAINLESS STEEL SURFACE MOUNT SINK/FAUCET/DISPOSAL, WHERE APPLICABLE VERIFY WITH CABINET CLEARANCES (12" DIAMETER DISPOSAL WILL FIT) IF DISCREPANCIES CONTACT ARCHITECT, SEE MECH., PLUMB. & ELEC. 22.23 DISH WASHER VERIFY SIZE OF OWNER; CONTRACTOR INSTALLED APPLIANCE. TO ENSURE CABINET OPENING WILL ACCOMMODATE APPLIANCE. SEE PLUMBING. 22.25 CO2 CANISTER / TANK, SEE PLUMBING DRAWINGS. 26. ELECTRICAL 26.05 LIGHT FIXTURE, SEE ELECTRICAL. 26.17 DECORATIVE SUSPENDED PENDENT LIGHT FIXTURE EVENLY SPACED OVER ISLAND, SEE ELECTRICAL. 26.20 COORDINATE OUTLETS WITH MILLWORK FOR OWNER PROVIDED EQUIPMENT. 26.21 CONTRACTOR SHALL COORDINATE ELECTRICAL SWITCHES AND OUTLETS WITH MILLWORK FOR OWNER PROVIDED EQUIPMENT. VERIFY ELECTRICAL REQUIREMENTS AND LOCATION. 1 1 1 MELAMINE FINISHED INTERIOR SHEATHING, TYP. METAL FRAMED WALL ANCHORED TO FLOOR SOELBERG TEXTURED PANEL, 'TURBINE' IN (FLAT IRON) FRY REGLET "MILLWORK POST TERMINATION" TO SUPPORT PANEL 1/2" PLY. BACKING PAINTED 'BLACK' FRY REGLET "MILLWORK (Z) BRACKET" FULL LENGTH 1 3/4" 1/2" 1'-0"2'-0" 1 1/8" 2'-1 1/8" 4 1/4"1"2'-4 1/2"1/2"1'-0"LED LINEAR LIGHT TO WASH FACE OF DECORATIVE PANEL BASE, AS SCHEDULED QUARTZ TRANSACTION TOP WITH WATERFALL ENDS 1 1/2"2'-4 1/2"FINISHED INTERIOR SHEATHING, TYP. BACK REMOVABLE PANEL WITH SAME COLOR FINISH HEAD SCREWS 1 1/2"10 1/2"SOLID SURFACE COUNTERTOP & SOLID SURFACE TRANSACTION TOP. WITH 1/8" EASED & POLISHED EDGES. PROVIDE (2) OUTLETS AT EACH STATION . VERIFY WITH OWNER 2'-6"NOTE: PROVIDE WALL MOUNTED HEATER, VERIFY LOCATION WITH OWNER. 21' X 24" "SPEED BRACE", OR EQUAL WHERE SUPPORT SPAN IS GREATER THAN 3'-6". FINISH FLOOR AS SCHEDULED 1'-0"2'-0" 2"10"1'-0"2'-6"1 1/2"2'-1"10"6" 2'-1" 2 1/4"1"3'-5"2"6"5/8"2"3" METAL FRAMED WALL ANCHORED TO FLOOR TUBE STEEL ANCHORED TO FLOOR AND WELDED TO PLATE STEEL, SEE PLAN 1/4" PLATE STEEL WITH STAND-OFF, WATER-JET DESIGN PER OWNER SOLID SURFACE COUNTERTOP & SOLID SURFACE TRANSACTION TOP. WITH 1/8" EASED & POLISHED EDGES. PROVIDE (2) OUTLETS AT EACH STATION . VERIFY WITH OWNER 3-FORM CHROMA PANEL WITH LED LINEAR LIGHT BOX TO BACK LIGHT DECORATIVE PANEL STAND-OFF ATTACHED TO TUB STEEL POST 5"1'-3 1/2"1'-3 1/2"5"QUARTZ WATERFALL ENDS 3'-6"PROVIDED SWITCHS FOR LIGHT BOX AND WINDOW SHADE CONTROLS QUAD BOX FOR DATA PULLS. DRILL HOLE(S) IN STUD WALL FOR DATA CABLE PASSAGE. SOELBERG TEXTURED PANEL, 'TURBINE' IN (FLAT IRON) FRY REGLET "MILLWORK POST TERMINATION" TO SUPPORT PANEL 1/2" PLY. BACKING PAINTED 'BLACK' FRY REGLET "MILLWORK (Z) BRACKET" FULL LENGTH LED LINEAR LIGHT TO WASH FACE OF DECORATIVE PANEL QUARTZ TRANSACTION TOP WITH WATERFALL ENDS 4 1/2"3 1/2"1/2"1'-9 1/2"1"2'-6"1'-0"1'-0"1'-7" BASE, AS SCHEDULED 2 3/4" 1/2" 6"5/8"1'-8 1/8"1'-0"2'-6"FINISHED INTERIOR SHEATHING, TYP. BACK REMOVABLE PANEL WITH SAME COLOR FINISH HEAD SCREWS SOLID SURFACE COUNTERTOP & SOLID SURFACE TRANSACTION TOP. WITH 1/8" EASED & POLISHED EDGES. PROVIDE (2) OUTLETS AT EACH STATION . VERIFY WITH OWNER "SPEED BRACE", OR EQUAL WHERE SUPPORT SPAN IS GREATER THAN 3'-6". NOTE: PROVIDE WALL MOUNTED HEATER, VERIFY LOCATION WITH OWNER. WHITE MELAMINE CABINET INTERIORS, TYP. GYPSUM BOARD SOFFIT WHERE OCCURS, SEE INTERIOR ELEVATIONS AND REFLECTED CEILING PLANS 4"SEE INTERIOR ELEVATIONSWOOD CABINET, SEE MILLWORK FINISHES WOOD BASE UNLESS ROOM HAS SCHEDULED BASE SEE ELEVATIONSEQEQ1" 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"SEE INTERIOR ELEVATIONS7'-0" TYP.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.EQVERIFY WITH OWNER EQP. EQ SHELVINGEQEQ2"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"SEE ELEVATIONSNOTE: 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.X1"VARIES1/4"1'-4"3/4"SEE ELEVATIONSSEE ELEVATIONSPLASTIC 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"MAX.3'-10"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"SEE ELEVATIONSELECTRICAL 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 SEE ELEVATIONSXNOTE: PLASTIC LAMINATE SHALL BE INSTALLED AT ALL EXPOSED VERTICAL OR SLOPED MILLWORK SURFACES. EDGE BANDS; BASIS OF DESIGN: DOELLKEN "SPECLINE" 1mm EDGE 1'-0"SEE ELEVATIONS - FIELD VERIFY SOFFIT HTS.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 SCHEDULED1/4"2'-0"4"1/4"7"1/4"1'-1 1/2"4"1 1/2"SEE ELEVATIONCOUNTERTOP 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"SEE INTERIOR ELEVATIONSWOOD 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.EQVERIFY WITH OWNER EQP. EQ SHELVINGEQEQ2"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.EQEQEQ2"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.SEE INTERIOR ELEVATIONS7'-0" TYP.WOOD BASE UNLESS ROOM HAS SCHEDULED BASE SEE ELEVATIONS VERIFY WITH PLANS 1'-6" TYP. WHITE MELAMINE CABINET INTERIORS, TYP.EQVERIFY WITH OWNER EQP. EQ SHELVINGEQEQ2"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.EQEQPLASTIC LAMINATE SHELF WITH 1 mm PVC EDGE BANDING, CABINET INTERIORS TO MATCH EXTERIOR FINISH TYP.SEE INTERIOR ELEVATIONS7'-0"WOOD BASE UNLESS ROOM HAS SCHEDULED BASE SEE ELEVATIONS VERIFY WITH PLANS 1'-6" TYP. WHITE MELAMINE CABINET INTERIORS, TYP.EQVERIFY WITH OWNER EQP. EQ SHELVINGEQEQ2"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.EQEQVERIFY WITH PLANS 1'-6" TYP.EQVERIFY WITH OWNER EQP. EQ SHELVINGEQEQ2"SEE PLAN MAY VARY 2'-0" TYP.3'-0"EQEQCOUNTERTOP & 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"VERIFY WITH EQP.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'-10 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" MINMAX2'-3" MIN CLEAR2'-10" TO TOP OF SINK RIMCOUNTERTOP 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 FINISH6"4"1/8"1'-11 7/8"1/4"SEE ELEVATIONSSEE ELEVATIONSXSEE ELEVATIONS - FIELD VERIFY SOFFIT HTS.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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:36:50 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 MILLWORK DETAILS A6.8 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION scale: 1" = 1'-0"A6.8 1 RECEPTION DESK SECTION scale: 1" = 1'-0"A6.8 2 MILLWORK SECTION scale:1" = 1'-0"A6.8 3 RECEPTION DESK SECTION-ADA # DATE DESCRIPTION 1 04.19.2023 Addendum scale: 1" = 1'-0"A6.8 15 CABINETRY FULL HEIGHT scale: 1" = 1'-0"A6.8 8 OPEN TOP CABINETRY FULL HEIGHT scale: 1" = 1'-0"A6.8 5 MICROWAVE BASE/UPPER CABINET scale: 1" = 1'-0"A6.8 6 OPEN BASE CABINET + UPPERS scale:1" = 1'-0"A6.8 7 TYP. BOX-BOX-FILE scale: 1" = 1'-0"A6.8 11 DOUBLE WIDE OPEN TOP CABINETRY scale: 1" = 1'-0"A6.8 9 OPEN SHELVING CABINETRY scale: 1" = 1'-0"A6.8 12 OPEN SHELVING DOUBLE CABINETRY scale: 1" = 1'-0"A6.8 4 RECEPTION DESK SECTION (OPTIONAL PRINTER) scale:1" = 1'-0"A6.8 16 BAR TOP @ WINDOW SECTION 1 scale:1" = 1'-0"A6.8 10 ADA KITCHEN SINK scale: 1" = 1'-0"A6.8 14 STANDING HT CABINET + UPPERS 1 18'-3 7/8"5'-0"6"1'-0"4'-0"1'-0"ROLLED 2X6 HSS STEEL SECTION, RAW STEEL WITH CLEAR COAT FINISH. CAP OPEN ENDS ROUGH SAWN 2X6 TIMBER PERLINS WITH STAINED FINISH TO MATCH WOOD CEILING 'CLOUDS' 3" X 3" X 1/4" PLATE WELDED TO HSS TO RECEIVE AIRCRAFT CABLE TURNBUCKLE HARDWARE TO BE SUPPORTED BY UNI-STRUT STRUCTURE ABOVE. EXPOSED BULB AND CORD LIGHT FIXTURES WRAPPED AROUND 2X6 PERLINS. HEIGHTS SHOWN ARE GENERAL PARAMETERS. LENGTHS ARE TO BE RANDOM WITHIN THE RANGE INDICATED. SEE ELECTRICAL ROLLED 2X6 HSS STEEL SECTION, RAW STEEL WITH CLEAR COAT FINISH. CAP OPEN ENDS EXPOSED BULB AND CORD LIGHT FIXTURES WRAPPED AROUND 2X6 PERLINS. HEIGHTS SHOWN ARE GENERAL PARAMETERS. LENGTHS ARE TO BE RANDOM WITHIN THE RANGE INDICATED. SEE ELECTRICAL ROUGH SAWN 2X6 TIMBER PERLINS WITH STAINED FINISH TO MATCH WOOD CEILING 'CLOUDS' 3" X 3" X 1/4" PLATE WELDED TO HSS TO RECEIVE AIRCRAFT CABLE TURNBUCKLE HARDWARE TO BE SUPPORTED BY UNI-STRUT STRUCTURE ABOVE.6'-0"6'-0" 6" 3 X 3 STEEL ANGLE WITH MITERED CORNERS, RAW STEEL WITH CLEAR COAT FINISH 2 1/2" X 3" X 1/4" PLATE WELDED TO TOP SIDE OF ANGLE TO RECEIVE AIRCRAFT CABLE TURNBUCKLE HARDWARE TO BE SUPPORTED BY UNI-STRUT STRUCTURE ABOVE, SEE DETAIL WEATHERED WOOD VENEER OVER 3/4" T&G PLYWOOD, SEE DETAIL 6" T O 9 0 1 6 ° T O 9 0 1 2 °T O 9 0 8 °TO 90 4° 16° 12° 8°4° 1'-4" 2'-0" 2'-0" 2'-0"2'-0"2'-0"2 '-0 " 2 '-0 " 2 '-0 " 1 '-4 " 18'-0"R 27'-9"B.O. TRELLIS 109'-6" 18'-8 1/16"R 28'-3"B.O. TRELLIS 109'-6" T.O. STEEL TUBE 111'-6"6"1'-0"6"6"1'-0"6"T O 9 0 1 4 ° 2 '-2 1 /2 "2'-2 1/2" 3"3"ROUGH SAWN 2X6 TIMBER PERLINS WITH STAINED FINISH TO MATCH WOOD CEILING 'CLOUD' 1/4" THROUGH BOLT WITH 3/4" FENDER WASHER THROUGH TIMBER AND SUPPORT PLATE 4" x 2" x 1/8" STEEL PLATE WITH FILLET WELD TO SECURE TO HSS BELOW. ROLLED 2x6 HSS STEEL SECTION, RAW STEEL WITH CLEAR COAT FINISH. CAP OPEN ENDS.2 1/2"4"ROUGH SAWN 9-1/2"x4-1/2"x5'-0" TIMBER MANTLE WITH STAINED FINISH TO MATCH WOOD CEILING 'CLOUD' 1/2" ROD WELDED TO 4" BACK PLATE LAGGED TO WOOD BLOCK STONE VENEER OVER VAPOR BARRIER OVER OSB SHEATHING. SOLID WOOD BLOCKING BETWEEN STUD FRAMING AS REQUIRED. 1'-0"4 1/2"8" PRIVIDE TIGHT KNIFE PLATE CONNECTION TO HOLD IN PLACE. OPTIONAL TO USE 3/16" DIA. HOLE TO RECIVE 1/4" COUPLER PIN. 2-1/2"x3"x1/4" PLATE WELDED TO TOP SIDE OF ANGLE TO RECEIVE AIRCRAFT CABLE TURNBUCKLE HARDWARE TO BE SUPPORTED BY UNI-STRUT STRUCTURE ABOVE, SEE DTL. PAINTED TO MATCH STRUCTURE ABOVE 3"x3" ANGLE WEATHERED WOOD WITH CLEAR FINISH BRAD NAILED INTO 3/4" OSB SHEATHING3"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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:37:00 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 EVENT CENTER CANOPY DETAILS A6.9 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION scale: 1/2" = 1'-0"A6.9 1 TRELLIS PLAN scale: 1/2" = 1'-0"A6.9 2 TRELLIS ELEVATION scale:1 1/2" = 1'-0"A6.9 3 TRELLIS ATTACHMENT DTL. scale: 1 1/2" = 1'-0"A6.9 4 MANTLE SECTION DTL. scale:A6.9 10 REFERENCE VIEW scale:1/2" = 1'-0"A6.9 5 CLOUD PLAN DTL. (UNDERSIDE) scale:1 1/2" = 1'-0"A6.9 6 CLOUD ATTACHMENT DTL. ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:37:05 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 DOOR SCHEDULE A7.1 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION DOOR SCHEDULE Associated Room Room Number Door Number Fire Rating Hardware Type DOOR DOOR FRAME DETAILS Door Number CommentsType Material Width Height Type Material Threshold Jamb Head F.F. Level 1 ENTRANCE LOBBY 102 100 PER MFR. KEY-CARD ACCESS ELEVATOR S.S. 4'-0" 8'-0" PER MFR. ALUM. PER MFR. PER MFR.PER MFR. 100 VESTIBULE 101 101A - ENTRANCE A GLASS 6'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 101A ENTRANCE LOBBY 102 101B ENTRANCE A GLASS 6'-0" 8'-0" 2 ALUM.- PER MFR. PER MFR. 101B ENTRANCE LOBBY 102 102 - KEY-CARD ACCESS F GLASS 3'-0" 8'-0" PER MFR. PER MFR. - 1/A7.3 2/A7.3 102 VESTIBULE 103 103A ENTRANCE A GLASS 6'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 103A WAITING 104 103B ENTRANCE A GLASS 6'-0" 8'-0" 2 ALUM. - PER MFR. PER MFR. 103B RECEPT. 105 105 - LOCKING D WD 3'-6" 8'-0" - - - 14/A7.3 15/A7.3 105 LOCKING HARDWARE KIDS 106 106 - PER MFR. F GLASS 3'-0 1/2" 8'-0" - - - 1/A7.3 2/A7.3 106 ADMIN. 107 107 - KEY-CARD ACCESS C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 107 CONSULT 108 108 - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 108 TESTING 109 109 - OFFICE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 109 ADMIN.STORAGE 110 110 - KEY-CARD ACCESS F GLASS 3'-2" 8'-0" PER MFR. PER MFR. - 1/A7.3 2/A7.3 110 TECHNOLOGY 111 111 - OFFICE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 111 FIRE RISER 112 112 - ENTRANCE E HM 3'-0" 7'-0" 1 HM 1/A7.2 7/A7.3 SIM. 7/A7.3 SIM. 112 I.T. 113 113 - STORAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 113 STAIR 114 114A - KEY-CARD ACCESS B GLASS 3'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 114A STAIR 114 114B 1 hr. KEY-CARD ACCESS B GLASS 3'-0" 7'-10" 2 ALUM. - PER MFR. PER MFR. 114B TGP OR APPROVED EQ. 116 - PER MFR. L GLASS /ALUM. PER MFR. PER MFR. SOCKET SILL PER MFR. PER MFR. 116 ADL FAMILY / LAUNDRY / BED RM. 116 116A - PER MFR. H GLASS 3'-7 1/4" 8'-0 1/4" PER MFR. ALUM. - 4/A7.3 4/A7.3 116A ADL FAMILY / LAUNDRY / BED RM. 116 116B - CLOSET C WD 5'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 116B DOUBLE DOOR UNISEX R.R. W/ SHOWER 117 117 - PRIVACY C WD 3'-0" 8'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 117 ADL KITCHEN 118 118 - KEY-CARD ACCESS B GLASS 3'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 118 ADL PANTRY 119 119 - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 119 SENSORY RM. 120 120 - KEY-CARD ACCESS F GLASS 3'-0" 8'-0" PER MFR. PER MFR. - 1/A7.3 2/A7.3 120 STORAGE 121 121 - KEY-CARD ACCESS C WD 4'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 121 DOUBLE DOOR GYM 122 122A - KEY-CARD ACCESS B GLASS 3'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 122A 122B - PER MFR. G GLASS /ALUM. 12'-0" 10'-0" PER MFR. ALUM. 3/A7.2 10/A7.3 11/A7. 122B GYM 122 122C - KEY-CARD ACCESS E HM 3'-8" 7'-0" 1 HM 1/A7.2 8/A7.3 9/A7.3 122C GYM 122 122D - KEY-CARD ACCESS F GLASS 3'-0" 8'-0" PER MFR. PER MFR. - 1/A7.3 2/A7.3 122D UNISEX R.R. 123 123 - PRIVACY C WD 3'-0" 8'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 123 JAN. 124 124 - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 124 GYM 122 125 - PER MFR. F GLASS 6'-0" 8'-0" PER MFR. - - 1/A7.3 2/A7.3 125 PT TREATMENT 126 126 - KEY-CARD ACCESS F GLASS 6'-0" 8'-0" PER MFR. - - 1/A7.3 2/A7.3 126 OT / PT TESTING / TREATMENT 127 127 - OFFICE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 127 ELECTRICAL RM. 128 128 - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 128 OT / PT TREATMENT 129 129 - OFFICE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 129 QUIET 130 130 - OFFICE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 130 LOCKING HARDWARE STAFF UNISEX R.R. 131 131 - KEY-CARD ACCESS C WD 3'-0" 8'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 131 MENS 132 132 - PASSAGE C WD 3'-0" 8'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 132 WOMENS 133 133 - PASSAGE C WD 3'-0" 7'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 133 ENTRANCE LOBBY 102 134 1 hr. KEY-CARD ACCESS B GLASS 3'-0" 8'-0" 2 ALUM. - PER MFR. PER MFR. 134 TGP OR APPROVED EQ. EVENT I.T. / STOR. 135 135 1.5 hr STORAGE C WD 3'-0" 7'-0" 1 HM - 8/A7.3 9/A7.3 135 ENTRANCE LOBBY 102 136A 1.5 hr. LOCKING PER OWNER WD 6'-4"8'-4" 2 HM 4/A7.2 8/A7.3 9/A7.3 136A 136B - PER MFR. M GLASS /ALUM. PER MFR. PER MFR. UNIVER SILL. PER MFR. PER MFR. 136B EVENT CENTER 136 136C - ENTRANCE A GLASS 6'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 136C EVENT CENTER 136 136D - ENTRANCE A GLASS 6'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 136D EVENT STORAGE 137 137 1.5 hr. STORAGE C WD 6'-4" 7'-0" 1 HM - 8/A7.3 9/A7.3 137 DOUBLE DOOR EVENT CENTER 136 138 - STORAGE C WD 3'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 138 EVENT CENTER 136 139A - PASSAGE C WD 3'-6" 8'-0" 1 HM - 7/A7.3 7/A7.3 139A FOOD PREP ROOM 139 139B - ENTRANCE E HM 3'-8" 7'-0" 1 HM 1/A7.2 8/A7.3 9/A7.3 139B OUTDOOR PATIO 140 139C - LOCKING MTL. / INS. 6'-0" 4'-8" PER MFR. PER MFR. PER MFR. 13/A7.3 12/A7.3 139C F.F. Level 2 LOUNGE 201 200 PER MFR. KEY-CARD ACCESS ELEVATOR S.S. 4'-0" 8'-0" PER MFR. ALUM. PER MFR. PER MFR.PER MFR. 200 LOUNGE 201 201 - KEY-CARD ACCESS F GLASS 3'-0" 8'-0" PER MFR. PER MFR. - 1/A7.3 2/A7.3 201 LOUNGE 201 202 - PRIVACY C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 202 UNISEX 203 203 - PRIVACY C WD 3'-0" 8'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 203 EVENT FAMILY 204 204 - PRIVACY C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 204 JAN. 205 205 - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 205 STAIR 206 206 1 hr. KEY-CARD ACCESS B GLASS 3'-0" 7'-9" 2 ALUM. - PER MFR. PER MFR. 206 TGP OR APPROVED EQ. WOMENS 208 207 - PRIVACY C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 207 WOMENS 208 208 - PASSAGE C WD 3'-0" 7'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 208 MENS 209 209 - PASSAGE C WD 3'-0" 7'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 209 UNISEX STAFF R.R. 210 210 - KEY-CARD ACCESS C WD 3'-0" 8'-0" 1 HM 5/A7.2 7/A7.3 7/A7.3 210 STORAGE 211 211 STORAGE C WD 3'-0" 7'-0" 1 HM - 7/A7.3 7/A7.3 211 MEZZANINE 212 212 - KEY-CARD ACCESS F GLASS 3'-1" 7'-11" PER MFR. PER MFR. - 1/A7.3 2/A7.3 212 OT /PT TREATMENT 213 213A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 213A OT /PT TREATMENT 213 213B - CLOSET C WD 4'-10" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 213B DOUBLE DOOR SPEECH 15 214 214A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 214A SPEECH 15 214 214B - CLOSET C WD 4'-7" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 214B DOUBLE DOOR SPEECH 14 215 215A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 215A SPEECH 14 215 215B - CLOSET C WD 5'-8" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 215B DOUBLE DOOR SPEECH 16 216 216A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 216A SPEECH 16 216 216B - CLOSET C WD 4'-7" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 216B DOUBLE DOOR SPEECH 13 217 217A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 217A SPEECH 13 217 217B - CLOSET C WD 5'-8" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 217B DOUBLE DOOR OT /PT TREATMENT 218 218A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 218A OT /PT TREATMENT 218 218B - CLOSET C WD 4'-7" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 218B DOUBLE DOOR SPEECH 12 219 219A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 219A SPEECH 12 219 219B - CLOSET C WD 5'-8" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 219B DOUBLE DOOR MEZZANINE 212 220 - KEY-CARD ACCESS F GLASS 3'-1 1/2" 7'-11" PER MFR. PER MFR. - 1/A7.3 2/A7.3 220 # DATE DESCRIPTION 1 04.19.2023 Addendum DOOR SCHEDULE CONTINUED Associated Room Room Number Door Number Fire Rating Hardware Type DOOR DOOR FRAME DETAILS Door Number CommentsType Material Width Height Type Material Threshold Jamb Head F.F. Level 2 STOR. 221 221 - KEY-CARD ACCESS C WD 3'-0" 8'-0" 1 HM 221 SPEECH 11 222 222A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 222A SPEECH 11 222 222B - CLOSET C WD 5'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 222B DOUBLE DOOR SPEECH 10 223 223A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 223A SPEECH 10 223 223B - CLOSET C WD 5'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 223B DOUBLE DOOR STAIRS 224 224 1 hr. KEY-CARD ACCESS B GLASS 3'-0" 7'-9 1/2" 2 ALUM. - PER MFR. PER MFR. 224 TGP OR APPROVED EQ. SPEECH 9 225 225A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 225A SPEECH 9 225 225B - CLOSET C WD 5'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 225B DOUBLE DOOR SPEECH 6 226 226A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 226A SPEECH 6 226 226B - CLOSET C WD 4'-10" 7'-0" 1 HM - 7/A7.3 7/A7.3 226B DOUBLE DOOR SPEECH 8 227 227A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 227A SPEECH 8 227 227B - CLOSET C WD 5'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 227B DOUBLE DOOR SPEECH 5 228 228A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 228A SPEECH 5 228 228B - CLOSET C WD 4'-10" 7'-0" 1 HM - 7/A7.3 7/A7.3 228B DOUBLE DOOR SPEECH 7 229 229A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 229A SPEECH 7 229 229B - CLOSET C WD 5'-8" 7'-0" 1 HM - 7/A7.3 7/A7.3 229B DOUBLE DOOR SPEECH 4 230 230A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 230A SPEECH 4 230 230B - CLOSET C WD 4'-10" 7'-0" 1 HM - 7/A7.3 7/A7.3 230B DOUBLE DOOR STORAGE 231 231A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 231A STORAGE 231 231B - CLOSET C WD 4'-10" 7'-0" 1 HM - 7/A7.3 7/A7.3 231B DOUBLE DOOR SPEECH 3 232 232A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 232A SPEECH 3 232 232B - CLOSET C WD 4'-10" 7'-0" 1 HM - 7/A7.3 7/A7.3 232B DOUBLE DOOR SPEECH 1 233 233A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 233A SPEECH 1 233 233B - CLOSET C WD 4'-10" 7'-0" 1 HM - 7/A7.3 7/A7.3 233B DOUBLE DOOR SPEECH 2 234 234A - PASSAGE C WD 3'-0" 8'-0" 1 HM - 7/A7.3 7/A7.3 234A SPEECH 2 234 234B - CLOSET C WD 4'-10" 7'-0" 1 HM - 7/A7.3 7/A7.3 234B DOUBLE DOOR F.F. LEVEL 3 ELEVATOR LOBBY 301 300 PER MFR. KEY-CARD ACCESS ELEVA TOR S.S. 4'-0" 8'-0" PER MFR. ALUM. PER MFR. PER MFR. PER MFR.300 RECEPT. / WAITING 302 302B - KEY-CARD ACCESS F GLASS 6'-0" 8'-0" - - - 1/A7.3 2/A7.3 302B DOUBLE DOOR RECEPT. / WAITING 302 303A - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 303A HALLWAY 331 303B - KEY-CARD ACCESS C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 303B CONF. 305 305A - PER MFR. F GLASS 3'-0 1/2" 8'-0" - - - 1/A7.3 2/A7.3 305A CONF. 305 305B - PER MFR. F GLASS 3'-0 1/2" 8'-0" - - - 1/A7.3 2/A7.3 305B EX, OFFICE 306 306 - OFFICE C WD 3'-0" 8'-0" 3 HM PRIVACY 7/A7.3 7/A7.3 306 OFFICE 307 307 - EXAM C WD 3'-0" 8'-0" 4 HM PRIVACY 7/A7.3 7/A7.3 307 OFFICE 308 308 - EXAM C WD 3'-0" 8'-0" 4 HM PRIVACY 7/A7.3 7/A7.3 308 OFFICE 309 309 - EXAM C WD 3'-0" 8'-0" 4 HM PRIVACY 7/A7.3 7/A7.3 309 OFFICE 310 310 - EXAM C WD 3'-0" 8'-0" 4 HM PRIVACY 7/A7.3 7/A7.3 310 HALLWAY 303 311 - EXAM C WD 3'-0" 8'-0" 4 HM PRIVACY 7/A7.3 7/A7.3 311 BKR. 312 312 - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 312 BKR. 312 313 - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 313 ELEVATOR LOBBY 301 314 - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 314 STAIR 315 315 1 hr. KEY-CARD ACCESS B GLASS 3'-0" 7'-8" 2 ALUM. - PER MFR. PER MFR. 315 TGP OR APPROVED EQ. WOMENS 317 316 - PRIVACY C WD 3'-0" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 316 WOMENS 317 317 - PASSAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 317 MENS 318 318 - PASSAGE C WD 3'-0" 7'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 318 PANTRY / STORAGE 319 319 - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 319 HALLWAY 331 320 - KEY-CARD ACCESS F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 320 STORAGE 321 321A - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 321A STORAGE 321 321B - STORAGE C WD 3'-0" 8'-0" 1 HM 4/A7.2 7/A7.3 7/A7.3 321B CONNECTION OFFICE 322 322 - OFFICE F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 322 CONNECTION OFFICE 323 323 - OFFICE F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 323 BKR 320 324A - PASSAGE F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 324A OUTDOOR PATIO 325 324B - ENTRANCE B GLASS /ALUM. 3'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 324B CONNECTION OFFICE 326 326A - OFFICE F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 326A OUTDOOR PATIO 325 326B - ENTRANCE B GLASS /ALUM. 3'-0 1/2" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 326B UNISEX R.R. 327 327 - PRIVACY C WD 3'-0" 8'-0" 2 ALUM. 4/A7.2 7/A7.3 7/A7.3 327 BKR 320 328A - OFFICE F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 328A CONNECTIONS OFFICE 328 328B - ENTRANCE B GLASS /ALUM. 3'-0" 8'-0" 2 ALUM. 2/A7.2 PER MFR. PER MFR. 328B CONNECTIONS OFFICE 330 330 - OFFICE F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 330 BKR 320 331 - KEY-CARD ACCESS F GLASS 3'-0" 8'-0" - - - 1/A7.3 2/A7.3 331 STAIR 332 332 1 hr. KEY-CARD ACCESS B GLASS 3'-0" 7'-8" 2 ALUM. - PER MFR. PER MFR. 332 TGP OR APPROVED EQ. ROOF PLAN STAIR 401 401 - ENTRANCE E HM 3'-4" 6'-8" 1 HM 1/A7.2 SIM. 8/A7.3 9/A7.3 401 1 GYM 122 ENTRANCE LOBBY 102 19'-0" 9'-0" 14'-0" 9'-0"EVENT CENTER 136 1/2" INSULATED, TEMPERED GLASS WINDOWS ANODIZED ALUMINUM, INSULATED FRAME, COLOR TO MATCH STOREFRONT. HIGH LIFT OVERHEAD DOOR MODEL 521 1/2" TEMPERED GLAZING 100K HIGH-CYCLE SPRINGS W/ HIGH USAGE COMPONENTS ELECTRIC OPERATOR, BOTTOM SENSING EDGE 1HP RHX DOOR OPERATOR COLOR TO MATCH STOREFRONT WALL SEE SCHEDULE SEE SCHEDULEG DOOR FRAME TYPES SEE DOOR SCHEDULEVARIESVARIES HOLLOW METAL FRAME, PAINTED WITH HIGH PERFORMANCE SEMI-GLOSS FINISH. VARIES ANODIZED ALUM. WALL FRAME 1 22"2" 2"2"2" 2"MASONRY4"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 SEE DOOR SCHEDULEVARIESCONCEALED CLOSER INSETSLIDE DOOR WIDTH'S CLEAR OPENING 32" 33" *36" 38" 40 3/4" 42" 48" ROUGH OPENING 74 1/2" 76 1/2" 82 1/2" 86 1/2" 92" 94 1/2" 106 1/2" DOOR LEAF 39 1/4" 40 1/4" 43 1/4" 45 1/4" 48" ^49 1/4" ^55 1/4" FRAME WIDTH 72 1/2" 74 1/2" 80 1/2" 84 1/2" 90" 92 1/2" 104 1/2" CLEAR OPENING 83 1/2" 83 3/4" 84" 86" 95" 96" 100" ROUGH OPENING 87 7/8" 88 1/8" 88 3/8" 90 3/8" 99 3/8" 100 3/8" 104 3/8" DOOR LEAF 83 3/4" 84 84 1/4" 86 1/4" 95 1/4" 96 1/4" 100 1/4" OVERALL FRAME HEIGHT 88 7/8" 89 1/8" 89 3/8" 91 3/8" 100 3/8" 101 3/8" 105 3/8" INSETSLIDE DOOR HEIGHT'S 5 3/8"ROUGH OPENING ROUGH OPENING CLEAR OPENING 4 1/2" DOOR LEAF OVERALL FRAMECLEAR OPENING (C.O.)OVERALL HEIGHTDOOR LEAF DOOR LEAFCLEAR OPENING (C.O.)ROUGH OPENING (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.VERIFY W/OWNERS REP.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 VARIESSEE SCHEDULE VARIESREFER 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 SEE SCHEDULEVARIESD KICKPLATE @ PUSH SIDE OF DOOR, WHERE SCHEDULED TT T SEE SCHEDULE SEE SCHEDULEVARIESREFER 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 VERIFY W/ MFR.SCHEDULEDFINISHED OPENING HEIGHTCLEAR OPENING SCHEDULED FINISHED OPENING 1/2"9" OWNER VERIFY WITH 9"48" MAXPROVIDE (2) COAT HOOKS INSIDE ROOM AND CLOSETS AT ALL DOOR LOCATION L KAWNEER AA425 OR APPROVED EQUAL. WITH MEDIUM STILE DOUBLE DOOR W/ 1" LOW-E INSULATED TEMPERED GLASS PROVIDE CONTINUOUS HINGE. KAWNEER AA425 OR APPROVED EQUAL. WITH MEDIUM STILE SINGLE DOOR W/ 1" LOW-E INSULATED TEMPERED GLASS PROVIDE CONTINUOUS HINGE @ EXTERIOR WALL SINGLE FLUSH PANEL SOLID CORE WOOD DOOR - BUILDING STANDARD VENEER WITH HARDWOOD EDGES, FINISH TO BE "VT INDUSTRIES, OREGAN DOOR, OR APPORVED EQ." FACTORY FINISH, BIRCH, RAVINE (RA18). SINGLE FLUSH PANEL HOLLOW METAL DOOR PRIMED AND PAINTED AS SCHEDULED T.O. COUNTER2'-10"OPENING4'-8"WALL OPENING F.V. 6'-0" LOCKING MECHANISM AT INSIDE OF GATE COUNTER AS SCHEDULED WALL MOUNTED DOOR HOUSING & SUPPORT. PROVIDE BLOCKING N CORNELL IRON WORKS - MODEL ESC30, "INSULATED" MANUAL ANODIZED ALUMINUM WALL MOUNTED OVERHEAD COILING GATE. SINGLE FLUSH PANEL SOLID CORE WOOD DOOR W/ CLASSROOM LITE- HARDWOOD EDGES,FINISH TO BE "VT INDUSTRIES, OREGAN DOOR, OR APPORVED EQ." FACTORY FINISH, BIRCH, RAVINE (RA18). "LOCKABLE HARDWARE" T FULL GLASS DOOR, VERIFY WITH WALL SYSTEM MANUFACTURE HARDWARE WILL MEET BUILDING STANDARD 1/4" CLEAR TEMPERED GLASS SEE DOOR SCHEDULEVARIES2"2" SEE DOOR SCHEDULE VARIES 2" TYP. 2'-0"2" 5'-6"SEE DOOR SCHEDULEVARIES2"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 GREATER THAN 6'-8"HEAD CLEARANCE WHEN OPENSEE DOOR SCHEDULEEXTERIOR SLIDING WALL SYSTEM, HANGING. (NANAWALL SYSTEMS OR APPROVED EQUAL) HSW60 AND ENCLOSURE STACKING AREA 3. 1" LOW-E INSULATED TEMPERED GLASS, WITH LOW PROFILE SADDLE SILL AND UNIVER SILL. ALTERNATES SUBJECT TO ARCHITECTS APPROVAL TTTT EQ EQ EQ EQ SEE PLANS FEILD VERIFY AREA STACKING 1" CLEAR, INSULATED & TEMPERED GLASS RECESSED BASE TRACK M 1 21/4"1/2"1/4"1 2 1/2"1/2"CARPETMAX.MAX.MAX.MAX.MAX.1/2"MAX.1/2"MAX.1/2"MAX.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" MAX.1/2" MAX.SCHEDULED DOOR ALUMINUM THRESHOLD SET IN FULL BED OF MASTIC EXTERIOR CONCRETE SLAB EXPANSION JOINTVERIFY W/ SCHEDULE10"ADA COMPLIANTTEMPERED 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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:37:06 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 DOOR TYPES & DETAILS A7.2 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION 1 04.19.2023 Addendum scale: 3" = 1'-0"A7.2 4 FLOORING TRANSITION DETAILS @ DOOR 1 scale: 3" = 1'-0"A7.2 1 ENTRY THRESHOLD scale:3" = 1'-0"A7.2 2 DOOR THRESHOLD TYP. scale: 3" = 1'-0"A7.2 3 OVERHEAD GLASS DOOR @ FLOOR scale: 3" = 1'-0"A7.2 5 STONE THRESHOLD 1 1 1 1/2" TEMPERED CLEAR GLAZING WITH POLISHED EDGES DOOR PULL HARDWARE 3/4" TEMPERED CLEAR GLAZED FRAMELESS DOORS WITH POLISHED EDGES METAL KICK BASE WITH PIVOT HINGE ASSEMBLY. SEE HARDWARE SCHEDULE GLASS CHANNEL BELOW 1/2" TEMPERED CLEAR GLAZING WITH POLISHED EDGES CONT. SEALANT, BOTH SIDES 8" MIN. WALL ASSEMBLY AS SCHEDULED HARDWARE REQ'M 1/8" MIN. VERIFY WITH DOOR HARDWARE VERIFY DIM. W/ PIVOT EQEQDASHED 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 15/16"1 9/16"WALL TYPEVERIFY WITHMETAL STUD FRAMING. KING STUDS TO CONTINUE TO DECK AS REQ'D 2"1/2"1 15/16"1 9/16"WALL TYPEVERIFY WITHFRAME 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 ELEVATIONSVERIFY WITH DOOR MFR.FURRING AS SCHEDULEDMFR. PER DOOR ROUGH OPENING CLEAR OPENING 4 1/2" DOOR LEAF OVERALL FRAME2"1"OPENINGROUGH3 3/4"HEIGHTDOOR LEAFOPENINGCLEAR2X6 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 OPENINGDOOR ROUGH#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 SCHEUDLEDFIELD VERIFYSTAINLESS 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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:37:10 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 DOOR DETAILS A7.3 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION # DATE DESCRIPTION scale:3" = 1'-0"A7.3 1 BUTT GLASS DOOR/JAMB scale:3" = 1'-0"A7.3 5 SF. JAMB HINGE SIDE scale: 3" = 1'-0"A7.3 6 SF. DOOR HEADER scale: 3" = 1'-0"A7.3 7 HM. DOOR JAMB (HEAD SIM.) scale:3" = 1'-0"A7.3 9 DOOR HEAD DTL. scale: 3" = 1'-0"A7.3 8 DOOR JAMB DTL. scale:3" = 1'-0"A7.3 15 DOOR HEAD DTL. @ BARN DOOR scale:3" = 1'-0"A7.3 14 DOOR JAMB DTL. @ BARN DOOR scale: 3" = 1'-0"A7.3 10 OVERHEAD DOOR @ CMU JAMB scale:3" = 1'-0"A7.3 11 OVERHEAD DOOR @ CMU HEAD scale: 1 1/2" = 1'-0"A7.3 4 SLIDING DOOR SYSTEM DETAILS scale: 1 1/2" = 1'-0"A7.3 3 SWING DOOR SYSTEM DETAILS scale: 3" = 1'-0"A7.3 2 PIVOT DOOR DETAIL scale:1 1/2" = 1'-0"A7.3 12 ROLL UP COUNTERTOP DOOR scale:3" = 1'-0"A7.3 13 ROLL UP COUNTERTOP DOOR JAMB - 4X8X16 MASONRY, - MIN. 1" AIR SPACE, - AIR / VAPOR BARRIER MEMBRANE, - EXTERIOR SHEATHING, - WOOD STUD WALL, - BATT INSULATION (R-19), - GYPSUM WALLBOARD (WHERE APPLICABLE PROVIDED AT TENANT TI). ANCHOR BOLT (SIZE IS DETERMINED BY STRUCTURAL) PREFINISHED METAL DRIP EDGE SET ON TWO BEADS OF SEALANT UNOBSTRUCTED WEEP SYSTEM @ 24" O/C FLASHING MEMBRANE SURFACE ADHERE TO SUBSTRATE MORTAR DROP CONTROL EXPANSION BD. (CONT.) 2" FND. INSULATION BD. TAPERED @ TOP 45o CONC. FLOOR SLAB W/ THICKENED EDGE AS SCHEDULED. SEE STRUC. 1" BOTTOM COURSE IN FULL BED OF MORTAR. SLOPE TOP OF MORTAR.TYP.6"DRIP EDGE DECK BEARING DECK BEARING SEE SECTION T.O.MASONRY SEE SECTIONMIN.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'D1/4"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 ROOFINGMFR.PERCONCRETE 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 SECTIONMIN.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 MIN.4"MIN.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 MIN.4"MIN.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"SECTIONSSEE WALL1 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"MIN.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.TYP. SLOPE1 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 SECTIONMIN.6"SEE ELEV.SPLITHONEDT.O.MASONRY SEE SECTIONMIN.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" TYP.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" MIN.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:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:37:13 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 DETAILS A8.1 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION scale: 1 1/2" = 1'-0"A8.1 1 MASONRY BASE TYP. DTL. scale:1 1/2" = 1'-0"A8.1 10 PARAPET @CMU scale: 1 1/2" = 1'-0"A8.1 9 ROOF TO WALL TRANSITION scale:3" = 1'-0"A8.1 2 FURRING TRANSITION scale: 1 1/2" = 1'-0"A8.1 5 CANOPY DRIP EDGE scale:1 1/2" = 1'-0"A8.1 8 PARAPET CAP @ MTL. SIDING scale:1 1/2" = 1'-0"A8.1 4 MATERIAL TRANSITION # DATE DESCRIPTION scale:1 1/2" = 1'-0"A8.1 12 PARAPET CAP @ EIFS scale:1 1/2" = 1'-0"A8.1 7 ROOF OVERHANGE scale:1 1/2" = 1'-0"A8.1 11 PARAPET @CMU scale:1 1/2" = 1'-0"A8.1 3 MTL. SIDING @ BASE scale: 1 1/2" = 1'-0"A8.1 6 CANOPY DRIP EDGE EXISTING WINDOW SYSTEM SCHEDULED CEILING - SEE RCP CEILING GRID EDGE TRIM ROLLER SHADE HOUSING - SEE MANUFACTURERS SPECS ROLLER SHADE - DARK SIDE OF FABRIC FACING TO EXTERIOR RE: RCP EXISTING EXTERIOR WALL ASSEMBLY MIN.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"RCPSEEPERIMETER 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 RCPSEEPERIMETER TRIM (ARMSTRONG OR APPROVED EQUAL) 12 GA. MIN. HANGER WIRE 4' O.C. OR AS REQUIRED CHANNEL MOLDING RCPSEECONDITION 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 RCPSEEDECK ABOVE RCP SEEGOELANE 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" MIN.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" MIN.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. PLAN3"2" X 2" X 22 GA CONTINUOUS METAL ANGLE 2" X 2" X 22 GA CONTINUOUS METAL ANGLE LIGHT FIXTURE IF INDICATED ON RCP 5/8" GYP BD ON 3 5/8" STUDS AT 16" OC CEILING AS SCHEDULED 2" X 22 GA CONTINUOUS METAL STRAP TYP 3 5/8" MTL STUD HOR BRACING -BRACE AT 24" OC WHEN VERTICAL HEIGHT EXCEEDS 48" LINE OF STRUCTURE WHERE PARTION IS SMOKE AND/ OR FIRE RATED. RATING TO CONTINUE TO STRUCTURE 5/8" GYP. BD. 3 5/8" MTL. STUD, 25 GA., 16" O.C. SECURED TO STRUCTURE ABOVE. SUSPENDED CEILING AS SCHEDULED PROVIDE CROSS BRACING AS REQUIRED 5/8" GYP. BD. CONCRETE DECK ABOVE 12 GA. MIN. HANGER WIRE 4' O.C. OR AS REQUIRED BY CODE SUSPENDED GYP. BD. CEILING MAIN TEES METAL STUD FRAMED HEADER ANCHORED TO STRUCTURE ABOVE SUSPENDED ACCOUSTICAL SYSTEM CEILING METAL STUD BRACING AS REQUIRED ANCHORED TO STRUCTURE ABOVE CHANNEL MOLDING SCREW INTO CHANNEL CORNER BEAD 6"RECESSED A.C.T. HANGER CLIP W/ 3/4" REVEAL SIM. TO USG DONN MS 164 SHADOW MOLDING EXTERIOR SHEATHING CONT. ROUTED "V" GROOVE SEE EXT. ELEVATIONS 1 1/2" EIFS FINISH SYSTEM,VERIFY WITH WALL LEGEND AND ELEVATIONS 1 1/2" FLUID-APPLIED AIR BARRIER 3/4"1 1/2"3/4"3/4"1"ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:37:17 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 GENERAL DETAILS A8.2 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION scale: 1 1/2" = 1'-0"A8.2 8 ROLLER SHADE TO T-GRID TYP. scale: 1 1/2" = 1'-0"A8.2 12 CEILING TRANSITION DETAIL scale:1 1/2" = 1'-0"A8.2 7 ROLLER SHADE TO OPEN STRUCTURE scale: 1 1/2" = 1'-0"A8.2 4 CEILING SOFFIT TYP. (AXIOM) # DATE DESCRIPTION scale: 3" = 1'-0"A8.2 1 CEILING ACCESS DETAIL scale:1" = 1'-0"A8.2 2 CEILING SOFFIT TYP. scale: 1" = 1'-0"A8.2 3 SEISMIC BRACING scale:1 1/2" = 1'-0"A8.2 5 SEISMIC EDGE DETAILS scale: 1" = 1'-0"A8.2 6 SEISMIC SUPPORT scale:1 1/2" = 1'-0"A8.2 9 FURR DOWN SOFFIT-TO-WALL DETAIL scale: 1 1/2" = 1'-0"A8.2 10 CEILING SOFFIT TRANSITION DETAIL scale:1 1/2" = 1'-0"A8.2 11 CEILING TRANSITION W/ REVEAL scale: 6" = 1'-0"A8.2 13 V-GROOVE IN EIFS 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" MAX.2'-6"12" MAX.60" MIN.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"-36"39"-41"18" MIN.24" MIN.1'-0" 1'-0"2'-0"18" MIN.36" MIN.17"-19"18" MIN.33"-36"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 DISPOSAL56" MIN.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" MINTOILET PARTITION 17"-19"60" MIN.42" MIN3'-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" MIN.34" MAX.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" MIN.60" MIN. T-SHAPE TURN SPACE 36" MIN24" MIN60" MIN12" MIN 24" MIN 12" MIN ADA DRINKING FOUNTAIN APPROACH 30" MIN 48" MIN15" MIN5" MAXADA DRINKING FOUNTAIN CLEARANCE 8" 17" MIN.27" MIN.9"11"34" MAX36" MAX38"-43"ADA DRINKING FOUNTAIN ELEVATION WHEELCHAIR ACCESS. D.F. STANDARD HT. ACCESS. D.F.SURFACE40" MAX. HT.TO REFLECTIVEMIRRORSANITARY NAPKIN DISP. PAPER TOWEL DISP. PAPER TOWEL DISP. & TRASH WALL HUNG BABY CHANGING TABLE SPECIMEN PASS-THRU CABINET TO CONTROLS48" MAX.48" MAXSOAP DISP. HAND DRYER SANITARY NAPKIN DISPOSAL DOOR HOOKS SWITCHING & OUTLETS TO CONTROLS48" MAX.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" MIN.SHOWER CURTAIN & ROD IN FORE- GROUND FOLDING SHOWER SEAT - PROVIDE BACKING ACCESSIBLE GRAB BAR W/ BACKING72" MIN.CONTROL HT.38" MIN.CONTROL HT.48" MAX.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" - 36"1'-6"72" MIN.T.O. NON- ABSORBENT FINISH FOLDING SHOWER SEAT - PROVIDE BACKING 17" - 19"SHOWER CURTAIN & ROD 3" - 6"18" MIN.SHOWER CURTAIN & ROD 1'-6" 36" CLR. MIN.36" MIN.BACK WALL CONTROL WALL36" CLR. MIN.SEAT WALLADA CLEARANCE 4" MAX.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" MIN. - 60" MAX.48" MIN. - 60" MAX.1'-6" MIN. 2'-0" TYP.MIN.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 HAND RAILS1'-0" ABOVE ROOF BRACE STRINGER @ BOTTOM & TOP OF WALL & ROOF WHERE APPLICABLE BOLTED TO FLOOR W/ 3/8" BENT PLATE BRACKETS BRACE STRINGER @ BOTTOM & TOP OF WALL & ROOF 3/4" DIA. KNURL RUNGS @ 12" O.C. MAX 2 1/2" X 3/8" FLAT BAR STRINGERS, 22" APART W/ 3/8" BENT PLATE ANCHORS @ 2'-6" O.C. VERT. MAX. ANCHORED TO WALL, STRINGERS TO BE SELF SUPPORTING FOR LOADING OF UNBRACED LENGTH TO ROOF DECK. WHERE WALL IS NOT FULL HEIGHT. ANGLE OF SUFFICIENT SIZE 3/4" DIA. BARS FLAT BAR 2-1/2" C 3/8" OR LARGER NOTE: SEE WALL SECTIONS FOR WALL SPECIFIC DIMENSIONS. ELEVATION VARIES T.O. WALL B.O. LADDER VERIFY WITH OWNER 2'-0" X 4'-0" SCREEN SECURITY DOOR OVER RUNGS. DOOR CONSTRUCTION OF WELDED 1-1/2" X 1-1/2" STEEL ANGLE WITH DIAMOND MESH INFILL. SECURED WITH WELDED HINGES ON ONE SIDE AND LOCKABLE HASP ON BOTTOM OF OTHER SIDE, PAINTED. PADLOCK WELDED HINGE CONNECTIONS FACE OF WALL (2'-6")3" MAX SEE WALL SECTION VARIES 23'-4"12'-8"10'-10"10'-10"9 A8.3 4"11'-4"11'-4"3'-6"6"6"3'-6"2'-9"3'-0"5'-0"6'-0"5'-0"3'-0"2'-9"STRUCTURALVERIFY W/1'-0"1'-0" 2'-6"8'-0"2"6"4" VERIFY W/ PLAN 1'-0"3"2"10"6"8'-0"3'-6"6"1'-6"5'-0"8" COLORED SPLIT FACE CMU. VERIFY COLOR WITH ARCHITECT WELD BRACES TO GATE FRAME IF REQUIRED, PAINTED. 6" O.D. POST, PAINTED. 4 STEEL HINGES ON EACH POST, PAINTED. SOLID METAL DOOR. CONCRETE CAP AROUND ENTIRE WALL. SLOPE TOP OF CAP TO DRAIN WATER. LATCH W/ ROD TO CONCRETE BELOW, GALVANIZED. #4 BARS @ 12" O.C. BOTH WAYS STEEL SLEEVE EMBEDDED IN CONCRETE SLAB REINFORCE WITH (6) # 6 BARS (VERTICAL) AND #3 CIRCULAR TIES @ 6" O.C. SELF-LATCHING GATE LATCH, PAINTED. A8.3 10 NOTE: GATES SHALL BE MADE OF OPAQUE METAL. COLORS SHALL BE CONSISTENT WITH THE MAIN BUILDINGS. NOTE: PROVIDE PADLOCKABLE GATE LATCH SIMILAR OR EQUIVALENT TO REID SUPPLY #SUG-542 OR 543 FRONT SIDE TOP TAPPER INSUL TO COLLAR 2" COLLAR @ OVERFLOW DRAINS ONLY OVERFLOW DRAIN ROOF DRAIN SINGLE PLY ROOF MEMBRANE RIGID INSULATION ROOF DECKING 2'-0"2"GLASSMAT BOARD UNDER MEMBRANE ISSUE DATE: PROJECT NO: DRAWN BY: CHECKED BY: clarity design group architecture - planning - interiors 5525 south 900 east, ste 340 IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT, THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TO BE USED FOR CONSTRUCTION OR RECORDING. THESE PLANS ARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. p. 385.247.8570 www.claritydesign.us SHEET TITLE murray, utah 84117 PROJECT CONSULTANTS C:\Users\asoes\Clarity Design Group\Clarity Design Group - Documents\01 - Current Project Files\Connections\Rexburg\Drawings\03_Architectural\Revit\Connections_Rexburg.rvt4/12/2023 3:37:21 PM© 2023 CLARITY DESIGN GROUP STRUCTURAL: WCA Engineering MEP: Royal Engineering CIVIL: Reeve & Associates 442 North Main Street, Suite 200 Bountiful, Utah 84010 p:(801) 298-1118 1837 S. East Bay Blvd. Provo, UT 84606 p:(801) 375-2228 5160 South 1500 West, Riverdale, UT 84405 p:(801) 621-3100 GENERAL DETAILS A8.3 04.12.2023 AO TA 21058 CONNECTIONS LOT 13, LOT 14 450, 470 First American Cir REXBURG, ID 83440 FOR CONSTRUCTION scale:1/4" = 1'-0"A8.3 1 STANDARD ADA CLEARANCES scale: 1" = 1'-0"A8.3 3 ROOF ACCESS LADDER scale:1" = 1'-0"A8.3 5 ROOF HATCH SECTION DTL. scale: 3/4" = 1'-0"A8.3 4 ROOF ACCESS LADDER scale:1/4" = 1'-0"A8.3 8 TRASH ENCLOSURE scale: 1/2" = 1'-0"A8.3 9 TRASH ENCLOSURE SECTION scale:1/2" = 1'-0"A8.3 11 TRASH ENCLOSURE ELEVATION scale: 1/4" = 1'-0"A8.3 10 GATE LATCH DETAIL # DATE DESCRIPTION 1 04.19.2023 Addendum scale:1 1/2" = 1'-0"A8.3 2 ROOF DRAIN DETAIL 1 BASIS OF DESIGN1.BUILDING CODE 2018 IBC2.RISK CATEGORY II3.GRAVITY DESIGN:DEAD LOADS:Roofs20 psfFloors30 psfStairs55 psfFire suppression elements & pipingincluded in loads aboveLIVE LOADS:Roofs20 psfFloors50 psfPartitions15 psfStairs and exitways100 psfBalconies75 psfGym Mezzanine100 psfSNOW LOADS:Snow load on ground, Pg50 psfSnow load on flat roof, Pf35 psfExposure factor, Ce1.0Importance factor, Is1.0Thermal factor, Ct1.04.WIND DESIGNBasic wind speed 105 mph (3s gust, Ultimate)82 mph (3s gust, Nominal)ExposureCInternal pressure coefficient, GCpi±0.18Components and cladding (C&C) wind pressures:5.SEISMIC DESIGN:Importance factor, Ie1.0Mapped Spectral response accelerations:Ss & S10.372 & 0.144Site classDSpectral response coefficients:SDs & SD10.373 & 0.222Seismic Design CategoryDBasic Seismic-Force-Resisting SystemBearing wall systems Special reinforced masonry shear wallsDesign Base ShearCs*W kipsSeismic response coefficient, Cs0.075Response modification factor, R5.0Analysis procedureEquivalent Lateral Force6.SOILS:Soil bearing pressure3000 psfMinimum frost cover36 inches7.ABBREVIATIONS:EOR = Engineer of record. See professional stamp this page.UNO = Unless noted otherwiseNominal C&C Wind Pressures (psf) (0.6*W)LocationTributary area (ft²)< 1050100500RoofNegative Zone 1-19.3-16.3-15.0-12.1Negative Zone 2-25.4-21.6-20.0-16.2Negative Zone 3-25.4-21.6-20.0-16.2Positive Zones: 1, 2, 310.010.010.010.0WallsNegative Zone 4-12.0-10.8-10.4-10.0Negative Zone 5-14.8-12.5-11.5-10.0Positive Zones: 4, 511.110.010.010.0Width of pressure coefficient zone:a = 5.2 ftGENERAL1.THE GENERAL CONTRACTOR SHALL:A.Be familiar with the contract documents and insure that subcontractors are familiar with their portion of the work. Submita written request to the Arch/EOR for approval before proceeding with any changes.B.Verifies site conditions and dimensions at the site. If they differ from the contract documents, notify the Arch/EOR priorto fabrication/construction of affected elements. Affected details may require redesign.C.Report to the Arch/EOR modifications made to the structure.D.Be responsible for safety and protection on and around the job site and adjacent properties.2.THE GENERAL CONTRACTOR SHALL COORDINATE:A.And verify locations, weights and sizes of mechanical units, equipment, etc. prior to the fabrication and erecting ofstructural supporting elements. Report sizes and locations that differ from those shown on the drawings to the Arch/EORfor review. Additional framing maybe required.B.Roof, floor, and wall openings required for mechanical, etc. which are not shown on the structural drawings with theArch/EOR.C.Any structural situation not covered by the drawings with the Arch/EOR.D.Doors, windows, walls, elevations, slopes, stairs, curbs, drains, recesses, depressions, railings, waterproofing, finishes,chamfers, kerfs, pads, landscape walls, trenches in slabs, etc. with the structural work.E.Inspections, testing, and structural observations as work proceeds. Notify the EOR 48 hours prior to any requiredstructural observations.3.CONTRACT DOCUMENTS & DRAWINGS:A.These structural notes complement the specifications and the drawings.B.Specific details, sections and notes shown on the drawings govern over these general notes and typical details.C.Contract documents take precedence over shop drawings, UNO.D.Apply typical or similar details, sections and notes to similar situations on the drawings where specific details are notreferenced.E.Drawings and details have been prepared to visually represent information provided in scaled form. However, DO NOTscale plans or details for dimensional information.F.Refer to architectural drawings for dimensions.4.BUILDING CODE COMPLIANCE: Construction, inspection, materials, testing, and workmanship shall conform to therequirements of the governing building code.5.CONSTRUCTION SEQUENCE, SHORING, AND BRACING REQUIREMENTS: The general contractor is responsible forthe method, means, and sequence of structural erection, UNO. He shall provide adequate temporary shoring or bracing forall structural elements until the entire structural system is completed. Design of shoring and bracing is by others at noadditional cost to the owner.6.OMISSIONS, CONFLICTS & DISCREPANCIES:A.Bring omissions, conflicts or discrepancies between the elements of the contract documents to the attention of theArch/EOR before proceeding with work involved.B.In case of conflicts or discrepancies, follow the most stringent requirements as directed by the Arch/EOR.7.COLD WEATHER CONSTRUCTION:A.For all concrete footing, foundations and masonry block, use concrete curing blankets (or approved equal) to preventfreezing and keep the concrete and masonry at an optimal curing temperature. Use insulation blankets or heatedenclosures to maintain concrete and masonry temperatures above 50° degrees Fahrenheit for three to seven days.8.MISCELLANEOUS:A.During and after construction, builder and/owner shall keep loads on the structure within the limits of this design. SeeBasis of Design.B.Site observations by WCA's field representative shall neither be construed as inspection nor approval of construction.C.Stairs shall be per the architectural drawings. Steel fabricator shall submit stair shop drawings for the Arch/EOR toreview.D.The elevator manufacturer shall supply all elevator machinery support beams, guide rails, supports, etc. Submit shopdrawings that identify elevator loads imposed onto the structure. Additional framing may be required to support theseloads.9.SUBMITTALS:A.Make submittals in a timely manner. WCA's review is for general compliance only and is not intended as approval.Contractor is responsible for verifying sizes, dimensions and elevations on submittals as related to the contractdocuments.B.Submit the following items for review prior to proceeding with the work:a. Construction submittals (shop drawings): Concrete material Certifications & mix designs. Masonry material Certifications, grout & mortar designs. Reinforcing steel Steel stairs Structural steel Wood joist and beams (Manufactured) Special loads on the structure Roof, floor and wall openings not shown on the drawings Welding procedures and certificationsb. Deferred submittals: Wood truss's & calculations (Pre-fabricated)* Steel joist/girder Seismic bracing of fire suppression pipes Seismic attachment and bracing of roof top mechanical equipment Seismic bracing of suspended ceilings Seismic bracing of ducts and pipes*stamped by a professional engineer currently registered in the state of the project.C.Allow two weeks for the review of submittals by the EOR.D.Have EOR approved shop drawings & materials on site before construction of those components begins.E.Substitutions are not allowed unless approved by the EOR. Submit requests for structural substitutions to the Arch/EOR.CONCRETE (Concrete Cont.)5.FOOTINGS:A.Bear footings on properly prepared materials.B.Center footings on the wall or column above, UNO.C.Bear exterior footings below the effects of frost. See Basis of Design.D.Provide 2x4 beveled key in continuous wall footings.E.Stagger footing construction joints from wall construction joints above by at least 6 feet.F.Provide corner bars in continuous footings at corners and intersections.G.Add (2) #6 or (3) #5 lengthwise top bars in addition to footing schedule reinforcement at continuous footings withoutconcrete foundation walls directly above (door openings, etc.).H.DO NOT allow penetrations through any concrete footing. At utilities, step the footing down below the conflict and add aconcrete wall, pier or column that extends to the footing. Consult with the EOR.I.Backfill bearing surfaces that are undermined during construction with a lean concrete mix (1000 psi min.).6.SLABS ON GRADE (SOG):A.Minimum Interior slabs on grade requirements:4 inches thickness.4 inch layer of free-draining gravel base.#4 bars at 24" o.c. both ways, UNO. Chair rebar for proper placement.B.Place large areas of interior slabs-on-grade in strips not to exceed 120 feet in length nor 20 feet in width. Subdivide byconstruction or contraction (control) joints into roughly squares whose sides DO NOT exceed 10 feet in either direction.C.See Architectural for exterior slabs on grade, UN0.7.WALLS:A.Place vertical reinforcing in the center of walls (UNO) unless each face (E.F.) is specified. When each face is specified,splice the horizontal reinforcing of each curtain at different locations.B.Dowel vertical reinforcing to the structure below and above with the same bar size and spacing, UNO.C.Terminate horizontal reinforcing at the ends of walls or openings with a standard hook or corner type bars. Providecorner bars of the size and spacing as the horizontal reinforcing at intersections and corners.D.Build penetrations into the wall before pouring concrete. Have the penetrations reviewed by the EOR prior to installationunless detailed on the plans.E.Provide drains at the base of retaining and basement walls.8.COLUMNS:A.Splice vertical reinforcing a minimum length of 40 bar diameters. Splices shall occur at floor levels, UNO.B.Space lateral ties in columns at 1/2 the regular spacing but not more than 6 inches on center at the top and bottom ofthe column for a distance of 1/6 the clear column height, the minimum column plan dimension, or 18 inches, whicheveris greater.C.At column cross-sectional changes, offset longitudinal bars at floor levels. Slope the inclined bars, at the offset, no morethan 1 in 6. Provide lateral ties one foot below, above and thru the offset at 3" o.c., UNO.REINFORCING STEEL1.CODES AND STANDARDS. Comply with:A.CRSI "Manual of Standard Practice".B.ACI "Detailing Manual", ACI 315 (or SP-66).2.MATERIALS:A.New stock deformed rebar: ASTM A615, Grade 60, except as noted.a.Field bent dowels: ASTM A615, Grade 40 or ASTM A706, Grade 60, Low-Alloy Steel. Reducespacing of grade 40 dowels by 1/3.b.Welded rebar: ASTM A706, Grade 60, Low-Alloy Steel.c.Deformed bar anchors (DBA's):See materials under section 'Structural Steel'B.Masonry joint wire: ASTM A82.C.Use mechanical splice couplers capable of developing 125% of the specified bar strength.3.CONSTRUCTION:A.Detail, bolster, and support all rebar. Tie bars securely with proper clearances before casting concrete.B.Use rebar free of loose flaky rust, scale, grease, oil, dirt, and other materials, which affect or impair bond.C.Place rebar continuous in walls, beams, columns, slabs, footings, etc.D.Minimum lap splices (Inches), for normal weight concrete and masonry, UNO:Concrete:Masonry: See schedule "MASONRY - MINIMUM BAR LAP LENGTHS"In suspended slabs and beams, make top bar splices at mid-spans and bottom bar splices at supports, UNO.E.Make cold bends. DO NOT use heat. Bends in the fabricator's shop, UNO. DO NOT unbend or rebend a previouslybent bar.F.Minimum concrete cover: (securely position and anchor rebar prior to pour)Cast against and permanently exposed to earth3"Exposed to earth or weather:#6 and larger2"#5 and smaller 1-1/2"NOT exposed to earth or weather:Slabs, walls and joist, #11 & smaller3/4"Beams, columns: Main reinforcing or ties1-1/2"Slabs-On-Grade (SOG)Center of slab, UNOG.In masonry, place and position rebar according to the structural drawings while laying units. Secure againstdisplacement at intervals not to exceed the following:#4 and smaller6'-0"#5 and larger10'-0"H.DO NOT weld reinforcing unless specifically noted. Use E-90XX electrodes and ASTM A706 reinforcing. Comply withAWS requirements.I.Use epoxy coated reinforcing when specifically noted. Increase lap splice lengths by a factor of 1.2.Concrete Development Lap Splice (inches)Bar SizeGrade 6028 Day Cylinder Concrete Strength (psi)2500300035004000450050006000#319181615141413#425242220191817#532292725242321#638353230282725#769635854514945#878726662595651#988817570666357MASONRY1.CODES AND STANDARDS: Comply with TMS 602, "Building Code Requirements for Masonry Structures".2.MATERIALS:A.Concrete Masonry Units (CMU), ASTM C90, Lightweight or Medium weightB.Concrete Masonry compressive strength, f'm = 2000 psi. 1. Determine the compressive strength of concrete masonry using one of the following methods:a. Unit Strength Method, in accordance with TMS 602 Section 1.4B.2, meeting the concrete masonry compressive strength, f'm, as noted aboveb. Prism Test Method, in accordance with TMS 602 Section 1.4B.3, meeting the concrete masonry compressive strength, f'm, as noted aboveC.Mortar: Use Type "S". Mortar shall conform to the requirements of ASTM C270. Admixtures shall not be added to themortar mix.D.Grout shall conform to the requirements of ASTM C476. For masonry assemblies with f'm > 2000 psi, provide groutcompressive strength that equals or exceeds f'm. Determine the conpressive strength of grout in accordance with ASTMC1019. Do not use admixtures unless approved by the EOR.3.CONSTRUCTION:A.Store masonry under cover at the job site.B.Fully bed face shells.C.Tool Mortar joints concave.D.DO NOT use mortar for grout.E.DO NOT use any frozen materials.F.Use either low or high lift grouting procedures.G.Consolidate grout by mechanical vibration during placing and reconsolidated after excess moisture has been absorbedbut before workability is lost (45 minutes max.).H.Grout solid cells containing rebar, bolts, anchors, etc.I.Grout steel joist and steel beam pockets solid, UNO.J.Provide 1" of grout around bolts in side shells.K.DO NOT allow penetration through any beam, column, pier, or jamb without the EOR's approval. Otherwise, re-routepenetrations at those locations.L.Prior to placing masonry, check with trades to insure proper placement of openings, block outs, sleeves, conduits, bolts,inserts, embeds, dowels, etc.1.WALLS:A.Use running bond. Build corners and intersections as an integral unit.B.Dowel vertical reinforcing to the structure below and above with the same size bar and spacing, UNO.C.Place vertical reinforcing at the centerline of the wall unless each face (E.F.) is specified, UNO.D.Provide vertical reinforcing in grouted cells at corners and intersections.E.Terminate horizontal reinforcing at wall ends or openings with standard hooks or corner type bars. Provide corner barsof the same size bar and spacing as the horizontal reinforcing at corners and intersections.F.Make horizontal bars continuous where concrete walls, columns, or pilasters interfaces. Provide a key between themasonry and concrete. Grout key solid.G.Construct bond beams at the top course and at floor and roof diaphragm interfaces.H.Construct penetrations thru walls as they are being laid. Add 2-#5 bars in grouted cells on all sides of opening whichexceed 24 inches in either direction, UNO. Extend vertical edge bars the full height of the wall between floor or roofsupport. Extend horizontal edge bars 24 inches beyond the opening edges.I.DO NOT place construction or expansion joints in beams, headers, columns or supports, UNO.5.BEAMS:A.Build beams as an integral part of their supports. No toothing or doweling is permitted. Provide masonry units with oneopened end (No back-to-back end shells). Grout beams solid the full depth as shown in the masonry beam schedule.B.Reinforcing in the masonry beam schedule is in addition to standard wall reinforcing.C.Place horizontal top bars in the top 4 inches of the beam and extend 72 bar diameters beyond the edge of the openingor terminate with a hook. Splice bars at mid-spans, UNO.D.Place horizontal bottom bars in the bottom 4 inches of the beam and extend 24 inches beyond the edge of the openingor terminate with a hook. Splice bars at supports, UNO.E.Hook vertical stirrups around bottom horizontal bars. Also hook them around the top horizontal bars or extend them intothe wall above the beam a minimum of 48 bar diameters. Grout solid.6.COLUMNS: Grout wall jambs (sides of openings) piers & columns solid the full height of member (floor to floor, etc.).Reinforce wall jambs with (2) #5 vertical bars for each grouted cell (one cell for each 4'-0" of span or portion thereof) with a#5 placed at each side face of the wall jamb, UNO.WOOD1.CODES AND STANDARDS. Comply with:A.The ANSI/AF&PA "National Design Specification", (NDS).B.The grading requirements of the WWPA.C. Preservative Treatment requirements of the AWPA.2.MATERIALS: (All materials shall be clearly marked)A.Structural lumber species and grade shall be as follows:a.Joists, beams or headers:'DF/L #2' or better.b.Posts and columns:'DF/L #1' or better.c.Studs: 'DF/L #2' or better.d.Sill plates:'DF/L #2' or better, treated.B.Manufactured joists: Trus-Joist or approved equal.C.Structural Glued-Laminated Timber: 24F-V4 for simple spans and 24F-V8 for continuous or cantilevered beams.D.Engineered Lumber:a.Structural Laminated-Veneer-Lumber (LVL): conform to the following minimum design values:Fb =2,600 psi. (Joist/Beam orientation)Fv =285 psi.E =2,000,000 psi.E.Wood structural panels shall be Exposure 1 Grade or better APA rated sheathing with exterior glue and conform toStandard PS 1-83, or PS 2-92.F.Wood connectors shall be Simpson Strong-Tie.3.CONSTRUCTION:A.See plans for roof and floor joists sizes. Joists shall be laterally supported at bearing points by solid blocking or withmetal hangers.B.Erect manufactured joists in accordance with the fabricator's commendations. Joists shall be able support the loadspublished in their design catalogs.C.Provide bridging at 8'-0" o.c. maximum spacing for dimensional lumber and LVL joists. Provide bridging in all othermanufactured joists as per the manufacturer's recommendations.D.Fill all nail holes, round and triangular, in wood connectors (framing anchors, joist hangers, purlin anchors, etc.) withnails as specified by the manufacturer, UNO.E.Bolts and all-threads in wood connectors shall be machine rated bolts, A307 or better.F.Install washers under all bolt nuts. Make bolt holes only 1/32 to 1/16 inch larger than bolts. Tighten nuts snugly, but DONOT crush the wood. DO NOT countersink bolts, UNO.G.Specified nails are common and shall correspond to the following diameters and lengths: 16d - 0.162Øx3-1/2";10d - 0.148Øx3"; 8d - 0.131Øx2-1/2" long)H.Minimum nailing of members: Conform to IBC, Table 2304.9.1, UNO.I.Nail built-up beams of 2x_ members 12" deep or less together with 0.162Øx3-1/2" nails at 12" o.c., staggered. Add (2)0.162Øx3-1/2" common nails at supports. Bolt 2x_ members deeper than 12" together with 1/2" bolts at 16" o.c.staggered. Add (2) bolts at supports. UNO.J.All drilled holes and cut ends of preservative-treated and fire-retardant-treated wood shall be field treated with apreservative per AWPA Standards.K.Fasteners (including nuts and washers) in preservative-treated and fire-retardant-treated wood shall conform to IBCSection 2304.10.5, UNO.WOOD ROOF TRUSSES (PRE-FABRICATED)1.PRODUCT: Design and fabricate roof trusses in accordance with the requirements of the Truss Plate Institute (TPI). Usegalvanized metal gusset plates designed and manufactured per approval of "The Research Committee for the ICBO".2.DESIGN:A.The truss manufacturer is responsible for the design and fabrication of the truss system and it's bracing requirements.B.Design trusses to support the loads listed under Basis of Design, this sheet.C.Consider the effects of eccentric loading in the design of heel joints.D.No stress increase for plate connectors is allowed.E.Submit complete calculations and shop drawings indicating member forces, stresses, lumber grades, dimensions, metaltruss plate sizes and locations and bracing requirements for review prior to fabrication.3.FABRICATION:A.Fabricate in jigs with accurately cut lumber. Provide full bearing at joints.B.Use kiln dried lumber.C.Position members as shown on the drawings, if provided. Otherwise follow the approved shop drawings.D.Press plates into members to obtain full penetration. DO NOT crush the wood.E.Balance plates on the joint as the stresses require. Provide a minimum bite of 2.5" length on each member. Theminimum size of any connector shall be 12.5 square inches.F.Dimension connectors on the shop drawings for each joint.4.ERECTION:A.Brace roof trusses in accordance with the "Lateral Bracing Requirements" of the TPI.B.Nail multiple trusses together with 16d at 12" o.c. on all chord and web members, minimum. See fabricators shopdrawings for additional nailing requirements.STRUCTURAL STEEL (Structural Steel Cont.)3.CONSTRUCTION:A.Fabricate in an approved fabricator's shop.B.Fabricate beams with incidental camber up, UNO.C.Use 6000 psi (minimum at 28-day) non-shrink liquid grout beneath bearing plates. Place grout per manufacturer'srecommendations prior to loading member.D.Add deformed bar anchors to structural sections embedded in concrete or masonry, UNO. Use the same size andspacing as the adjacent reinforcing bars. Minimum length of bars shall be 48 bar diameters but not less than 24 inches.4.BOLTED CONNECTIONS:A.Use 3/4" diameter bolts in Std. holes (bolt diameter + 1/16"), UNO.B.Steel-to-steel connections: Use ASTM A325 type "N" connections, UNO.C.Other connections: Use ASTM A307 bolts or better except for anchor rods, UNO.D.Use hardened washers beneath the turned element of the bolt or nut. Use beveled hardened washers where the outerface of bolted parts has a slope greater than one in twenty with respect to the plane normal to the bolts axis. Atoversized holes, use hardened washers or plates at least 5/16" thick conforming to ASTM F436.E.Tighten bolts until all plies of the joint are in firm contact. Snug tight condition, UNO.F.Pretensioned bolts with Class A faying surfaces are required at all steel to steel connections for Moment Frames (SMF,IMF and OMF), Braced Frames (SCBR, OCBF and BRBF) and Eccentrically Braced Frames (EBF).G.Enlarge bolt holes by reaming. DO NOT torch cut.5.WELDED CONNECTIONS:A.Perform welding and cutting by AWS certified welders in accordance with ANSI/AWS D1.1 (latest edition).B.For typical shop & field welds, use filler metals with nominal 70 ksi tensile strength having:a.Matching material for multiple pass welds.b.A diffusible hydrogen limit of H16 or less.c.A CVN toughness of 20 ft-lbs at 0 deg. F.C.For shop & field weld connections of lateral load resisting elements (all braced frames and all moment frames (demandcritical welds)), use filler metals with nominal 70 ksi tensile strength having:a.Matching material for multiple pass welds.b.A diffusible hydrogen limit of H16 or less.c.A CVN toughness of 40 ft-lbs at 70 deg. F.D.Use pre-qualified procedures.E.Weld intersecting steel shapes together, which are not connected with bolts, with all-around fillet welds, UNO.F.Weld studs and DBA's according to Manufacturer's specs.G.Wherever possible use shop welds. The contractor shall coordinate field and shop welds between shop fabrication andthe steel erector.H.Remove slag from welds.6.Provide full depth web stiffeners at each side of all beams at all bearing points.A.Stiffener plates shall be the thickness called out below unless noted otherwise, and shall be welded both side with filletwelds all around: Flange widthStiffener thicknessWeld size Less than 8 1/4”1/4”3/16” 8 1/4” - 12 1/4”3/8”1/4” 12 1/4” - 16 1/2” 1/2”5/16” 16 1/2” - 20 1/4”5/8” 3/8”GENERAL NOTES FOR STRUCTURAL SHEETS4"5"6"7"12"5"6"8"10"3/8"1/2"5/8"3/4"3/8"1/2"5/8"3/4"7/8"Not permitted unless specificly noted in drawings.#6#5#4#3#7#6#5#4#3CMU (hollow)CMU(grouted)ConcreteEmbedmentLengthThreadedRod ØRebarDowelSEmbedment of Adhesive AnchorsBaseMaterialNotes:1. Installation shall be in accordance with the manufacturer's recommendationsand specifications.2. Embedment length is into structure and not veneer, uno.3. Rebar shall be deformed.FOUNDATIONS1.SOILS REPORT:A.Foundations and retaining wall systems have been designed following the recommendations contained in a soils reportprepared by:Materials Testing and InspectionsMTI File Number: E190211gDated: Nov. 6, 2019.Obtain a copy from the architect. This design assumes the recommendations contained in this report are being followed.B.If soil conditions vary from the report or if the report has been amended, etc., the contractor shall immediately inform theEOR. Foundations as shown on the drawings may require revision.2.Soil preparation under footings and slabs-on-grade shall be in accordance with the soils report.3.The general contractor is responsible for soil excavation, back fill and support of adjacent properties during earthwork.4.All walls (except cantilevered retaining walls) shall be adequately brace against lateral movement prior to backfilling.Design and erection of bracing/shoring is the general contractor's responsibility. Bracing shall remain in place untilsupporting structural elements are in place and have attained full strength. If walls are not braced, DO NOT backfill untilsuspended floor is in place and concrete has attained full strength.STEEL DECK1.PRODUCT:A.See plans for deck size and gauge, etc.B.Manufacture deck and accessories from cold rolled steel conforming to ASTM A653 or A1063 Grade 50 (galvanizedG60), and conform to the Steel Deck Institute and AISC Standards.2.CONSTRUCTION:A.Install deck with a minimum of 3 spans, UNO. Where such layout is impossible, decking must meet design criteria forsimple span condition.B.Provide 2" minimum deck bearing and 4" lap at splice locations. Provide structural support (angles, etc.) around theperimeter of all deck openings.C.DO NOT bend or mar deck.D.Store decking off the ground with one end elevated. Cover with waterproof material and ventilate to avoid condensation.3.DECK WELDING REQUIREMENTS:A.See plans for welding pattern.B.Weld to framing members with E60XX or E70XX electrodes.C.Use 3/4" diameter puddle welds. Penetrate all deck layers with weld metal and have proper fusion to the supportingsteel.D.Crimp side seams before welding side laps or use Verco's Punchlok system w/ connections @ 12" o.c. max. Engage alllayers of the deck material. (A standard button punch can NOT be used in place of Verco's Punchlok.)E.Overlap end laps at least 2" directly over a single steel support. Place welds 1" from the edge of the deck or more.F.Welds 3/8" x 1.5" long may replace 3/4" diameter welds.CONCRETE1.CODES AND STANDARDS. Comply with the following Codes:A.ACI 301, "Specifications for Structural Concrete for Buildings".B.ACI 318, "Building Code Requirements for Reinforced Concrete".C.ACI 347, "Recommended Practice for Concrete Form Work".2.MATERIALS shall conform to the following:A.Cement: ASTM C150, Portland Cement.B.Hard rock aggregates: ASTM C33Lightweight aggregates: ASTM C330C.Water shall be potable.D.Air entrainment: ASTM C260E.Fly ash: ASTM C618F.Calcium chloride SHALL NOT be used.3.MIX DESIGNS:A.Place only one type of concrete at any given time.B.The maximum slump shall be 4" w/o plasticizer added.C.Use pea gravel and/or plasticizer in congested areas.D.Limit fly ash to 20% of the total cement.E.Concrete mixes shall conform to the following:4.CONSTRUCTION:A.Mechanically vibrate concrete during placement.B.Prior to placing concrete, check with trades to insure proper placement of openings, block outs, sleeves, curbs, conduits,bolts, inserts, embeds, dowels, etc. Place anchor bolts and dowels prior to casting concrete, UNO.C.Form construction joints and bulkheads with a key way. Intentionally roughen contact surfaces (new or existing) atconstruction joints prior to casting adjacent pours, UNO.D.Add additional reinforcing too sides of floor and wall opening, equivalent to the bars cut by the opening with half to eachside of the opening or (2) #5 bars, whichever is greater, UN0. Bars parallel to the principal reinforcing shall run fulllength of the span. End bars in the other direction with a standard hook. Add (2) #5 x 5'-0" diagonal bars at everycorner.E.DO NOT allow penetrations through any beam, joist, column, pier, footing, or jamb without the EOR's approval.Otherwise, re-rout the penetration.Concrete Mix DesignsLocationf'c at28 days(psi)MaxW/CRatioMaxAggregateSizeAirContent(%)ExposureClassesSpecialInspection& TestingFSCFootings35000.503/43 +/-1F1S0C0YesFoundation walls & grade beams35000.503/43 +/-1F1S0C1YesSlabs onGradeInterior30000.501.5*0 to 2F0S0C0NoExterior40000.451.5*6 +/-1F1S0C1No*Well-graded Aggregates required, follow ACI 302 for sand gradation.POST-INSTALLED ANCHORS1.PRODUCT: Adhesive AnchorsA.Adhesive for Concrete connections shall be:1. HIT HY 200 (ESR-3187) by Hilti Corporation2. Pure110+ (ESR-3298) by DeWalt3. AC200+ (ESR-4027) by DeWalt4. SET-3G (ESR-2508) by Simpson Strong Tie.5. AT-XP (IAPMO UES ER-263) by Simpson Strong Tie.6. Alternative epoxies may be used if an ESR approval for use in cracked concrete is submitted to the structural engineer prior to use.B.Adhesive for solid grouted concrete masonry & hollow block connections shall be:1. HIT HY 270 (ESR-2682) by Hilti Corporation2. AC100+ Gold (ESR-3200) by DeWalt3. AT-XP (IAPMO 0281) by Simpson StrongC.Follow all of the manufacturer's recommendations and ESR for epoxy installation.2.PRODUCT: Mechanical AnchorsA.Mechanical Anchors for Concrete connections shall be:1. Kwik Bolt TZ (ESR-1917) by Hilti Corporation2. Power-Stud+ SD2 (ESR-2502) by DeWalt3. Strong-Bolt (ESR-1771) by Simpson Strong Tie Inc.4. Alternative mechanical anchors may be used if an ESR approval for use in cracked concrete is submitted to the structural engineer prior to use.B.Mechanical Anchors for Masonry Connections shall be:1. Kwik Bolt 3 (ESR-1385) by Hilti corporation (grout filled masonry applications)2. Power-Stud+ SD1 (ESR-2966) by DeWalt, (grout filled masonry applications)3. Wedge-All (ESR-1396) by Simpson Strong Tie Inc. (grout filled masonry applications)C.Follow all of the manufacturer's recommendations and ESR for mechanical anchor installation.3.PRODUCT: Screw AnchorsA.Screw Anchors for Concrete connections shall be:1. Kwik HUS-eZ (ESR-3027) by Hilti Corporation2. Screw-Bolt (ESR-3889) by DeWalt3. Titen HD (ESR-2713) by Simpson Strong Tie Inc.4. Alternative screw anchors may be used if an ESR approval for use in cracked concrete is submitted to the structural engineer prior to use.B.Screw Anchors for grout filled Masonry connections shall be:1. Kwik HUS-eZ (ESR-3056) by Hilti Corporation2. Screw-Bolt (ESR-4027) by DeWalt3. Titen HD (ESR-1056) by Simpson Strong Tie Inc.C.Follow all of the manufacturer's recommendations and ESR for screw anchor installation.4.Installation requirements for Adhesive anchors:A.Adhesive anchors installed in horizontal to vertically overhead orientation to support sustained tension loads shall bedone by a certified adhesive anchor installer (aai) as certified through aci/crsi (ACI 318 17.1.2). proof of currentcertification shall be submitted to the engineer for approval prior to commencement of installation.B.Adhesive anchors must be installed in concrete aged a minimum of 21 days (ACI 318 17.1.2). for installations soonerthan 21 days consult adhesive manufacturer.C.If temperature of base material at time of adhesive installation is at 45 degrees (fahrenheit) or less, an Acrylic adhesive(Dewalt AC200+, Hilti HIT-HY200, Simpson AT-XP) is required.STEEL JOISTS AND JOIST GIRDERS1.PRODUCT: Design, fabricate, and install open web joists, girders, and accessories in compliance with the "StandardSpecifications of the Steel Joist Institute", AISC specifications and with product approval from the Steel Joist Institute.2.DESIGN:A.The manufacturer is responsible for the design and fabrication of the joists, girders and their accessories.B.Design roof joist and girders to support the component and cladding uplift loads in addition to the vertical loads shown inthe BASIS OF DESIGN section of these general notes.C.Design joists and girders to support mechanical units, special equipment, suspended loads and those loads specificallyshown on the drawings. Coordinate with the contractor.D.Certificate of compliance must be submitted to the building official upon completion of fabrication inaccordance with IBC 2206.53.FABRICATION AND ERECTION:A.Provide bridging as shown or called out on the framing plans. Include a horizontal line of bridging at the first bottomchord panel point of all roof joist. If additional bridging is required, show on the shop drawings and provide at noadditional cost to the owner. Coordinate.B.DO NOT:a.Cut, drill, alter, modify, or omit any part of any joist or joist girder without written consent and direction from themanufacturer.b.Weld the bottom chords of joist girders to stabilizer plates, UNO. If required (See Plans), weld only after all dead loadhas been applied.c.Hang or place mechanical equipment, pipes or other concentrated loads on joists or girders unless positioned within4" of a panel point or add (2) L2x2x1/4 angle braces between the load and the nearest opposite chord panel point.STRUCTURAL STEEL1.CODES AND STANDARDS: Comply with:A.AISC "Specification for Structural Steel Buildings & Commentary".B.AISC "Code of Standard Practice" excluding sections 7.5.4, and 7.11.5.C.AWS "Structural Welding Code", exclude items conflicting with AISC.2.MATERIALS SHALL CONFORM AS FOLLOWS:A.Wide Flange beams & columns:ASTM A992,Fy = 50 ksi.B.Rect. Hollow Structural Sections (HSS):ASTM A500,Gr. C, Fy = 50 ksi.B.Round Hollow Structural Sections (HSS):ASTM A500,Gr. C, Fy = 46 ksi.C.Pipe:ASTM A53,Gr. B, Fy = 35 ksi.D.Misc. shapes & plates:ASTM A36,Fy = 36 ksi.E.High strength bolts:ASTM F3125, Gr. A325, Fu = 120 ksi.Gr. A490, Fu = 150 ksi, use only where noted.F.Anchor rods:ASTM F1554, Gr. 36, Fy = 36 ksi.G.Other bolts:ASTM A307, Gr. A, Fy = 36 ksi.H.Welded anchors studs (WAS, HAS):ASTM A108,Fu = 65 ksi.I.Deformed bar anchors (DBA's):ASTM A496, Fy = 70 ksi, DO NOT substitute reinforcing for DBA's.GENERALSTRUCTURALNOTES (GSN)S1.0ISSUE DATE:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTS© 2023 CLARITY DESIGN GROUP#DATEDESCRIPTIONWCA PROJECT NO:442 North Main Street, Suite 200Bountiful, Utah 84010(801) 298-1118, Office 298-1122 FaxEngineering inc.Structurale-mail: wca@wcaeng.comWCACC23019CONNECTIONSLOT 13, LOT 14450, 470 FirstAmerican CirREXBURG, ID83440FORCONSTRUCTIONIF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.3/30/20233/30/2023 STATEMENT OF SPECIAL INSPECTIONS1.The inspection requirements as noted on this sheet are required for the items that are specifically noted, designed and detailed in the structural documents. Refer to the current IBC, Chapter 17,the architectural drawings, and the geotechnical report for additional information and additional inspection requirements for non-structural items.2.The project owner shall employ one or more special inspectors to provide inspections during construction on the types of work listed below. The special inspector shall be a qualified person whoshall demonstrate competence, to the satisfaction of the building official and/or EOR, for inspection of the particular type of construction or operation requiring special inspection. These inspectionsare in addition to the inspections required by the building department of the local jurisdiction.3.Special inspectors shall keep records of inspections. The special inspector shall furnish inspection reports to the building official and to the EOR in responsible charge. Reports shall indicate thatwork inspected was done in conformance with approved construction documents. Discrepancies shall be brought to the immediate attention of the contractor for correction. If the discrepancies arenot corrected, the discrepancies shall be brought to the attention of the building official and to the EOR in responsible charge prior to the completion of that phase of the work. A final reportdocumenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted at a point in time agreed upon by the permit applicant and the buildingofficial prior to the start of work.4.Special inspections for each task shall be carried out in compliance with requirements per the current IBC and other material standards.5.FABRICATION SHOP REQUIREMENTS A. Where fabrication of structural load bearing members and assemblies are being performed on the premises of a fabricators shop, special inspections required shall be provided in the shopduring the fabrication process. This requirement may be excepted if the work is done on the premises of a fabricator registered and approved to perform such work without special inspection.A certificate shall be required to verify such approval. At completion of the fabrication, the approved fabricator shall submit a certificate of compliance to the building official stating that the workwas performed in accordance with the approved construction drawings6.TESTING: The owner will provide testing by qualified testing personnel for the following types of construction:Bolting: installation and correct torque and/or tension.Concrete: strength, slump, air, and temperature. (see Concrete Notes 3(E) on GSN for concrete items that require testing)Masonry: strength of mortar, grout, block, and prisms.Soils: compaction.Welding: type, size, length, and quality of shop and all field welds by approved methods. Ultrasonically test complete penetration welds.7.THE CONTRACTOR SHALL:A.Coordinate testing. DO NOT proceed with subsequent work until inspections and testing has been approved.B.Copy inspection reports/testing results to the Arch/EOR and owner before work proceeds.C.Correct deficient work at no additional cost to the owner.STRUCTURAL OBSERVATIONS1.Structural observations are not required for this project.STRUCTURAL STEEL INSPECTIONSITEM FOR VERIFICATION & INSPECTIONINSPECTION FREQUENCYDETAILED INSTRUCTIONS AND FREQUENCIESCONTINUOUSPERIODICMATERIAL IDENTIFICATION PROCEDURES (AISC 360 N2):Material identification procedures shall comply with the requirements of Section 6.1 ofthe Code of Standard Practice and shall be monitored by the fabricators's qualitycontrol inspector----WELDING (AISC 360 N5):PRIOR TO WELDING (TABLE N5.4-1, AISC 360):Verify welding procedures (WPS) and consumable certificatesX--Material identification--XVerify type and grade of materialWelder identification--XA system shall be maintained by which a welder who haswelded a joint or member can be identifiedFit-up groove welds--XVerify joint preparation, dimensions, cleanliness, tacking, andbackingAccess holes--XVerify configuration and finishFit-up of fillet welds--XVerify alignment, gaps at root, cleanliness of steel surfaces,and tack weld quality and locationDURING WELDING (TABLE N5.4-2, AISC 360):Use of qualified welders--XVerify that welders are appropriately qualifiedControl and handling of welding consumables--XVerify packaging and exposure controlCracked tack welds--XVerify that welding does not occur over cracked tack weldsEnvironmental conditions--XVerify win speed is within limits as well as precipitation andtemperatureWPS followed--XVerify items such as settings on welding equipment, travelspeed, welding materials, shielding gas type/flow rate, preheatapplied, interpass temperature maintained, and properpositionWelding techniques--XVerify interpass and final cleaning, each pass is within profilelimitations, and quality of each passAFTER WELDING (TABLE N5.4-3, AISC 360):Welds cleaned--XVerify that welds have been propyl cleanedSize, length, and location of weldsX--Welds meet visual acceptance criteriaX--Arc strikesX--k-areaX--Backing & weld tabs removedX--Repair activitiesX--Document acceptance or rejection of welded joint/memberX--NONDESTRUCTIVE TESTING (SECTION N5.5, AISC 360):CJP welds (Risk Cat. II)--XUltrasonic testing shall be performed on 10% of CJP groovewelds in butt, T- and corner joints subject to transverselyapplied tension loading in materials 5/16-inch thick or greater.Testing rate must be increased if > 5% of welds tested haveunacceptable defectsCJP welds (Risk Cat. III or IV)X--A reduction in the rate of ultrasonic testing is allowed perSection N5.5e.Access holes (flange > 2”)X--Welded joints subject to fatigueX--BOLTING (AISC 360 N5):PRIOR TO BOLTING (TABLE N5.6-1, AISC 360):(Not required if only snug-tight joints are specified [per Section N5.6(1) of AISC 360].)Certifications of fastenersX--Fasteners marked--XVerify that fasteners have been marked in accordance withASTM requirementsProper fasteners for joint--XVerify grade, type, and bolt length if threads are excluded fromthe shear planeProper bolting procedure--XVerify proper procedure is used for the joint detailConnecting elements--XVerify appropriate faying surface condition and holepreparation, if specified, meet requirementsPre-installation verification testing--XObserve and document verification testing by installationpersonnel for fastener assemblies and methods usedProper storage--XVerify proper storage of bolts, nuts, washers, and otherfastener componentsDURING BOLTING (TABLE N5.6-2, AISC 360):(Not required if only snug-tight joints are specified [per Section N5.6(1) of AISC 360].)(Not required for pretensioned joints using turn-of-the-nut method with match-marking, direct-tension-indicators, or twist-off type tension control method [per Section N5.6(2) of AISC360].)Fastener assemblies--XVerify that fastener assemblies are of suitable condition,paced in all holes, and washers are positioned as requiredSnug-tight prior to pretensioning--XVerify that joints are brought to snug-tight condition prior topretensioning operationFastener component--XVerify that fastener component is not turned by wrenchprevented from rotatingPretensioned fasteners--XVerify that fasteners are Pretensioned in accordance withRCSC Specification, progressing systematically from the mostrigid point toward the free edgesAFTER BOLTING (TABLE N5.6-3, AISC 360):Document acceptance or rejection of bolted connectionsX--WELDING OF REINFORCING STEEL (IBC TABLE 1705.2.2):Verification of weldability--XVerify weldability of reinforcing steel based upon carbonequivalent and in accordance with AWS D1.4Reinforcing steel in intermediate or special moment frames, and boundaryelements of special structural wallsX--Shear reinforcementX--Other reinforcing steel--XVisually inspect all welds in accordance with AWS D1.4CONCRETE CONSTRUCTION INSPECTIONSITEM FOR VERIFICATION & INSPECTIONINSPECTION FREQUENCYDETAILED INSTRUCTIONS AND FREQUENCIESCONTINUOUSPERIODICReinforcing steel, including prestressing tendons--XVerify prior to placing concrete that reinforcing is of specifiedtype, grade and size; that it is free of oil, dirt and rust; that it islocated and spaced properly; that hooks, bends, ties, stirrupsand supplemental reinforcement are placed correctly; that laplengths, stagger and offsets are provided; and that allmechanical connections are installed per the manufacturer'sinstructions and/or evaluation reportCast-in bolts & embeds--XInspection of anchors or embeds cast in concrete is requiredwhen allowable loads have been increased or where strengthdesign is usedPost-installed anchors or dowels--XAll post-installed anchors/dowels shall be specially inspectedas required by the approved ICC-ES reportUse of required mix design--XVerify that all mixes used comply with the approvedconstruction documents; ACI 318: Ch. 4, 5.2-5.4; andIBC 1904.3, 1913.2, 1913.3Concrete sampling for strength tests, slump, air content, and temperatureX--Concrete & shotcrete placementX--Curing temperature and techniques--XVerify that the ambient temperature for concrete is kept at >50°F for at least 7 days after placement. High-early-strengthconcrete shall be kept at > 50°F for at least 3 days.Accelerated curing methods may be used (see ACI 318:5.11.3). The ambient temperature for shotcrete shall be >40°F for the same period of time as noted for concrete.Shotcrete shall be kept continuously moist for at least 24hours after shotcreting. All concrete materials, reinforcement,forms, fillers, and ground shall be free from frost. In hotweather conditions ensure that appropriate measures aretaken to avoid plastic shrinkage cracking and that thespecified water/cement ratio is not exceededPre-stressed concreteX--Erection of precast concrete--XVerify that all precast elements are lifted, assembled andbraced in accordance with the approved constructiondocumentsStrength verification--XVerify that adequate strength has been achieved prior to theremoval of shores and forms or the stressing ofpost-tensioned tendonsFormwork--XVerify that the forms are placed plumb and conform to theshapes, lines, and dimensions of the members as required bythe approved construction documentsReinforcement complying with ASTM A 615 in special moment frames, specialstructural walls and coupling beams--XVerify that ASTM A 615 reinforcing steel used in these areascomplies with ACI 318: 21.1.5.2 by means of certified mill testreports. If this reinforcing steel is to be welded chemical testsshall be performed in accordance with ACI 318: 3.5.2Note:1. See also Concrete Notes Section 3(E) on GSN sheet S1.0 for structural items that require inspections and testing. Misc concrete items, i.e. bollards, stair pans, garden curb etc., need not be inspected nor tested.MASONRY CONSTRUCTION INSPECTIONS (RISK CATEGORY I, II, III)ITEM FOR VERIFICATION & INSPECTIONINSPECTION FREQUENCYDETAILED INSTRUCTIONS AND FREQUENCIESCONTINUOUSPERIODICPRIOR TO CONSTRUCTION (ARTICLE 1.15, TMS-602/ACI 530.1-11):Review material certificates, mix designs, test results and construction procedures--XVerify that materials conform to the requirements of theapproved construction documents. Mix design, test results,material certificates, and construction procedures should besubmitted for review. Mortar mix designs shall conform toASTM C 270 while grout shall conform to ASTM C 476.Material certificates shall be provided for the following:reinforcement; anchors, ties, fasteners, and metalaccessories; masonry units; mortar and grout materials.Construction procedures for cold-weather or hot-weatherconstruction shall be reviewedAS CONSTRUCTION BEGINS (TABLE 1.19.2, TMS-402/ACI 530):Proportions of site-prepared mortar--XVerify that mortar is of the type and color specified on theconstruction documents, that it conforms to ASTM C 270, andthat it is mixed in accordance with Article 2.6 A ofTMS-602/ACI 530.1-11Construction of mortar joints--XVerify that mortar joints comply with Article 3.3 B ofTMS-602/ACI 530.1-11Grade and size of prestressing tendons and anchorages--XVerify that prestressing tendons comply with Article 2.4 B ofTMS-602/ACI 530.1-11 and that anchorages, couplers, andend blocks comply with Article 2.4 HLocation of reinforcement, connectors, and prestressing tendons and anchorages--XVerify that reinforcement is placed in accordance with Article3.4 of TMS-602/ACI 530.1-11. Prestressing tendons shall beplaced per Article 3.6 APrestressing technique--XVerify that prestressing technique complies with Article 3.6 Bof TMS-602/ACI 530.1-11Properties of thin-bed mortar for AAC masonry--XVerify that mortar complies with Article 2.1 C of TMS-602/ACI530.1-11PRIOR TO GROUTING (TABLE 1.19.2, TMS-402/ACI 530-11):Grout space--XVerify that grout space is free of mortar droppings, debris,loose aggregate, and other deleterious materials and thatcleanouts are provided per Article 3.2 D and 3.2 F ofTMS-602/ACI 530.1-11Grade, type, and size of reinforcement and anchor bolts, and prestressing tendonsand anchorages--XVerify that reinforcement, joint reinforcement, wall ties, anchorbolts and veneer anchors comply with the approvedconstruction documents and Section 1.6 of TMS 402/ACI 530Placement of reinforcement, connectors, and prestressing tendons and anchorages--XVerify that reinforcement, joint reinforcement, wall ties, anchorbolts and veneer anchors are installed in accordance with theapproved construction documents and Articles 3.2 E, 3.4, and3.6 A of TMS 602/ACI 530.1-11Proportions of site-prepared grout and prestressing grout for bonded tendons--XVerify that grout is proportioned per ASTM C 476 and has aslump between 8-11 inches. Self-consolidated grout shall notbe proportioned onsite. (see Articles 2.6 B and 2.4 G.1.b ofTMS 602/ACI 530.1-11Construction of mortar joints--XVerify that mortar joints are placed in accordance with Article3.3 B of TMS 602/ACI 530.1-11DURING MASONRY CONSTRUCTION:Size and location of structural elements--XVerify the locations of structural elements with respect to theapproved plans and confirm that tolerances meet therequirements of Article 3.3 F of TMS 602/ACI 530.1-11Type, size, and location of anchors, including other details of anchorage of masonry tostructural members, frames, or other construction--XVerify that correct anchorages and connections are providedper the approved plans and Sections 1.16.4.3 and 1.17.1 ofTMS 402/ACI 530-11Welding of reinforcementX--Preparation, construction, and protection of masonry during cold weather (<40°F) orhot weather (>90°F)--XVerify that cold-weather construction is performed inaccordance with Article 1.8 C of TMS 602/ACI 530.1-11 andhot weather construction per Article 1.8 D of TMS 602/ACI530.1-11Application and measurement of prestressing forceX--Placement of grout and prestressing grout for bonded tendons is in complianceX--Placement of AAC masonry units and construction of thin-bed mortar joints--XVerify that mortar is placed in accordance with Article 3.3 B.8of TMS-602/ACI 530.1-11Observation of grout specimens, mortar specimens, and/or prisms--XConfirm that specimens/prisms are performed as required byArticle 1.4 of TMS-602/ACI 530.1-11MINIMUM TESTING:Verification of Slump Flow and Visual Stability Index (VSI) for self-consolidating grout--XCompressive strength tests should be performed inaccordance with ASTM C 1019 for slump flow and ASTM C1611 for VSIVerification of f'm and f'AAC--XDetermine the compressive strength for each wythe by the“unit strength method” or by the “prism test method” asspecified in Article 1.4 B of TMS 602/ACI 530.1-11 prior toconstructionSOILS INSPECTIONSITEM FOR VERIFICATION & INSPECTIONINSPECTION FREQUENCYDETAILED INSTRUCTIONS AND FREQUENCIESCONTINUOUSPERIODICVerify subgrade is adequate to achieve design bearing capacity--XPrior to placement of concreteVerify excavations extend to proper depth and material--XPrior to placement of compacted fill or concreteVerify that subgrade has been appropriately prepared prior to placing compactedfill--XPrior to placement of compacted fillPerform classification and testing of compacted fill materials--XAll materials shall be checked at each lift for properclassifications and gradations not less than once for each10,000ft² of surface areaVerify proper materials, densities and lift thickness during placement and compaction.X--Note:1. The approved soils report and the construction documents shall be used to determine complianceWOOD CONSTRUCTION INSPECTIONSITEM FOR VERIFICATION & INSPECTIONINSPECTION FREQUENCYDETAILED INSTRUCTIONS AND FREQUENCIESCONTINUOUSPERIODICHigh-load diaphragms--XVerify thickness and grade of sheathing, size of framingmembers at panel edges, nail/staple diameters and length,and the number of fastener lines and fastener spacing perapproved plansWood trusses spanning > 60-feet--XVerify that temporary and permanent truss bracing is installedin accordance with approved truss packageStructural wood--XIf fastener spacing is < 4”o.c.: Verify that proper nailing,bolting, anchoring and other fastening of shear walls,diaphragms, drag struts, braces, and holdownsVERIFICATION AND INSPECTIONS FOR THE STRUCTURAL DOCUMENTSSPECIALINSPECTIONS& TESTINGS1.1ISSUE DATE:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTS© 2023 CLARITY DESIGN GROUP#DATEDESCRIPTIONWCA PROJECT NO:442 North Main Street, Suite 200Bountiful, Utah 84010(801) 298-1118, Office 298-1122 FaxEngineering inc.Structurale-mail: wca@wcaeng.comWCACC23019CONNECTIONSLOT 13, LOT 14450, 470 FirstAmerican CirREXBURG, ID83440FORCONSTRUCTIONIF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.3/30/20233/30/2023 METAL ROOF DECKS1.SEE GENERAL NOTES: "STEEL DECK" FOR ADDITIONAL INFORMATION.2.FLOOR DECK TYPE:W2 FORMLOK (COMPOSITE), 20 GAGE, GALVANIZED G60, 36" WIDE, 3" DEEP, HAVING MINIMUM I = 0.422 IN^4, +S =0.323 IN^3 AND -S = 0.333 IN^3.TOTAL DECK AND CONCRETE DEPTH IS 4".NORMAL WEIGHT CONCRETE, REINFORCE CONCRETE WITH WIRE MESH 6x6-W4.0xW4.0 (or EQUAL MESH).3.CONNECTIONS:FASTEN DECK TO SUPPORTING FRAMING MEMBERS WITH #14 SDI RECOGNIZED SCREWS:A.AT EVERY FLUTE & TWO AT PANEL LAPS (ONE EACH SIDE OF SEAM), 36/5 PATTERN.B.6" O.C. AT ALL SUPPORTS PARALLEL TO DECK CORRUGATIONS.C.FASTEN SIDE LAPS BY ONE OF THE FOLLOWING:a. #10 SDI RECOGNIZED SCREWS AT 12" O.C.. ENGAGE ALL LAYERS OF THE DECK MATERIAL.b. VERCO'S PUNCHLOK II SYSTEM W/ CONNECTIONS AT 12" O.C. MAX. ENGAGE ALL LAYERS OF THE DECK MATERIAL. (A STANDARD BUTTON PUNCH CAN NOT BE USED IN PLACE OF VERCO'S PUNCHLOK.)METAL FLOOR DECKS (STAIR LANDINGS)C.W. = CROSSWISE E.W. = EACH WAY L.W. = LENGTHWISE1.ALL CONTINUOUS FOOTINGS ARE MARK FC2.0, U.N.O..2.BEAR FOOTINGS ON PROPERLY PREPARED MATERIAL, SEE SOILS REPORT.3.BEAR EXTERIOR FOOTINGS BELOW THE EFFECTS OF FROST.4.CENTER CONTINUOUS WALL FOOTINGS BELOW CENTER LINE OF THE WALL.5.CENTER SPREAD OR SPOT FOOTINGS BELOW THE CENTER OF STRUCTURAL COLUMN ABOVE.6.PROVIDE 2x4 BEVELED KEYWAYS IN CONTINUOUS WALL FOOTINGS. UNO7.PROVIDE 3" CLEAR CONCRETE COVER AT BOTTOM REINF., UNO.8.PROVIDE DOWELS WITH STANDARD HOOK FROM FOOTINGS TO ANY REINFORCED ELEMENT ABOVE. DOWELSIZE TO MATCH VERTICAL REINFORCING IN ELEMENT ABOVE. UNO9.ANY INCREASE IN THE SIZE OF FOOTINGS FOR CONSTRUCTION CONVENIENCE, MAY REQUIRE ADDITIONALREINFORCING. COORDINATE WITH THE EOR10.S - - - - - S, DENOTES AN ELEVATION STEP IN FOOTING, SEE DETAIL 4/S4.0FOOTING SCHEDULEMARKSIZEBOTTOM REINFORCINGTOP REINFORCINGWIDTHLENGTHTHICKFC2.02'-0"CONT.12"(3) #4 CONTINUOUSNONEFC2.52'-6"CONT.12"(4) #4 CONTINUOUS L.W. &#4 AT 18" O.C. C.W.NONEFC3.03'-0"CONT.12"(4) #4 CONTINUOUS L.W. &#4 AT 18" O.C. C.W.NONEFS2.02'-0"2'-0"12"#4 AT 9" O.C. E.W.NONEFS2.52'-6"2'-6"12"#4 AT 9" O.C. E.W.NONEFS3.03'-0"3'-0"12"#5 AT 9" O.C. E.W.NONEFS3.53'-6"3'-6"12"#5 AT 9" O.C. E.W.NONEFS4.04'-0"4'-0"12"#5 AT 9" O.C. E.W.NONEFS4.54'-6"4'-6"12"#5 AT 9" O.C. E.W.NONEFS5.05'-0"5'-0"12"#5 AT 9" O.C. E.W.NONEFS5.0u5'-0"5'-0"16"#5 AT 6" O.C. E.W.#5 AT 6" O.C. E.W.FS5.55'-6"5'-6"12"#5 AT 9" O.C. E.W.NONEFS5.5u5'-6"5'-6"16"#5 AT 6" O.C. E.W.#5 AT 6" O.C. E.W.FS6.06'-0"6'-0"12"#5 AT 9" O.C. E.W.NONE1.TERMINATE ALL REINFORCING (BOTH VERTICAL AND HORIZONTAL) WITH A STANDARD HOOK, ORAPPROVED EQUAL.2.DO NOT SOLID GROUT WALLS UNLESS SPECIFICALLY NOTED ON PLANS.3.SOLID GROUT ALL CELLS WITH REINFORCING AND/OR EMBEDS, TYPICAL.4.LAY BLOCK IN RUNNING BOND, TYPICAL, UNO. (IF STACK BOND IS REQ'D. CONTACT EOR FOR REQ'D. REINF.)5.TOOL MORTAR JOINTS CONCAVE, TYPICAL, UNO.6.PROVIDE MINIMUM COVER FOR REINFORCING PER THE GENERAL NOTES.7.PROVIDE CORNER BARS AT CORNERS AND INTERSECTING WALLS.8.DOWEL TO THE STRUCTURE BELOW WITH BARS MATCHING THE VERTICAL WALL REINFORCING, UNO.9.PLACE VERTICAL REINFORCING IN THE CENTER OF THE WALL UNLESS EACH FACE IS SPECIFIED.10.REMOVE BACK-TO-BACK FACE SHELLS AT INTERSECTING WALLS. ALTERNATE REMOVED FACE SHELLS,COURSE BY COURSE.11.ADD LADDER-TYPE JOINT REINFORCING OF 2-#9 WIRES (3-#9 WIRES WITH VENEER) AT 16" O.C.HORIZONTALLY IN ALL MASONRY WALLS.12.SEE DETAIL 5 THRU 10/S4.0 FOR TYP. MASONRY WALL REQUIREMENTSMASONRY WALL SCHEDULEMARKTHICKVERTICAL REINF.HORIZONTAL REINF.WALL CONSTRUCTIONNOTESMW-18"(1) #5 AT 32" O.C.(2) #4 AT 48" O.C.MW-28"(1) #5 AT 32" O.C.(2) #4 AT 48" O.C.GROUT WALL SOLIDMW-38"(1) #5 AT 32" O.C.(2) #4 AT 24" O.C.GROUT WALL SOLIDMW-48"(1) #5 AT 24" O.C.(2) #4 AT 48" O.C.24"8"MASONRY PIER SCHEDULEMARKWIDTHLENGTHVERT. REINF.TIE SETSNOTESMP-18"1'-4"(4) #5#3 AT 8" O.C.MP-28"1'-4"(4) #6#3 AT 8" O.C.MP-38"2'-0"(6) #5#3 AT 8" O.C.MP-420"2'-0"(4) #5#3 AT 8" O.C.1.SOLID GROUT ALL CELLS, TYPICAL.2.COLUMN TIES:A.SINGLE BLOCK COLUMNS: PLACE TIES WITHIN THE MORTAR JOINT, UNO.B.MULTI WIDE BLOCK COLUMNS: PLACE TIES INSIDE OF FACE SHELLS 2" ABOVE OR BELOW MORTARJOINTS. USE "H" BLOCK and/or NOTCH WEB MEMBERS AS REQUIRED.C.ADD (2) SETS OF TIES INSIDE THE FACE SHELLS AT THE TOP OF ALL COLUMNS TO ENCLOSE ANCHORBOLTS, STUDS OR DBA'S WHEN THEY OCCUR. USE SAME TIE SIZE AS SCHEDULE. UNO.3.REMOVE BACK-TO-BACK FACE SHELLS. ALTERNATE REMOVED FACE SHELLS, COURSE BY COURSE.4.DOWEL VERTICAL PIER REINFORCEMENT TO STRUCTURE BELOW WITH MATCHING BARS. EXTEND VERTICALREINFORCEMENT TO FOOTING. IF FOUNDATION WALL EXTENDS ABOVE FLOOR SLAB, ADD PIER TIES INFOUNDATION WALL FROM FLOOR SLAB TO MASONRY PIER.5.FOR BAR LAP OR SPLICE LENGTHS SEE THE GENERAL STRUCTURAL NOTES, SHEET S1.0.6.DO NOT ALLOW PENETRATIONS THRU THE COLUMN.7.HORIZONTAL WALL STEEL:A. AT PIERS WITHIN THE WALL, RUN HORIZONTAL WALL STEEL THRU THE COLUMN.B. AT PIERS AT THE END OF THE WALL OR AT WALL OPENINGS, RUN HORIZONTAL WALL STEEL THRU COLUMN TO THE FAR FACE OF PIER AND TERMINATE WITH A STD. HOOK.16"8"MP-1 & MP-2MP-3TYPE A: SINGLE CURTAINAT WALL CENTERLINEVERT. REINF. CENTERED IN WALLHORIZ. REINF.VERT. REINF. EACH FACETYPE B: DOUBLE CURTAINHORIZ. REINF.MIN. COVER SEE GEN. NOTES TYPE.CONCRETE WALL SCHEDULEMARKTHICKNESSVERTICAL REINF.HORIZONTAL REINF.NOTESCW-18"#4 AT 18" O.C.#4 AT 12" O.C.(2) #5 TOP & BOTTOM, TYPE 'A'CW-28"#4 AT 12" O.C.#4 AT 12" O.C.(2) #5 TOP & BOTTOM, TYPE 'A'CW-312"#4 AT 18" O.C. EACH FACE#4 AT 12" O.C. EACH FACE(2) #5 TOP & BOTTOM, TYPE 'B'CW-416"#4 AT 18" O.C. EACH FACE#4 AT 12" O.C. EACH FACE(2) #5 TOP & BOTTOM, TYPE 'B'CW-518"#4 AT 16" O.C. EACH FACE#4 AT 12" O.C. EACH FACE(2) #5 TOP & BOTTOM, TYPE 'B'CW-624"#4 AT 12" O.C. EACH FACE#4 AT 12" O.C. EACH FACE(2) #5 TOP & BOTTOM, TYPE 'B'CW-726"#4 AT 12" O.C. EACH FACE#4 AT 12" O.C. EACH FACE(2) #5 TOP & BOTTOM, TYPE 'B'1.CONTRACTOR TO VERIFY ALL WALL THICKNESS W/ ARCHITECT.2.PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTING WALLS, SEE DETAIL 2/S4.0.3.WHEN A SINGLE CURTAIN OF REINFORCING IS SPECIFIED, PLACE THE VERTICAL REINFORCING IN THECENTER OF THE WALL, TYPICAL, U.N.O..4.WHEN A DOUBLE CURTAIN OF REINFORCING IS SPECIFIED, PLACE EACH CURTAIN OF STEEL AT THE FACEOF THE WALL WITH MINIMUM COVER AS SPECIFIED IN THE GENERAL NOTES. PLACE THE VERTICALREINFORCING CLOSEST TO THE FORMS, TYPICAL, U.N.O..5.PROVIDE DOWELS WITH STANDARD HOOKS TO THE STRUCTURE BELOW WITH SIZE AND SPACING TOATTACH THE VERTICAL REINFORCING IN THE WALL ABOVE.6.SPLICE VERTICAL REINFORCING AT FLOOR LEVELS ONLY, TYPICAL, U.N.O..7.SPLICES IN HORIZONTAL REINFORCING IN ONE CURTAIN SHALL BE STAGGERED FROM SPLICES IN THEOPPOSITE CURTAIN A MINIMUM OF FOUR FEET.1.USE EXPOSURE 1 APA RATED SHEATHING WITH A MINIMUM SPAN INDEX OF 24/16.2.ALL SHEATHING PANEL EDGES SHALL BE BLOCKED WITH A SINGLE COMMON BACK-UP MEMBER, TYPICAL.3.WHEN BOTH FACES OF THE WALL ARE SHEATHED, STAGGER ALL JOINTS IN PLYWOOD, BOTH VERTICAL ANDHORIZONTAL, ON ONE FACE OF WALL WITH THE JOINTS ON THE OTHER FACE OF THE WALL, TYPICAL.4.ALL NAILS SHALL BE DRIVEN FLUSH WITH SURFACE OF SHEATHING. DO NOT UNDER OR OVER DRIVE NAILS.5.USE COMMON NAILS AT SPACING SHOWN. CONTACT THE E.O.R. IF STAPLES ARE TO BE SUBSTITUTED.6.IF STAPLES ARE USED INSTEAD OF NAILS, ALL SHEATHING SHALL BE INSTALLED WITH FACE GRAINPERPENDICULAR TO STUDS.7.HORIZONTAL SPLICES IN SHEATHING SHALL NOT OCCUR AT HORIZONTAL JOINTS IN FRAMING. DO NOT PLACEJOINTS AT TOP EDGE OF TOP PLATE OR AT BOTTOM EDGE OF AN UPPER WALL SILL PLATE.8.ANCHOR BOLTS SHALL INCLUDE STEEL PLATE WASHERS WITH A MINIMUM 0.229"x3"x3" IN SIZE. THE PLATEWASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE SILL PLATE ON THE SIDE(S) WITH SHEATHING. IF ASLOTTED WASHER IS USED PROVIDE A STANDARD CUT WASHER PLACED BETWEEN THE NUT AND SLOTTEDWASHER.9.ANCHOR BOLTS IN SILL PLATES SHALL BE PLACED SO AS NOT TO COINCIDE WITH THE LOCATION OF THE STUDSABOVE.10.ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" INTO THE CONCRETE, UNO.11.USING NAILS OTHER THAN THOSE SPECIFIED MAY RESULT IN THE DEMOLITION OF WORK AND FRAMING TO BEREPLACED.11.ALL EXTERIOR WALLS NOT DESIGNATED SHALL BE MARK A.12.SEE DETAIL 11/S4.0 FOR SHEAR WALL NAILING AT CORNERS AND ENDWALLS.PLYWOOD SHEAR WALL SCHEDULEMARKSHEATHINGA.P.A. RATEDNAILINGSILL PLATE BOLTS ATFOUNDATIONFRAMING ATABUTTINGPANEL JOINTSNAIL SIZENAIL SPACINGPANEL EDGESINTERMEDIATESUPPORTSA7/16 (1) SIDE0.131"Øx2-1/2"6" O.C.12" O.C.2x w/ 5/8" Ø AT 32" O.C.2x_B7/16 (1) SIDE0.131"Øx2-1/2"4" O.C.12" O.C.2x w/ 5/8" Ø AT 24" O.C.2x_HD = HOLDOWNEMBED. = EMBEDMENT LENGTH INTO CONCRETEG & N = GLUE AND NAIL W/ 0.162Øx3-1/2" AT 6" O.C. STAGGEREDD & E= DRILLED & EPOXY ANCHOR1.WASHER REQUIRED UNDER ALL BOLT NUTS, INCLUDING NUTS ON ANCHOR BOLT. STUD SIZE REPRESENTS THEMINIMUM SIZE AND NUMBER OF STUDS REQUIRED AT HOLDOWN.2.1 1/2" SPACE REQUIRED BETWEEN THE BOTTOM OF HOLDOWN AND WALL PLATE. TYPICAL ALL HOLDOWNS.3.ALL STUDS ATTACHED TO HOLDOWN ARE REQUIRED TO BE NAILED WITH THE REQUIRED PANEL EDGE NAILINGOR 4" O.C. MINIMUM WHICHEVER IS MORE RESTRICTIVE.4.INSTALL HOLDOWN PER MANUFACTURER'S RECOMMENDATIONS, UNO.5.ANY HOLDOWN MAY BE REPLACED WITH A HOLDOWN THAT FOLLOWS IN THE HOLDOWN SCHEDULE.6.SEE DETAIL 12/S4.0 FOR TYPICAL HOLDOWN REQUIREMENTS, AND DETAIL 12/S4.1 FOR FLOOR-TIE STRAPPINGREQUIREMENTS.SIMPSON STRONG-TIE HOLDOWN & FLOOR-TIE SCHEDULEMARKMODELANCHOR or TIE BOLTSTUD SIZE (MINIMUM)HD to STUD CONNECTIONHD-1HDU2-SDS2.5SIMPSON PAB5 ANCHOR(2) - 2x6 STUDS, G & N(6) 1/4x2-1/2 SDS SCREWSHD-2HDU4-SDS2.5SIMPSON PAB5 ANCHOR(2) - 2x6 STUDS, G & N(10) 1/4x2-1/2 SDS SCREWSHD-3HDU4-SDS2.5SIMPSON SB5/8x24 ANCHOR(2) - 2x6 STUDS, G & N(10) 1/4x2-1/2 SDS SCREWSFT-1MST48STEEL STRAP(2) - 2x6 STUDS, G & N(32) 0.162 x 2 1/2" NAILSFT-2HDU4-SDS2.55/8"Ø THREADED STUDWELDED TO WF BEAM BLW.SEE DETAIL 13/S4.1(2) - 2x6 STUDS, G & N(10) 1/4x2-1/2 SDS SCREWSTYPICAL BEAM SECTIONSTYPE ATOP REBARADDITIONAL HORIZ. (2) #4 AT 24"O.C. FOR TYPE A OR (1) #5 AT 24"O.C. REBAR FOR TYPE B.BOTTOM REBARSTIRRUPS, ALTERNATE DIRECTIONS. SEE SCHEDULE FOR SIZE & SPACING.TYPE BDEPTH WIDTHWIDTHDEPTH MASONRY BEAM SCHEDULEMARKWIDTHDEPTHTYPEHORIZONTAL. REINF.STIRRUPSMB-18"24"A(2) #5 BOTTOMNONEMB-28"32"A(2) #5 BOTTOM(2) #3 STIRRUPS AT 8" O.C.MB-38"40"A(2) #5 BOTTOM & (2) #5 TOP(2) #3 STIRRUPS AT 8" O.C.MB-48"56"A(4) #6 BOTTOM & (2) #5 TOP(2) #3 STIRRUPS AT 8" O.C.1.SOLID GROUT ALL CELLS, TYPICAL.2.USE OPEN ENDED UNITS THROUGHOUT MASONRY BEAM. BACK-TO-BACK END SHELLS ARE NOT ALLOWED.3.TYPICAL HORIZONTAL REINFORCING DETAILING:A.SPLICE TOP BARS AT MID SPAN ONLY.B.EXTEND TOP BARS A MINIMUM OF 4'-0" BEYOND THE FACE THE OPENING OR TERMINATE WITH ASTANDARD HOOK, UNO.C.SPLICE BOTTOM BARS AT SUPPORTS ONLY.D.EXTEND BOTTOM BARS A MINIMUM OF 24" BEYOND THE FACE OF THE OPENING OR TERMINATE WITH ASTANDARD HOOK, UNO.4.HOOK STIRRUPS AROUND HORIZONTAL TOP & BOTTOM BARS. PLACE THE FIRST STIRRUP 4" FROM THEIRSUPPORTS.5.EXTEND VERTICAL WALL REINFORCING TO BOTTOM OF BEAM IN ADDITION TO BEAM STIRRUPS.6.EXTEND THE END SUPPORTS VERTICAL STEEL THE FULL HEIGHT OF THE WALL. (LEVEL TO LEVEL)7.PROVIDE VERTICAL WALL CONTROL JOINTS ABOVE BEAMS NEAR BEAM MID-SPANS ONLY, UNO. DO NOT PLACECONTROL JOINTS AT OR NEAR FACE OF SUPPORTS OR EXTEND JOINTS THRU THE BEAMS.8.DO NOT ALLOW PENETRATIONS THROUGH MASONRY BEAMS.9.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.1.THESE LAPS ARE REQUIRED IN ALL COLUMNS, WALLS AND BEAMS.LAP LENGTHS DO NOT APPLY TO HOOKS OR COLUMN TIES.2.THE BAR COVER DISTANCE, K, SHALL BE TAKEN AS THE LEASTDIMENSION AS SHOWN HERE.3.FOR BAR COVER DISTANCES, K, NOT SHOWN CONTACT E.O.R.4.MINIMUM YIELD STRENTGH OF REINFORCEMENT; fy = 60,000psi.5.MECHANICALLY SPLICE BARS GREATER THAN #9.6.* NOT ALLOWED AS VERT. REINF IN LOW LIFT GROUTED WALLS.MASONRY - MINIMUM BAR LAP LENGTHSKKKKK KKKK # 3BAR SIZE# 4# 5# 6# 7# 8# 924"2"2 1/2"3"3 1/2"4"24"24"24"24"27"24"24"24"24"42"34"28"24"24"85" *68" *56" *48"42"115" *92" *77" *66" *58" *161" *129" *107" *92" *80" *204" *163" *136" *116" *102" *BAR COVER'K'F'm = 2000psi1.BOUNDARIES EXIST AT ALL DIAPHRAGM-SHEAR WALL INTERFACES AND ALONG ALL STRUCTURAL ELEMENTSTHAT TRANSFER DIAPHRAGM FORCES INTO THOSE WALLS.2.THIS JOINT DETERMINES IF THE DIAPHRAGM IS BLOCKED OR UNBLOCKED.3.SHEATHING ORIENTATION: LONG DIRECTION (STRONG AXIS) PERPENDICULAR TO FRAMING & SHORTDIRECTION (WEAK AXIS) PARALLEL TO FRAMING.4.USING NAILS OTHER THAN THOSE SPECIFIED MAY RESULT IN THE DEMOLITION OF WORK AND FRAMING TOBE REPLACED.5.SEE DETAIL 4/S4.1 FOR FRAMING AT SMALL OPENINGS IN ROOF SHEATHING.BLOCKING, IF REQ'DSEE TABLE ABOVENAILING AT CONTINUOUS PANEL JOINTS,SEE NOTE 2. BLOCKING CUT AND FITTEDBETWEEN JOIST AT ALL CONTINUOUSPANEL EDGESNAILING AT BOUNDARIES, SEENOTE 1.NAILING IN "FIELD"ROOF JOISTS ORTRUSSESNAILING AT NON-CONTINUOUS PANELJOINTS4'x 8' PANELS (TYP.)NAILING AT BOUNDARIES, SEENOTE 1.WOOD DIAPHRAGM NAILING AND SHEATHING SCHEDULEMARKSHEATHINGREQUIREMENTNAILING REQUIREMENTTHICKSPANRATINGNAIL SIZENAIL SPACINGBLOCKINGREQ'DBOUNDARYELEMENTSCONT.PANELJOINTSNON-CONT.PANELJOINTSFIELDWD-119/32"40/200.148"Øx3"6" O.C.N.A.6" O.C.12" O.C.NOWD-223/32"48/240.148"Øx3"6" O.C.N.A.6" O.C.12" O.C.NOMP-420"24"HORIZONTAL WALLREINFORCING TO RUN CONT.THROUGH 6" BLOCK6" CMU BLOCKGROUT SOLID,INCLUDING CENTER1.PROVIDE DOWELS WITH STANDARD HOOKS TO THESTRUCTURE BELOW TO MATCH THE VERTICALREINFORCING IN THE COLUMN ABOVE, TYP., U.N.O.2.PROVIDE A MINIMUM OF THREE SETS OF TIES IN THETOP FIVE INCHES OF EVERY COLUMN, TYP., U.N.O.PROVIDE TIE SETS AT ONE-HALF THE SPACING SHOWNIN THE SCHEDULE FOR A MINIMUM OF 1/6 THE CLEARSPAN, THE MAXIMUM CROSS SECTIONAL DIMENSIONOF THE COLUMN, OR 18 INCHES, TOP AND BOTTOM.3.PROVIDE CHAMFERS AT ALL CORNERS, COORD. WITHARCH.4.PENETRATIONS THROUGH CONCRETE COLUMNS ISNOT ALLOWED.1 TIE PER SET2" COVER TYP.CONCRETE PIER SCHEDULEMARKWIDTHLENGTHVERTICALREINF.TIE SETSNOTESCP-124"2'-4"(8) #6#4 AT 12" O.C. &(3) TIES IN TOP 5"CP-224"2'-6"(8) #6#4 AT 12" O.C. &(3) TIES IN TOP 5"EXTEND TOP OF PIER ABOVE SLAB& SLOPE FRONT SIDE PER ARCH.CP-1 & CP-2PROVIDE STANDARD 90° BENDAT OUTER HORIZONTAL BARSPROVIDE STANDARD 90° BENDAT OUTER HORIZONTAL BARS1.SEE GENERAL NOTES: "STEEL DECK" FOR ADDITIONAL INFORMATION.2.CONNECTIONS: WELD DECK TO SUPPORTING FRAMING MEMBERS WITH EITHER AN E60 OR E70 ELECTRODEWITH PUDDLE WELDS HAVING A FUSION AREA NOT LESS THAN 3/4" EFFECTIVE DIAMETER AS FOLLOWS (WELDSSHALL PENETRATE ALL LAYERS OF DECK AND HAVE PROPER FUSION TO THE SUPPORTING MEMBERS.):A.AT EVERY OTHER FLUTE & TWO AT PANEL LAPS (ONE EACH SIDE OF SEAM), 36/4 WELD PATTERN.B.12" O.C. AT ALL SUPPORTS PARALLEL TO DECK CORRUGATIONS.C.FASTEN SIDE LAPS BY ONE OF THE FOLLOWING:a. HSB TYPE DECK: TOP SEAM WELDS AT 18" O.C., CRIMP SIDE SEAMS BEFORE WELDING SIDE LAPS. ENGAGE ALL LAYERS OF THE DECK MATERIAL.b. PLB TYPE DECK: VERCO'S PUNCHLOK II SYSTEM W/ CONNECTIONS AT 18" O.C. MAX. ENGAGE ALL LAYERS OF THE DECK MATERIAL. (A STANDARD BUTTON PUNCH CAN NOT BE USED IN PLACE OF VERCO'S PUNCHLOK.)3.ROOF DECK: VERCO TYPE HSB-36 OR PLB-36, 20 GAGE, GALVANIZED G60, 36" WIDE, 1.5" DEEP, HAVING MINIMUM I = 0.231 IN^4, +S = 0.230 IN^3 AND -S = 0.237 IN^3.4.ALL ROOF DECKING TO BE THREE SPANS MINIMUM, U.N.O.5.FOR DECK OPENINGS AT RTU'S, ROOF DRAINS ETC. SEE DETAIL(s) 8, 9 & 10/S5.1SCHEDULESS1.2ISSUE DATE:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTS© 2023 CLARITY DESIGN GROUP#DATEDESCRIPTIONWCA PROJECT NO:442 North Main Street, Suite 200Bountiful, Utah 84010(801) 298-1118, Office 298-1122 FaxEngineering inc.Structurale-mail: wca@wcaeng.comWCACC23019CONNECTIONSLOT 13, LOT 14450, 470 FirstAmerican CirREXBURG, ID83440FORCONSTRUCTIONIF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.3/30/20233/30/2023 1S2.0LEVEL 1 - FOOTING & FOUNDATION PLAN1122334455667788AABBCCDDEEFFGG4.54.57.87.86.36.46.47.27.26.65.61.31.37.77.7F.9F.9F.2F.2F.8F.8F.7F.7A.3B.3B.31.8E.73.22.41.91.7A.2S - - - - - - - - - - SS - - - - - - - - - - SS - - - - - - - - - - S S - - - - - - - - - - S S - - - - - - - - S FC2.0 SLAB FOOTINGBELOW SHAFT WALLREFERENCE NOTES AND KEYNOTES1.ALL CONT. FOOTINGS MODIFY AS REQ'D AT ARCH FEATURES. FOOTING TO EXTEND 6" FROM FACE OFFOUNDATION. REINFORCE WITH #4 BARS AT 12" O.C. EACH WAY, TYP. UNO.2.SEE DETAIL 14/SS4.1 FOR SLAB FOOTING AT CONCRETE PITS.3.4" CONCRETE SLAB ON 4" FREE- DRAINING GRAVEL. REINFORCE WITH #4 BARS AT 24" O.C. EACH WAY.PLACE IN CENTER OF SLAB. FOR CONTROL JOINTS & REINF. LAPS AND SPLICES, SEE DETAIL(S) 1 & 3/S4.0.4. DENOTES HOLDOWN, SEE HOLDOWN SCHEDULE ON SHEET S1.2.5.GUIDE RAIL SUPPORT: 3/8x4x12" EMBED PLATE (LONG DIM. PLACE HORIZONTAL) AT 48" O.C. PLATE TO HAVE(2) 3/4"Ø x 5" W.A.S., TYP.HD-#333321111111122FS5.0uFS5.5uFS5.0uTOP OF THESE THREE FOOTINGSIS 5'-0" (MIN.) BELOW TOP OFSLABFS5.0uFS5.0uFS5.0uMP-1MP-1 M P - 2 MP-2M P - 1 M P - 1 M P - 1 MP-3MP-1MP-3MP-1MP-1M P - 1 FS5.5uFS5.0uHD-3HD-3HD-3HD-3HD-3HD-3HD-3HD-3HD-3HD-3HD-3HD-3HD-3HD-3HD-2HD-2HD-2HD-2HD-2HD-22S4.2TYP.14S4.114S4.11S4.2MW-2 MW-2 MW-2MW-2MW-2 MW-4 MW-4 MW-1MW-1MW-1MP-1MP-1MP-1MP-1MP-1MP-1M P - 1 MP-1HSS5x5x1/4C P - 2HSS4x4x3/16HSS4x4x3/16 HSS4x4x3/16HSS4x4x3/16HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4W8x24HSS5x5x1/4 H S S 4 x 4 x 1 / 4HSS5x5x1/4HSS5x5x1/4HSS6x6x5/16H S S 5 x 5 x 1 / 4 H S S 5 x 5 x 5 / 1 6 HSS5x5x5/16HSS5x5x5/16 HSS5x5x5/16HSS5x5x5/16HSS5x5x5/16HSS5x5x5/16HSS5x5x5/16H S S 5 x 5 x 1 / 4 FS4.0FS4.0FS4.0FS2.0FS3.5FS4.0FS4.0FS4.0FS4.0FS5.0FS4.0FS4.5FS5.5FS5.5FS6.0FS5.0FS5.0FS4.0FS4.5FS3.5FS2.0FS2.0FS2.0FS2.0FS2.5FS2.5FS3.0MP-1M P - 1 MP-1MP-1MP-1MP-1FS3.0FS3.0FS3.0FS3.0MW-1FS3.0FS3.0FS3.0FS3.0FS4.5FS4.5CW-2 CW-2 CW-2 FC3.02FC3.0 FS4.0FS4.0FS4.0FS4.0CW-2 C P - 1 M P - 4CP-1M P - 4CP-1M P - 4CP-1M P - 4 W8x31CP-2W8 x 3 1 1111MW-1FC2.5FC2.5FC2.5FC2.5FC2.5FC2.5FC2.5FC2.5FC2.5FC2.5FC2.5FC2.01FC2.0FC2.0FC2.0FC2.0FC2.0FC2.0FC2.0FC2.0FC2.0FC2.0FC2.0FC2.0FC2.0FC2.0FC2.0 FC2.0FC2.0FC2.0FC2.0FC2.0FC2.0 FC2.0FC2.0 FC2.0 FC2.0 FC2.0 FC2.0 FC2.0 FC2.0 FC2.0 FC2.0 FC2.0 FC2.01CW-1CW-1CW-1CW-1 CW-1CW-1CW-3CW-1CW-1CW-5CW-5 CW-5CW-5 CW-6 CW-5CW-1 CW-1CW-1CW-3CW-3CW-3CW-3CW-3CW-3CW-3CW-4CW-3CW-3CW-3CW-3 CW-3 CW-3 CW-3 CW-3 CW-3 CW-1CW-1 CW-1 CW-1 CW-1 CW-1 CW-1 CW-1 CW-1 CW-1 CW-1CW-1CW-1CW-1CW-1CW-1CW-1CW-1CW-1CW-1 CW-1CW-1CW-1CW-1CW-1CW-1CW-1CW-1CW-1CW-1CW-1CW-1CW-1CW-1CW-1CW-1CW-1CW-1CW-1CW-12S4.2TYP.FC2.0 FC2.0 FC2.08S4.3TYP.9S4.2TYP.5S4.3TYP.5S4.2TYP.10S4.2TYP.13S4.3TYP.13S4.3TYP.4S4.3TYP.CW-3 9S4.3TYP.10S4.3TYP.15S4.2TYP.15S4.2TYP.15S4.2TYP.4S4.3TYP.16S4.2FC2.016S4.216S4.28S4.2TYP.13S4.2TYP.7S4.2TYP.6S4.2FC2.06S4.36S4.37S4.33S4.310S4.2CW-7 CW-3 4S4.2TYP.10S4.2TYP.11S4.3TYP.1S4.3TYP.14S4.2TYP.5S4.2TYP.11S4.2TYP.11S4.2TYP.4S4.2TYP.52S4.3TYP.CW-312S4.2TYP.MP-3FS5.0FS5.0FC2.0 CW-3FS5.5uFS5.5uLEVEL 1FOOTING &FOUNDATIONPLANS2.0ISSUE DATE:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTS© 2023 CLARITY DESIGN GROUP#DATEDESCRIPTIONWCA PROJECT NO:442 North Main Street, Suite 200Bountiful, Utah 84010(801) 298-1118, Office 298-1122 FaxEngineering inc.Structurale-mail: wca@wcaeng.comWCACC23019CONNECTIONSLOT 13, LOT 14450, 470 FirstAmerican CirREXBURG, ID83440FORCONSTRUCTIONIF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.3/30/20233/30/2023 1S3.0LEVEL 2 - FLOOR FRAMING PLAN1122334455667788AABBCCDDEEFFGG4.54.57.87.86.36.46.47.27.26.65.61.31.37.77.7F.9F.9F.2F.2F.8F.8F.7F.7A.3B.3B.31.8E.73.22.41.91.7A.2MB-2MB-3MB-2MB-1 W18x55 (DRAG)W14x22 (DRAG)W14x34 (DRAG)W16x36 (DRAG)W16x36 (DRAG)W12x19 (DRAG)MB-1MB-1MB-3MB-3MB-1MB-2 (2) 1 3/4x9 1/2" LVLW12x19 (DRAG)W14x26 (DRAG)W14x22 (DRAG)W14x34 (DRAG)W16x36 (DRAG)MB-3HSS8x4x1/4 HSS8x4x1/4 HSS8x4x1/4HSS8x4x1/4MB-1HSS12x6x1/4(3) 2x8(3) 1 3/4x7 1/4" LVL(3) 2x8HSS12x2x1/4HSS6x4x3/8 HSS12x4x1/4W14x22 (DRAG)3 1/8x15" GLB (DRAG)3 1/8x15" GLB (DRAG)W12x19 (DRAG)W12x19 (DRAG)3 1/8x15" GLB (DRAG)3 1/8x15" GLB (DRAG)MB-13 1/8x15" GLB (DRAG) W14x22 3 1/8x15" GLB (DRAG)ROOF & FLOOR TRUSS NOTESSNOW DRIFTING1.DESIGN TRUSSES PER IBC 2018.2.DO NOT CHANGE TRUSS LAYOUT FROM THAT SHOWN WITH OUT EOR APPROVAL.3.ALL LOADS ARE TO BE APPLIED WITH IBC SECTION 1605.3.1 BASIC LOAD COMBINATIONS FOR ASD.4.DESIGN JOIST FOR A LIVE LOAD DEFLECTION OF L/240 FOR ROOF TRUSSES, AND L/360 FOR FLOOR TRUSSES.5.DESIGN TRUSSES FOR A WIND UPLIFT PER THE DESIGN CRITERIA ON SHEET S1.0.6.GENERAL CONTRACTOR TO COORDINATE LOCATION OF HVAC UNITS W/ ARCH & JOIST MANUFACTURER.7.RTU'S SHOWN ARE FOR REFERENCE ONLY, VERIFY LOCATION WITH MECHANICAL AND ARCHITECTURALDRAWINGS. RTU WEIGHTS SHOWN ARE THE MINIMUM DESIGN LOAD, IF ACTUAL LOAD IS GREAT INCREASE ASNEEDED, IF ACTUAL LOAD IS LESS DO NOT DECREASE DESIGN LOAD SHOWN.INDICATES SNOW DRIFT IN ADDITION TO UNIFORM ROOF SNOW LOAD, SEE APPROPRIATE DRIFT DIAGRAM ANDPLAN FOR LOCATION.LOAD IN PSFLENGTH0 PSF#DRIFT CASE A 35 psf 7'-0"DRIFT CASE B 50 psf 10'-0"DRIFT CASE C 52 psf 11'-0"DRIFT CASE D 68 psf 14'-0"LOAD LENGTHREFERENCE NOTES AND KEYNOTES1.SEE "WOOD FRAMING NOTES" ON SHEET S1.2 FOR ADDITIONAL WOOD FRAMING REQUIREMENTS.2. DENOTES SHEAR WALL AND TYPE, SEE SHEAR WALL SCHEDULE.3. DENOTES SIMPSON CS14 STRAPS, SEE DETAIL 5/S4.1 (STRAPPING MAY BE PLACED ON THE INSIDE OF THE WALL AT STEEL CANOPY LOCATIONS). STRAPPING IS REQUIRED AT BOTH TOP AND BOTTOM OF ALL OPENINGS.4.UNLESS NOTED OTHERWISE, PROVIDE (2) #5 JAMB BARS AT EACH OPENING.5.UNLESS NOTED OTHERWISE ALL WOOD BEAMS AND HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (2)TRIMMERS AND (2) KING STUDS, EACH END, U.N.O. SEE FRAMING NOTE FOR ADDITIONAL REQUIREMENTS.6.SEE DETAIL 6/S4.1 FOR WOOD STUD CONNECTIONS TO STEEL COLUMNS.7.GUIDE RAIL SUPPORT: 3/8x4x12" EMBED PLATE (LONG DIM. PLACE HORIZONTAL) AT 48" O.C. PLATE TO HAVE (2)3/4"Ø x 5" W.A.S., TYP.8. DENOTES SIMPSON LTTP2 WALL ANCHOR AT 96" O.C., SEE DETAIL 11/S4.4 & 13/S4.4.9. DENOTES SIMPSON LTTP2 WALL ANCHOR AT 96" O.C. ALONG WITH A SIMPSON CS14 STRAP EXTENDING 12'-0" FROM FACE OF WALL, SEE DETAIL 9/S4.4 & 10/S4.4.10. DENOTES SIMPSON HDU5-SDS2.5 ANCHOR, SEE DETAIL 10/S4.6.11. DENOTES SIMPSON CMST12 DRAG STRAP BY 78" LONG, CENTERED AT WF BEAM, USE A MINIMUM OF (40) 0.162Øx2 1/2" NAILS EACH END. SEE DETAIL 12 & 13/S4.5.12.SECURE STAIR STRINGERS TO DBL RIM JOIST WITH L3x3x1/4 AND (3) 5/8"Ø x 4" LAG SCREWS.13.NORMAL WEIGHT CONCRETE ON W2 STEEL DECK, TOTAL SLAB DEPTH IS 4", SEE SCHEDULE. TYPICAL ATLANDINGS14.WOOD SHEATHING/DIAPHRAGM, WD-115.WOOD SHEATHING/DIAPHRAGM, WD-2 WITH 1 1/2" GYPCRETE (COORD. WITH ARCH.)16.TYPICAL STAIR STRINGERS, HSS12x2x1/417.PROVIDE GIRDER TRUSS FRAMING AROUND HVAC SHAFT.18.WIDE FLANGE COLUMN BRACING, SEE DETAIL 11/S4.6BBBBBBBBBBBBBBBBBBBBB#BBAA33333333333333333FT-1FT-1FT-1FT-1FT-1FT-1FT-1FT-1FT-1FT-13MEZZANINE BEARING AND SHEAR WALLS2x6 AT 12" O.C. AT 16" O.C.1 1/2x7 1/4" LSL 1.5E STUDS AT 12" O.C.1 1/2x7 1/4" LSL 1.5E STUDS AT 12" O.C.1 1/2x7 1/4" LSL 1.5E STUDS AT 12" O.C.3(2) T(3) KS(2) T(3) KS(2) T(3) KS(2) T(3) KS(2) T(3 ) K S (2 ) T (3 ) K S MW-4MW-4MW-4MW-4MW-4MW-4 MW-4 MW-1MW-1MW-1MW-1MW-1MW-3MW-3MW-3 MW-3 MW-2 MW-2 MW-2MW-2MW-2MW-2MP-1MP-1 M P - 2 MP-2M P - 1 M P - 1 M P - 1 MP-3MP-1MP-3MP-1MP-1MP-1MP-1MP-1MP-1MP-1MP-1MP-1444445555PRESS PLATE WOOD FLOOR TRUSSES AT 24" O.C. UNOMAXIMUM DEPTH OF 18", COORD. W/ ARCH. FOR ACTUAL DEPTHHSS6x4x3/8 HSS12x4x1/4 CANOPY MEMBERS NOTES:1.APPLY TYPICAL OR SIMILAR DETAILS, SECTIONS AND NOTES TO SIMILAR SITUATIONS ON THE DRAWINGS WHERESPECIFIC DETAILS ARE NOT REFERENCED.2.DRAWINGS AND DETAILS HAVE BEEN PREPARED WITH THE INTENT TO VISUALLY REPRESENT INFORMATIONPROVIDED IN SCALED FORM. DO NOT SCALE PLANS OR DETAILS FOR DIMENSIONAL INFORMATION.3.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS.4.SEE DETAIL 3/S4.1 FOR PARTITION WALL BRACING5.SEE DETAIL 4/S4.1 FOR FRAMING AT SMALL OPENINGS (VENTS AND ROOF DRAINS, ETC)WOOD WALL FRAMING:1.WALL STUDS SHALL MEET THE FOLLOWINGa) EXTERIOR WALLS, SHALL BE FRAMED WITH 2x6 STUDS AT 16"O.C., MIN. UNO. (SEE PLAN WHERE 12" SPACING IS REQUIREDb) TALL WALL AT "WAITING, 104" (ENTRY AT GRIDS 6.3-7 AND A-C, SEE PLAN FOR NOTED AREAS), SHALL BE FRAMED WITH 1 1/2x7 1/4" LSL 1.5E AT 12" O.C. (ENGINEERED LUMBER), NO SUBSTITUTIONS ARE ALLOWED.c) INTERIOR FLOOR BEARING AND SHEAR WALLS SHALL BE FRAMED WITH 2x6 STUDS AT 16" O.C., UNO2.UNLESS NOTED OTHERWISE ALL WOOD BEAMS AND HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (2)TRIMMERS AND (2) KING STUDS, EACH END, U.N.O.3.WHERE ADDITIONAL TRIMMER OR KING STUDS ARE REQ'D THE FOLLOWING IS TO BE USED FOR THE NOTATION OFTHE MEMBERS: (#)T= # OF TRIMMERS, (#)KS = # OF KING STUDS4.SEE DETAIL 2/S4.1 FOR CONNECTORS AT WOOD BEAMS AND HEADERS.DOUBLE TOP PLATE NAILING: (SEE DETAIL 1/S4.1)1.TOP PLATE SPLICES TO BE 48" MINIMUM IN LENGTH.2.TOP PLATE NAILING WITHIN SPLICE IS TO BE (32) 0.148"Øx3" LONG NAILS ON EACH SIDE OF EACH SPLICE. NAILSARE TO BE EQUALLY SPACED.3.TOP PLATE NAILING OUTSIDE OF SPLICES IS TO BE 0.148"Øx3" LONG NAILS AT 12"O.C., STAGGERED.WOOD BEAM AND WOOD COLUMN NOTES:1.UNLESS NOTED OTHERWISE ALL WOOD BEAMS SHALL BE SUPPORTED BY A MINIMUM OF (2) 2x DF#2 OR BTR.2.BUILT-UP BEAMS ARE TO BE SPIKING TOGETHER AT EACH LAMINATION (EACH PLY) AS PER THE FOLLOWING:6" DEEP: (2) ROWS OF 0.148"Øx3" LONG NAILS AT 16" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 8" DEEP: (3) ROWS OF 0.148"Øx3" LONG NAILS AT 16" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 10" DEEP: (3) ROWS OF 0.148"Øx3" LONG NAILS AT 12" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 12-16" DEEP: (4) ROWS OF 0.148"Øx3" LONG NAILS AT 12" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE.3.ALL COLUMNS ARE TO BE CONTINUOUS FROM BEAM TO FOUNDATION. WOOD COLUMNS MAY BE SPLICED ATFLOOR LOCATIONS PROVIDED THAT SOLID BLOCKING IS INSTALLED TO TRANSFER LOAD AROUND FLOOR JOIST.4.BUILT-UP COLUMN (MULTIPLE 2x STUDS) ARE TO BE SPIKED TOGETHER AS PER THE FOLLOWING:2x4'S: (1) ROW OF 0.148"Øx3" LONG NAILS AT 6" O.C. STAGGERED 1" ABOUT CENTERLINE.2x6'S: (2) ROWS OF 0.148"Øx3" LONG NAILS AT 8" O.C. STAGGERED 1-1/2" FROM EDGESWOOD FRAMING NOTES:MB-2MB-1MB-1MB-2MB-1MB-2 MB-1 HSS14x4x1/4 HSS14x4x1/4 HSS14x4x1/42x6 JOIST AT 24" O.C.HSS10x2x1/4HSS10x2x1/4 HSS10x2x1/4 2x6 JOIST AT 24" O.C.HSS10x2x1/4 HSS10x2x1/4 W8x31W8x31W8x31W8x31W12x19 (DRAG)MP-1M P - 1 MP-1MP-1MP-1MP-1MW-1MW-1MW-1MW-1MW-1MW-1 MW-1MW-1 MW-1 MW-1 MB-4MB-2 5MP-1ABV(2) 2x8(2) 2x8(2) 2x8(2) 2x8(2) 2x8MW-4 MW-4 MW-4 MW-4 HSS14x4x1/4 M P - 4 M P - 4 M P - 4 M P - 4 (2) 2x8(2) 2x10 (2) 2x10 (2) 2x109 1/2" TJI 210 AT 24" O.C.W18x40 (DRAG)5(2) 2x8(2) 2x8(2) 2x814" TJI 560 AT 16" O.C.14" TJI 210 AT 16" O.C.9 1/2" TJI 210 AT 24" O.C.HSS12x4x1/4SNOW DRIFT D11 7/8" TJI 210 AT 24" O.C.(2) 1 3/4x9 1/2" LVL(3) T(3) KS(3) T(3) KS666677MP-3W12x16 (DRAG) W12x16 (DRAG)W12x16 (DRAG)899899999101111111111118812S4.5TYP. ATDRAGS9S4.5TYP.11S4.5TYP.4S4.6TYP.3S4.6TYP.HSS10x2x1/41S4.6TYP.16S4.3TYP.15S4.5TYP.2S4.6TYP.15S4.711S4.4TYP.10S4.4TYP.MW-3 8S4.69S4.6TYP.6S4.67S4.6TYP.5S4.6TYP.HSS12x4x1/4998 16S4.4TYP.6S4.55S4.5TYP.(2) 2x8 2S4.4TYP. ATLANDING1S4.4TYP. ATLANDING14S4.3TYP.15S4.4TYP.10S4.4TYP.MW-2 16S4.3TYP.7S4.5TYP.(SIM)15S4.713S4.4TYP.14S4.4TYP.3 1/8x15" GLB (DRAG)9S4.44S4.46S4.45S4.47S4.48S4.4TYP.5S4.4TYP.HSS6x4x1/414S4.3TYP.15S4.3TYP.12S4.410S4.4TYP.11S4.4TYP.10S4.4TYP.14S4.510S4.5W10x22 11 7/8" TJI 210 AT 24" O.C. W12x19 (DRAG)3S4.5TYP.15S4.4TYP.13S4.615S4.6TYP.14S4.612S4.612129S4.49S4.411S4.4TYP.(2) 2x8141414131316161515131313161616161417(2) 1 3/4x9 1/2" LVL8S4.58S4.5181113S4.5TYP. ATDRAGS(3) 1 3/4x14" LVL FT-111S4.5TYP.1S4.8TYP. AT CMU CORNERSW/ DRAGS15LEVEL 2FLOOR FRAMINGPLANS3.0ISSUE DATE:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTS© 2023 CLARITY DESIGN GROUP#DATEDESCRIPTIONWCA PROJECT NO:442 North Main Street, Suite 200Bountiful, Utah 84010(801) 298-1118, Office 298-1122 FaxEngineering inc.Structurale-mail: wca@wcaeng.comWCACC23019CONNECTIONSLOT 13, LOT 14450, 470 FirstAmerican CirREXBURG, ID83440FORCONSTRUCTIONIF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.3/30/20233/30/2023 1S3.1EVENT CENTER - ROOF FRAMING PLAN1122334455667788AABBCCDDEEFFGG4.54.57.87.86.36.46.47.27.26.65.61.31.37.77.7F.9F.9F.2F.2F.8F.8F.7F.7A.3B.3B.31.8E.73.22.41.91.7A.2ROOF & FLOOR TRUSS NOTESSNOW DRIFTING1.DESIGN TRUSSES PER IBC 2018.2.DO NOT CHANGE TRUSS LAYOUT FROM THAT SHOWN WITH OUT EOR APPROVAL.3.ALL LOADS ARE TO BE APPLIED WITH IBC SECTION 1605.3.1 BASIC LOAD COMBINATIONS FOR ASD.4.DESIGN JOIST FOR A LIVE LOAD DEFLECTION OF L/240 FOR ROOF TRUSSES, AND L/360 FOR FLOOR TRUSSES.5.DESIGN TRUSSES FOR A WIND UPLIFT PER THE DESIGN CRITERIA ON SHEET S1.0.6.GENERAL CONTRACTOR TO COORDINATE LOCATION OF HVAC UNITS W/ ARCH & JOIST MANUFACTURER.7.RTU'S SHOWN ARE FOR REFERENCE ONLY, VERIFY LOCATION WITH MECHANICAL AND ARCHITECTURALDRAWINGS. RTU WEIGHTS SHOWN ARE THE MINIMUM DESIGN LOAD, IF ACTUAL LOAD IS GREAT INCREASE ASNEEDED, IF ACTUAL LOAD IS LESS DO NOT DECREASE DESIGN LOAD SHOWN.INDICATES SNOW DRIFT IN ADDITION TO UNIFORM ROOF SNOW LOAD, SEE APPROPRIATE DRIFT DIAGRAM ANDPLAN FOR LOCATION.LOAD IN PSFLENGTH0 PSF#DRIFT CASE A 35 psf 7'-0"DRIFT CASE B 50 psf 10'-0"DRIFT CASE C 52 psf 11'-0"DRIFT CASE D 68 psf 14'-0"LOAD LENGTHSNOW DRIFT D SNOW DRIFT B SNOW DRIFT B SNOW DRIFT B SNOW DRIFT BSNOW DRIFT A SNOW DRIFT A REFERENCE NOTES AND KEYNOTES1.SEE "WOOD FRAMING NOTES" ON SHEET S1.2 FOR ADDITIONAL WOOD FRAMING REQUIREMENTS.2. DENOTES SHEAR WALL AND TYPE, SEE SHEAR WALL SCHEDULE.3.C3x5 CHORD STRAPPING, PLACED AS NOTED ON PLAN. SEE DETAIL 7/S4.1.4.SEE DETAIL 6/S4.1 FOR WOOD STUD CONNECTIONS TO STEEL COLUMNS.5.GUIDE RAIL SUPPORT: 3/8x4x12" EMBED PLATE (LONG DIM. PLACE HORIZONTAL) AT 48" O.C. PLATE TO HAVE (2)3/4"Ø x 5" W.A.S., TYP.6.1.5" B-DECK STEEL DECK, SEE SCHEDULES7.ROOF HATCH, SEE DETAIL 8/S4.1 FOR FRAMINGBBBBBBB#1 1/2x7 1/4" LSL 1.5E STUDS AT 12" O.C.1 1/2x7 1/4" LSL 1.5E STUDS AT 12" O.C.1 1/2x7 1/4" LSL 1.5E STUDS AT 12" O.C. MW-4MW-4MW-4MW-4MW-4MW-4 MW-4 MW-1MW-1MW-1MW-1MW-1MW-2 MW-3MW-3MW-3 MW-3 MW-2 MW-2 MW-2MW-2MW-2MW-2 MW-2 5'-8"NOTES:1.APPLY TYPICAL OR SIMILAR DETAILS, SECTIONS AND NOTES TO SIMILAR SITUATIONS ON THE DRAWINGS WHERESPECIFIC DETAILS ARE NOT REFERENCED.2.DRAWINGS AND DETAILS HAVE BEEN PREPARED WITH THE INTENT TO VISUALLY REPRESENT INFORMATIONPROVIDED IN SCALED FORM. DO NOT SCALE PLANS OR DETAILS FOR DIMENSIONAL INFORMATION.3.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS.4.SEE DETAIL 3/S4.1 FOR PARTITION WALL BRACING5.SEE DETAIL 4/S4.1 FOR FRAMING AT SMALL OPENINGS (VENTS AND ROOF DRAINS, ETC)WOOD WALL FRAMING:1.WALL STUDS SHALL MEET THE FOLLOWINGa) EXTERIOR WALLS, SHALL BE FRAMED WITH 2x6 STUDS AT 16"O.C., MIN. UNO. (SEE PLAN WHERE 12" SPACING IS REQUIREDb) TALL WALL AT "WAITING, 104" (ENTRY AT GRIDS 6.3-7 AND A-C, SEE PLAN FOR NOTED AREAS), SHALL BE FRAMED WITH 1 1/2x7 1/4" LSL 1.5E AT 12" O.C. (ENGINEERED LUMBER), NO SUBSTITUTIONS ARE ALLOWED.c) INTERIOR FLOOR BEARING AND SHEAR WALLS SHALL BE FRAMED WITH 2x6 STUDS AT 16" O.C., UNO2.UNLESS NOTED OTHERWISE ALL WOOD BEAMS AND HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (2)TRIMMERS AND (2) KING STUDS, EACH END, U.N.O.3.WHERE ADDITIONAL TRIMMER OR KING STUDS ARE REQ'D THE FOLLOWING IS TO BE USED FOR THE NOTATION OFTHE MEMBERS: (#)T= # OF TRIMMERS, (#)KS = # OF KING STUDS4.SEE DETAIL 2/S4.1 FOR CONNECTORS AT WOOD BEAMS AND HEADERS.DOUBLE TOP PLATE NAILING: (SEE DETAIL 1/S4.1)1.TOP PLATE SPLICES TO BE 48" MINIMUM IN LENGTH.2.TOP PLATE NAILING WITHIN SPLICE IS TO BE (32) 0.148"Øx3" LONG NAILS ON EACH SIDE OF EACH SPLICE. NAILSARE TO BE EQUALLY SPACED.3.TOP PLATE NAILING OUTSIDE OF SPLICES IS TO BE 0.148"Øx3" LONG NAILS AT 12"O.C., STAGGERED.WOOD BEAM AND WOOD COLUMN NOTES:1.UNLESS NOTED OTHERWISE ALL WOOD BEAMS SHALL BE SUPPORTED BY A MINIMUM OF (2) 2x DF#2 OR BTR.2.BUILT-UP BEAMS ARE TO BE SPIKING TOGETHER AT EACH LAMINATION (EACH PLY) AS PER THE FOLLOWING:6" DEEP: (2) ROWS OF 0.148"Øx3" LONG NAILS AT 16" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 8" DEEP: (3) ROWS OF 0.148"Øx3" LONG NAILS AT 16" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 10" DEEP: (3) ROWS OF 0.148"Øx3" LONG NAILS AT 12" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 12-16" DEEP: (4) ROWS OF 0.148"Øx3" LONG NAILS AT 12" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE.3.ALL COLUMNS ARE TO BE CONTINUOUS FROM BEAM TO FOUNDATION. WOOD COLUMNS MAY BE SPLICED ATFLOOR LOCATIONS PROVIDED THAT SOLID BLOCKING IS INSTALLED TO TRANSFER LOAD AROUND FLOOR JOIST.4.BUILT-UP COLUMN (MULTIPLE 2x STUDS) ARE TO BE SPIKED TOGETHER AS PER THE FOLLOWING:2x4'S: (1) ROW OF 0.148"Øx3" LONG NAILS AT 6" O.C. STAGGERED 1" ABOUT CENTERLINE.2x6'S: (2) ROWS OF 0.148"Øx3" LONG NAILS AT 8" O.C. STAGGERED 1-1/2" FROM EDGESWOOD FRAMING NOTES:SNOW DRIFT D6'-0"6'-0"5'-4"6'-0"6'-0"5'-4"SNOW DRIFT B6'-0"6'-0"5'-8"6'-0"6'-0"3'-8"SINGLE PITCH 28-±40LH(330/210) AT 6'-0" O.C.(SLOPE TOP CHORD 1/4", BOTTOM CHORD TO REMAIN FLAT)18K(330/210) AT 6'-0" O.C.(PROVIDE 5" JOIST SHOES±12"9'-0"9'-0"W8x10 W8x10 W8x10 ADD LOAD BLW WALL:D= 350plf, S= 400plfADD LOAD BLW WALL:D= 350plf, S= 400plfD= 2.1kipS= 2.4kipD= 2.1kipS= 2.4kipD= 2.1kipS= 2.4kipD= 2.1kipS= 2.4kipD= 2.1kipS= 2.4kip±12"9'-0"39'-0"MW-1MW-1MW-1MW-1MW-1MW-3 MW-1 MW-1 MW-1 4444STEEL ROOF JOISTS1.JOIST AND JOIST GIRDER DESIGN PER IBC 2018.2.ALL LOADS ARE TO BE APPLIED WITH IBC SECTION 1605.3.1 BASIC LOAD COMBINATIONS FOR ASD.3.DESIGN JOIST FOR A LIVE LOAD DEFLECTION OF L/240, TOTAL LOAD DEFLECTION OF L/180.4.DESIGN JOIST AND GIRDERS FOR A NET WIND UPLIFT PER GENERAL NOTE SHEET S1.0.5.PROVIDE HORIZONTAL AND CROSS BRIDGING PER SJI.6.PROVIDE UPLIFT BRIDGING PER GENERAL NOTE SHEET S1.0, AND SJI.7.GENERAL CONTRACTOR TO COORDINATE WEIGHTS OF RTU UNITS W/ ARCH & JOIST MANUFACTURER.8.SEE DETAIL 11/S4.1 FOR TYPICAL UPLIFT BRIDGING.9.SEE DETAIL 12/S4.1 FOR ADDITIONAL FRAMING AT CONCENTRATED LOADS.10.DESIGN JOIST/JOIST SHOES CONNECTED TO CMU WITH A 1.8 kip AXIAL LOAD (0.7E - SEISMIC OUT-OF-PLANEFORCE). DESIGN JOIST TO TRANSFER LOAD THROUGH THE JOIST SHOE AND INTO THE TOP CHORD.55W18x463S4.72S4.7TYP.1S4.7TYP. ATDECKING4S4.7TYP. ATJOISTS5S4.7TYP.1S4.7TYP. ATDECKING11S4.7TYP.MW-1 15S4.7TYP.14S4.712S4.7TYP.3HD-2HD-2FT-2FT-2W8x10W8x10W8x10W8x106713S4.71000 lb1000 lbEVENT CENTERROOF FRAMINGPLANS3.1ISSUE DATE:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTS© 2023 CLARITY DESIGN GROUP#DATEDESCRIPTIONWCA PROJECT NO:442 North Main Street, Suite 200Bountiful, Utah 84010(801) 298-1118, Office 298-1122 FaxEngineering inc.Structurale-mail: wca@wcaeng.comWCACC23019CONNECTIONSLOT 13, LOT 14450, 470 FirstAmerican CirREXBURG, ID83440FORCONSTRUCTIONIF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.3/30/20233/30/2023 (2) 2x81S3.2LEVEL 3 - FLOOR & ROOF FRAMING PLAN1122334455667788AABBCCDDEEFFGG4.54.57.87.86.36.46.47.27.26.65.61.31.37.77.7F.9F.9F.2F.2F.8F.8F.7F.7A.3B.3B.31.8E.73.22.41.91.7A.2MB-1HSS8x4x1/4 HSS8x4x1/4 MB-1MB-1 W18x50 (DRAG)W14x22 (DRAG)W14x34 (DRAG)W16x36 (DRAG)W16x36 (DRAG)MB-1MB-1MB-1(2) 2x8(2) 2x8(2) 2x8(2) 2x8(2) 2x8MB-2MB-2MB-1MB-1MB-1MB-1MB-1MB-1 MB-1 MB-1 MB-1(1) 1 3/4x11 7/8" LVL(1) 1 3/4x11 7/8" LVL(1) 1 3/4x11 7/8" LVL(1) 1 3/4x11 7/8" LVLHSS8x4x1/4HSS8x4x1/4 W16x57 (DRAG)W12x19 (DRAG)W14x30 (DRAG)W14x22 (DRAG)W14x34 (DRAG)W16x36 (DRAG)HSS5x5x3/16HSS5x5x3/16(2) 1 3/4x11 7/8" LVL(2) 1 3/4x11 7/8" LVL(2) 1 3/4x11 7/8" LVL(2) 1 3/4x11 7/8" LVL(2) 1 3/4x11 7/8" LVL(1) 1 3/4x11 7/8" LVL(1) 1 3/4x11 7/8" LVL(1) 1 3/4x11 7/8" LVL(2) 1 3/4x11 7/8" LVL(2) 1 3/4x11 7/8" LVL(2) 1 3/4x11 7/8" LVLW14x22 (DRAG)3 1/8x15" GLB (DRAG) 3 1/8x15" GLB (DRAG)3 1/8x15" GLB (DRAG)W12x19 (DRAG)W12x19 (DRAG)3 1/8x15" GLB (DRAG)3 1/8x15" GLB (DRAG) H S S 5 x 5 x 3 / 1 6 MB-1 W16x40 ROOF & FLOOR TRUSS NOTESSNOW DRIFTING1.DESIGN TRUSSES PER IBC 2018.2.DO NOT CHANGE TRUSS LAYOUT FROM THAT SHOWN WITH OUT EOR APPROVAL.3.ALL LOADS ARE TO BE APPLIED WITH IBC SECTION 1605.3.1 BASIC LOAD COMBINATIONS FOR ASD.4.DESIGN JOIST FOR A LIVE LOAD DEFLECTION OF L/240 FOR ROOF TRUSSES, AND L/360 FOR FLOOR TRUSSES.5.DESIGN TRUSSES FOR A WIND UPLIFT PER THE DESIGN CRITERIA ON SHEET S1.0.6.GENERAL CONTRACTOR TO COORDINATE LOCATION OF HVAC UNITS W/ ARCH & JOIST MANUFACTURER.7.RTU'S SHOWN ARE FOR REFERENCE ONLY, VERIFY LOCATION WITH MECHANICAL AND ARCHITECTURALDRAWINGS. RTU WEIGHTS SHOWN ARE THE MINIMUM DESIGN LOAD, IF ACTUAL LOAD IS GREAT INCREASE ASNEEDED, IF ACTUAL LOAD IS LESS DO NOT DECREASE DESIGN LOAD SHOWN.INDICATES SNOW DRIFT IN ADDITION TO UNIFORM ROOF SNOW LOAD, SEE APPROPRIATE DRIFT DIAGRAM ANDPLAN FOR LOCATION.LOAD IN PSFLENGTH0 PSF#DRIFT CASE A 35 psf 7'-0"DRIFT CASE B 50 psf 10'-0"DRIFT CASE C 52 psf 11'-0"DRIFT CASE D 68 psf 14'-0"LOAD LENGTHSNOW DRIFT B HANG FASCIA BEAM, (1) 1 3/4x11 7/8"LVL FROM TRUSS EXTENSIONPOINT LOAD: D= 280lb, S= 490lbREFERENCE NOTES AND KEYNOTES1.SEE "WOOD FRAMING NOTES" ON SHEET S1.2 FOR ADDITIONAL WOOD FRAMING REQUIREMENTS.2. DENOTES SHEAR WALL AND TYPE, SEE SHEAR WALL SCHEDULE.3. DENOTES SIMPSON CS14 STRAPS, SEE DETAIL 5/S4.1 (STRAPPING MAY BE PLACED ON THE INSIDE OF THE WALL AT STEEL CANOPY LOCATIONS). STRAPPING IS REQUIRED AT BOTH TOP AND BOTTOM OF ALL OPENINGS.4.UNLESS NOTED OTHERWISE, PROVIDE (2) #5 JAMB BARS AT EACH OPENING.5.UNLESS NOTED OTHERWISE ALL WOOD BEAMS AND HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (2)TRIMMERS AND (2) KING STUDS, EACH END, U.N.O. SEE FRAMING NOTE FOR ADDITIONAL REQUIREMENTS.6.SEE DETAIL 6/S4.1 FOR WOOD STUD CONNECTIONS TO STEEL COLUMNS.7.GUIDE RAIL SUPPORT: 3/8x4x12" EMBED PLATE (LONG DIM. PLACE HORIZONTAL) AT 48" O.C. PLATE TO HAVE (2)3/4"Ø x 5" W.A.S., TYP.8. DENOTES SIMPSON LTTP2 WALL ANCHOR AT 96" O.C., SEE DETAIL 11/S4.4.9. DENOTES SIMPSON LTTP2 WALL ANCHOR AT 96" O.C. ALONG WITH A SIMPSON CS14 STRAP EXTENDING 12'-0" FROM FACE OF WALL, SEE DETAIL 10/S4.4.10. DENOTES SIMPSON MST48 WALL STRAP, CENTERED AT COLUMN, SEE DETAIL 2/S4.8.11. DENOTES SIMPSON HDU5-SDS2.5 WALL ANCHOR, SEE DETAIL 10/S4.6.12.SEE DETAIL 3/S4.4 FOR WOOD BEAM TO STEEL COLUMN CONNECTION.13.HSS FALSE BRACE, COORD. WITH ARCH. AND SEE DETAIL 12/S4.3.14. DENOTES SIMPSON CMST12 DRAG STRAP BY 78" LONG, CENTERED AT WF BEAM, USE A MINIMUM OF (40) 0.162Øx2 1/2" NAILS EACH END. SEE DETAIL 12 & 13/S4.5.15.WIDE FLANGE COLUMN BRACING, SEE DETAIL 11/S4.616.NORMAL WEIGHT CONCRETE ON W2 STEEL DECK, TOTAL SLAB DEPTH IS 4", SEE SCHEDULE. TYPICAL ATLANDINGS17.WOOD SHEATHING/DIAPHRAGM, WD-118.WOOD SHEATHING/DIAPHRAGM, WD-2 WITH 1 1/2" GYPCRETE (COORD. WITH ARCH.)19.WOOD SHEATHING/DIAPHRAGM, WD-2 WITH NO GYPCRETE.20.TYPICAL STAIR STRINGERS, HSS12x2x1/421.PROVIDE GIRDER TRUSS FRAMING AROUND HVAC SHAFT.22.1.5" B-DECK STEEL DECK, SEE SCHEDULES#BBBBBBBBBBBBBBBBAA333333333333333333HD-1HD-1HD-1HD-1HD-1HD-1HD-1HD-1HD-1HD-2HD-2FT-1FT-1FT-1FT-1FT-1FT-1FT-1FT-1FT-1FT-1FT-1FT-1FT-2FT-2FT-2HD-1(2) T(3) KS(2) T(3) KS(2) T(3) KS(2 ) T (3 ) KS (2 ) T (3 ) K S MW-4MW-4MW-4MW-4MW-4MW-4 MW-4 MW-1MW-1MW-1MW-1MW-1MW-3MW-3MW-3 MW-3 MW-2 MW-2 MW-2MW-2MW-2MW-2 MW-2MP-1MP-1 M P - 2 MP-2M P - 1 M P - 1 M P - 1 MP-3MP-3MP-1MP-1MP-1MP-1444445555HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/43 1/8x15" GLB (DRAG) 3 1/8x15" GLB (DRAG)W12x19 (DRAG)W12x19 (DRAG)PRESS PLATE WOOD FLOOR TRUSSES AT 24" O.C. UNOMAXIMUM DEPTH OF 18", COORD. W/ ARCH. FOR ACTUAL DEPTH3HSS4x4x1/4PROVIDE (3) 2x8 INNON-BEARING WALLBELOW6'-8"6'-8"SINGLE PITCH 28-±42LH(330/210) AT 6'-0" O.C.(SLOPE TOP CHORD 1/4", BOTTOM CHORD TO REMAIN FLAT)4NOTES:1.APPLY TYPICAL OR SIMILAR DETAILS, SECTIONS AND NOTES TO SIMILAR SITUATIONS ON THE DRAWINGS WHERESPECIFIC DETAILS ARE NOT REFERENCED.2.DRAWINGS AND DETAILS HAVE BEEN PREPARED WITH THE INTENT TO VISUALLY REPRESENT INFORMATIONPROVIDED IN SCALED FORM. DO NOT SCALE PLANS OR DETAILS FOR DIMENSIONAL INFORMATION.3.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS.4.SEE DETAIL 3/S4.1 FOR PARTITION WALL BRACING5.SEE DETAIL 4/S4.1 FOR FRAMING AT SMALL OPENINGS (VENTS AND ROOF DRAINS, ETC)WOOD WALL FRAMING:1.WALL STUDS SHALL MEET THE FOLLOWINGa) EXTERIOR WALLS, SHALL BE FRAMED WITH 2x6 STUDS AT 16"O.C., MIN. UNO. (SEE PLAN WHERE 12" SPACING IS REQUIREDb) TALL WALL AT "WAITING, 104" (ENTRY AT GRIDS 6.3-7 AND A-C, SEE PLAN FOR NOTED AREAS), SHALL BE FRAMED WITH 1 1/2x7 1/4" LSL 1.5E AT 12" O.C. (ENGINEERED LUMBER), NO SUBSTITUTIONS ARE ALLOWED.c) INTERIOR FLOOR BEARING AND SHEAR WALLS SHALL BE FRAMED WITH 2x6 STUDS AT 16" O.C., UNO2.UNLESS NOTED OTHERWISE ALL WOOD BEAMS AND HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (2)TRIMMERS AND (2) KING STUDS, EACH END, U.N.O.3.WHERE ADDITIONAL TRIMMER OR KING STUDS ARE REQ'D THE FOLLOWING IS TO BE USED FOR THE NOTATION OFTHE MEMBERS: (#)T= # OF TRIMMERS, (#)KS = # OF KING STUDS4.SEE DETAIL 2/S4.1 FOR CONNECTORS AT WOOD BEAMS AND HEADERS.DOUBLE TOP PLATE NAILING: (SEE DETAIL 1/S4.1)1.TOP PLATE SPLICES TO BE 48" MINIMUM IN LENGTH.2.TOP PLATE NAILING WITHIN SPLICE IS TO BE (32) 0.148"Øx3" LONG NAILS ON EACH SIDE OF EACH SPLICE. NAILSARE TO BE EQUALLY SPACED.3.TOP PLATE NAILING OUTSIDE OF SPLICES IS TO BE 0.148"Øx3" LONG NAILS AT 12"O.C., STAGGERED.WOOD BEAM AND WOOD COLUMN NOTES:1.UNLESS NOTED OTHERWISE ALL WOOD BEAMS SHALL BE SUPPORTED BY A MINIMUM OF (2) 2x DF#2 OR BTR.2.BUILT-UP BEAMS ARE TO BE SPIKING TOGETHER AT EACH LAMINATION (EACH PLY) AS PER THE FOLLOWING:6" DEEP: (2) ROWS OF 0.148"Øx3" LONG NAILS AT 16" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 8" DEEP: (3) ROWS OF 0.148"Øx3" LONG NAILS AT 16" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 10" DEEP: (3) ROWS OF 0.148"Øx3" LONG NAILS AT 12" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 12-16" DEEP: (4) ROWS OF 0.148"Øx3" LONG NAILS AT 12" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE.3.ALL COLUMNS ARE TO BE CONTINUOUS FROM BEAM TO FOUNDATION. WOOD COLUMNS MAY BE SPLICED ATFLOOR LOCATIONS PROVIDED THAT SOLID BLOCKING IS INSTALLED TO TRANSFER LOAD AROUND FLOOR JOIST.4.BUILT-UP COLUMN (MULTIPLE 2x STUDS) ARE TO BE SPIKED TOGETHER AS PER THE FOLLOWING:2x4'S: (1) ROW OF 0.148"Øx3" LONG NAILS AT 6" O.C. STAGGERED 1" ABOUT CENTERLINE.2x6'S: (2) ROWS OF 0.148"Øx3" LONG NAILS AT 8" O.C. STAGGERED 1-1/2" FROM EDGESWOOD FRAMING NOTES:HSS5x5x3/16SNOW DRIFT BSNOW DRIFT BSNOW DRIFT D MB-1MB-19 1/2" TJI 210 AT 24" O.C.W24x55 (DRAG)(3) 2x8(3) 2x8B BBB1 3/4x7 1/4" LVL AT 16" O.C.2x8 AT 24" O.C.2x8 AT 24" O.C.2x8 JOISTAT 24" O.C.STRUCTURAL FASCIA, (1) 1 3/4x11 7/8" LVLSECURE TO TRUSSES WITH HANGERSCANT. OUT TO SUPPORT END JOISTFRAME END OF EYEBROWWITH 2x8 JOIST AT 24" O.C.(2) 1 3/4x11 7/8" LVL(2) 2x8 (2 ) T (3 ) K SB5M P - 1 (3) 2x10 (3) 2x10 (2) 1 3/4x9 1/2" LVL5(2) 2x86666STEEL ROOF JOISTS1.JOIST AND JOIST GIRDER DESIGN PER IBC 2018.2.ALL LOADS ARE TO BE APPLIED WITH IBC SECTION 1605.3.1 BASIC LOAD COMBINATIONS FOR ASD.3.DESIGN JOIST FOR A LIVE LOAD DEFLECTION OF L/240, TOTAL LOAD DEFLECTION OF L/180.4.DESIGN JOIST AND GIRDERS FOR A NET WIND UPLIFT PER GENERAL NOTE SHEET S1.0.5.PROVIDE HORIZONTAL AND CROSS BRIDGING PER SJI.6.PROVIDE UPLIFT BRIDGING PER GENERAL NOTE SHEET S1.0, AND SJI.7.GENERAL CONTRACTOR TO COORDINATE WEIGHTS OF RTU UNITS W/ ARCH & JOIST MANUFACTURER.8.SEE DETAIL 11/S4.1 FOR TYPICAL UPLIFT BRIDGING.9.SEE DETAIL 12/S4.1 FOR ADDITIONAL FRAMING AT CONCENTRATED LOADS.10.DESIGN JOIST/JOIST SHOES CONNECTED TO CMU WITH A 1.8 kip AXIAL LOAD (0.7E - SEISMIC OUT-OF-PLANEFORCE). DESIGN JOIST TO TRANSFER LOAD THROUGH THE JOIST SHOE AND INTO THE TOP CHORD.77W12x16 (DRAG) W12x16 (DRAG) W12x16 (DRAG) W12x16 (DRAG)88899999910101112131313141414141414141511S4.5TYP.2S4.7TYP.15 & 16S4.74S4.7TYP. ATJOIST1S4.7TYP. ATDECKING8S4.9TYP.5S4.9TYP.5S4.7TYP.4S4.7TYP. ATJOIST(1) 1 3/4x11 7/8" LVL(2) 1 3/4x11 7/8" LVL6S4.7TYP.7S4.7TYP.HD-111S4.4TYP.8813S4.8TYP.11S4.8TYP.9S4.5TYP.11S4.5TYP.2S4.4TYP. ATLANDING1S4.4TYP. ATLANDING14S4.3TYP.15S4.4TYP.10S4.4TYP.16S4.4TYP.9S4.7(3) 2x8 (2) 2x85S4.5TYP.SIM.8S4.78S4.7SIM.12S4.410S4.73S4.5TYP.4S4.5TYP.16S4.6TYP.2S4.516S4.4TYP.(2) 1 3/4x9 1/2" LVL 1S4.510S4.4TYP.MW-3 16S4.3TYP.15S4.710S4.4TYP.11S4.4TYP.11S4.4TYP.10S4.4TYP.11S4.4TYP.19AA1717172216162020181616202019182112S4.5TYP. ATDRAGS13S4.5TYP. ATDRAGS3S4.72S4.8TYP.1S4.8TYP. AT CMU CORNERSW/ DRAGS1000 lb1000 lbLEVEL 3FLOOR & ROOFFRAMING PLANS3.2ISSUE DATE:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTS© 2023 CLARITY DESIGN GROUP#DATEDESCRIPTIONWCA PROJECT NO:442 North Main Street, Suite 200Bountiful, Utah 84010(801) 298-1118, Office 298-1122 FaxEngineering inc.Structurale-mail: wca@wcaeng.comWCACC23019CONNECTIONSLOT 13, LOT 14450, 470 FirstAmerican CirREXBURG, ID83440FORCONSTRUCTIONIF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.3/30/20233/30/2023 1S3.3ROOF FRAMING PLAN1122334455667788AABBCCDDEEFFGG4.54.57.87.86.36.46.47.27.26.65.61.31.37.77.7F.9F.9F.2F.2F.8F.8F.7F.7A.3B.3B.31.8E.73.22.41.91.7A.2MB-1HSS8x4x1/4 MB-1MB-1MB-1 W16x40 (DRAG)W12x19 (DRAG)W14x22 (DRAG)W14x26 (DRAG)W14x26 (DRAG)W12x19 (DRAG)W14x34 (DRAG)MB-1MB-1MB-1MB-1 (2) 2x8(2) 2x8(2) 2x8(2) 2x8(2) 2x8(2) 1 3/4x9 1/2" LVL(2) 2x8(2) 2x8(2) 2x8(2) 2x8(2) 1 3/4x9 1/2" LVL(2) 2x8(2) 2x8(2) 2x8(2) 2x8(2) 2x8 (2) 2x8 (2) 2x8 (3) 2x10W14x22 (DRAG)W12x19 (DRAG)W12x19 (DRAG)W14x22 (DRAG)W14x26 (DRAG)W12x19 (DRAG)W12x19 (DRAG)W12x16 (DRAG)3 1/8x13 1/2" GLB (DRAG)3 1/8x13 1/2" GLB (DRAG) W12x16 (DRAG)3 1/8x13 1/2" GLB (DRAG)3 1/8x13 1/2" GLB (DRAG) W12x16 (DRAG)W12x19 (DRAG)W14x34 W12x16 (DRAG)3 1/8x13 1/2" GLB (DRAG)3 1/8x13 1/2" GLB (DRAG)ROOF & FLOOR TRUSS NOTESSNOW DRIFTING1.DESIGN TRUSSES PER IBC 2018.2.DO NOT CHANGE TRUSS LAYOUT FROM THAT SHOWN WITH OUT EOR APPROVAL.3.ALL LOADS ARE TO BE APPLIED WITH IBC SECTION 1605.3.1 BASIC LOAD COMBINATIONS FOR ASD.4.DESIGN JOIST FOR A LIVE LOAD DEFLECTION OF L/240 FOR ROOF TRUSSES, AND L/360 FOR FLOOR TRUSSES.5.DESIGN TRUSSES FOR A WIND UPLIFT PER THE DESIGN CRITERIA ON SHEET S1.0.6.GENERAL CONTRACTOR TO COORDINATE LOCATION OF HVAC UNITS W/ ARCH & JOIST MANUFACTURER.7.RTU'S SHOWN ARE FOR REFERENCE ONLY, VERIFY LOCATION WITH MECHANICAL AND ARCHITECTURALDRAWINGS. RTU WEIGHTS SHOWN ARE THE MINIMUM DESIGN LOAD, IF ACTUAL LOAD IS GREAT INCREASE ASNEEDED, IF ACTUAL LOAD IS LESS DO NOT DECREASE DESIGN LOAD SHOWN.INDICATES SNOW DRIFT IN ADDITION TO UNIFORM ROOF SNOW LOAD, SEE APPROPRIATE DRIFT DIAGRAM ANDPLAN FOR LOCATION.LOAD IN PSFLENGTH0 PSF#DRIFT CASE A 35 psf 7'-0"DRIFT CASE B 50 psf 10'-0"DRIFT CASE C 52 psf 11'-0"DRIFT CASE D 68 psf 14'-0"LOAD LENGTHSNOW DRIFT DSNOW DRIFT DSNOW DRIFT DSNOW DRIFT DSNOW DRIFT C SNOW DRIFT C SNOW DRIFT C SNOW DRIFT C SNOW DRIFT C SNOW DRIFT CPARAPET BRACING,SEE DETAILSREFERENCE NOTES AND KEYNOTES1.SEE "WOOD FRAMING NOTES" ON SHEET S1.2 FOR ADDITIONAL WOOD FRAMING REQUIREMENTS.2. DENOTES SHEAR WALL AND TYPE, SEE SHEAR WALL SCHEDULE.3. DENOTES SIMPSON CS14 STRAPS, SEE DETAIL 5/S4.1 (STRAPPING MAY BE PLACED ON THE INSIDE OF THE WALL AT STEEL CANOPY LOCATIONS). STRAPPING IS REQUIRED AT BOTH TOP AND BOTTOM OF ALL OPENINGS.4.UNLESS NOTED OTHERWISE, PROVIDE (2) #5 JAMB BARS AT EACH OPENING.5.UNLESS NOTED OTHERWISE ALL WOOD BEAMS AND HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (2)TRIMMERS AND (2) KING STUDS, EACH END, U.N.O. SEE FRAMING NOTE FOR ADDITIONAL REQUIREMENTS.6.SEE DETAIL 6/S4.1 FOR WOOD STUD CONNECTIONS TO STEEL COLUMNS.7.GUIDE RAIL SUPPORT: 3/8x4x12" EMBED PLATE (LONG DIM. PLACE HORIZONTAL) AT 48" O.C. PLATE TO HAVE (2)3/4"Ø x 5" W.A.S., TYP.8. DENOTES SIMPSON LTTP2 WALL ANCHOR AT 96" O.C., SEE DETAIL 4/S4.8.9. DENOTES SIMPSON LTTP2 WALL ANCHOR AT 96" O.C. ALONG WITH A SIMPSON CS14 STRAP EXTENDING 12'-0" FROM FACE OF WALL, SEE DETAIL 5/S4.8.10. DENOTES SIMPSON MST48 WALL STRAP, CENTERED AT COLUMN, SEE DETAIL 2/S4.8.11.HSS FALSE BRACE, COORD. WITH ARCH. AND SEE DETAIL 12/S4.3.12. DENOTES SIMPSON CMST12 DRAG STRAP BY 78" LONG, CENTERED AT WF BEAM, USE A MINIMUM OF (40) 0.162Øx2 1/2" NAILS EACH END. SEE DETAIL 12 & 13/S4.5.13.WIDE FLANGE COLUMN BRACING, SEE DETAIL 11/S4.614.NORMAL WEIGHT CONCRETE ON W2 STEEL DECK, TOTAL SLAB DEPTH IS 4", SEE SCHEDULE. TYPICAL ATLANDINGS15.WOOD SHEATHING/DIAPHRAGM, WD-116.TYPICAL STAIR STRINGERS, HSS12x2x1/417.PROVIDE GIRDER TRUSS FRAMING AROUND HVAC SHAFT.18. DENOTES SIMPSON CS14 STRAP 96" LONG AND SPACED AT 96" O.C., SEE DETAIL 9/S4.8.#BBBBBAAAAAAAAAABBBBBBBAAAAAAAA3333333333333333333333333333MW-3MW-3MW-3 MW-3 MW-2 MW-1MW-2 MW-2MW-2MW-2MW-2MW-2 44555555552x8 AT 24" O.C.PRESS PLATE WOOD ROOF TRUSSES AT 24" O.C. UNOMAXIMUM DEPTH OF 18", COORD. W/ ARCH. FOR ACTUAL DEPTH2x8 AT 24" O.C. 3 1/8x13 1/2" GLB (DRAG)(2) 2x8SNOW DRIFT C HSS12x2x3/16 HSS8x3x3/16HSS8x3x3/16HSS8x3x3/16HSS8x3x3/16HSS8x3x3/16HSS8x3x3/16NOTES:1.APPLY TYPICAL OR SIMILAR DETAILS, SECTIONS AND NOTES TO SIMILAR SITUATIONS ON THE DRAWINGS WHERESPECIFIC DETAILS ARE NOT REFERENCED.2.DRAWINGS AND DETAILS HAVE BEEN PREPARED WITH THE INTENT TO VISUALLY REPRESENT INFORMATIONPROVIDED IN SCALED FORM. DO NOT SCALE PLANS OR DETAILS FOR DIMENSIONAL INFORMATION.3.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS.4.SEE DETAIL 3/S4.1 FOR PARTITION WALL BRACING5.SEE DETAIL 4/S4.1 FOR FRAMING AT SMALL OPENINGS (VENTS AND ROOF DRAINS, ETC)WOOD WALL FRAMING:1.WALL STUDS SHALL MEET THE FOLLOWINGa) EXTERIOR WALLS, SHALL BE FRAMED WITH 2x6 STUDS AT 16"O.C., MIN. UNO. (SEE PLAN WHERE 12" SPACING IS REQUIREDb) TALL WALL AT "WAITING, 104" (ENTRY AT GRIDS 6.3-7 AND A-C, SEE PLAN FOR NOTED AREAS), SHALL BE FRAMED WITH 1 1/2x7 1/4" LSL 1.5E AT 12" O.C. (ENGINEERED LUMBER), NO SUBSTITUTIONS ARE ALLOWED.c) INTERIOR FLOOR BEARING AND SHEAR WALLS SHALL BE FRAMED WITH 2x6 STUDS AT 16" O.C., UNO2.UNLESS NOTED OTHERWISE ALL WOOD BEAMS AND HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (2)TRIMMERS AND (2) KING STUDS, EACH END, U.N.O.3.WHERE ADDITIONAL TRIMMER OR KING STUDS ARE REQ'D THE FOLLOWING IS TO BE USED FOR THE NOTATION OFTHE MEMBERS: (#)T= # OF TRIMMERS, (#)KS = # OF KING STUDS4.SEE DETAIL 2/S4.1 FOR CONNECTORS AT WOOD BEAMS AND HEADERS.DOUBLE TOP PLATE NAILING: (SEE DETAIL 1/S4.1)1.TOP PLATE SPLICES TO BE 48" MINIMUM IN LENGTH.2.TOP PLATE NAILING WITHIN SPLICE IS TO BE (32) 0.148"Øx3" LONG NAILS ON EACH SIDE OF EACH SPLICE. NAILSARE TO BE EQUALLY SPACED.3.TOP PLATE NAILING OUTSIDE OF SPLICES IS TO BE 0.148"Øx3" LONG NAILS AT 12"O.C., STAGGERED.WOOD BEAM AND WOOD COLUMN NOTES:1.UNLESS NOTED OTHERWISE ALL WOOD BEAMS SHALL BE SUPPORTED BY A MINIMUM OF (2) 2x DF#2 OR BTR.2.BUILT-UP BEAMS ARE TO BE SPIKING TOGETHER AT EACH LAMINATION (EACH PLY) AS PER THE FOLLOWING:6" DEEP: (2) ROWS OF 0.148"Øx3" LONG NAILS AT 16" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 8" DEEP: (3) ROWS OF 0.148"Øx3" LONG NAILS AT 16" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 10" DEEP: (3) ROWS OF 0.148"Øx3" LONG NAILS AT 12" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 12-16" DEEP: (4) ROWS OF 0.148"Øx3" LONG NAILS AT 12" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE.3.ALL COLUMNS ARE TO BE CONTINUOUS FROM BEAM TO FOUNDATION. WOOD COLUMNS MAY BE SPLICED ATFLOOR LOCATIONS PROVIDED THAT SOLID BLOCKING IS INSTALLED TO TRANSFER LOAD AROUND FLOOR JOIST.4.BUILT-UP COLUMN (MULTIPLE 2x STUDS) ARE TO BE SPIKED TOGETHER AS PER THE FOLLOWING:2x4'S: (1) ROW OF 0.148"Øx3" LONG NAILS AT 6" O.C. STAGGERED 1" ABOUT CENTERLINE.2x6'S: (2) ROWS OF 0.148"Øx3" LONG NAILS AT 8" O.C. STAGGERED 1-1/2" FROM EDGESWOOD FRAMING NOTES:66666677888899999910610101010101010101012121212121212137S4.8TYP.6S4.8TYP.5S4.8TYP.4S4.8TYP.9S4.810S4.83S4.8TYP.11S4.5TYP.6S4.8TYP.6S4.8TYP.8S4.8TYP.2S4.4TYP. ATLANDING1S4.4TYP. ATLANDING14S4.3TYP.HSS8x4x1/4 5S4.8TYP.4S4.8TYP.5S4.8TYP.4S4.8TYP.7S4.8TYP.(2) 1 3/4x9 1/2" LVL 2S4.934S4.9TYP.3(3) 2x10 1S4.93S4.9TYP.(2) 1 3/4x9 1/2" LVLHSS12x2x3/1616S4.3TYP.1515171414161612S4.5TYP. ATDRAGS13S4.5TYP. ATDRAGS11S4.5TYP.2S4.8TYP.18181S4.8TYP. AT CMU CORNERSW/ DRAGSW12x19 (DRAG)500 lb800 lb800 lb800 lbROOF FRAMINGPLANS3.3ISSUE DATE:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTS© 2023 CLARITY DESIGN GROUP#DATEDESCRIPTIONWCA PROJECT NO:442 North Main Street, Suite 200Bountiful, Utah 84010(801) 298-1118, Office 298-1122 FaxEngineering inc.Structurale-mail: wca@wcaeng.comWCACC23019CONNECTIONSLOT 13, LOT 14450, 470 FirstAmerican CirREXBURG, ID83440FORCONSTRUCTIONIF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.3/30/20233/30/2023 1S3.4TOP OF STAIRS - ROOF FRAMING PLAN12233445566778AABBCCDDEE4.57.87.86.36.46.41.37.7A.3B.3B.31.8A.2MB-1MB-1MB-1W8x15 HOIST2S3.4TOP OF STAIRS - UPPER ROOF FRAMING PLAN4564.56.46.4DDEEREFERENCE NOTES AND KEYNOTES1.SEE "WOOD FRAMING NOTES" ON SHEET S1.2 FOR ADDITIONAL WOOD FRAMING REQUIREMENTS.2. DENOTES SHEAR WALL AND TYPE, SEE SHEAR WALL SCHEDULE.3.UNLESS NOTED OTHERWISE, PROVIDE (2) #5 JAMB BARS AT EACH OPENING.4.GUIDE RAIL SUPPORT: 3/8x4x12" EMBED PLATE (LONG DIM. PLACE HORIZONTAL) AT 48" O.C. PLATE TO HAVE (2)3/4"Ø x 5" W.A.S., TYP.5.SIMPSON HDU2-SDS2.5 ANCHORS, SEE DETAIL 14/S4.8. PLACE WITHIN 12" OF MASONRY CORNER, ON ALONGGRIDS D AND E6.HSS FALSE BRACE, COORD. WITH ARCH. AND SEE DETAIL 12/S4.3.7.WOOD SHEATHING/DIAPHRAGM, WD-18.1.5" B-DECK STEEL DECK, SEE SCHEDULES9. SIMPSON LTTP2 WALL ANCHOR AT 96" O.C., SEE DETAIL 14/S4.8.#AAAMW-3MW-3MW-3 MW-3 MW-2 MW-1MW-2MW-2 339 1/2" TJI 210 AT 24" O.C.9 1/2" TJI 110 AT 24" O.C.NOTES:1.APPLY TYPICAL OR SIMILAR DETAILS, SECTIONS AND NOTES TO SIMILAR SITUATIONS ON THE DRAWINGS WHERESPECIFIC DETAILS ARE NOT REFERENCED.2.DRAWINGS AND DETAILS HAVE BEEN PREPARED WITH THE INTENT TO VISUALLY REPRESENT INFORMATIONPROVIDED IN SCALED FORM. DO NOT SCALE PLANS OR DETAILS FOR DIMENSIONAL INFORMATION.3.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS.4.SEE DETAIL 3/S4.1 FOR PARTITION WALL BRACING5.SEE DETAIL 4/S4.1 FOR FRAMING AT SMALL OPENINGS (VENTS AND ROOF DRAINS, ETC)WOOD WALL FRAMING:1.WALL STUDS SHALL MEET THE FOLLOWINGa) EXTERIOR WALLS, SHALL BE FRAMED WITH 2x6 STUDS AT 16"O.C., MIN. UNO. (SEE PLAN WHERE 12" SPACING IS REQUIREDb) TALL WALL AT "WAITING, 104" (ENTRY AT GRIDS 6.3-7 AND A-C, SEE PLAN FOR NOTED AREAS), SHALL BE FRAMED WITH 1 1/2x7 1/4" LSL 1.5E AT 12" O.C. (ENGINEERED LUMBER), NO SUBSTITUTIONS ARE ALLOWED.c) INTERIOR FLOOR BEARING AND SHEAR WALLS SHALL BE FRAMED WITH 2x6 STUDS AT 16" O.C., UNO2.UNLESS NOTED OTHERWISE ALL WOOD BEAMS AND HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (2)TRIMMERS AND (2) KING STUDS, EACH END, U.N.O.3.WHERE ADDITIONAL TRIMMER OR KING STUDS ARE REQ'D THE FOLLOWING IS TO BE USED FOR THE NOTATION OFTHE MEMBERS: (#)T= # OF TRIMMERS, (#)KS = # OF KING STUDS4.SEE DETAIL 2/S4.1 FOR CONNECTORS AT WOOD BEAMS AND HEADERS.DOUBLE TOP PLATE NAILING: (SEE DETAIL 1/S4.1)1.TOP PLATE SPLICES TO BE 48" MINIMUM IN LENGTH.2.TOP PLATE NAILING WITHIN SPLICE IS TO BE (32) 0.148"Øx3" LONG NAILS ON EACH SIDE OF EACH SPLICE. NAILSARE TO BE EQUALLY SPACED.3.TOP PLATE NAILING OUTSIDE OF SPLICES IS TO BE 0.148"Øx3" LONG NAILS AT 12"O.C., STAGGERED.WOOD BEAM AND WOOD COLUMN NOTES:1.UNLESS NOTED OTHERWISE ALL WOOD BEAMS SHALL BE SUPPORTED BY A MINIMUM OF (2) 2x DF#2 OR BTR.2.BUILT-UP BEAMS ARE TO BE SPIKING TOGETHER AT EACH LAMINATION (EACH PLY) AS PER THE FOLLOWING:6" DEEP: (2) ROWS OF 0.148"Øx3" LONG NAILS AT 16" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 8" DEEP: (3) ROWS OF 0.148"Øx3" LONG NAILS AT 16" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 10" DEEP: (3) ROWS OF 0.148"Øx3" LONG NAILS AT 12" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE. 12-16" DEEP: (4) ROWS OF 0.148"Øx3" LONG NAILS AT 12" O.C. STAGGERED & EQUALLY SPACED & EACH SIDE.3.ALL COLUMNS ARE TO BE CONTINUOUS FROM BEAM TO FOUNDATION. WOOD COLUMNS MAY BE SPLICED ATFLOOR LOCATIONS PROVIDED THAT SOLID BLOCKING IS INSTALLED TO TRANSFER LOAD AROUND FLOOR JOIST.4.BUILT-UP COLUMN (MULTIPLE 2x STUDS) ARE TO BE SPIKED TOGETHER AS PER THE FOLLOWING:2x4'S: (1) ROW OF 0.148"Øx3" LONG NAILS AT 6" O.C. STAGGERED 1" ABOUT CENTERLINE.2x6'S: (2) ROWS OF 0.148"Øx3" LONG NAILS AT 8" O.C. STAGGERED 1-1/2" FROM EDGESWOOD FRAMING NOTES:4412S4.8TYP.11S4.8TYP.5555615S4.8TYP.14S4.8TYP.15S4.7TYP. ATHOIST16S4.8TYP.16S4.8TYP.AA77899TOP OF STAIRSROOF FRAMINGPLANS3.4ISSUE DATE:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTS© 2023 CLARITY DESIGN GROUP#DATEDESCRIPTIONWCA PROJECT NO:442 North Main Street, Suite 200Bountiful, Utah 84010(801) 298-1118, Office 298-1122 FaxEngineering inc.Structurale-mail: wca@wcaeng.comWCACC23019CONNECTIONSLOT 13, LOT 14450, 470 FirstAmerican CirREXBURG, ID83440FORCONSTRUCTIONIF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.3/30/20233/30/2023 2' - 6 " M I N .SEQ.EQ.177564223KEYNOTES:1.CONCRETE FOUNDATION WALL, SEE PLAN2.FOOTING REINFORCING, SEE PLAN &SCHEDULE3."Z" SHAPED BARS TO MATCH SIZE &SPACING OF FOOTING REINFORCING4.STEP IN FOOTING, SEE PLAN FORLOCATION. INDIACED BY: "S- - - - - - - -S"5.FOOTING, SEE PLAN & SCHEDULE6.(2) #6 DIAGONAL BARS7.TOP OF FOOTING, SEE ARCH.4S4.0TYP. FOOTING STEPSB2"2"EQ. 2T/5 T T/3 T/10T/5 2T/5 EQ. APLAN"A-A""B-B"CONTROL JOINTCONSTRUCTION JOINTPOUR #210'10'10'10'ABBBPOUR #2POUR #1POUR #123S4.0SLAB ON GRADE JOINT 14531KEYNOTES:1.SLAB REINFORCING2.MAX. WIDTH OF POUR = 20'-0"3.1/8" FIBERBOARD STRIP, ZIP STRIP, ORSAW CUT, SEE SPECIFICATIONS. ATEXPOSED SLOT WITH SLAB, USE 1/4"JOINT SEALER.4.FOR SLABS LEFT EXPOSED, PROVIDE1/4" WIDE SLOT FILLED WITH JOINTSEALER.5.MAX. LENGTH OF POUR WITHOUTCONTROL JOINT = 10'-0" COORDINATEJOINT LOCATIONS WITH ARCHITECTSREQUIREMENTSCONCRETE ORMASONRYNOTE:LAP LENGTHS,SEE PLAN NOTESDOUBLE CURTAINSINGLE CURTAIN2S4.0CONCRETE OR MASONRY WALL CORNER REINF.HOOKED ENDS MAY BE REPLACEDWITH CORNER BARSLAP LENGTHS,SEE PLAN NOTES KEYNOTES:1.GROUT SOLID (3) CELLS AT CORNER,U.N.O.2.MASONRY WALL, SEE PLAN3.(3) #5 BARS TYP. @ CORNERS, U.N.O.4.CORNER BARS TO MATCH SIZE ANDSPA. OF HORIZ. REINF. IN WALL. SEEPLAN FOR REINF. IN ALL MASONRYPIERSNOTE:A.ALL CELLS ARE SHOWN AS FULLYGROUTED. THIS REPRESENTS BONDBEAM CELLS8S4.0MASRONY WALL CORNERS (TYP) - PLAN VIEW142239S4.0VERTICAL MASONRY WALL JAMBS (TYP) - PLAN VIEWKEYNOTES:1.180° HOOK, SEE DETAIL 1/S4.02.MASONRY WALL, SEE PLAN3.FACE OF OPENING4.JAMB STEEL (2) VERTS. PER CELL (ONEEACH FACE) EXTEND FULL HEIGHT OFWALL BETWEEN LEVELS, TYP5.JAMB LENGTH VARIES ONE CELL PEREACH 4'-0" LENGTH OF OPENING ORPORTION THEREOF TYP., U.N.O.6.TIES PER "MASONRY PIER SCHEDULE"NOTE:A.IN LIEU OF THE 180° HOOK IN NOTE 1,IT IS PERMITTED TO PROVIDE A 90°VERTICAL BEND, SEE DETAIL 1/S4.0B.ALL CELLS ARE SHOWN AS FULLYGROUTED. THIS REPRESENTS BONDBEAM CELLS5234112 1/2"MAX 2 1/2"MAX 6610S4.0MASONRY WALLS - PLAN VIEWKEYNOTES:1.VERTICAL REINF., TYP2.HORIZONTAL REINF., TYP3.MASONRY WALL, SEE PLANNOTE:A.ALL CELLS ARE SHOWN AS FULLYGROUTED. THIS REPRESENTS BONDBEAM CELLS"D"DOUBLE VERT.DOUBLE HORIZ."C"DOUBLE VERT.SINGLE HORIZ."B"SINGLE VERT.DOUBLE HORIZ."A"SINGLE VERT.SINGLE HORIZ.21EQ.EQ.EQ.EQ.33SPACING - SEE GENREAL NOTES AND/OR SCHEDULE 2 1/2" MAX2 1/2" MAX2 1/2" MAX2 1/2" MAX21EQ.EQ.KEYNOTES:1.SAW-CUT JOINT 1" DEEP FULL HEIGHT OFWALL. FILL JOINT WITH MORTAR OR CAULK2.RUN HORIZ. WALL REINF. CONTINUOUSTHRU JOINT. DO NOT CUT ANY REINF.3.TYP. VERTICAL WALL REINF. IN CELL EACHSIDE OF CONTROL JOINTNOTES:A.PROVIDE VERTICAL CONTROL JOINTS AT20' O.C. (MAXIMUM) IN CMU WALLS AND 50'O.C. IN ATLAS BRICK WALLS, U.N.O. ON THEDRAWINGS. CONTROL JOINTS ARE ONLYALLOWED IN MASONRY BEAMS, COLUMNS,OR JAMBS AS SHOWN (CONTROL JOINTS INCONTINUOUS WALLS ARE SIMILAR TOOPTION 2)B.IF CONTROL JOINT IS SPECIFIED INMASONRY BEAM/LINTEL THEN, CONTROLJOINTS SHALL BE LOCATED AT MID-SPAN &SHALL HAVE MORTAR TO FILL COMPLETEHEAD JOINT. DO NOT CUT REINF. AT BONDBEAMS OR DESIGNATED MASONRYBEAMS/LINTELSC.SEE ARCH. FOR ADDITIONAL CONTROLJOINT REQUIREMENTS5S4.0VERTICAL MASONRY WALL CONTROL JOINT312PLAN VIEW OF CONTROL JOINTELEVATION VIEWCONTROL JOINT LOCATIONS @ STORE FRONT PIERS8" MIN.STORE FRONT OPENINGSOPTION 2:PLACE CONTROL JOINT ATCENTERLINE OF PIER orWALL (DO NOT CUT ANYREINFORCING STEEL)OPTION 1:PLACE CONTROL JOINT ATCENTERLINE OF MASONRYLINTEL (DO NOT CUT ANYREINFORCING STEEL)OPTION 3:PLACE CONTROL JOINT AS SHOWN,OFFSET 8" MIN. FROM EDGE OFMASONRY LINTEL (DO NOT CUT ANYREINFORCING STEEL)6S4.0TYP. MASONRY WALL ELEVATIONFLOOR LINE(2) #4 BARS(AT 6" WALLS PLACE BARS INSEPARATE CELLS, ONE ON TOP OFTHE OTHER)PARAPETROOF LINE(2) #4 BARS TOP OF WALLPARAPETSEE SCHEDULE24" TYP.SEE MASONRY PIER SCHEDULE FOR PIERSLINTEL BEAMS-GROUTSOLID MIN. 24" PASTOPENING SEE SCHEDULESFOR SIZEWHERE FULL EXTENSION IS NOTPOSSIBLE, TERMINATE BARSWITH STANDARD HOOKAROUND VERT. BAR.TERMINATE ALL HORIZ. STEELWITH STANDARD HOOK AROUNDVERT. BARSEE SHEET S1.0 (GSN) FOR LAP LENGTHS (2) #5 @ DECK BEARING(AT 6" WALLS PLACE BARS INSEPARATE CELLS, ONE ON TOP OFTHE OTHER)WHERE PARAPETS DO NOTEXTEND ABOVE ROOF LINE FORSTD. LAP LENGTH PROVIDE STD.HOOKNOTE:TERMINATE ALL HORIZ. STEELWITH STANDARD 180° HOOKS (90° ARE PERMITTED FOR HORIZ.STEEL WHEN TERMINATING IN A MASONRY PIER WITH TIES)KEYNOTES:1.THE MAX. SPACING OF VERT. ANDHORIZ. REINFORCING IN THE SHADEDPIER SHALL BE THE SMALLEST OFONE-THIRD THE LENTH OF THE PIER,ONE-THIRD THE HEIGHT OF THE PIERPER THE MASONRY WALL SCHEDULE7S4.0MASONRY WALL REINFORCING DETAILHMASONRY WALLSEGMENTLOPENINGOPENING112S4.0TYPICAL HOLDOWN SCHEDULEKEYNOTES:1.WALL SHEATHING, SEE PLAN2.HOLDOWN, SEE PLAN3.WOOD STUD WALL4.CONCRETE WALL, SEE PLAN5.WOOD ATTACHMENT, SEE HOLDOWNCONNECTION SCHEDULE6.EDGE NAILING, SEE SHEAR WALLSCHEDULE7.WOOD POST, SEE HOLDOWN SCHEDULE8.WOOD FLOOR JOISTSECTION APLANHHDQ HOLDOWNSSECTION CPLANHTT; HDU; PHD; LTT; HDQ HOLDOWNSECTION DSECTION EPLANHPAHD, STHD AND STHDRJ HOLDOWNSECTION B1234561713231234312481234815342125671331331762A-B-D-C-E-11S4.0TYPICAL SHEAR SHEATHING AT WALL INTERSECTIONEXTERIOR SHEATHING AT CORNERINTERIOR SHEATHING AT CORNER66 66 KEYNOTES:1.EDGE NAILING PER SHEAR WALLSCHEDULE.2.WALL SHEATHING AS OCCURS.3.LOCATION OF STRAP AT END OF SHEARWALL, SEE PLAN FOR TYPE OF STRAP.4.FULL HEIGHT WOOD STUD TYP.5.0.162"Øx3 1/2" FACE NAIL AT 16" O.C..6.DISTANCE FROM CORNERS TO CENTER OFSTRAP EQUALS WIDTH OF WALL (MAX.).7.0.162"Øx3 1/2" FACE NAIL AT 6" O.C..1325432342153D2 = 6d for #6 thru #8STIRRUP & TIE HOOKS (TYP.)LAP SPLICEd1 ** = #6 thru #8* = #3 thru #56dMIN.3"d1 or d2 "D2"135°MIN."D2"d2 > d1d1WIRE TIED66d *12d **13"OFFSET SPLICEd1 or d2 D1 = 6d for #3 thru #8D1 = 8d for #9 thru #11 (#11 bar Max. for MASONRY)dD2 = 4d for #3 thru #5"D1""D1""D1"dSTD. HOOKS AND BENDS (TYP.)D1 = 10d for #14 and #184d12d "D1"MIN.2-1/2"1S4.0TYPICAL HOOKS & BENDSSEE LAPSCHEDULESEE LAPSCHEDULEFRAMINGDETAILSS4.0ISSUE DATE:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTS© 2023 CLARITY DESIGN GROUP#DATEDESCRIPTIONWCA PROJECT NO:442 North Main Street, Suite 200Bountiful, Utah 84010(801) 298-1118, Office 298-1122 FaxEngineering inc.Structurale-mail: wca@wcaeng.comWCACC23019CONNECTIONSLOT 13, LOT 14450, 470 FirstAmerican CirREXBURG, ID83440FORCONSTRUCTIONIF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.3/30/20233/30/2023 1S4.1TYPICAL WALL TOP PLATE SPLICE DETAILKEYNOTES:1.0.148"Øx3" NAILS, "DOUBLE TOP PLATENAILING" NOTE FRAMING PLANS2.TYPICAL TOP CHORD SPLICE3.DOUBLE TOP PLATE4.WALL STUDS, SEE PLAN48" MIN. SPLICEWITHIN SPLICE, SEE"DOUBLE TOP PLATE NAILING"NOTE ON FRAMING PLANSOUTSIDE OF SPLICE, SEE"DOUBLE TOP PLATE NAILING"NOTE ON FRAMING PLANSWITHIN SPLICE, SEE"DOUBLE TOP PLATE NAILING"NOTE ON FRAMING PLANS23448" MIN. SPLICE212S4.1TYPICAL HEADER DETAIL2x6"2x4"KEYNOTES:1.KING STUDS, SEE FRAMING NOTES FORREQ'D # OF STUDS2.2x6" BLOCK, MIN. 24" O.C.3.TRIMMER STUD4.DOUBLE TOP PLATE. SEE TYPICALDETAIL 1/S4.15.HEADER, SEE PLAN (PROVIDE PLYWOODFILLER AT REQ'D)6.2x_ CRIPPLE (AS NEEDED)7.SHEATHING, SEE PLAN8.PROVIDE SIMPSON LCE4 OR SIMILAR EA.SIDE OF MEMBER9.TRIMMER, SEE FRAMING NOTES FORREQ'D # OF STUDS10.SHIM, AS NEEDED11.PROVIDE SQUASH BLOCKING ABOVEHEADER WHERE COLUMN EXISTSABOVE11234657891173551010114S4.1FRAMING AT SMALL DECK OPENINGSKEYNOTES:1.SIMPSON LUS28 OR EQUIVALENTHANGER, FULLY NAILED2.ROOF SHEATHING, SEE PLAN &SCHEDULE3.ROOF JOIST, SEE PLAN4.(2) 2x8 BEAM5.WEB FILLER REQ'D AT HANGERS124124433S4.1TYP. PARTITION WALL BRACE PARALLEL/ PERPENDICULAR TO TRUSSKEYNOTES:1.WOOD JOIST/TRUSS, SEE PLAN(PROVIDE WEB FILLER WHERE REQ'DFOR CONNECTIONS)2.SIMPSON DTC AT 48" O.C.3.2x_ AT 16" O.C. PARTITION WALL4.2x6 BLOCKING W/ SIMPSON LS30, EACHEND, ALTERNATING SIDES5.ROOF SHEATHING, SEE PLAN6.0.148"Øx3" NAILS AT 6" O.C.121235543655S4.1LATERAL TIES AT OPENINGSKEYNOTES:1.STORE FRONT OPENING2.TRIMMER STUDS, SEE PLAN3.SHEATHING NOT SHOWN FOR CLARITY(NOTE SHEATHING SHOULD GO BETWEENBLOCKING & STRAP4.3x BLOCKING, TYP.5.SIMPSON STRAP, SEE PLAN, FULLY NAILED(WHERE SHEATHING IS REQ'D ON BOTHSIDES OF THE WALL, STRAP IS ALSO REQ'DON BOTH SIDES OF THE WALL)6.KING STUDS, SEE PLAN7.BEAM, SEE PLANEXTEND STRAPINTO WALL 32" MIN.EXTEND STRAPONTO HEADER 24"EXTEND STRAPINTO WALL 32" MIN.EXTEND STRAPONTO HEADER 24"STORE FRONT OPENING, STRAPPING AT TOP ONLYWINDOW OPENING, STRAPPING AT TOP AND BOTTOM14275631427563456S4.1TYPICAL SHEAR WALL CONSTRUCTION AT STEEL COLUMNKEYNOTES:1.FIELD NAILING PER SHEAR WALLSCHEDULE2.FULL HEIGHT STUDS AT EACH SIDE OFCOLUMN UNLESS NOTED OTHERWISE ONPLANS - SECURE TO COLUMN WITH 5/8"ØTHREADED STUDS AT 18" O.C.3.EDGE NAILING AT ALL SHEATHING PANEL4.HOLD DOWN TO FOUNDATION W/ REQ'DANCHOR BOLT AT END OF WALL5.SILL ANCHOR FASTENERS TOFOUNDATION PER SHEAR WALLSCHEDULE6.CONTINUOUS SILL PLATE7.WALL SHEATHING PER SHEAR WALLSCHEDULE8.BLOCKING AT ALL PANEL EDGES9.WALL STUDS AT 16" O.C.10.STEEL COLUMN AND BASEPLATE, SEEPLAN AND DETAILS5496871012314S4.1DETAILKEYNOTES:1.6" PIT SLAB, REINFORCE WITH #4 AT18"O.C. E.W.2.CONC. WALL, SEE PLAN3.CONC. SLAB ON GRADE, SEE PAL4.#4 CORNER BARS AT 24" O.C.NOTES:A.CONC. WALL SHOWN MONOLITHIC WITHSLAB, BUT MAYBE PLACED IN SEPARATECONC. POURSVARIES, COORD. WITH ARCH. 6"6"12348"SECTION A-ASECTION B-BBABRACE23/1621/411/42DECK OPENINGLLV (TYP.)1/4SEE PLAN452113 KEYNOTES:1.STEEL ROOF JOIST (TYP.)2.L6x4x5/16 ANGLE (LLV)3.2x2x1/4" ANGLE BRACE FROM ANGLEBEARING TO BOTTOM CHORD PANEL POINT(NOT REQ'D IF ANGLE BEARS AT TOPCHORD PANEL POINT)4.L3x3x1/4 FROM 1'-0" TO 3'-0" SPAN5.L6x4x5/16 FROM 3'-0" TO 10'-0" SPAN.NOTE:A.USE THIS DETAIL AT OPENINGS 12" ORGREATER. OPENINGS LESS THAN 12" SHALLBE REINFORCED WITH 16 GAUGE PLATE, 10"LARGER THAN OPENING IN ALL DIRECTIONS& FASTENED TO DECK @ 6"O.C.B.IF ROOF TOP UNITS ARE NOT SHOWN ONTHE FRAMING PLAN, CONTRACTOR IS TOCOORDINATE WEIGHTS AND LOCATIONSWITH JOIST SUPPLIER.C.SECURE ROOF CURB TO STEEL DECK WITH#12 SCREWS AT 12" O.C. MIN. (COORD.WITH CURB SUPPLIER FOR ADDITIONALREQUIREMENTS)8S4.1TYP. RTU SUPPORT WITH OR WITH-OUT DECK OPENING21/41/4121/423/1611S4.1TYPICAL UPLIFT BRIDGING DIAGRAM - ROOF ONLYKEYNOTES:1.WELD UPLIFT BRIDGING LOCATED WITHIN6" OF THE FIRST BOTTOM CHORD PANELPOINT AT EACH END OF JOIST2.SEE ROOF FRAMING PLAN FORADDITIONAL BRIDGINGEQUALEQUALEQUALEQUAL11>6">6"P= CONCENTRATED LOADP= CONCENTRATED LOAD2212S4.1CONCENTRATED LOAD - JOIST REINFORCEMENT2" LEGS MIN.3/1613/167S4.1DETAILKEYNOTES:1.ROOF DECK, SEE PLAN2.DECK CONNECTION, SEE DETAILING3.CHANNEL, SEE PLAN4.MASONRY WALL, SEE PLAN12" MAX21343/4DECKWELD610S4.1TYP. PIPE SLEEVE THROUGH ROOF DECKPLAN VIEWKEYNOTES:1.18 GA. PLATE WITH #10 SHEET METALSCREWS @ 6"O.C. EACH WAY2.METAL ROOF DECK3.PIPE SLEEVE12" SQ. < 4"Ø24" SQ. < 8"Ø36" SQ. < 12"Ø1239S4.1TYP. ROOF DRAIN FRAMING (PLAN VIEW)KEYNOTES:1.ANGLE FRAME L3x3x1/4"2.OPEN WEB STEEL JOISTOR BEAM3.ROOF DRAIN OPENINGS4.COPE VERT. LEG OFANGLENOTES:A.WELD ROOF DECK TOANGLE FRAMECASE ACASE B3/16TYP.3/16TYP.2222331443/16TYP.3/16TYP.1KEYNOTES:1.STEEL ROOF JOIST, SEE PLAN2.ADDITIONAL L2x2x1/4 DIAGONAL WEBMEMBER AT EACH SIDE OF JOIST.NOTES:A.WHEN CONCENTRATED LOADS ONJOISTS ARE LOCATED MORE THAN 6"FROM THE PANEL POINTS. ADDITIONALWEB MEMBERS (ONE EACH SIDE OFJOIST) SHALL BE FIELD WELDED FROMTHE POINT OF LOAD TO THE NEARESTPANEL POINT ON THE OPPOSITE CHORD. P >/=300lbs.B.JOIST DESIGNED TO PROVIDE 300lb.BEND CHECK ON TOP AND BOTTOMCHORD12S4.1DETAIL13TYPICAL HOLDOWN DETAIL AT WF BEAMS4.1KEYNOTES:1.WF BEAM, SEE PLAN2.WEB STIFFENERS, SEE GSN3.WALL STUDS, SEE PLAN4.WALL SHEATHING, SEE PLAN ANDSCHEDULE5.SILL PLATE6.SIMPSON ANCHOR, SEE PLAN ANDSCHEDULE7.THREAD ROD, SEE HOLDOWN SCHEDULEKEYNOTES:1.FLOOR TIE STRAP, FULLY NAILED PERSCHEDULE2.HOLDOWN STUDS, SEE SCHEDULE FORNAILING OF MULTIPLE STUDS WHEREREQ'D3.FLOOR FRAMING, COORDINATE WITHPLAN12231/4TYP.CJP1234567FRAMINGDETAILSS4.1ISSUE DATE:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTS© 2023 CLARITY DESIGN GROUP#DATEDESCRIPTIONWCA PROJECT NO:442 North Main Street, Suite 200Bountiful, Utah 84010(801) 298-1118, Office 298-1122 FaxEngineering inc.Structurale-mail: wca@wcaeng.comWCACC23019CONNECTIONSLOT 13, LOT 14450, 470 FirstAmerican CirREXBURG, ID83440FORCONSTRUCTIONIF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.3/30/20233/30/2023 C COLUMNLCOLUMNLC 321KEYNOTES:1.INTERIOR COLUMNS, SEE PLAN2.(2) #5x4'-0" WHEN NO CONTROL JOINTOCCURS @ CORNER3.ISOLATION JOINT3S4.2ISOLATION JOINT4S4.2DETAIL723416581/412354KEYNOTES:1.STEEL COLUMN, SEE PLAN2.BASE PLATE COL. WIDTH + 6" x COL.DEPTH + 6" WITH (4) 3/4"Ø ANCHORRODS ON 1-1/2" NON SHRINK GROUTWITH LEVELING NUTS. EXTEND ANCHORRODS TO BOTTOM STEEL IN FOOTINGSTHICKNESS:COLUMNS AT GRIDS B-4, C-2, C-3, D-2AND D-3 USE 1" THICKALL OTHER COLUMNS USE 3/4" THICK3.CONCRETE SLAB ON GRADE, SEE PLAN4.FOOTING, SEE PLAN AND SCHEDULEFOR SIZE AND REINF.5.2'-4" SQUARE ISOLATION NO REINF.REQ'D. POUR AFTER DEAD LOADS AREIN PLACENOTES:A.COORDINATE TOP OF FOOTING ANDTOP OF SLAB WITH ARCH.2S4.2DETAIL3S4.23" TO BOTTOM OF STEELSEE ARCH.1S4.2DETAIL123543S4.21/43", TYP.KEYNOTES:1.STEEL COLUMN, SEE PLAN2.3/4" THICK BASE PLATE WITH (4) 3/4"ØANCHOR RODS ON 1-1/2" NON SHRINKGROUT WITH LEVELING NUTS. EXTENDANCHOR RODS 8" INTO CONCRETEFOOTINGS3.CONCRETE SLAB ON GRADE, SEE PLAN4.FOOTING, SEE PLAN AND SCHEDULE5.2'-4" SQUARE ISOLATION NO REINF.REQ'D. POUR AFTER DEAD LOADS AREIN PLACENOTES:A.COORDINATE TOP OF FOOTING ANDTOP OF SLAB WITH PLAN AND ARCH.1/41/2", TYP.1 1/2"3" TO BOTTOM OF STEELSEE ARCH.9S4.2DETAILFROST DEPTHSEE 'GSN'6"MIN.12345678KEYNOTES:1.MASONRY WALL, SEE PLAN2.DOWELS TO MATCH VERT. REINF. INMASONRY WALL3.LADDER-TYPE JOINT REINFORCING,MASONRY WALL SCHEDULE4.CONCRETE SLAB, SEE PLAN5.#4 DOWELS AT 24" O.C.6.CONCRETE WALL, SEE PLAN7.(2) #5 x CONT. TOP & BOTTOM.8.FOOTING, SEE PLAN AND SCHEDULE15S4.2DETAILKEYNOTES:1.MASONRY WALL, SEE PLANS2.SLAB ON GRADE, SEE PLANS3.FOOTING, SEE PLANOPTION AOPTION B1122338" 8"14S4.2DETAILSEE SCHEDULESEE SCHEDULE1 2KEYNOTES:1.FOOTING, SEE PLAN AND SCHEDULE2.CONCRETE SLAB, SEE PLAN3.WALL STUDS, SEE PLAN4.WALL SHEATHING, SEE PLAN ANDSCHEDULES5.REQ'D PANEL EDGE NAILING345KEYNOTES:1.EXTERIOR SLAB, SEE ARCH2.(2) #5 CONT. BOTTOM3.#4 DOWELS AT 24" O.C.4.CONCRETE SLAB ON GRADE,SEE PLAN5.CONCRETE FOUNDATION WALL,SEE PLAN6.(2) #5 EXTEND 2'-0" PAST EDGE OFOPENING, EACH SIDE7.FOOTING, SEE PLAN AND SCHEDULE8.#4x4'-0" LONG DOWELS AT 24" O.C.9.WALL OR STOREFRONT BEYOND5S4.2DETAIL7234165899KEYNOTES:1.EXTERIOR SLAB, SEE ARCH2.(2) #5 CONT. BOTTOM3.#4 DOWELS AT 24" O.C.4.CONCRETE SLAB ON GRADE,SEE PLAN5.CONCRETE FOUNDATION WALL,SEE PLAN6.(2) #5 EXTEND 2'-0" PAST EDGE OFOPENING, EACH SIDE7.FOOTING, SEE PLAN AND SCHEDULE8.#4x4'-0" LONG DOWELS AT 24" O.C.9.WALL OR STOREFRONT BEYOND7S4.2ELEVATOR PIT DETAIL6S4.2DETAIL10S4.2DETAILFROST DEPTHSEE 'GSN'6"MIN.KEYNOTES:1.MASONRY WALL, SEE PLAN2.DOWELS TO MATCH VERT. REINF. INMASONRY WALL3.LADDER-TYPE JOINT REINFORCING,MASONRY WALL SCHEDULE4.CONCRETE SLAB, SEE PLAN5.#4 DOWELS AT 24" O.C.6.CONCRETE WALL, SEE PLAN7.(2) #5 x CONT. TOP & BOTTOM.8.FOOTING, SEE PLAN AND SCHEDULE9.PROVIDE 12" BLOCK AT BASE OF WALL,REINFORCE PER 8" WALL ABOVE ANDENSURE REINFORCING IS CENTERED IN8" WALL10.PROVIDE (2) #4 CONT. IN TOP COURSEOF 12" BLOCK11S4.2DETAILFROST DEPTH SEE 'GSN' 6" MIN.12S4.2DETAIL13S4.2DETAILKEYNOTES:1.WATER STOP2.(2) #5 CONT. TOP AND BOTTOM3.#5 DOWELS AT 12" O.C.4.MASONRY WALL, SEE PLAN5.KEY WAY6.12" THICK CONCRETE FOOTING SEE PLANOUT TO OUT DIMENSIONS ANDREINFORCE WITH #5 BARS AT 12" O.C.TOP AND BOTTOM7.CONCRETE WALL, SEE PLAN8.CONCRETE SLAB, SEE PLAN9.MASONRY WALL, SEE PLANELEVATOR PITSEE ARCH.12"133567824KEYNOTES:1.FOOTING, SEE PLAN AND SCHEDULE2.CONCRETE SLAB, SEE PLAN3.WALL STUDS, SEE PLAN4.WALL SHEATHING, SEE ARCH5.SILL PLATE WITH 5/8"Ø ANCHORS AT 32"O.C.6.MASONRY WALL, SEE PLAN7.ELEVATOR SHAFT, SEE PLAN ANDDETAIL 7/S4.212345671254678109KEYNOTES:1.MASONRY WALL, SEE PLAN2.DOWELS TO MATCH VERT. REINF. INMASONRY WALL3.LADDER-TYPE JOINT REINFORCING,MASONRY WALL SCHEDULE4.CONCRETE SLAB, SEE PLAN5.#4 DOWELS AT 24" O.C.6.CONCRETE WALL, SEE PLAN7.(2) #5 x CONT. TOP & BOTTOM.8.FOOTING, SEE PLAN AND SCHEDULE9.SINGLE COURSE OF 8" BLOCK10.WALL STUDS, SEE PLAN11.WALL SHEATHING, SEE ARCH12.SILL PLATE WITH 5/8"Ø ANCHORS AT 32"O.C.13.SIMPSON HGA AT 48" O.C. VERTICALLY,AT EACH WALL STUD. SECURE TOSTUDS WITH NAILS PER SIMPSON ANDTITEN MASONRY SCREWS TO CMU WALL122345678910111213KEYNOTES:1.MASONRY WALL, SEE PLAN2.DOWELS TO MATCH VERT. REINF. INMASONRY WALL3.LADDER-TYPE JOINT REINFORCING,MASONRY WALL SCHEDULE4.CONCRETE SLAB, SEE PLAN5.#4 DOWELS AT 24" O.C.6.CONCRETE WALL, SEE PLAN7.(2) #5 x CONT. TOP & BOTTOM.8.FOOTING, SEE PLAN AND SCHEDULE9.PROVIDE MW-1 AT ARCH. FEATURE10.WALL STUDS, SEE PLAN11.WALL SHEATHING, SEE ARCH12.SILL PLATE WITH 5/8"Ø ANCHORS AT 32"O.C.13.CONTRACTOR MAY POUR SOLIDCONCRETE PEDESTAL AS A SUBSTITUTEFOR CONT. FOUNDATION WALLCONTACT EOR FOR FURTHER INFO.12345686772912131112345686772910KEYNOTES:1.MASONRY WALL, SEE PLAN2.DOWELS TO MATCH VERT. REINF. INMASONRY WALL3.LADDER-TYPE JOINT REINFORCING,MASONRY WALL SCHEDULE4.CONCRETE SLAB, SEE PLAN5.#4 DOWELS AT 24" O.C.6.CONCRETE WALL, SEE PLAN7.(2) #5 x CONT. TOP & BOTTOM.8.FOOTING, SEE PLAN AND SCHEDULE9.PROVIDE MW-1 AT ARCH. FEATURE10.CONTRACTOR MAY POUR SOLIDCONCRETE PEDESTAL AS A SUBSTITUTEFOR CONT. FOUNDATION WALLCONTACT EOR FOR FURTHER INFO.KEYNOTES:1.MASONRY WALL, SEE PLAN2.(2) #4 x CONT. TOP OF WALL3.DOWELS TO MATCH VERT. REINF. INMASONRY WALL4.EXTERIOR SLAB, SEE ARCH.5.FOUNDATION WALL, SEE SCHEDULE6.FOOTING, SEE PLAN AND SCHEDULEFOR SIZE AND REINF.1234568'-0" MAX.16S4.2DETAIL8S4.2DETAILKEYNOTES:1.MASONRY WALL, SEE PLAN2.DOWELS TO MATCH VERT. REINF. INMASONRY WALL3.LADDER-TYPE JOINT REINFORCING,MASONRY WALL SCHEDULE4.CONCRETE SLAB, SEE PLAN5.#4 DOWELS AT 24" O.C.6.CONCRETE WALL, SEE PLAN7.(2) #5 x CONT. TOP & BOTTOM.8.FOOTING, SEE PLAN AND SCHEDULE9.SINGLE COURSE OF 8" BLOCK10.WALL STUDS, SEE PLAN11.WALL SHEATHING, SEE ARCH12.SILL PLATE WITH 5/8"Ø ANCHORS AT 32"O.C.13.CONTRACTOR MAY POUR SOLIDCONCRETE PEDESTAL AS A SUBSTITUTEFOR CONT. FOUNDATION WALLCONTACT EOR FOR FURTHER INFO.123456867791321211ELEVATOR PIT, SEE PLANAND DETAIL 7/S4.2FRAMINGDETAILSS4.2ISSUE DATE:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTS© 2023 CLARITY DESIGN GROUP#DATEDESCRIPTIONWCA PROJECT NO:442 North Main Street, Suite 200Bountiful, Utah 84010(801) 298-1118, Office 298-1122 FaxEngineering inc.Structurale-mail: wca@wcaeng.comWCACC23019CONNECTIONSLOT 13, LOT 14450, 470 FirstAmerican CirREXBURG, ID83440FORCONSTRUCTIONIF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.3/30/20233/30/2023 KEYNOTES:1.WALL STUDS, SEE PLAN2.WALL SHEATHING, SEE PLAN ANDSCHEDULES3.REQ'D PANEL EDGE NAILING4.WALL FINISHES, SEE ARCH5.SILL PLATE, SEE SHEAR WALLSCHEDULE FOR SIZE AND ANCHOR RODSPACING6.CONCRETE SLAB, SEE PLAN7.#4 DOWELS AT 24" O.C.8.CONCRETE WALL, SEE PLAN9.(2) #5 x CONT. TOP & BOTTOM10.FOOTING, SEE PLAN AND SCHEDULE6"MIN.FROST DEPTH, SEE 'GSN'123456789105S4.3DETAIL6S4.3DETAIL6"MIN.FROST DEPTH, SEE 'GSN'KEYNOTES:1.WALL STUDS, SEE PLAN2.WALL SHEATHING, SEE PLAN ANDSCHEDULES3.REQ'D PANEL EDGE NAILING4.WALL FINISHES, SEE ARCH5.SILL PLATE, SEE SHEAR WALLSCHEDULE FOR SIZE AND ANCHOR RODSPACING6.CONCRETE SLAB, SEE PLAN7.#4 DOWELS AT 24" O.C.8.CONCRETE WALL, SEE PLAN9.(2) #5 x CONT. TOP & BOTTOM10.FOOTING, SEE PLAN AND SCHEDULE11.2x4 FEATURE STUDS AT 16" O.C.12.0.148"Øx3" NAILS AT 12" O.C. FROM THEBACK SIDE OF THE SHEATHING INTOFEATURE STUDS123456789101123124S4.3DETAILFROST DEPTH, SEE 'GSN'1/4KEYNOTES:1.CONCRETE SLAB, SEE PLAN2.CONCRETE WALL, SEE PLAN3.(4) #5 BARS WITH #3 TIES AT TOP 5" AND12" O.C. REMAINDER4.STEEL COLUMN, SEE PLAN5.BASE PLATE W/ (4) 3/4"Ø HEX HEADEDANCHOR RODS WITH 8" MIN.EMBEDMENT ON 1-1/2" NON SHRINKGROUT WITH LEVELING NUTSAT HSS5x5: 5 1/2x3/4x11"AT HSS6x6: 6 1/2x3/4x12"6.THREADED STUDS, SEE DETAIL 6/S4.17.WALL SHEATHING, SEE PLANNOTES:A.PROVIDE SHAPED PLATESAT WALL CORNERS1'-4"1 1/2", TYP.133456713S4.3STAIR LANDING DETAILSEE SCHEDULESEESCHEDULE KEYNOTES:1.FOOTING, SEE PLAN AND SCHEDULEFOR SIZE AND REINF.2.STAIR STRINGER, HSS12x4x1/4 (TYPICALAT ALL STAIR STRINGERS), COORD. WITHARCH3.L3x3x1/4 by 7" LONG W/ (2) 3/4"Ø DRILLAND EPOXY ANCHORS OR TITEN SCREWTYPE ANCHORS1/4W/ 1" RETURN ONVERTICAL EDGE74"1 1/2"3211S4.3DETAIL2S4.3DETAIL3S4.3DETAIL7S4.3DETAIL8S4.3DETAIL9S4.3DETAIL10S4.3DETAIL11S4.3DETAILKEYNOTES:1.MASONRY PIER, SEE PLAN (INSIDE FACESHELLS MAYBE REMOVED IF NEEDED)2.PROVIDE 6" BLOCK ON ONE SIDE, SEEPIER SCHEDULE3.DOWELS TO MATCH VERT. REINF. INMASONRY WALL4.PROVIDE 8" BOTTOM COURSE BELOW 6"BLOCK5.PROVIDE 10" BOTTOM COURSE BELOW8" BLOCK6.GROUT INSIDE OF PIER SOLID FORSTEEL COLUMN ABOVE7.EXTERIOR SLAB, SEE ARCH.8.FOUNDATION PIER, SEE SCHEDULE9.FOOTING, SEE PLAN AND SCHEDULEFOR SIZE AND REINF.12335416789FROST DEPTH SEE 'GSN'KEYNOTES:1.DOWEL LENGTHWISE FOOTINGREINFORCING INTO FOUNDATION WALL2.THICKEN AND STEP INTERIOR FOOTINGTO BEAR ON EXTERIOR FOOTING.CONTRACTOR OPTION TO STEPFOOTING (AS SHOWN BY DASHEDLINES), IF STEPPED FOOTING OPTION ISUSED PROVIDE 8" CONCRETE WALLREINFORCED PER GSNNOTES:A.FOR ITEMS SHOWN BUT NOT LISTEDSEE DETAIL(s) 9 & 15/S4.215S4.22112345678KEYNOTES:1.MASONRY WALL, SEE PLAN2.DOWELS TO MATCH VERT. REINF. INMASONRY WALL3.LADDER-TYPE JOINT REINFORCING,MASONRY WALL SCHEDULE4.CONCRETE SLAB, SEE PLAN5.#4 DOWELS AT 24" O.C.6.CONCRETE WALL, SEE PLAN7.(2) #5 x CONT. TOP & BOTTOM.8.FOOTING, SEE PLAN AND SCHEDULE9.WALL STUDS, SEE PLAN10.WALL SHEATHING, SEE ARCH11.REQUIRED PANEL EDGE NAILING12.SILL PLATE WITH 5/8"Ø ANCHORS AT 32"O.C.FROST DEPTHSEE 'GSN'6"MIN.KEYNOTES:1.MASONRY WALL, SEE PLAN2.DOWELS TO MATCH VERT. REINF. INMASONRY WALL3.LADDER-TYPE JOINT REINFORCING,MASONRY WALL SCHEDULE4.CONCRETE SLAB, SEE PLAN5.#4 DOWELS AT 24" O.C.6.CONCRETE WALL, SEE PLAN7.(2) #5 x CONT. TOP & BOTTOM.8.FOOTING, SEE PLAN AND SCHEDULE9.SINGLE COURSE OF 12" BLOCK10.2x4 WALL STUDS AT 16" O.C.11.WALL SHEATHING, SEE ARCH12.SILL PLATE WITH 5/8"Ø ANCHORS AT 32"O.C.13.SIMPSON HGA AT 48" O.C. VERTICALLY,AT EACH WALL STUD. SECURE TOSTUDS WITH NAILS PER SIMPSON ANDTITEN MASONRY SCREWS TO CMU WALL1223456789101112139101112KEYNOTES:1.CONCRETE SLAB, SEE PLAN2.#4 DOWELS AT 24" O.C.3.CONCRETE WALL, SEE PLAN4.(2) #5 x CONT. TOP & BOTTOM.5.FOOTING, SEE PLAN AND SCHEDULE6.WALL STUDS, SEE PLAN7.WALL SHEATHING, SEE ARCH8.REQUIRED PANEL EDGE NAILING9.SILL PLATE WITH 5/8"Ø ANCHORS AT 32"O.C.1234566778899KEYNOTES:1.WALL STUDS, SEE PLAN2.WALL SHEATHING, SEE PLAN3.CONC. WALL, SEE PLAN4.CONC. SLAB ON GRADE, SEE PLAN5.FOOTING, SEE PLAN AND SCHEDULE6.#4 DOWELS AT 24" O.C.7.EXT. SLAB ON GRADE, SEE ARCH.8.(2) COURSES 6" MASONRY, EXTENDFOUNDATION WALL REINFORCING INTOBLOCK9.CONCRETE BENCH, COORD. WITHARCH.10.#4 DOWELS AT 18" O.C.11.(1) #4 CONT. TOE BAR12335478961011KEYNOTES:1.WALL STUDS, SEE PLAN2.WALL SHEATHING, SEE PLAN3.REQUIRED PANEL EDGE NAILING4.SILL PLATE AND ANCHORS, SEESCHEDULES5.CONC. WALL, SEE PLAN6.CONC. SLAB ON GRADE, SEE PLAN7.FOOTING, SEE PLAN AND SCHEDULE8.#4 DOWELS AT 24" O.C.9.EXT. SLAB ON GRADE, SEE ARCH.12341234565891/412"KEYNOTES:1.WALL STUDS, SEE PLAN2.WALL SHEATHING, SEE PLAN3.CONC. PIER, SEE PLAN AND SCHEDULE4.FOOTING, SEE PLAN AND SCHEDULE5.EXT. SLAB ON GRADE, SEE ARCH.6.(1) COURSES 8" MASONRY, EXTENDFOUNDATION PIER REINFORCING INTOBLOCK7.STEEL COLUMN, SEE PLAN8.3/4" THICK BASE PLATE, SEE DETAIL1/S4.2 FOR DIMENSIONS, OVER 1 1/2"NON-SHRINK GROUT9.(4) 3/4"Ø ANCHORS WITH 12"EMBEDMENT. PROVIDE 1/4" PLATE ATEMBEDED END, MATCH COLUMN BASEPLATE DIMENSIONS12345667891/421/42KEYNOTES:1.MASONRY WALL, SEE PLAN2.HSS BEAM, SEE PLAN3.(2) #5 BARS CONT. AT DECK BEARING4.GROUT SOLID FOR (2) FULL COURSES(16" MIN.) BELOW JOISTS. REINF. WITH(2) #4 x 36" LONG AT BOTTOM5.BEARING PLATE 5x5/8x10" WITH (2) 3/4"Øby 12" D.B.A.NOTE:A.GROUT POCKET SOLID AFTERERECTIONB.FLOOR, ROOF or CANOPY FRAMING NOTSHOWN, COOD. WITH PLANS ANDDETAILS FOR ADDITIONALREQUIREMENTS12345KEYNOTES:1.HSS BEAM, SEE PLAN2.3/16" CONT. BENT PLATE DECK ANGLE3.CONCRETE ON STEEL DECK, SEE PLAN4.#4 D.B.A.S AT 24" O.C.TYP.1/41/4KEYNOTES:1.COLUMN, SEE PLAN2.HSS BEAM, SEE PLANNOTES:A.CONCRETE ON STEEL DECK AND DECKANGLES NOT SHOWN123XXXX3/4DECKWELD14S4.3DETAIL15S4.3DETAIL16S4.3DETAIL1/42@121/42@12123412S4.3DETAILAS REQ'D FOR FINISHESAS REQ'D FOR FINISHES KEYNOTES:1.ROOF SHEATHING, SEE PLAN AND SCHED.2.ROOF JOIST/TRUSS, SEE PLAN3.WALL STUDS, SEE FRAMING NOTES4.WALL SHEATHING, SEE PLAN & SCHED.5.6"Ø STD PIPE BRACE6.3/8" SHAPPED PLATE7.3/8" CAP PLATE8.(2) 3/8"Ø SHAPED PLATES WITH 3/4" THRUBOLT9.3/8" PLATES, BUILT OUT TO FINISHES10.2x12 BLOCK WITH SIMPSON LS30 EACH END11.(4) 5/8"Ø THREADED STUDS12.2x BLOCKING WITH SIMPSON LS30 EACHEND, SECURE 2X12 BLOCK WITH 0.162"Øx31/2" NAILS AT 4" O.C.NOTES:A.WHERE BRACE CONNECTS TO MASONRYWALL, USE SINGLE EMBED PLATE PERDETAIL 12/S4.78", TYP.1234567899101011111212FRAMINGDETAILSS4.3ISSUE DATE:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTS© 2023 CLARITY DESIGN GROUP#DATEDESCRIPTIONWCA PROJECT NO:442 North Main Street, Suite 200Bountiful, Utah 84010(801) 298-1118, Office 298-1122 FaxEngineering inc.Structurale-mail: wca@wcaeng.comWCACC23019CONNECTIONSLOT 13, LOT 14450, 470 FirstAmerican CirREXBURG, ID83440FORCONSTRUCTIONIF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.3/30/20233/30/2023 9S4.4DETAIL3S4.4DETAILKEYNOTES:1.STEEL COL. SEE PLAN2.WOOD BEAM, SEE PLAN3.3/16"xREQ'D. "U" PLATE WITH (2) 5/8"ØTHRU BOLTS1/2"4"1 1/2"1 1/2" 3"3"11/4231 1/2", TYP.KEYNOTES:1.MASONRY WALL, SEE PLAN2.(2) #5 CONT. AT DECK BEARING3.SIMPSON ANCHOR, SEE PLAN FOR MODELAND SPACING. SECURE TO MASONRYWITH 5/8"Ø DRILL AND EPOXY ANCHORWITH 5" EMBEDMENT4.FLOOR SHEATHING, SEE PLAN5.SIMPSON STRAP, SEE PLAN. ALIGN WITHANCHOR6.2x6 FLAT BLOCKING7.FLOOR JOIST, SEE PLAN8.4x10 EMBED PLATE AT 32"O.C. WITH (2)3/4"Ø W.A.S. WITH 5" MIN. EMBED9.L6x4x5/16 CONT. DECK ANGLE10.4x6 CONT. PLATE (RIPPED TO 4") WITH5/8"Ø THRU BOLTS AT 32"O.C.1/441/442KEYNOTES:1.ROOF SHEATHING, SEE PLAN ANDSCHEDULE2.REQUIRED PANEL BOUNDARY NAILING3.ROOF JOIST, SEE PLAN4.WALL STUDS, SEE PLAN5.WALL SHEATHING, SEE PLAN ANDSCHEDULE6.REQUIRED PANEL EDGE NAILING12334561S4.4DETAILKEYNOTES:1.MASONRY WALL, SEE PLAN2.CONC. ON STEEL DECK, SEE PLAN3.#4 DOWELS AT 24" O.C.4.(2) #5 BARS CONT. AT DECK BEARING5.3/8x4x10" EMBED PLATE AT 32" O.C. WITH(2) 3/4"Øx5" W.A.S.6.L5x3x5/16 CONT. DECK ANGLE (VERTICALLEG OF ANGLE MUST BE TURNED DOWN)3/4DECK WELD1/44"1/44"132654XXXX2S4.4DETAILKEYNOTES:1.MASONRY WALL, SEE PLAN2.CONC. ON STEEL DECK, SEE PLAN3.#4 DOWELS AT 24" O.C.4.(2) #5 BARS CONT. AT DECK BEARING5.3/8x4x10" EMBED PLATE AT 32" O.C. WITH(2) 3/4"Øx5" W.A.S.6.L3x3x5/16 CONT. DECK ANGLE (VERTICALLEG OF ANGLE MUST BE TURNED DOWN)3/4DECK WELD1/44"1/44"132654XXXX4S4.4DETAILKEYNOTES:1.FLOOR SHEATHING, SEE PLAN ANDSCHED.2.REQ'D PANEL BOUNDARY NAILING, SEEPLAN & SCHED.3.WALL STUDS, SEE FRAMING NOTES4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.15.WALL SHEATHING, SEE PLAN & SCHED.6.REQ'D PANEL EDGE NAILING7.CONT. BOTTOM PLATE W/ 0.148"Øx3"NAILS AT 6" O.C.8.CONT. RIMBOARD W/ SIMPSON LS30 AT32" O.C.9.FLOOR JOIST, SEE PLAN, W/ SIMPSON H3AT 32" O.C. MAX. (PROVIDE WEB FILLERAS REQ'D)10.NON-STRUCTURAL WALL STUDS, COORD.WITH ARCH.172865349KEYNOTES:1.FLOOR SHEATHING, SEE PLAN ANDSCHED.2.REQ'D PANEL BOUNDARY NAILING, SEEPLAN & SCHED.3.WALL STUDS, SEE FRAMING NOTES4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.15.WALL SHEATHING, SEE PLAN & SCHED.6.REQ'D PANEL EDGE NAILING7.CONT. BOTTOM PLATE W/ 0.148"Øx3"NAILS AT 6" O.C.8.PROVIDE DBL RIM CONT. RIMBOARD W/SIMPSON LS30 AT 32" O.C. (DBLREQUIRED FOR STRAIR STRINGERCONNECITONS)9.FLOOR JOIST, SEE PLAN10.JOIST BLOCKING AT 24" O.C. W/ SIMPSONH3 (PROVIDE WEB FILLER AS REQ'D)11.(4) 0.148"Øx3" AT EACH BLOCK12.NON-STRUCTURAL WALL STUDS, COORD.WITH ARCH.147122865341095S4.4DETAIL6S4.4DETAIL10KEYNOTES:1.FLOOR SHEATHING, SEE PLAN ANDSCHED.2.REQ'D PANEL BOUNDARY FASTENERS, #8SCREWS AT 6" O.C.3.HSS BEAM, SEE PLAN4.FLOOR JOIST, SEE PLAN, W/ SIMPSONBA3.56 JOIST HANGERS5.NON-STRUCTURAL WALL STUDS, COORD.WITH ARCH.7S4.4DETAIL123458S4.4DETAIL1/4KEYNOTES:1.HSS BEAM, SEE PLAN (AT END OF BEAMPROVIDE 1/4" END PLATE)2.HSS COLUMN SEE PLAN12134567891010S4.4DETAIL1 1/2", TYP.KEYNOTES:1.MASONRY WALL, SEE PLAN2.(2) #5 CONT. AT DECK BEARING3.SIMPSON ANCHOR, SEE PLAN FOR MODELAND SPACING. SECURE TO MASONRYWITH 5/8"Ø DRILL AND EPOXY ANCHORWITH 5" EMBEDMENT4.FLOOR SHEATHING, SEE PLAN5.SIMPSON STRAP, SEE PLAN. ALIGN WITHANCHOR6.2x6 FLAT BLOCKING7.FLOOR TRUSS, SEE PLAN8.4x10 EMBED PLATE AT 32"O.C. WITH (2)3/4"Ø W.A.S. WITH 5" MIN. EMBED9.L6x4x5/16 CONT. DECK ANGLE10.4x6 CONT. PLATE (RIPPED TO 4") WITH5/8"Ø THRU BOLTS AT 32"O.C.1/441/442134567891011S4.4DETAIL1 1/2", TYP.KEYNOTES:1.MASONRY WALL, SEE PLAN2.(2) #5 CONT. AT DECK BEARING3.SIMPSON ANCHOR, SEE PLAN FOR MODELAND SPACING. SECURE TO MASONRYWITH 5/8"Ø DRILL AND EPOXY ANCHORWITH 5" EMBEDMENT4.FLOOR SHEATHING, SEE PLAN5.FLOOR TRUSS, SEE PLAN, WITH SIMPSONBA3.56 HANGER (COORD. WITH TRUSSMANUFACTURER)6.4x10 EMBED PLATE AT 24"O.C. WITH (2)3/4"Ø W.A.S. WITH 5" MIN. EMBED7.L6x4x5/16 CONT. DECK ANGLE8.4x6 CONT. PLATE (RIPPED TO 4") WITH5/8"Ø THRU BOLTS AT 32"O.C.1/441/442134567812S4.4DETAILKEYNOTES:1.MASONRY WALL, SEE PLAN2.FLOOR SHEATHING, SEE PLAN3.FLOOR TRUSS, SEE PLAN4.2x4 CONT. RIBBON BOARD5.SECURE TRUSS TO TOP PLATE WITH (2)0.162"Øx3 1/2" NAILS6.WALL STUDS, SEE FRAMING NOTES7.DOUBLE TOP PLATE, SEE DETAIL 1/S4.18.WALL SHEATHING, COORD. WITH ARCH.9.MECH. SHAFT, COORD. WITH ARCH.10.SIMPSON A35 AT EACH TRUSS12345678913S4.4DETAIL14S4.4DETAIL1 1/2", TYP.KEYNOTES:1.MASONRY WALL, SEE PLAN2.(2) #5 CONT. AT DECK BEARING3.SIMPSON ANCHOR, SEE PLAN FOR MODELAND SPACING. SECURE TO MASONRYWITH 5/8"Ø DRILL AND EPOXY ANCHORWITH 5" EMBEDMENT4.FLOOR SHEATHING, SEE PLAN5.FLOOR TRUSS, SEE PLAN, WITH SIMPSONBA3.56 HANGER (COORD. WITH TRUSSMANUFACTURER)6.FLOOR JOIST, SEE PLAN, WITH SIMPSONBA3.56 HANGER7.DBL 4x10 EMBED PLATE AT 24"O.C. WITH (2)3/4"Ø D.B.A. CONNECTING EACH PLATE8.L6x4x5/16 CONT. DECK ANGLE9.4x6 CONT. PLATE (RIPPED TO 4") WITH5/8"Ø THRU BOLTS AT 32"O.C.1233445678899123344567889915S4.4DETAIL16S4.4DETAILKEYNOTES:1.FLOOR SHEATHING, SEE PLAN ANDSCHED.2.REQ'D PANEL BOUNDARY NAILING, SEEPLAN & SCHED.3.WALL STUDS, SEE FRAMING NOTES4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.15.WALL SHEATHING, SEE PLAN & SCHED.6.REQ'D PANEL EDGE NAILING7.CONT. BOTTOM PLATE W/ 0.148"Øx3"NAILS AT 6" O.C.8.2x4 CONT. RIBBON BOARD9.FLOOR TRUSS, SEE PLAN, W/ SIMPSONA35 AT EACH TRUSS10.SECURE TRUSS TO TOP PLATE WITH (2)0.162"Øx3 1/2" NAILS1233456678910KEYNOTES:1.FLOOR SHEATHING, SEE PLAN ANDSCHED.2.REQ'D PANEL BOUNDARY NAILING, SEEPLAN & SCHED.3.WALL STUDS, SEE FRAMING NOTES4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.15.WALL SHEATHING, SEE PLAN & SCHED.6.REQ'D PANEL EDGE NAILING7.CONT. BOTTOM PLATE W/ 0.148"Øx3"NAILS AT 6" O.C.8.FLOOR TRUSS, SEE PLAN1233456781 1/2", TYP.KEYNOTES:1.MASONRY WALL, SEE PLAN2.(2) #5 CONT. AT DECK BEARING3.SIMPSON ANCHOR, SEE PLAN FOR MODELAND SPACING. SECURE TO MASONRYWITH 5/8"Ø DRILL AND EPOXY ANCHORWITH 5" EMBEDMENT4.FLOOR SHEATHING, SEE PLAN5.GLB DRAG, SEE PLAN, WITH SIMPSONHWPH3.25 HANGER6.FLOOR JOIST, SEE PLAN, WITH SIMPSONBA3.56 HANGER7.DBL 4x10 EMBED PLATE AT 24"O.C. WITH (2)3/4"Ø D.B.A. CONNECTING EACH PLATE8.L6x4x5/16 CONT. DECK ANGLE9.4x6 CONT. PLATE (RIPPED TO 4") WITH5/8"Ø THRU BOLTS AT 32"O.C.FRAMINGDETAILSS4.4ISSUE DATE:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTS© 2023 CLARITY DESIGN GROUP#DATEDESCRIPTIONWCA PROJECT NO:442 North Main Street, Suite 200Bountiful, Utah 84010(801) 298-1118, Office 298-1122 FaxEngineering inc.Structurale-mail: wca@wcaeng.comWCACC23019CONNECTIONSLOT 13, LOT 14450, 470 FirstAmerican CirREXBURG, ID83440FORCONSTRUCTIONIF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.3/30/20233/30/2023 7S4.5STEEL BEAM AT STEEL BEAMKEYNOTES:1.CONN. PLATE SEE SCHEDULE (THISDETAIL), WHERE BEAMS DO NOT OCCURON OPP. SIDE OR ARE OFFSET BY MORETHAN 16" PROVIDE 3/8" WEB STIFFENEROPP. SIDE OF BEAM2.WF BEAM, SEE PLAN3.CONNECTION BOLTS, SEE SCHED.TYPICAL CONNECTIONS: 3/4"Ø A325BEAMS NOTED AS "DRAG": 1"Ø A490NOTES:A.AT ALL "DRAG" CONNECTIONS PROVIDE:a) WELDS ARE TO BE DEMAND CRITICAL WELDS.b) BOLTS ARE TO BE PRETENSIONED BOLTS WITH CLASS A FAYING SURFACES.BEAM SIZEPLATE SIZE# BOLTSW8, W105/16"235/16"W12, W1443/8"W1653/8"W1863/8"W21, W2473/8"W2783/8"W3093/8"W331 1/2"3 1/2"2311 1/2" TYP. 3" TYP.1 1/2" TYP.1/4TYP.1S4.5DETAIL2S4.5DETAIL3S4.5DETAILKEYNOTES:1.FLOOR SHEATHING, SEE PLAN ANDSCHED.2.REQ'D PANEL BOUNDARY NAILING, SEEPLAN & SCHED.3.WALL STUDS, SEE FRAMING NOTES4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.15.WALL SHEATHING, SEE PLAN & SCHED.6.REQ'D PANEL EDGE NAILING7.CONT. BOTTOM PLATE W/ 0.148"Øx3"NAILS AT 6" O.C.8.2x4 CONT. RIBBON BOARD9.FLOOR TRUSS, SEE PLAN, W/ SIMPSONA35 AT EACH TRUSS10.SECURE TRUSS TO TOP PLATE WITH (2)0.162"Øx3 1/2" NAILS11.7 1/4" LVL STUDS, SEE PLAN123114566789104S4.5DETAILKEYNOTES:1.FLOOR SHEATHING, SEE PLAN ANDSCHED.2.REQ'D PANEL BOUNDARY NAILING, SEEPLAN & SCHED.3.WALL STUDS, SEE FRAMING NOTES4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.15.WALL SHEATHING, SEE PLAN & SCHED.6.REQ'D PANEL EDGE NAILING7.CONT. BOTTOM PLATE W/ 0.148"Øx3"NAILS AT 6" O.C.8.FULL HEIGHT BLOCKING WITH SIMPSONLS30 AT EACH BLOCK9.CANTILEVERED FLOOR TRUSS, SEE PLAN,W/ SIMPSON A35 AT EACH TRUSS10.SECURE TRUSS TO TOP PLATE WITH (2)0.162"Øx3 1/2" NAILSNOTES:A.COORD. WITH ARCH. FOREYEBROW/SOFFIT FINISHES.KEYNOTES:1.FLOOR SHEATHING, SEE PLAN ANDSCHED.2.REQ'D PANEL BOUNDARY NAILING, SEEPLAN & SCHED.3.WALL STUDS, SEE FRAMING NOTES4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.15.WALL SHEATHING, SEE PLAN & SCHED.6.REQ'D PANEL EDGE NAILING7.CONT. BOTTOM PLATE W/ 0.148"Øx3"NAILS AT 6" O.C.8.FLOOR TRUSS, SEE PLAN9.7 1/4" LVL STUDS, SEE PLAN123945678KEYNOTES:1.FLOOR SHEATHING, SEE PLAN ANDSCHED.2.WALL STUDS, SEE FRAMING NOTES3.DOUBLE TOP PLATE, SEE DETAIL 1/S4.14.WALL SHEATHING, SEE PLAN & SCHED.5.CONT. BOTTOM PLATE W/ 0.148"Øx3"NAILS AT 6" O.C.6.2x4 CONT. RIBBON BOARD7.WOOD BEAM, SEE PLAN. NOTCH BEAMFOR CONT. RIBBON BOARD8.PROVIDE CONT. SQUASHBLOCKS/TRIMMERS BELOW BEAM WITH ASINGLE KING STUD EACH SIDE. SECURETO BEAM SIM TO DETAIL 2/S4.112234567812334566789108S4.5DETAILKEYNOTES:1.FLOOR SHEATHING, SEE PLAN ANDSCHEDULE2.FLOOR JOIST, SEE PLAN3.FLOOR TRUSS, SEE PLAN4.WF BEAM, SEE PLAN5.SIMPSON ITS JOIST HANGER6.4x PLATE, SECURE TO WF WITH 5/8"ØTHRU BOLTS AT 24" O.C. STAGGERED.COUNTERSINK AS REQ'DKEYNOTES:1.FLOOR SHEATHING, SEE PLAN ANDSCHED.2.REQ'D PANEL BOUNDARY NAILING, SEEPLAN & SCHED.3.WALL STUDS, SEE FRAMING NOTES4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.15.WALL SHEATHING, SEE PLAN & SCHED.6.REQ'D PANEL EDGE NAILING7.CONT. BOTTOM PLATE W/ 0.148"Øx3"NAILS AT 6" O.C.8.CONT. RIMBOARD W/ SIMPSON LS30 AT32" O.C.9.FLOOR JOIST, SEE PLAN, W/ SIMPSON H3AT EACH JOIST (PROVIDE WEB FILLER ASREQ'D)5S4.5DETAIL6S4.5DETAILKEYNOTES:1.FLOOR SHEATHING, SEE PLAN ANDSCHED.2.REQ'D PANEL BOUNDARY NAILING, SEEPLAN & SCHED.3.WALL STUDS, SEE FRAMING NOTES4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.15.WALL SHEATHING, SEE PLAN & SCHED.6.REQ'D PANEL EDGE NAILING7.CONT. BOTTOM PLATE W/ 0.148"Øx3"NAILS AT 6" O.C.8.FLOOR JOIST, SEE PLAN123345678123345667891234569S4.5DETAILKEYNOTES:1.FLOOR SHEATHING, SEE PLAN ANDSCHEDULE2.FLOOR TRUSS, SEE PLAN3.WF BEAM, SEE PLAN4.SIMPSON BA3.56 JOIST HANGER(COORD. WITH TRUSS MANUFACTURER)5.4x PLATE, SECURE TO WF WITH 5/8"ØTHRU BOLTS AT 24" O.C. STAGGERED.COUNTERSINK AS REQ'D22344210S4.5DETAILKEYNOTES:1.FLOOR SHEATHING, SEE PLAN ANDSCHEDULE2.CONT. RIMBOARD W/ SIMPSON LS30CLIP AT 32" O.C.3.FLOOR JOIST, SEE PLAN, W/ SIMPSONH3 AT EVERY OTHER JOIST (PROVIDEWEB FILLER AS REQ'D)4.WF BEAM, SEE PLAN5.4x PLATE, SECURE TO WF WITH 5/8"ØTHRU BOLTS AT 24" O.C. STAGGERED.COUNTERSINK AS REQ'D6.FULL HEIGHT BLOCKING WITH SIMPSONLS30 AT 32" O.C.12345611S4.5STEEL BEAM AT COLUMN CONNECTION (TYPICAL AND DRAG CONNECTIONS)1/81/4TYP.1 1/2" TYP. 3" TYP.KEYNOTES:1.HSS COLUMN, SEE PLAN2.WF COLUMN, SEE PLAN3.WF GIRDERS, SEE PLAN4.CONNECTION PLATE, SEE SCHED.** AT BEAMS NOTED AS "DRAG" ON THEPLAN PROVIDE KNIFE PLATE THROUGHCOLUMNS (ALONG GRIDS B, C AND D)5.CONNECTION BOLTS, SEE SCHED.TYPICAL CONNECTIONS: 3/4"Ø A325BEAMS NOTED AS "DRAG": 1"Ø A4906.4x WOOD PLATE, SEE DETAIL(s)7.1/4"xREQ'D CAP PLATE WHERECOLUMNS TERMINATE AT LEVEL, WOODPLATE TO EXTEND OVER COLUMN CAPNOTES:A.AT ALL "DRAG" CONNECTIONS PROVIDE: a) WELDS ARE TO BE DEMAND CRITICAL WELDS. b) BOLTS ARE TO BE PRETENSIONED BOLTS WITH CLASS A FAYING SURFACES.1/81/4TYP.1 1/2" TYP. 3" TYP.HSS COLUMNWF COLUMN12334567233456712S4.5DRAG CONNECTION DETAILKEYNOTES:1.FLOOR/ROOF SHEATHING, SEE PLANAND SCHEDULE2.GLB DRAG, SEE PLAN, WITH SIMPSONHWPH3.25 HANGER3.WF BEAM, SEE PLAN AND DETAIL 7/S4.54.WEB STIFFENER, OPP. CONNECTIONPLATE5.4x PLATE, SECURE TO WF WITH 5/8"ØTHRU BOLTS AT 24" O.C. STAGGERED.COUNTERSINK AS REQ'D6.SIMPSON STRAP AND NAILING, SEEPLAN1234355613S4.5DRAG CONNECTION DETAILKEYNOTES:1.FLOOR/ROOF SHEATHING, SEE PLANAND SCHEDULE2.GLB DRAG, SEE PLAN, WITH SIMPSONHWPH3.25 HANGER3.WF BEAM, SEE PLAN4.WEB STIFFENER, OPP. CONNECTIONPLATE5.4x PLATE, SECURE TO WF WITH 5/8"ØTHRU BOLTS AT 24" O.C. STAGGERED.COUNTERSINK AS REQ'D6.SIMPSON STRAP AND NAILING, SEEPLAN1235614S4.5DETAILKEYNOTES:1.MASONRY WALL/BEAM, SEE PLAN2.MASONRY BEAM REINFORCING, TIESNOT SHOWN3.HSS COLUMN, SEE PLAN4.3/4" CAP PLATE WITH (3) #6 by 12" D.B.A's2341/4110"6"15S4.5DETAILKEYNOTES:1.HSS BEAM, SEE PLAN2.1/4" END PLATE1/4VARIES3/16112BEAM SIZEPLATE SIZE# BOLTSW8, W105/16"235/16"W12, W1443/8"W1653/8"W1863/8"W21, W2473/8"W2783/8"W3093/8"W33FRAMINGDETAILSS4.5ISSUE DATE:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTS© 2023 CLARITY DESIGN GROUP#DATEDESCRIPTIONWCA PROJECT NO:442 North Main Street, Suite 200Bountiful, Utah 84010(801) 298-1118, Office 298-1122 FaxEngineering inc.Structurale-mail: wca@wcaeng.comWCACC23019CONNECTIONSLOT 13, LOT 14450, 470 FirstAmerican CirREXBURG, ID83440FORCONSTRUCTIONIF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.3/30/20233/30/2023 1S4.6DETAILKEYNOTES:1.HSS BEAM, SEE PLAN2.BEAM JOINT1/43/1611122S4.6DETAIL1/41/41/431/433/16KEYNOTES:1.MASONRY PIER, SEE PLAN (INSIDE FACESHELLS MAYBE REMOVED AS NEEDED)2.PROVIDE 6" BLOCK ON ONE SIDE, SEEPIER SCHEDULE3.HSS BEAM, SEE PLAN4.1/4" END PLATE5.STEEL COLUMN, SEE PLAN6.3/4" THICK BASE PLATE, SEE DETAIL1/S4.2 FOR DIMENSIONS. SET DIRECTLYON MASONRY GROUT7.(4) 3/4"Ø ANCHORS WITH 12"EMBEDMENT. PROVIDE 1/4" PLATE ATEMBEDED END, MATCH COLUMN BASEPLATE DIMENSIONS8.3/4" CAP PLATE, MATCH COLUMNDIMENSIONS12345673S4.6DETAIL4S4.6DETAILKEYNOTES:1.MASONRY BEAM, SEE PLAN2.ROOF SHEATHING, SEE PLAN3.WOOD JOIST, SEE PLAN4.HSS BEAM, SEE PLAN5.2x8 LEDGER SECURE TO HSS WITH 5/8"ØTREADED STUDS AT 24" O.C.6.2x8 LEDGER SECURE TO MASONRYBEAM WITH 5/8"Ø ANCHORS AT 24" O.C.7.REQ'D. PANEL BOUNDARY FASTENERS8.LUS26 JOIST HANGERS1234567788KEYNOTES:1.MASONRY WALL PIER, SEE PLAN2.HSS BEAM, SEE PLAN3.PROVIDE 45° MITER JOINT AT CORNERS4.DBL 4x10 EMBED PLATE AT 32"O.C. WITH(2) 3/4"Ø D.B.A. CONNECTING EACHPLATE5.LEDGER FOR WOOD FRAMING, COORD.WITH DETAIL 3/S4.61 1/2", TYP.CJP1/41223455S4.6DETAIL6S4.6DETAIL7S4.6DETAIL8S4.6DETAIL9S4.6DETAIL10S4.6DETAIL1/41/433/16KEYNOTES:1.HSS BEAM, SEE PLAN2.1/4" END PLATE3.STEEL COLUMN, SEE PLAN4.3/4" CAP PLATE, MATCH COLUMNDIMENSIONS1/4911234KEYNOTES:1.ROOF SHEATHING, SEE PLAN2.SECURE SHEATHING TO HSS WITH #8SCREWS AT 6" O.C.3.WOOD JOIST, SEE PLAN4.HSS BEAM, SEE PLAN5.1 3/4x11 7/8" LVL LEDGER, SECURE TOHSS WITH (2) ROWS 5/8"Ø TREADEDSTUDS AT 16" O.C.6.SIMPSON BA JOIST HANGERSKEYNOTES:1.ROOF SHEATHING, SEE PLAN2.WOOD JOIST, SEE PLAN3.HSS BEAM, SEE PLAN4.SECURE SHEATHING TO HSS WITH #8SCREWS AT 6" O.C.5.FULL HEIGHT BLOCKING AT 24" O.C.,SECURE TO JOIST WITH A34 ANCHORS,PROVIDE WEB FILLER AS NEEDED6.0.148"Øx3" NAILS AT 3" O.C.1223456123456KEYNOTES:1.FLOOR/ROOF SHEATHING, SEE PLAN ANDSCHED.2.REQ'D PANEL BOUNDARY NAILING, SEEPLAN & SCHED.3.WALL STUDS, SEE FRAMING NOTES4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.15.WALL SHEATHING, SEE PLAN & SCHED.6.REQ'D PANEL EDGE NAILING7.CONT. BOTTOM PLATE W/ 0.148"Øx3"NAILS AT 6" O.C.8.FLOOR TRUSS, SEE PLAN9.ROOF JOIST, SEE PLAN10.2x8 LEDGER WITH (3) SIMPSON 1/4x4 1/2"SDS WOOD SCREWS AT EACH WOODWALL STUD112233456678910KEYNOTES:1.FLOOR/ROOF SHEATHING, SEE PLAN ANDSCHED.2.WALL STUDS, SEE FRAMING NOTES3.DOUBLE TOP PLATE, SEE DETAIL 1/S4.14.WALL SHEATHING, SEE PLAN & SCHED.5.CONT. BOTTOM PLATE W/ 0.148"Øx3"NAILS AT 6" O.C.6.FLOOR TRUSS, SEE PLAN7.HSS BEAM, SEE PLAN8.4x3/8x10" BEARING PLATE WITH (2)3/4"Øx3" LAG SCREWS9.1/4" END PLATENOTES:A.BEAM SHOWN NOTCHED TO BEAR ONWOOD PLATE, OPP. SIDE OF CANOPY THEBEAM WILL BE HIGHER. NOTCH NOTREQUIRED BUT BEARING PLATE,PROVIDE BUILT UP WOOD PLATESBELOW IT1/431/431221345678A9KEYNOTES:1.FLOOR SHEATHING, SEE PLAN ANDSCHED.2.WALL STUDS, SEE FRAMING NOTES3.DOUBLE TOP PLATE, SEE DETAIL 1/S4.14.WALL SHEATHING ON OPP. SIDE, SEEPLAN & SCHED.5.CONT. BOTTOM PLATE6.PROVIDE DBL STUDS AT ALL WOOD WALLTO MASONRY WALL AND SECURE TOMASONRY WITH 5/8"Ø DRILL AND EPOXYANCHORS WITH 5" EMBEDMENT7.SIMPSON ANCHOR, SEE PLAN. SECURETO UNDERSIDE OF DBL TOP PLATE ASSHOWN AND SECURE TO MASONRY WITH5/8"Ø DRILL AND EPOXY ANCHOR WITH12" EMBEDMENT1223456711S4.6DETAIL12S4.6DETAIL13S4.6DETAIL14S4.6DETAIL15S4.6DETAILKEYNOTES:1.WOOD BEAM, SEE PLAN2.STEEL COLUMN, SEE PLAN3.SIMPSON ECCQL or ECCL CORNER POSTCAP OR FABRICATED EQUAL, WELDED TOSTEEL COLUMN1/42311KEYNOTES:1.ROOF SHEATHING, SEE PLAN ANDSCHED.2.REQ'D PANEL BOUNDARY NAILING, SEEPLAN & SCHED.3.WALL STUDS, SEE FRAMING NOTES4.WALL SHEATHING, SEE PLAN & SCHED.5.REQ'D PANEL EDGE NAILING6.CONT. BOTTOM PLATE W/ 0.148"Øx3"NAILS AT 6" O.C.7.FLOOR JOIST, SEE PLAN8.WOOD BEAM, SEE PLAN9.FULL HEIGHT BLOCKING AT 24" O.C.,SECURE TO JOIST WITH A34 ANCHORS,PROVIDE WEB FILLER AS NEEDED10.0.148"Øx3" NAILS AT 3" O.C.12345678910KEYNOTES:1.ROOF SHEATHING, SEE PLAN ANDSCHED.2.REQ'D PANEL BOUNDARY NAILING, SEEPLAN & SCHED.3.WALL STUDS, SEE FRAMING NOTES4.WALL SHEATHING, SEE PLAN & SCHED.5.REQ'D PANEL EDGE NAILING6.CONT. BOTTOM PLATE W/ 0.148"Øx3"NAILS AT 6" O.C.7.CONT. RIMBOARD8.FLOOR JOIST, SEE PLAN9.SIMPSON ITS JOIST HANGER10.SIMPSON H2.5A AT EVERY JOIST(PROVIDE WEB FILLER AS REQ'D)11.WOOD BEAM, SEE PLAN12.FULL HEIGHT BLOCKING WITH SIMPSONLS30 AT 32" O.C.1223456789101112KEYNOTES:1.FLOOR/ROOF SHEATHING, SEE PLANAND SCHEDULE2.WOOD BEAM, SEE PLAN3.FLOOR TRUSS, SEE PLAN4.WF BEAM, SEE PLAN5.SIMPSON HU JOIST HANGER6.4x PLATE, SECURE TO WF WITH 5/8"ØTHRU BOLTS AT 24" O.C. STAGGERED.COUNTERSINK AS REQ'D7.2x FILLER, 16" LONG AND FULL HEIGHTOF WEB. SECURE TO WF WITH (4) 3/4"ØTHRU BOLTS11345267KEYNOTES:1.FLOOR/ROOF SHEATHING, SEE PLANAND SCHEDULE2.WF COLUMN, SEE PLAN (SHOWN CONT.BUT TERMINATES LOW OR ROOFSHEATHING)3.2x8 BLOCKING AT SECURED TO EACHFLANGE WITH (2) 3/4"Ø THRU BOLTS.EXTEND BLOCK TO ADJACENT TRUSSAND SUPPORT END PER DETAIL 4/S4.1.ON SIDE WITH WF BEAM, FIT BLOCKAROUND CONNECTION PLATE4.2x8 SUB-FRAMING MEMBER, PARALLELTO WEB, AND SECURED TO EACH 2x8BLOCK5.NAIL SHEATHING TO 2x8 BLOCKING ANDSUB-FRAMING WITH 0.148"Øx3" NAILS AT4" O.C.12344516S4.6DETAILKEYNOTES:1.FLOOR SHEATHING, SEE PLAN ANDSCHED.2.WALL STUDS BEYOND, SEE FRAMINGNOTES3.WALL SHEATHING, SEE PLAN & SCHED.4.CONT. BOTTOM PLATE W/ 0.148"Øx3"NAILS AT 6" O.C.5.2x4 CONT. RIBBON BOARD6.FLOOR TRUSS, SEE PLAN7.STEEL COLUMN, SEE PLAN8.5 1/2x1/2x10" BASE PLATE WITH(4) 5/8"Øx2 1/2" LAG SCREWS1/412345678FRAMINGDETAILSS4.6ISSUE DATE:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTS© 2023 CLARITY DESIGN GROUP#DATEDESCRIPTIONWCA PROJECT NO:442 North Main Street, Suite 200Bountiful, Utah 84010(801) 298-1118, Office 298-1122 FaxEngineering inc.Structurale-mail: wca@wcaeng.comWCACC23019CONNECTIONSLOT 13, LOT 14450, 470 FirstAmerican CirREXBURG, ID83440FORCONSTRUCTIONIF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.3/30/20233/30/2023 4S4.7LH SERIES JOIST @ MASONRY WALLKEYNOTES:1.MASONRY WALL, SEE PLAN2.ROOF DECK, SEE PLAN3.SEE DETAIL 1/S4.7 FOR DECKCONNECTION4.(2) #5 BARS CONT. AT DECK BEARING5.STEEL JOIST, SEE PLAN6.BEARING PLATE 5/8x5x12" w/ (2) 3/4"Ø by12" D.B.A.7.PLACE BEARING PLATE NOT MORE THAN1/2" MIN. FROM FACE OF MASONRY8.GROUT SOLID FOR (2) FULL COURSES(16" MIN.) BELOW JOISTS. REINF. WITH(2) #5 x CONT. TOP AND BOTTOM TYP.U.N.O.NOTES:A.VERTICAL WALL REINFORCING NOTSHOWN.B.GROUT JOIST POCKET SOLID AFTERERECTION.1234567812"4"1S4.7ROOF DECK - PARALLEL TO WALL3/41/441532KEYNOTES:1.MASONRY WALL, SEE PLAN2.(2) #4 BARS CONT. TOP OF WALL3.ROOF DECK, SEE PLAN4.(2) #5 BARS CONT. AT DECK BEARING5.L5x3x1/4" (LLH) CONT. W/ 3/8x4x10"EMBED PLATE AT 1/3 POINTS BETWEENJOISTS. PLATE TO HAVE (2) 3/4"Ø x 5"W.A.S.DECKWELD61 1/2", TYP.1/42S4.7ROOF DECK - PERPENDICULAR TO WALL1/4KEYNOTES:1.MASONRY WALL, SEE PLAN2.(2) #4 BARS CONT. TOP OF WALL3.ROOF DECK, SEE PLAN4.(2) #5 BARS CONT. AT DECK BEARING5.L3x3x1/4" CONT. W/ 3/8x4x10" EMBEDPLATE AT 32"O.C. PLATE TO HAVE (2)3/4"Ø x 5" W.A.S., (ANGLE MAYBETURNED UP or DOWN)3/4DECKWELD6123451 1/2", TYP.1/4SEE ARCH.SEE ARCH.1/43/4TYP12213453S4.7DETAILKEYNOTES:1.ROOF DECK, SEE PLAN2.DECK ANGLE AND EMBED. PLATE,SEE DETAIL 2/S4.73.MASONRY WALL, SEE PLAN4.(2) #5 BARS CONT. AT DECK BEARING,TYP.5.(2) #4 BARS CONT. TOP OF WALLDECKWELD, TYP1/45S4.7ROOF DECK TO ROOF JOISTKEYNOTES:1.ROOF JOIST, SEE PLAN2.ROOF DECK, SEE PLAN3.WELD DECK TO SAME JOIST ANGLEUSE SAME WELD @ LAPPED ROOF DECK2133/4DECKWELD66S4.7DETAIL7S4.7DETAILKEYNOTES:1.MASONRY WALL, SEE PLAN2.(2) #5 CONT. AT DECK BEARING3.SIMPSON ANCHOR, SEE PLAN FOR MODELAND SPACING. SECURE TO MASONRYWITH 5/8"Ø DRILL AND EPOXY ANCHORWITH 5" EMBEDMENT4.FLOOR SHEATHING, SEE PLAN5.FLOOR TRUSS, SEE PLAN, WITH SIMPSONBA3.56 HANGER6.3/8x4x10" EMBED PLATE AT 1/3 POINTSBETWEEN STEEL JOISTS AND 24" O.C. FORWOOD TRUSSES. PLATE TO HAVE (2) 3/4"Øx 5" W.A.S.7.L6x4x5/16 CONT. DECK ANGLE8.4x6 CONT. PLATE (RIPPED TO 4") WITH5/8"Ø THRU BOLTS AT 32"O.C.9.ROOF DECK, SEE PLAN10.L5x3x1/4" (LLH) CONT.1 1/2", TYP.KEYNOTES:1.MASONRY WALL, SEE PLAN2.(2) #5 CONT. AT DECK BEARING3.SIMPSON ANCHOR, SEE PLAN FOR MODELAND SPACING. SECURE TO MASONRYWITH 5/8"Ø DRILL AND EPOXY ANCHORWITH 5" EMBEDMENT4.FLOOR SHEATHING, SEE PLAN5.GLB DRAG, SEE PLAN, WITH SIMPSONHWPH3.25 HANGER6.3/8x4x10" EMBED PLATE AT 1/3 POINTSBETWEEN STEEL JOISTS AND 24" O.C. FORWOOD TRUSSES. PLATE TO HAVE (2) 3/4"Øx 5" W.A.S.7.L6x4x5/16 CONT. DECK ANGLE8.4x6 CONT. PLATE (RIPPED TO 4") WITH5/8"Ø THRU BOLTS AT 32"O.C.9.ROOF DECK, SEE PLAN10.L5x3x1/4" (LLH) CONT.1 1/2", TYP.122345667891012234566789108S4.7DETAIL9S4.7DETAIL1/4KEYNOTES:1.STEEL COL, SEE PLAN2.WF BEAM, STIFFENER EACH SIDE3.3/4x11"xBEAM FLANGE WIDTH PLATEWITH (4) 3/4" A325 BOLTS4.1/4" WEB STIFFENER, OPP. CONNECTIONPLATENOTES:A.WOOD FRAMING NOT SHOWNB.AT SIM. CONDITION, THERE IS NOT BEAMCONNECTION, PROVIDE WEBSTIFFENERS EACH SIDE12234KEYNOTES:1.FLOOR SHEATHING, SEE PLAN ANDSCHED.2.WALL STUDS, SEE FRAMING NOTES3.WALL SHEATHING, SEE PLAN & SCHED.4.CONT. BOTTOM PLATE W/ 0.148"Øx3"NAILS AT 6" O.C.5.CONT. RIMBOARD6.LVL FLOOR JOIST, SEE PLAN7.SIMPSON HU1.81/5 JOIST HANGER8.SIMPSON H2.5A AT EVERY JOIST(PROVIDE WEB FILLER AS REQ'D)9.FULL HEIGHT BLOCKING WITH SIMPSONLS30 AT 32" O.C.10.WF BEAM, SEE PLAN11.2x CONT WEB FILLER, FULL HEIGHT OFWEB. SECURE TO WF WITH (2) ROWS3/4"Ø THRU BOLTS AT 24" O.C.12.2x4 BLOCKING BETWEEN JOIST, SECURETO WEB FILLER WITH 0.162"Øx3 1/2"NAILS AT 6" O.C. STAGGEREDCOORD. W/ ARCH.11223345678910111210S4.7DETAILKEYNOTES:1.HSS COLUMN, SEE PLAN2.WF GIRDERS, SEE PLAN3.CONNECTION PLATE, SEE SCHED. INDETAIL 11/S4.64.CONNECTION BOLTS, , SEE SCHED. INDETAIL 11/S4.65.4x WOOD PLATE, SEE DETAIL(s)6.3/4" CAP PLATE1/4112345611S4.7DETAILKEYNOTES:1.ROOF JOIST, SEE PLAN2.WF BEAM, SEE PLAN3.1/4" by REQ'D BENT HANGER PLATE,PROVIDE 3" HORIZ. FLANGE4.3 1/2x1/4x6" SHEAR PLATE WITH (2) 3/4"ØA325 BOLTSNOTES:A.ROOF DECKING NOT SHOWN12433/1633/1634212S4.7DETAIL13S4.7DETAIL14S4.7DETAIL15S4.7DETAILKEYNOTES:1.MASONRY WALL, SEE PLAN2.WF BEAM, SEE PLAN. ALIGN TOP OFBEAM WITH TOP OF EMBEMENTCHANNEL3.EMBED CHANNEL, SEE TABLE4.GROUT SOLID FOR (3) FULL COURSESAT WF WITH (2) #5 x 72" LONG (or CONT.WHERE WF ARE USED AS JOIST) TOPAND BOTTOM TYP. U.N.O.5.3/8" SINGLE SHEAR PLATE W/ BOLTS ASNOTED CONNECTION BOLTS, SEESCHED.TYPICAL CONNECTIONS: 3/4"Ø A325BEAMS NOTED AS "DRAG": 1"Ø A4906.WHERE REQUIRED, NOTCH EMBEDCHANNEL FOR WALL REINFORCINGNOTES:A.AT ALL "DRAG" CONNECTIONS PROVIDE:a) WELDS ARE TO BE DEMAND CRITICAL WELDS.b) BOLTS ARE TO BE PRETENSIONED BOLTS WITH CLASS A FAYING SURFACES.1/4BEAMEMBEDMENTUP TO 10"(1) C8x18.75 by 12"16S4.7DETAILKEYNOTES:1.ROOF JOIST, SEE PLAN2.ROOF DECKING, SEE PLAN3.2x4 STUDS WALL STUDS 16"O.C.4.FEATURE WALL STUDS, SECURE TOSTRUCTURE WITH 0.148"Øx3" TOE NAILSAT 12" O.C.5.2x4 BOTTOM PLATE W/ 5/8"Ø THRU BOLTSAT 32"O.C.6.2x4x12" SQUASH BLOCK (PLACED IN EACHDECK FLUTE)7.WALL SHEATHING, SEE PLAN8.REQ'D PANEL EDGE NAILING12345678KEYNOTES:1.ROOF JOIST BEYOND, SEE PLAN2.WF BEAM, SEE PLAN3.ROOF DECKING, SEE PLAN4.2x4 STUDS WALL STUDS 16"O.C.5.FEATURE WALL STUDS, SECURE TOSTRUCTURE WITH 0.148"Øx3" TOE NAILSAT 12" O.C.6.2x4 BOTTOM PLATE W/ 5/8"Ø THRU BOLTSAT 32"O.C. (WELD THREADED STUDS AREPERMISSIBLE)7.2x4x12" SQUASH BLOCK (PLACED IN EACHDECK FLUTE)8.WALL SHEATHING, SEE PLAN9.REQ'D PANEL EDGE NAILING123456789KEYNOTES:1.MASONRY WALL, SEE PLAN2.ROOF DECK, SEE PLAN3.WF BEAM, SEE PLAN4.SEE DETAIL 1/S4.7 FOR DECKCONNECTION5.(2) #5 BARS CONT. AT DECK BEARING6.GROUT SOLID FOR (2) FULL COURSES(16" MIN.) BELOW JOISTS. REINF. WITH(2) #5 x CONT. TOP AND BOTTOM TYP.U.N.O.7.STEEL JOIST, SEE PLAN8.WF JOIST, SEE PLAN9.4x1/2x12" SLOTTED PLATE10.SEE DETAIL 15/S4.7 FOR WFCONNECTION1/431/431/43/4DECKWELD123456789101/4DEPTHCHANNELUP TO 10"UP TO 24"(2) C8x18.75 by 12"(3) C8x18.75 by 12"ANCHORS(W.A.S.)(4) 3/4Ø x 5"(8) 3/4Ø x 5"(12) 3/4Ø x 5"BEAM SIZEPLATE SIZE# BOLTSW8, W105/16"235/16"W12, W1443/8"W1653/8"W1863/8"W21, W2473/8"W27123456KEYNOTES:1.MASONRY WALL/BEAM, SEE PLAN2.(2) #4 CONT. BARS AT TOP OF WALL3.FLOOR CONNECTIONS, SEE DETAIL10/S4.44.HSS COLUMN, SEE PLAN5.8x3/4x12" BASE PLATE WITH (2) #6 by 12"D.B.A's6.WB BEAM, SEE PLAN AND DETAIL 15/S4.71/412345FRAMINGDETAILSS4.7ISSUE DATE:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTS© 2023 CLARITY DESIGN GROUP#DATEDESCRIPTIONWCA PROJECT NO:442 North Main Street, Suite 200Bountiful, Utah 84010(801) 298-1118, Office 298-1122 FaxEngineering inc.Structurale-mail: wca@wcaeng.comWCACC23019CONNECTIONSLOT 13, LOT 14450, 470 FirstAmerican CirREXBURG, ID83440FORCONSTRUCTIONIF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.3/30/20233/30/2023 1S4.8DETAIL2S4.8DETAILKEYNOTES:1.HSS COLUMN, SEE PLAN2.THREADED STUDS, SEE DETAIL 6/S4.13.FLOOR or ROOF TRUSSES,4.WALL TOP PLATE, SEE PLAN AND DETAIL1/S4.15.SIMPSON MST STRAP, SEE PLAN. STRAPMAY BE PLACED ON TOP OF SHEATHINGOR DIRECTLY ON TOP TOP PLATE ASSHOWN1223455S4.8DETAIL1 1/2", TYP.KEYNOTES:1.MASONRY WALL, SEE PLAN2.(2) #5 CONT. AT DECK BEARING3.SIMPSON ANCHOR, SEE PLAN FOR MODELAND SPACING. SECURE TO MASONRYWITH 5/8"Ø DRILL AND EPOXY ANCHORWITH 5" EMBEDMENT4.ROOF SHEATHING, SEE PLAN5.SIMPSON STRAP, SEE PLAN. ALIGN WITHANCHOR6.2x6 FLAT BLOCKING7.ROOF TRUSS, SEE PLAN8.4x10 EMBED PLATE AT 32"O.C. WITH (2)3/4"Ø W.A.S. WITH 5" MIN. EMBED9.L6x4x5/16 CONT. DECK ANGLE10.4x6 CONT. PLATE (RIPPED TO 4") WITH5/8"Ø THRU BOLTS AT 32"O.C.1/441/44213456789104S4.8DETAIL1 1/2", TYP.KEYNOTES:1.MASONRY WALL, SEE PLAN2.(2) #5 CONT. AT DECK BEARING3.SIMPSON ANCHOR, SEE PLAN FOR MODELAND SPACING. SECURE TO MASONRYWITH 5/8"Ø DRILL AND EPOXY ANCHORWITH 5" EMBEDMENT4.ROOF SHEATHING, SEE PLAN5.ROOF TRUSS, SEE PLAN, WITH SIMPSONTHA OR SIM. HANGER (COORD. WITHTRUSS MANUFACTURER)6.4x10 EMBED PLATE AT 32"O.C. WITH (2)3/4"Ø W.A.S. WITH 5" MIN. EMBED7.L6x4x5/16 CONT. DECK ANGLE8.4x6 CONT. PLATE (RIPPED TO 4") WITH5/8"Ø THRU BOLTS AT 32"O.C.1/441/44213456786S4.8DETAIL7S4.8DETAIL8S4.8DETAILKEYNOTES:1.ROOF SHEATHING, SEE PLAN ANDSCHED.2.WALL STUDS, SEE FRAMING NOTES3.DOUBLE TOP PLATE, SEE DETAIL 1/S4.14.WALL SHEATHING, SEE PLAN & SCHED.5.CONT. BOTTOM PLATE W/ 0.148"Øx3"NAILS AT 6" O.C.6.2x4 CONT. RIBBON BOARD7.WOOD BEAM, SEE PLAN. NOTCH BEAMFOR CONT. RIBBON BOARD8.PROVIDE CONT. SQUASHBLOCKS/TRIMMERS BELOW BEAM WITH ASINGLE KING STUD EACH SIDE. SECURETO BEAM SIM TO DETAIL 2/S4.1122345678KEYNOTES:1.ROOF SHEATHING, SEE PLAN ANDSCHED.2.REQ'D PANEL BOUNDARY NAILING, SEEPLAN & SCHED.3.WALL STUDS, SEE FRAMING NOTES4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.15.WALL SHEATHING, SEE PLAN & SCHED.6.REQ'D PANEL EDGE NAILING7.CONT. BOTTOM PLATE W/ 0.148"Øx3"NAILS AT 6" O.C.8.ROOF TRUSS, SEE PLAN, W/ SIMPSON H1AT EACH TRUSS9.TRUSSED SHEAR BLOCKING, SEE DETAIL6/S4.910.PARAPET BRACING, SEE DETAIL 7/S4.9KEYNOTES:1.ROOF SHEATHING, SEE PLAN ANDSCHED.2.REQ'D PANEL BOUNDARY NAILING, SEEPLAN & SCHED.3.WALL STUDS, SEE FRAMING NOTES4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.15.WALL SHEATHING, SEE PLAN & SCHED.6.REQ'D PANEL EDGE NAILING7.CONT. BOTTOM PLATE W/ 0.148"Øx3"NAILS AT 6" O.C.8.ROOF TRUSS, SEE PLAN9.PARAPET BRACING, SEE DETAIL 7/S4.99S4.8DETAIL10S4.8DETAIL11S4.8DETAIL12S4.8DETAIL13S4.8DETAIL14S4.8DETAIL15S4.8DETAIL16S4.8DETAIL1234566789101234567893/4DECKWELD3243/4DECKWELD243KEYNOTES:1.MASONRY WALL, SEE PLAN2.(2) #4 BARS CONT. TOP OF WALL3.ROOF DECK, SEE PLAN4.1/4x6xCONT. PLATE WITH 3/4"Ø BY 12"LONG DBA'S AT 32"O.C.11KEYNOTES:1.ROOF SHEATHING, SEE PLAN AND SCHED.2.REQ'D PANEL BOUNDARY NAILING, SEEPLAN & SCHED.3.WALL STUDS, SEE FRAMING NOTES4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.15.WALL SHEATHING, SEE PLAN & SCHED.6.REQ'D PANEL EDGE NAILING7.CONT. RIMBOARD8.FULL HEIGHT BLOCKING WITH SIMPSONLS30 AT EACH BLOCK9.ROOF JOIST, SEE PLAN10.SIMPSON H2.5A AT EACH JOIST (PROVIDEWEB FILLER AS REQ'D)12345678910KEYNOTES:1.ROOF SHEATHING, SEE PLAN AND SCHED.2.REQ'D PANEL BOUNDARY NAILING, SEEPLAN & SCHED.3.WALL STUDS, SEE FRAMING NOTES4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.15.WALL SHEATHING, SEE PLAN & SCHED.6.REQ'D PANEL EDGE NAILING7.CONT. RIMBOARD8.FULL HEIGHT BLOCKING WITH SIMPSONLS30 AT EACH BLOCK9.ROOF JOIST, SEE PLAN10.SIMPSON H2.5A AT EACH JOIST (PROVIDEWEB FILLER AS REQ'D)11.DBL JOIST, SEE PLAN12.SIMPSON ITS JOIST HANGER123456789101112KEYNOTES:1.ROOF SHEATHING, SEE PLAN AND SCHED.2.REQ'D PANEL BOUNDARY NAILING, SEEPLAN & SCHED.3.WALL STUDS, SEE FRAMING NOTES4.DOUBLE TOP PLATE, SEE DETAIL 1/S4.15.WALL SHEATHING, SEE PLAN & SCHED.6.REQ'D PANEL EDGE NAILING7.CONT. RIMBOARD WITH SIMPSON LS30 AT32" O.C.8.ROOF JOIST, SEE PLAN9.BLOCKING AT 24" O.C. WITH SIMPSONH2.5A AT EACH BLOCK10.0.148Ø"x3" NAILS AT 4" O.C.11.SIMPSON LS30, PROVIDE WEB FILLER12345678910111/441/441/441/44KEYNOTES:1.MASONRY WALL, SEE PLAN2.(2) #4 CONT. TOP OF WALL3.SIMPSON ANCHOR, SEE PLAN FOR MODELAND SPACING. SECURE TO MASONRY WITH5/8"Ø DRILL AND EPOXY ANCHOR WITH 5"EMBEDMENT4.ROOF SHEATHING, SEE PLAN5.ROOF JOIST, SEE PLAN, WITH SIMPSON ITSJOIST HANGER6.4x10 EMBED PLATE AT 24"O.C. WITH (2) 3/4"ØW.A.S. WITH 5" MIN. EMBED (TOP OF EMBED ISAT TOP OF MASONRY, COORD. WITH ARCH.)7.L6x6x3/8 CONT. DECK ANGLE8.4x8 CONT. PLATE (RIPPED TO 6") WITH 5/8"ØTHRU BOLTS AT 32"O.C.9.SIMPSON HDU HOLDOWN ANCHOR, SEEPLAN, WITH 5/8"Ø THRU BOLTS10.WALL STUDS, SEE FRAMING NOTES11.WALL SHEATHING, SEE PLAN & SCHED.12.REQ'D PANEL EDGE NAILING13.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILS AT6" O.C.12934567810111213KEYNOTES:1.MASONRY WALL, SEE PLAN2.(2) #4 CONT. TOP OF WALL3.ROOF SHEATHING, SEE PLAN4.ROOF JOIST, SEE PLAN, WITH SIMPSON ITSJOIST HANGER5.4x10 EMBED PLATE AT 32"O.C. WITH (2)3/4"Ø W.A.S. WITH 5" MIN. EMBED (TOP OFEMBED IS AT TOP OF MASONRY, COORD.WITH ARCH.)6.L6x6x3/8 CONT. DECK ANGLE7.4x8 CONT. PLATE (RIPPED TO 6") WITH5/8"Ø THRU BOLTS AT 32"O.C.8.WALL STUDS, SEE FRAMING NOTES9.WALL SHEATHING, SEE PLAN & SCHED.10.REQ'D PANEL EDGE NAILING11.CONT. BOTTOM PLATE W/ 0.148"Øx3" NAILSAT 6" O.C.1234567891011KEYNOTES:1.MASONRY WALL, SEE PLAN2.(2) #4 CONT. AT TOP OF WALL3.ROOF SHEATHING, SEE PLAN4.SIMPSON CS14 STRAP 96" LONG, SPACEDALONG WALL AT 96" O.C., ALIGN WITH ANDANCHOR ON GRID 1.85.2x6 FLAT BLOCKING6.ROOF TRUSS, SEE PLAN7.4x8 CONT. PLATE WITH 5/8"Ø ANCOR BOLTSAT 24"O.C.123455667KEYNOTES:1.MASONRY WALL, SEE PLAN2.(2) #4 CONT. AT TOP OF WALL3.ROOF SHEATHING, SEE PLAN4.SIMPSON STRAP, SEE PLAN5.ROOF TRUSS, SEE PLAN, WITH SIMPSONTHA OR SIM. HANGER (COORD. WITHTRUSS MANUFACTURER)6.4x8 CONT. PLATE WITH 5/8"Ø ANCOR BOLTSAT 24"O.C.1234556KEYNOTES:1.MASONRY WALL PIER, SEE PLAN2.VERTICAL WALL PIER REINFORCING3.WF BEAM, SEE PLAN4.SEE DETAIL 15/S4.7 FOR WFCONNECTIONS5.EMBED CHANNEL, SEE DETAIL 15/S4.7,EMBED FOR EACH WF, PROVIDE A 45°MITER JOIT6.NOTCH EMBED CHANNEL FOR WALLREINFORCING.7.(2) #6 D.B.A.'s EACH EMBED (8" VERTICALSPACING)8.(2) #6 BARS (8" VERTICAL SPACING),EXTEND A MINIMUM OF 48" INTO WALLNOTES:A.AT ALL "DRAG" CONNECTIONS PROVIDE:a) WELDS ARE TO BE DEMAND CRITICAL WELDS.b) BOLTS ARE TO BE PRETENSIONED BOLTS WITH CLASS A FAYING SURFACES.12233445567883S4.8DETAILKEYNOTES:1.ROOF SHEATHING, SEE PLAN ANDSCHEDULE2.ROOF TRUSS, SEE PLAN3.WF BEAM, SEE PLAN4.SIMPSON THA OR SIM JOIST HANGER(COORD. WITH TRUSS MANUFACTURER)5.4x PLATE, SECURE TO WF WITH 5/8"ØTHRU BOLTS AT 24" O.C. STAGGERED.COUNTERSINK AS REQ'D223442FRAMINGDETAILSS4.8ISSUE DATE:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTS© 2023 CLARITY DESIGN GROUP#DATEDESCRIPTIONWCA PROJECT NO:442 North Main Street, Suite 200Bountiful, Utah 84010(801) 298-1118, Office 298-1122 FaxEngineering inc.Structurale-mail: wca@wcaeng.comWCACC23019CONNECTIONSLOT 13, LOT 14450, 470 FirstAmerican CirREXBURG, ID83440FORCONSTRUCTIONIF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.3/30/20233/30/2023 1S4.9DETAIL2S4.9DETAIL3S4.9DETAIL5S4.9DETAIL4S4.9DETAIL6S4.9TYPICAL SHEAR PANEL BLOCKINGPREFAB TRUSS BLOCKINGPLYWOOD SHEAR PANELKEYNOTES:1.3/8" OR 1/2" SOLID PLYWOOD PANEL WITH8d AT 6" O.C. AT EDGES2.NAIL TOP AND BOTTOM CHORD TOFRAMING PER DETAILS OR SCHEDULE3.SOLID 2x BLOCKING AT EACH EDGE OFPLYWOOD PANEL4.SOLID 2x DIAGONAL TO PROVIDEADEQUATE LATERAL STRENGTH5.SOLID 2x FRAMING AT EDGES OF BLOCK -TRUSS PLATE AT CORNERS PER MFRNOTE:A.SHEAR PANEL USING EITHER PLYWOODPANEL OR PREFAB TRUSS BLOCKING TOBE INSTALLED PER DETAILSB.BLOCKING AT TOP EDGE TO BE VERTICALWHERE INSTALLED UNDER LOADBEARING WALLS. OTHERWISE BLOCKINGMAY LAY VERTICAL OR HORIZONTALC.TRUSS MANUFACTURER TO DESIGNPREFAB BLOCKING FOR LATERAL FORCEOF 200#231425BRACE PERPENDICULAR TO JOISTBRACE PARALLEL TO JOISTKEYNOTES:1.WOOD PARAPET STUDS 2x_, SEE DETAILS2.SHEATHING, SEE PLAN AND SCHEDULES3.WALL SHEATHING, SEE PLAN AND SCHED.4.PRESS PLATE WOOD TRUSS, SEE PLAN5.2x4 BRACE AT 16" O.C. (FOR HORIZONTALSPANS GREATER THAN 6'-0" USE 2x6 AT16" O.C.6.2x8 SHAPED PLATE, CONT. W/ THEFOLLOWING CONNECTIONS:1) AT PARAPETS 3'-0" TALL AND LESS (2)SIMPSON SDS1/4x3 WOOD SCREWS ATEACH PURLIN OR TRUSS,2) AT ALL OTHER PARAPETS, (3) SIMPSONSDS1/4x3 WOOD SCREWS AT EACHPURLIN OR TRUSS7.(3) 0.162"Øx3 1/2" NAILS, TOE NAILED TOPLATE8.SIMPSON H3 AT EACH BRACE9.(2) 2x6 PURLIN, PLACE UNDER EACHPARAPET WALL AND BRACE. PROVIDESIMPSON F26-2 (OR EQUAL) HANGEREACH END (FACE MOUNT HANGER MAYBE SUBSTITUTED IF TOP CHORD ALLOWSFOR CONNECTION FASTENERS)10.(2) 2x6 PURLIN, AT 32" O.C. PROVIDESIMPSON F26-2 (OR EQUAL) HANGEREACH END (FACE MOUNT HANGER MAYBE SUBSTITUTED IF TOP CHORD ALLOWSFOR CONNECTION FASTENERS)11.(5) 0.148xØx3" NAILS [USE (8) 0.148xØx3" IF2x6 BRACE IS USED (SEE KEYNOTE 5)]NOTES:A.TRUSS DESIGNER TO DESIGN FOR WIND(0.6*W) LOAD:AT 3'-0" (or less)PARAPETS: 150plfAT 6'-0" PARAPETS: P = 300plf7S4.9PARAPET BRACING1223344467851022689911152117AAAAL 2/3 x L 1/3 x L T.O.PARAPETL 2/3 x L 1/3 x L T.O.PARAPETKEYNOTES:1.MASONRY WALL, SEE PLAN2.STEEL DECK, SEE PLAN AND DETAIL 1/S4.73.(2) #5 CONT. AT DECK BEARING4.(2) #4 CONT. AT LEDGER5.ROOF SHEATHING, SEE PLAN6.ROOF JOIST, SEE PLAN, WITH SIMPSONLUS26 JOIST HANGER7.WOOD EDGE BEAM, SEE PLAN8.REQ'D PANEL EDGE NAILING9.1 3/4x11 7/8" LVL LEDGER WITH (2) 3/4"ØDRILL AND EPOXY ANCHORS AT 32" O.C.,PROVIDE 5" EMBEDMENT1345267889KEYNOTES:1.MASONRY WALL, SEE PLAN2.STEEL DECK, SEE PLAN AND DETAIL 1/S4.73.(2) #5 CONT. AT DECK BEARING4.(2) #4 CONT. AT LEDGER5.ROOF SHEATHING, SEE PLAN6.DBL LVL BEAM SEE PLAN7.SIMPSON HU412 JOIST HANGER, TURNEDUPSIDE DOWN TO SUPPORT EDGE BEAM8.WOOD EDGE BEAM, SEE PLAN9.LVL LEDGER, SEE DETAIL 4/S4.910.FULL HEIGHT BLOCKING WITH SIMPSONLS30 AT EACH BLOCK11.SIMPSON H2.5A EACH SIDE OF DBL LVLBEAM12.L5x3 1/2x1/4 by 11" LONG WITH (2) 3/4"ØDRILL AND EPOXY ANCHORS, PROVIDE 5"EMBEDMENT, AND (2) 3/4"Ø THRU BOLTS13.WALL STUDS, SEE PLAN14.WALL SHEATHING, OPP SIDE, SEE PLAN15.5/8"Ø DRILL AND EPOXY ANCHORS ATHORIZONTAL BOND BEAMS (48" O.C.),PROVIDE 5" EMBEDMENT16.UPPER WALL FRAMING NOT SHOWN FORCLARITY13421 1/2"567891011125"131415168S4.9DETAILKEYNOTES:1.ROOF SHEATHING, SEE PLAN ANDSCHED.2.WALL STUDS, SEE FRAMING NOTES3.DOUBLE TOP PLATE, SEE DETAIL 1/S4.14.WALL SHEATHING, SEE PLAN & SCHED.5.ROOF TRUSS, SEE PLAN, W/ SIMPSON H1AT EACH TRUSS6.TRUSSED SHEAR BLOCKING, SEE DETAIL6/S4.97.HSS BEAM, SEE PLAN8.ROOF JOIST, SEE PLANWITH SIMPSONLUS26 JOIST HANGERS9.2x8 LEDGER, SECURE TO HSS WITH 3/4"ØWELD THREADED STUDS AT 24" O.C.10.2x8 LEDGER, SECURE WALL FRAMINGWITH (2) ROWS OF SIMPSON SDS1/4x4 1/2"WOOD SCREWS AT 16" O.C.KEYNOTES:1.ROOF SHEATHING, SEE PLAN ANDSCHED.2.WALL STUDS, SEE FRAMING NOTES3.DOUBLE TOP PLATE, SEE DETAIL 1/S4.14.WALL SHEATHING, SEE PLAN & SCHED.5.ROOF TRUSS, SEE PLAN6.HSS BEAM, SEE PLAN7.ROOF JOIST, SEE PLANWITH SIMPSONLUS26 JOIST HANGERS8.2x8 LEDGER, SECURE TO HSS WITH 3/4"ØWELD THREADED STUDS AT 24" O.C.9.2x8 LEDGER, SECURE WALL FRAMINGWITH (2) ROWS OF SIMPSON SDS1/4x4 1/2"WOOD SCREWS AT 16" O.C.112345678910KEYNOTES:1.COLUMN, SEE PLAN2.HSS BEAM, SEE PLAN3.5 1/2x1/2x10" CAP PLATE WITH (4)SIMPSON 1/4x2 1/2" SDS WOOD SCREWS.PROVIDE A MINIMUM OF 1 1/2" EDGEDISTANCE4.ROOF SHEATHING, SEE PLAN5.ROOF TRUSS, SEE PLAN6.DBL TOP PLATE, SEE PLAN AND DETAIL1/S4.17.SEE DETAIL 6/S4.1 FOR STEEL TO WOODCONNECTIONS1/4CJP12261/43445KEYNOTES:1.COLUMN, SEE PLAN2.HSS BEAM, SEE PLAN3.5 1/2x1/2x10" CAP PLATE WITH (4)SIMPSON 1/4x2 1/2" SDS WOOD SCREWS.PROVIDE A MINIMUM OF 1 1/2" EDGEDISTANCE4.(2) 2x6 BLOCKS, 24" LONG (SPANNINGFROM TRUSS TO TRUSS)5.SECURE EACH BLOCK TO EACH OTHERAND ROOF SHEATHING WITH 0.148"Øx3"NAILS AT 4" O.C. STAGGERED6.ROOF SHEATHING, SEE PLAN7.ROOF TRUSS, BEYOND, SEE PLAN8.DBL TOP PLATE, SEE PLAN AND DETAIL1/S4.19.SIMPSON MST STRAP, SEE PLAN ANDDETAIL 2/S4.810.SEE DETAIL 6/S4.1 FOR STEEL TO WOODCONNECTIONS1/4CJP12261/436675897101124567893FRAMINGDETAILSS4.9ISSUE DATE:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTS© 2023 CLARITY DESIGN GROUP#DATEDESCRIPTIONWCA PROJECT NO:442 North Main Street, Suite 200Bountiful, Utah 84010(801) 298-1118, Office 298-1122 FaxEngineering inc.Structurale-mail: wca@wcaeng.comWCACC23019CONNECTIONSLOT 13, LOT 14450, 470 FirstAmerican CirREXBURG, ID83440FORCONSTRUCTIONIF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.3/30/20233/30/2023 DESIGN CONTACTSMECHANICAL SYMBOLS’“” ’SITE CONDITIONSDUCTWORK SEISMIC SUPPORT NOTES:COMMISSIONING NOTES:PROJECT MECHANICAL NOTES:PROJECT MECHANICAL NOTES:SUBMITTALS:MECHANICAL SHEET INDEXVRF/VRV SYSTEM NOTES:ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00M0.1BB/JEMMMECHANICALNOTES & LEGENDS FIRST FLOOR MECHANICAL PLAN NMECHANICAL KEYED NOTES:WAITING104VESTIBULE103RECEPT.105KIDS106R.R. W/SHOWER117OT / PTTESTING /TREATMENT127PTTREATMENT126ADLKITCHEN118ADL PANTRY119ADL FAMILY /LAUNDRY /BED RM.116CONSTRUCTION/ CRAFT ZONE115OT / PTTREATMENT129I.T.113STAFF R.R.131EVENTSTORAGE137QUIET130JAN.124TECHNOLOGY111TESTING109WOMENS133CONSULT108MENS132GYM122UNISEX R.R.123PT125STORAGE121SENSORY RM.120FIRE RISER112HALLWAYVESTIBULE101STAIR134STAIR114EVENTCENTER136FOOD PREPROOM139ENTRANCELOBBY102PLAYGROUND141OUTDOORPATIO140ADMIN.STORAGE110JAN. /STORAGE138EVENTI.T.135ADMIN.107ELECTRICALRM.128ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00M1.1BB/JEMMFIRST FLOORMECHANICAL PLAN SECOND FLOOR MECHANICAL PLAN NMECHANICAL KEYED NOTES:STAIR206LOUNGE201MENS209WOMENS208SPEECH 8229SPEECH 9227SPEECH 14217SPEECH 13219SPEECH 11223SPEECH 12222OT /PTTREATMENT213STORAGE211MEZZANINE212STOR.221EVENT FAMILY204SPEECH 15215HALLWAY235CONSTRUCTION/ CRAFT ZONE220SPEECH 10225STAIRS224SPEECH 7226SPEECH 6228SPEECH 5230SPEECH 4232SPEECH 3234SPEECH 2231SPEECH 1233MOTHERS RM.207UNISEX203EVENT FAMILY202JAN.205STAFF R.R.210SPEECH 16214SPEECH 17216OT /PTTREATMENT218ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00M1.2BB/JEMMSECOND FLOORMECHANICAL PLAN THIRD FLOOR MECHANICAL PLAN NMECHANICAL KEYED NOTES:STAIR315RECEPT. /WAITING302STORAGE /JAN.314ELEVATORLOBBY301EX, OFFICE306CONNECTIONSOFFICE330CONNECTIONSOFFICE328CONNECTIONOFFICE323STAIR332MOTHERS RM.316CONFERENCE324OFFICE307BKR.312IT / COPY /PRINT WORK304PANTRY /STORAGE319STORAGE321BKR320CONNECTIONOFFICE322OFFICE311OFFICE310OFFICE308CONF.305OFFICE309HALLWAY303HALLWAY331UNISEX R.R.327COPY, PRINT329IT313CONNECTIONOFFICE326OUTDOORPATIO325MENS318WOMENS317ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00M1.3BB/JEMMTHIRD FLOORMECHANICAL PLAN ROOF MECHANICAL PLAN NMECHANICAL KEYED NOTES:ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00M1.4BB/JEMMROOF MECHANICALPLAN RTU CONCENTRIC SUPPLY/RETURN DUCTING DETAILTYPICAL DUCT STRAP HANGER DETAILFLEXIBLE DUCT STRAP HANGER DETAILRTU CONTROL SEQUENCETYPICAL RTU INSTALLATION DETAILTYPICAL ISOLATION ROOF CURB DETAILDIFFUSER CONNECTION DETAILPLENUM RETURN AIR BOOT DETAILISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00M5.1BB/JEMMMECHANICALDETAILS SUSPENDED EQUIPMENT SEISMIC BRACING DETAILBRANCH DUCT TAKE-OFF & DAMPER DETAILINSULATED ROUND TAKE-OFF"OVER DOOR" TRANSFER GRILLE DETAILFIRE DAMPER DETAIL (1-HOUR RATED)ROUND DUCT HANGER DETAILISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00M5.2BB/JEMMMECHANICALDETAILS TYPICAL CONCEALED AIR HANDLER INSTALLATION DETAILTYPICAL ROOF MOUNTED INVERTER INSTALLATION DETAILTYPICAL CLOTHES DRYER EXHAUST ROUTING DIAGRAMPIPING WITH TRAPEZE HANGERS DETAILISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00M5.3BB/JEMMMECHANICALDETAILS ROOF MOUNTED ERV SCHEDULEDAIKIN VRF INDOOR UNIT SCHEDULEDAIKIN VRF OUTDOOR UNIT SCHEDULEDAIKIN BRANCH CONTROLLER SCHEDULEISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00M6.1BB/JEMMMECHANICALSCHEDULES PACKAGED ROOFTOP UNITELECTRIC WALL HEATER SCHEDULEV = R P + R AOUTSIDE AIR BALANCING SCHEDULESPLIT SYSTEM INDOOR & OUTDOOR UNITSUNIT HEATER SCHEDULEISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00M6.2BB/JEMMMECHANICALSCHEDULES ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00M7.1BB/JEMMMECHANICALSPECIFICATIONS ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00M7.2BB/JEMMMECHANICALSPECIFICATIONS ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00M7.3BB/JEMMMECHANICALSPECIFICATIONS ODU- 1 (7)REYQ120AATJAODU- 2 (7)REYQ120AATJAODU- 3 (8)REYQ168AATJAItouch ManagerDCM601B71L,NEthernet 100BASE-TXOUT F1,F2Drawing NoDate02/28/2023Control GroupTitleController wiring schematicsProjectConnections TherapyUSAClient#1.13/4"1 1/8 x1/2 x#1.21/2"1/4 x#1.35/8"3/8 x#1.41/2"1/4 x#1.55/8"3/8 x#1.61/2"1/4 x#1.71/2"1/4 x#1.85/8"3/8 xODU- 1REYQ120AATJABS- 1BSF8Q54TVJAFC- 1Construction/CraftFXMQ15PBVJUBFC- 2KidsFXMQ24PBVJUCFC- 3AdminFXMQ09PBVJUDFC- 4WaitingFXMQ48PBVJUEFC- 5Entrance/LobbyFXMQ07PBVJUFFC- 6Hall/QuietFXMQ18PBVJUGFC- 7ADL KitchenFXMQ36PBVJUHDrawing NoDate02/28/2023REYQ120AATJAVRV EMERIONAir cooled heat recoveryODU- 1TitlePiping schematicsProjectConnections TherapyUSAClientODU- 1REYQ120AATJAREYQ120AATJABS- 1BSF8Q54TVJABCDEFGHFC- 1FXMQ15PBVJUBRC1E73FC- 2FXMQ24PBVJUBRC1E73FC- 3FXMQ09PBVJUBRC1E73FC- 4FXMQ48PBVJUBRC1E73FC- 5FXMQ07PBVJUBRC1E73FC- 6FXMQ18PBVJUBRC1E73FC- 7FXMQ36PBVJUBRC1E73OUT F1,F2to centralized controllerL1, L2, L3 36.5A 3phL1, L2 0.8A 1phL1, L2 1.5A 1phL1, L2 1.8A 1phL1, L2 0.6A 1phL1, L2 3.4A 1phL1, L2 0.6A 1phL1, L2 1.6A 1phL1, L2 2.9A 1phIN F1,F2OUT F1,F2IN F1,F2F1,F2F1,F2F1,F2F1,F2F1,F2F1,F2F1,F2P1,P2P1,P2P1,P2P1,P2P1,P2P1,P2P1,P2Drawing NoDate02/28/2023REYQ120AATJAVRV EMERIONAir cooled heat recoveryODU- 1TitleWiring schematicsProjectConnections TherapyUSAClientISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00M8.1BB/JEMMVRF PIPINGDIAGRAMS #2.13/4"1 1/8 x1/2 x#2.21/2"1/4 x#2.31/2"1/4 x#2.45/8"3/8 x#2.55/8"3/8 x#2.65/8"3/8 x#2.71/2"1/4 x#2.85/8"3/8 xODU- 2REYQ120AATJABS- 2BSF8Q54TVJAFC- 8Speech 11/12FXMQ15PBVJUBFC- 9Hallway 210FXMQ15PBVJUCFC- 10Speech 1-7FXMQ30PBVJUDFC- 11Speech 8-15FXMQ24PBVJUEFC- 12Lounge 201FXMQ30PBVJUFFC- 13Speech 16/17FXMQ12PBVJUGFC- 14Construction/CraftFXMQ24PBVJUHDrawing NoDate02/28/2023REYQ120AATJAVRV EMERIONAir cooled heat recoveryODU- 2TitlePiping schematicsProjectConnections TherapyUSAClientODU- 2REYQ120AATJAREYQ120AATJABS- 2BSF8Q54TVJABCDEFGHFC- 8FXMQ15PBVJUBRC1E73FC- 9FXMQ15PBVJUBRC1E73FC- 10FXMQ30PBVJUBRC1E73FC- 11FXMQ24PBVJUBRC1E73FC- 12FXMQ30PBVJUBRC1E73FC- 13FXMQ12PBVJUBRC1E73FC- 14FXMQ24PBVJUBRC1E73OUT F1,F2to centralized controllerL1, L2, L3 36.5A 3phL1, L2 0.8A 1phL1, L2 1.5A 1phL1, L2 1.5A 1phL1, L2 2.8A 1phL1, L2 1.8A 1phL1, L2 2.8A 1phL1, L2 1.4A 1phL1, L2 1.8A 1phIN F1,F2OUT F1,F2IN F1,F2F1,F2F1,F2F1,F2F1,F2F1,F2F1,F2F1,F2P1,P2P1,P2P1,P2P1,P2P1,P2P1,P2P1,P2Drawing NoDate02/28/2023REYQ120AATJAVRV EMERIONAir cooled heat recoveryODU- 2TitleWiring schematicsProjectConnections TherapyUSAClientISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00M8.2BB/JEMMVRF PIPINGDIAGRAMS #3.17/8"1 1/8 x5/8 x#3.25/8"3/8 x#3.35/8"3/8 x#3.45/8"3/8 x#3.51/2"1/4 x#3.61/2"1/4 x#3.71/2"1/4 x#3.85/8"3/8 x#3.95/8"3/8 xODU- 3REYQ168AATJABS- 3BSF8Q54TVJAFC- 15Conference 323FXMQ36PBVJUBFC- 16Connections Offices 319/320FXMQ24PBVJUCFC- 17KitchenFXMQ48PBVJUDFC- 18Connections Offices 326/327FXMQ07PBVJUEFC- 19LobbyFXMQ09PBVJUFFC- 20Hall/OfficesFXMQ18PBVJUGFC- 21Offices 304-307FXMQ36PBVJUHFC- 22Recept./WaitingFXMQ24PBVJUDrawing NoDate02/28/2023REYQ168AATJAVRV EMERIONAir cooled heat recoveryODU- 3TitlePiping schematicsProjectConnections TherapyUSAClientODU- 3REYQ168AATJAREYQ168AATJABS- 3BSF8Q54TVJABCDEFGHFC- 15FXMQ36PBVJUBRC1E73FC- 16FXMQ24PBVJUBRC1E73FC- 17FXMQ48PBVJUBRC1E73FC- 18FXMQ07PBVJUBRC1E73FC- 19FXMQ09PBVJUBRC1E73FC- 20FXMQ18PBVJUBRC1E73FC- 21FXMQ36PBVJUBRC1E73FC- 22FXMQ24PBVJUBRC1E73OUT F1,F2to centralized controllerL1, L2, L3 54.9A 3phL1, L2 0.8A 1phL1, L2 2.9A 1phL1, L2 1.8A 1phL1, L2 3.4A 1phL1, L2 0.6A 1phL1, L2 0.6A 1phL1, L2 1.6A 1phL1, L2 2.9A 1phL1, L2 1.8A 1phIN F1,F2OUT F1,F2IN F1,F2F1,F2F1,F2F1,F2F1,F2F1,F2F1,F2F1,F2F1,F2P1,P2P1,P2P1,P2P1,P2P1,P2P1,P2P1,P2P1,P2Drawing NoDate02/28/2023REYQ168AATJAVRV EMERIONAir cooled heat recoveryODU- 3TitleWiring schematicsProjectConnections TherapyUSAClientISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00M8.3BB/JEMMVRF PIPINGDIAGRAMS PLUMBING SYMBOLSPIPING SEISMIC SUPPORT NOTES:PROJECT PLUMBING NOTES:PROJECT PLUMBING NOTES:DESIGN CONTACTSPLUMBING SHEET INDEXSUBMITTAL NOTES:ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00P0.1BB/JEMMGENERALPLUMBING NOTES& LEGEND FIRST FLOOR PLUMBING PLAN - WATER & GASNPLUMBING KEYED NOTES:WAITING104VESTIBULE103RECEPT.105KIDS106R.R. W/SHOWER117OT / PTTESTING /TREATMENT127PTTREATMENT126ADLKITCHEN118ADL PANTRY119ADL FAMILY /LAUNDRY /BED RM.116CONSTRUCTION/ CRAFT ZONE115OT / PTTREATMENT129I.T.113STAFF R.R.131EVENTSTORAGE137QUIET130JAN.124TECHNOLOGY111TESTING109WOMENS133CONSULT108MENS132GYM122UNISEX R.R.123PT125STORAGE121SENSORY RM.120FIRE RISER112HALLWAYVESTIBULE101STAIR134STAIR114EVENTCENTER136FOOD PREPROOM139ENTRANCELOBBY102PLAYGROUND141OUTDOORPATIO140ADMIN.STORAGE110JAN. /STORAGE138EVENTI.T.135ADMIN.107ELECTRICALRM.128ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00P1.1BB/JEMMFIRST FLOORPLUMBING PLAN -WATER & GAS FIRST FLOOR PLUMBING PLAN - SEWERNPLUMBING KEYED NOTES:WAITING104VESTIBULE103RECEPT.105KIDS106R.R. 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AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. 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THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). 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EAST BAY BLVD.PHONE: 801.375.2228J23012.00P1.3BB/JEMMGENERALPLUMBING NOTES& LEGENDSECOND FLOORPLUMBING PLAN -WATER & GAS SECOND FLOOR PLUMBING PLAN - SEWERNPLUMBING KEYED NOTES:STAIR206LOUNGE201MENS209WOMENS208SPEECH 8229SPEECH 9227SPEECH 14217SPEECH 13219SPEECH 11223SPEECH 12222OT /PTTREATMENT213STORAGE211MEZZANINE212STOR.221EVENT FAMILY204SPEECH 15215HALLWAY235CONSTRUCTION/ CRAFT ZONE220SPEECH 10225STAIRS224SPEECH 7226SPEECH 6228SPEECH 5230SPEECH 4232SPEECH 3234SPEECH 2231SPEECH 1233MOTHERS RM.207UNISEX203EVENT FAMILY202JAN.205STAFF R.R.210SPEECH 16214SPEECH 17216OT /PTTREATMENT218ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00P1.4BB/JEMMGENERALPLUMBING NOTES& LEGENDSECOND FLOORPLUMBING PLAN -SEWER THIRD FLOOR PLUMBING PLAN - WATER & GASNPLUMBING KEYED NOTES:STAIR315RECEPT. /WAITING302STORAGE /JAN.314ELEVATORLOBBY301EX, OFFICE306CONNECTIONSOFFICE330CONNECTIONSOFFICE328CONNECTIONOFFICE323STAIR332MOTHERS RM.316CONFERENCE324OFFICE307BKR.312IT / COPY /PRINT WORK304PANTRY /STORAGE319STORAGE321BKR320CONNECTIONOFFICE322OFFICE311OFFICE310OFFICE308CONF.305OFFICE309HALLWAY303HALLWAY331UNISEX R.R.327COPY, PRINT329IT313CONNECTIONOFFICE326OUTDOORPATIO325MENS318WOMENS317ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). 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EAST BAY BLVD.PHONE: 801.375.2228J23012.00P1.5BB/JEMMGENERALPLUMBING NOTES& LEGENDTHIRD FLOORPLUMBING PLAN -WATER & GAS THIRD FLOOR PLUMBING PLAN - SEWERNPLUMBING KEYED NOTES:STAIR315RECEPT. /WAITING302STORAGE /JAN.314ELEVATORLOBBY301EX, OFFICE306CONNECTIONSOFFICE330CONNECTIONSOFFICE328CONNECTIONOFFICE323STAIR332MOTHERS RM.316CONFERENCE324OFFICE307BKR.312IT / COPY /PRINT WORK304PANTRY /STORAGE319STORAGE321BKR320CONNECTIONOFFICE322OFFICE311OFFICE310OFFICE308CONF.305OFFICE309HALLWAY303HALLWAY331UNISEX R.R.327COPY, PRINT329IT313CONNECTIONOFFICE326OUTDOORPATIO325MENS318WOMENS317ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00P1.6BB/JEMMGENERALPLUMBING NOTES& LEGENDTHIRD FLOORPLUMBING PLAN -SEWER ROOF PLUMBING PLAN PLUMBING KEYED NOTES:NISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00P1.7BB/JEMMGENERALPLUMBING NOTES& LEGENDROOF PLUMBINGPLAN TYPICAL DIRECT POWER VENT GAS WATER HEATER DETAILWATER TEMPERING DETAILSGAS METER INSTALLATIONTYPICAL ROOF DRAINAGE DIAGRAMTYPICAL 2LB GAS CONNECTION DETAILRECIRCULATION PUMP WITH WATER HEATER DETAIL3 VALVE PRV STATION DETAILISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00P5.1BB/JEMMGENERALPLUMBING NOTES& LEGENDPLUMBINGDETAILS TYPICAL FLOOR SINK DETAILTYPICAL FLOOR CLEANOUT DETAILTYPICAL WALL CLEANOUT DETAILPIPING IDENTIFICATIONRECESSED WALL DRAIN BOXMECHANICAL PIPING - MINIMUM INSULATION THICKNESSTEMPERATURESERVICERANGE (°F)NOTES> 120 PSI STEAM> 350251 - 350201 - 250141 - 200105 - 1401, 2, 3, 5, 6HOT WATERHOT WATER16 - 120 PSI STEAM0 - 15 PSI STEAMPIPE SIZE (IN.)< 12 TO 3-1/24 TO 7-1/28 & LARGER2.51.51.51.51.534332243322COOLING SYSTEMS40 - 6033221.5222COOLING COIL CONDENSATE32 - 65.5.5.5.51, 2, 3, 5, 61, 2, 3, 5, 61, 3, 5, 61, 3, 5, 61, 3, 4, 5, 6TEMPERATURESERVICERANGE (°F)NOTESDOMESTIC COLD WATER45 - 9090+90+32+1, 2, 3ROOF DRAIN PIPINGDOMESTIC HOT WATERSERVICE HOT WATERPIPE SIZE (IN.)< 12 TO 3-1/24 TO 7-1/28 & LARGER11111, 2, 3, 41, 2, 3, 41, 2, 3, 51, 5, 611.51.51.511.51.51.511111 TO 1-1/232.51.5.5111.51.51.51 TO 1-1/211PIPING INSULATION DETAILPLUMBING PIPING - MINIMUM INSULATION THICKNESSTYPICAL FLOOR DRAIN WITH TRAP PRIMER DETAILISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00P5.2BB/JEMMGENERALPLUMBING NOTES& LEGENDPLUMBINGDETAILS TYPICAL VENT THROUGH FLAT ROOF DETAILPIPING WITH TRAPEZE HANGERS DETAILPIPE HANGERS WITH BRACING DETAILPIPE WITH CLEVIS HANGERS DETAILPIPE HANGERS DETAILPIPE HANGERS DETAILISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00P5.3BB/JEMMGENERALPLUMBING NOTES& LEGENDPLUMBINGDETAILS WWATER METERBUILDING GAS SCHEMATICWASTE AND VENT PIPING SCHEMATICSTYPICAL WATER CLOSETTYPICAL FLOOR DRAINTYPICAL LAVATORYTYPICAL FLOOR SINKWATER PIPING SCHEMATICSTYPICAL HOSE BIBTYPICAL LAVATORY / SINKTYPICAL MOP SINKTYPICAL MOP SINKTYPICAL DRINKING FOUNTAINTYPICAL FRIDGE CONNECTIONTYPICAL SINKTYPICAL DRINKING FOUNTAINTYPICAL WATER HEATERTYPICAL WATER CLOSET - VALVETYPICAL CONDENSATE RECEPTORPLUMBING FIXTURE SCHEDULENOTES:1. VERIFY ALL MANUFACTURERS, FINISHES, AND OPTIONS WITH OWNER BEFORE ORDERING ANY PLUMBING FIXTURES.2. MINIMUM UNDERGROUND SANITARY SEWER PIPING SIZE SHALL BE 2 INCHES.GAS PIPING CALCULATIONSBUILDING WATER PIPING CALCULATIONSROOF DRAIN SIZING CALCULATIONS²²²TYPICAL URINAL - VALVETYPICAL URINALISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00P6.1BB/JEMMPLUMBINGSCHEDULE &SCHEMATICS ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00P7.1BB/JEMMPLUMBINGSPECIFICATIONS ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.202321058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/24/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00P7.2BB/JEMMPLUMBINGSPECIFICATIONS DESIGN CONTACTSCOMMISSIONING NOTES:’ ELECTRICAL GENERAL NOTES:ABBREVIATIONS INDEXɸɸɸELECTRICAL SYMBOLSSHEET INDEXISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.2023PSRB21058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/31/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00E-0.1ELECTRICALCOVER SHEET NSITE ELECTRICAL PLANELECTRICAL KEYED NOTES:ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.2023PSRB21058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/31/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00E-0.2SITEELECTRICALPLAN NSITE PHOTOMETRIC PLANISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.2023PSRB21058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/31/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00E-0.3SITEPHOTOMETRICPLAN NFIRST FLOOR POWER PLANWAITING104VESTIBULE103RECEPT.105KIDS106R.R. 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AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.2023PSRB21058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/31/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00E-1.11ST FLOORPOWER PLAN NSECOND FLOOR POWER PLANGENERAL NOTES:STAIR206UNISEX203LOUNGE201MENS209WOMENS208SPEECH 2231SPEECH 1233SPEECH 8229SPEECH 16214SPEECH 4232SPEECH 5230SPEECH 6228SPEECH 7226SPEECH 9227SPEECH 14217SPEECH 13219SPEECH 10225SPEECH 11223SPEECH 12222CONSTRUCTION/ CRAFT ZONE220OT /PTTREATMENT218SPEECH 17216OT /PTTREATMENT213STORAGE211STAIRS224MEZZANINE212STOR.221EVENT FAMILY202EVENT FAMILY204SPEECH 3234SPEECH 15215STAFF R.R.210MOTHERS RM.207HALLWAY235JAN.205ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.2023PSRB21058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/31/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00E-1.2SECONDFLOOR POWERPLAN NTHIRD FLOOR POWER PLANGENERAL NOTES:STAIR315RECEPT. /WAITING302STORAGE /JAN.314ELEVATORLOBBY301EX, OFFICE306CONNECTIONSOFFICE330CONNECTIONOFFICE326CONNECTIONSOFFICE328CONNECTIONOFFICE323STAIR332MOTHERS RM.316CONFERENCE324OFFICE307BKR.312IT / COPY /PRINT WORK304PANTRY /STORAGE319STORAGE321BKR320OUTDOORPATIO325MENS318WOMENS317CONNECTIONOFFICE322OFFICE311OFFICE310OFFICE308CONF.305OFFICE309HALLWAY303HALLWAY331UNISEX R.R.327COPY, PRINT329IT313ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.2023PSRB21058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/31/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00E-1.3THIRD FLOORPOWER PLAN NROOF POWER PLANGENERAL NOTES:ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.2023PSRB21058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/31/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00E-1.4ROOF POWERPLAN NFIRST FLOOR LIGHTING PLANGENERAL NOTES:VESTIBULE103RECEPT.105KIDS106R.R. 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AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.2023PSRB21058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/31/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00E-1.5FIRST FLOORLIGHTING PLAN NSECOND FLOOR LIGHTING PLANGENERAL NOTES:STAIR206UNISEX203LOUNGE201MENS209WOMENS208SPEECH 2231SPEECH 1233SPEECH 8229SPEECH 16214SPEECH 4232SPEECH 5230SPEECH 6228SPEECH 7226SPEECH 9227SPEECH 14217SPEECH 13219SPEECH 10225SPEECH 11223SPEECH 12222CONSTRUCTION/ CRAFT ZONE220OT /PTTREATMENT218SPEECH 17216OT /PTTREATMENT213STORAGE211STAIRS224MEZZANINE212STOR.221EVENT FAMILY202EVENT FAMILY204SPEECH 3234SPEECH 15215STAFF R.R.210MOTHERS RM.207HALLWAY235JAN.205GYM122ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.2023PSRB21058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/31/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00E-1.6SECOND FLOORLIGHTING PLAN NTHIRD FLOOR LIGHTING PLANGENERAL NOTES:STAIR315RECEPT. /WAITING302STORAGE /JAN.314ELEVATORLOBBY301EX, OFFICE306CONNECTIONSOFFICE330CONNECTIONOFFICE326CONNECTIONSOFFICE328CONNECTIONOFFICE323STAIR332MOTHERS RM.316CONFERENCE324OFFICE307BKR.312IT / COPY /PRINT WORK304PANTRY /STORAGE319STORAGE321BKR320OUTDOORPATIO325MENS318WOMENS317CONNECTIONOFFICE322OFFICE311OFFICE310OFFICE308CONF.305OFFICE309HALLWAY303HALLWAY331UNISEX R.R.327COPY, PRINT329IT313ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.2023PSRB21058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/31/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00E-1.7THIRD FLOORLIGHTING PLAN FIRE ALARM RISER DIAGRAMFACPNOTES:KEYED NOTES:1ALUMINUM FEEDER SCHEDULEEQUIPMENT GROUNDINGCONDUCTORS SCHEDULEPOWER ONE-LINE DIAGRAM2COPPER FEEDER SCHEDULEEQUIPMENT GROUNDING CONDUCTORSSCHEDULEKEYED NOTES:ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.2023PSRB21058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/31/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00E-5.1ELECTRICALDETAILS ENTRANCLOBBY102ELEVATOLOBBY301ENLARGED ELEVATOR PLANELEVATOR KEYED NOTES:ADA TWO-WAY COMMUNICATIONS SYSTEM RISER DIAGRAMKEYED NOTES:HEAT CABLE CONTROL DETAILGENERAL NOTES:243VIDEO MONITOR WIRING DETAILSECTION CUTELEVATIONGENERAL NOTE:5COMMUNICATIONS RISER DIAGRAM1ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.2023PSRB21058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/31/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00E-5.2ELECTRICALDETAILS MOTION SENSOR WITH LV SWITCH3ELECTRIC WATER COOLER INSTALLATION DETAILREGULARACCESSIBLE4ROUGH-IN DETAIL FOR MC CABLEKEYED NOTES:GENERAL NOTES:6TYPICAL RECESSED FIXTURE MOUNTING DETAIL1DEVICE MOUNTING HEIGHTS INSTALLATION DETAIL8KEYED NOTES:ELECTRICAL EQUIPMENT WORK SPACE CLEARANCESGENERAL NOTE:5DATA/VOICE JACK INSTALLATION DETAILKEYED NOTES:GENERAL NOTES:2ROUGH-IN DETAIL FOR CONDUITGENERAL NOTES:7ROUGH-IN DETAIL FOR MEDICAL GRADE MC CABLEKEYED NOTES:GENERAL NOTES:9ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.2023PSRB21058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/31/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00E-5.3ELECTRICALDETAILS SERVICE GROUNDING DETAILKEYED NOTE:NOTE:1VIDEO MONITOR WIRING DETAILSECTION CUTELEVATIONGENERAL NOTE:7WALL PENETRATIONFLOOR PENETRATIONFIRE RATED PENETRATION DETAIL9LIGHTING CONTROL WIRING DIAGRAMKEYED NOTE:TRENCHING DETAIL2WEATHERPROOF RECEPTACLE INSTALLATION DETAIL8POLE BASE DETAILPOLE BASE DEPTHTABLE3ACCESS CONTROL RISER DIAGRAM5ACCESS CONTROL DOOR LOCK DETAIL46"LCP"ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.2023PSRB21058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/31/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00E-5.4ELECTRICALDETAILS EQUIPMENT SCHEDULESYMBOLDESCRIPTIONSERVICEDISCONNECTSTARTERLOADMOCP/BRKRREMARKSVOLTSPHASESIZEFUSEHP/TONVAAMPSFC1VRF INDOOR208 V1Ø2 POLESWITCH-INTEGRAL3121.5A15AFC2VRF INDOOR208 V1Ø2 POLESWITCH-INTEGRAL3741.8A15AFC3VRF INDOOR208 V1Ø2 POLESWITCH-INTEGRAL1250.6A15AFC4VRF INDOOR208 V1Ø2 POLESWITCH-INTEGRAL7073.4A15AFC5VRF INDOOR208 V1Ø2 POLESWITCH-INTEGRAL1250.6A15AFC6VRF INDOOR208 V1Ø2 POLESWITCH-INTEGRAL3331.6A15AFC7VRF INDOOR208 V1Ø2 POLESWITCH-INTEGRAL6032.9A15AFC8VRF INDOOR208 V1Ø2 POLESWITCH-INTEGRAL3121.5A15AFC9VRF INDOOR208 V1Ø2 POLESWITCH-INTEGRAL3121.5A15AFC10VRF INDOOR208 V1Ø2 POLESWITCH-INTEGRAL5822.8A15AFC11VRF INDOOR208 V3Ø2 POLESWITCH-INTEGRAL6481.8A15AFC12VRF INDOOR208 V3Ø2 POLESWITCH-INTEGRAL1,0092.8A15AFC13VRF INDOOR208 V3Ø2 POLESWITCH-INTEGRAL5041.4A15AFC14VRF INDOOR208 V3Ø2 POLESWITCH-INTEGRAL6481.8A15AFC15VRF INDOOR208 V3Ø2 POLESWITCH-INTEGRAL1,0452.9A15AFC16VRF INDOOR208 V3Ø2 POLESWITCH-INTEGRAL6481.8A15AFC17VRF INDOOR208 V3Ø2 POLESWITCH-INTEGRAL1,2253.4A15AFC18VRF INDOOR208 V3Ø2 POLESWITCH-INTEGRAL2160.6A15AFC19VRF INDOOR208 V3Ø2 POLESWITCH-INTEGRAL2160.6A15AFC20VRF INDOOR208 V3Ø2 POLESWITCH-INTEGRAL5761.6A15AFC21VRF INDOOR208 V3Ø2 POLESWITCH-INTEGRAL1,0452.9A15AFC22VRF INDOOR208 V3Ø2 POLESWITCH-INTEGRAL6481.8A15APOWERED FROM OUTDOOR UNIT AC-1aODU1VRF OUTDOOR208 V3Ø60ANEMA 3R-INTEGRAL13,15036.5A40AODU2VRF OUTDOOR208 V3Ø60ANEMA 3R-INTEGRAL13,15036.5A40AODU3VRF OUTDOOR208 V3Ø60ANEMA 3R-INTEGRAL13,15036.5A40AERV1ENERGY RECOVERYVENTILATOR208 V3Ø100ANEMA 3R-INTEGRAL26,84074.5A100ARTU5ROOF TOP UNIT208 V3Ø60ANEMA 3R-INTEGRAL11,52932.0A45AFACTORY INSTALLED DISCONNECT AND RECEPTACLE.SAC1SPLIT SYSTEM COOLINGINDOOR208 V3Ø2 POLESWITCH-INTEGRAL3601.0A-ACONNECTED TO OUTDOOR UNIT FOR POWERSCU1SPLIT SYSTEM COOLINGOUTDOOR208 V1Ø30ANEMA 3R-INTEGRAL2,74613.2A20ABS1BRANCH CIRCUITCONTROLLER208 V1Ø2 POLESWITCH-INTEGRAL1660.8A15ABS2BRANCH CIRCUITCONTROLLER208 V1Ø2 POLESWITCH-INTEGRAL1660.8A15ABS3BRANCH CIRCUITCONTROLLER208 V1Ø2 POLESWITCH-INTEGRAL1660.8A15AEWH1ELECTRIC WALL HEATER208 V1ØT-STAT--1,4987.2A-AEWH2ELECTRIC WALL HEATER208 V1ØT-STAT--1,1235.4A-AUH1UNIT HEATER120 V1ØT-STAT--3603.0A-APROVIDE 100 MA CONTROL TRANSFORMER 120 VOLT TO 24 VAC INA JUNCTION BOX ENCLOSURE MOUNTED IN EVENT CENTER.WH1WATER HEATER120 V1ØPLUG/CORD--1201.0A-AWH2WATER HEATER120 V1ØPLUG/CORD--1201.0A-ACP1RECIRCULATION PUMP120 V1ØPLUG/CORD--FRAC2402.0A-ASP1SUMP PUMP120 V1ØPLUG/CORD--1,20010.0A-AEL1ELEVATOR208 V3Ø100ANEMA 180A-30 HP18,01350.0A-APROVIDE DISCONNECT WITH SHUNT-TRIP CONTROL ANDAUXILIARY CONTACT. VERIFY EQUIPMENT AND CONNECTIONREQUIREMENTS WITH ELEVATOR SUBMITTALS PRIOR TOORDERING.NOTES:1.VERIFY ALL EQUIPMENT LOCATIONS AND CONNECTION REQUIREMENTS (i.e. VOLTAGE, PHASE, FLA, ETC.) WITH MECHANICAL DRAWINGS/SUBMITTALS BEFORE FOR ACTUAL EQUIPMENT INSTALLED.2.ALL FUSES SHALL BE DUAL ELEMENT TIME DELAY. FINAL BREAKER/FUSE & DISCONNECT SIZE SHALL BE DETERMINED BY MANUFACTURER'S RECOMMENDATION FOR ACTUAL EQUIPMENT INSTALLED.3.MAXIMUM VALUES INDICATED.4.DISCONNECTING MEANS NOT REQUIRED FOR EQUIPMENT WITHIN SIGHT (AS DEFINED IN NEC) OF BRANCH PANEL SERVING EQUIPMENT. SEE NEC 422.31 (B).5.DISCONNECTING MEANS NOT REQUIRED FOR APPLIANCES NOT OVER 300 VA. SEE NEC 422.31 (A).LIGHT FIXTURE SCHEDULEFIXTURENUMBERFIXTUREMANUFACTURERFIXTURECATALOG #LAMPSFIXTUREDESCRIPTIONREMARKSTYPEQTY.VOLTSWATTSMOUNTINGF1METALUXLITHONIADAY-BRITELSICOLUMBIAORACLE24AC-LD4-44-UNV-L835-CD1-U2RTL4-40L-EZ1-LP8352DLG43L835-4-D-UNVASC24-LED-SS-WW-UELEPC24-35LWG-LL-EDU24-NV-LED-4000L-DIM10-MVOLT-35K-80LED3500 KELVIN3800 LUMENS80 CRI-12040.6LAY-INGRID2X4 LED LAY-IN VOLUMETRICF1EMETALUXLITHONIADAY-BRITELSICOLUMBIAORACLE24AC-LD4-44-UNV-EL14W-L835-CD1-U2RTL4-40L-EZ1-LP835-EL14L2DLG43L835-4-D-UNV-EMLEDASC24-LED-SS-WW-UE-EM-1100LEPC24-35LWG-LL-EDU-ELL1424-NV-LED-4000L-DIM10-MVOLT-35K-80-O-EMG-LEDLED3500 KELVIN3800 LUMENS80 CRI-12040.6LAY-INGRID2X4 LED LAY-IN VOLUMETRIC WITH EMERGENCYBATTERY PACKF2ELITEOLS-D1-LED-4-S-4'-U1000L-120-35K-85-WHLED3500 KELVIN1000 LUMENS/FT80 CRI-12032.8SUSPENDEDLINEAR UP/DOWN4 FOOT SECTIONSF2AELITEOLS-D1-LED-4-S-3'-U1000L-120-35K-85-WHLED3500 KELVIN1000 LUMENS/FT80 CRI-12032.8SUSPENDEDLINEAR UP/DOWN3 FOOT SECTIONSF2EELITEOLS-D1-LED-4-S-4'-U1000L-120-35K-85-WH-EMLED3500 KELVIN1000 LUMENS/FT80 CRI-12032.8SUSPENDEDLINEAR UP/DOWN EMERGENCY4 FOOT SECTIONSF2EAELITEOLS-D1-LED-4-S-3'-U1000L-120-35K-85-WH-EMLED3500 KELVIN1000 LUMENS/FT80 CRI-12032.8SUSPENDEDLINEAR UP/DOWN EMERGENCY3 FOOT SECTIONSF3METALUXHBLED-LD5-12SE-W-CL-WG-UNV-L840-CD2-ULED4000 KELVIN12000 LUMENS80 CRI-120109PENDANT OR SURFACELED 2X4 HIGH BAY WITH CLEAR LENS &WIREGUARDF3EMETALUXHBLED-LD5-12SE-W-CL-WG-UNV-L840-CD2-U-EL14WLED4000 KELVIN12000 LUMENS80 CRI-120109PENDANT OR SURFACELED 2X4 HIGH BAY WITH CLEAR LENS &WIREGUARD WITH EMEGENCY BATTERY PACKF4HALO COMMERCIALLITHONIALIGHTOLIERATLANTICPRESCOLITEMAXILUMEPD610ED015/PDM6A835/61VCLDN6 35/15 LO6AR LSS MVOLT EZ1P6RD15NZ10UVB W/P6RD835VB W/P6RDCCLED6-DLM15-35K-U-6LED10-SSLF6SL-6LFSL15L35KHH6-LED-1500L-DIM10-MVOLT-MD-35K-90/HH6-6501-CL-WHLED3500 KELVIN1500 LUMENS80 CRI-12021RECESSEDLED DOWNLIGHT WITH ALZAK TRIMF4EHALO COMMERCIALLITHONIALIGHTOLIERATLANTICPRESCOLITEMAXILUMEPD610ED015IEM/PDM6A835/61VCEMLDN6 35/15 LO6AR LSS MVOLT EZ1 ELP6RD15NZ10UVBEM W/P6RD835VB W/P6RDCCLED6-DLM15-35K-U-ILEM-6LED10-SSLF6SLEM-6LFSL15L35KEMHH6-LED-1500L-DIM10-MVOLT-MD-35K-90-EMG-LED/HH6-6501-CL-WHLED3500 KELVIN1500 LUMENS80 CRI-12021RECESSEDLED DOWNLIGHT WITH ALZAK TRIM ANDEMERGENCY BATTERY PACKF4EHALO COMMERCIALLITHONIALIGHTOLIERATLANTICPRESCOLITEMAXILUMEPD610ED015IEM/PDM6A835/61VCEMLDN6 35/15 LO6AR LSS MVOLT EZ1 ELP6RD15NZ10UVBEM W/P6RD835VB W/P6RDCCLED6-DLM15-35K-U-ILEM-6LED10-SSLF6SLEM-6LFSL15L35KEMHH6-LED-1500L-DIM10-MVOLT-MD-35K-90-EMG-LED/HH6-6501-CL-WHLED3500 KELVIN1500 LUMENS80 CRI-12021RECESSEDLED DOWNLIGHT WITH ALZAK TRIM ANDEMERGENCY BATTERY PACKF5HALOLITHONIALIGHTOLIERWESTINGHOUSEPRESCOLITESATCOSMD6R6835WHFMML-7-8-30-WLS-5-R-8-35K-763221LBS5LEDA6L-30K-9-WHS9331LED3500 KELVIN600 LUMENS80 CRI-12014RECESSEDLED DOWNLIGHT SHOWER W/WHITE TRIMF6TRULY GREEN SOLUTIONSCPMR-0636-40-BKLED4000 KELVIN2465 LUMENS80 CRI-12025PENDANT6" PENDANT WITH 6' CORD TO BE CUT ON JOB SITERemarksF7HALO COMMERCIALHC4-07-D010LED3500 KELVIN700 LUMENS 80CRI-12021RECESSED4" LED DOWNLIGHTF8SEABLEGLASS AND HOUSING DECORATIVE PENDANTLED-12024PENDANTTO BE SELECTED BY THE ARCHITECTVERIFY SPECIFICATION WITH INTERIORSF9METALUXLITHONIADAY-BRITELSICOLUMBIAORACLE4SNLED-LD4-30SL-LW-UNV-L835-CD1-UZL1N-L48-3000LM-FST-MVOLT-35K-80CRI-WHFSS440L835-UNV-DIMSDL-4-LED-SS-WW-UELCL4-35LW-EDU4-OC1-LED-3000L-DIM10-MVOLT-35K-80LED3500 KELVIN3000 LUMENS80 CRI-12029SURFACEWALL48" LED STRIPF10HALO COMMERCIALLITHONIALIGHTOLIERATLANTICPRESCOLITEMAXILUMELD6B10D010/EU6B10208035/6LBSW1LILDN6 35/10 LW6AR LSS MVOLT EZ1P6RD10NZ10UVB W/P6RD835VB W/P6RLWCCLED6WW-DLM11-35K-U-6LED80-SSLF6SLWW-6LFSL11L35KWWHH6-LED-1200L-DIM10-MVOLT-MD-35K-90/HH6-6507-CL-WHLED3500 KELVIN1000 LUMENS80 CRI-12021RECESSEDLED WALLWASHER WITH ALZAK TRIMF11METALUXLITHONIADAY-BRITELSICOLUMBIAORACLE2SNLED-LD4-20SL-LW-UNV-L835-CD1-UZL1N-L24-2500LM-FST-MVOLT-35K-80CRI-WHFSS220L835-UNV-DIMSDL-2-LED-SS-WW-UELCL2-35ML-EU2-OC1-LED-2000L-DIM10-MVOLT-35K-80LED3500 KELVIN2000 LUMENS80 CRI-12026SURFACE/CHAIN24" LED STRIPF11EMETALUXLITHONIADAY-BRITELSICOLUMBIAORACLE2SNLED-LD4-20SL-LW-UNV-EL14W-L835-CD1-UZL1N-L24-2500LM-FST-MVOLT-35K-80CRI-E7W-WHFSS220L835-UNV-DIM-EMLEDSDL-2-LED-SS-WW-UE-EMLCL2-35ML-EU-ELL142-OC1-LED-2000L-DIM10-MVOLT-35K-80-O-EMG-LEDLED3500 KELVIN2000 LUMENS80 CRI-12026SURFACE/CHAIN24" LED STRIP WITH EMERGENCY BATTERY PACKF12EUREKA7470D-5LED4000 KELVIN1841 LUMENS80+ CRI-12020.8PENDANTTO BE SELECTED BY THE ARCHITECTVERIFY SPECIFICATION WITH INTERIORSF13MLAMBERTEXTERIOR STRING LIGHTSE26 BASELED LAMPS2700 KELVIN80+ CRI-120160MOUNTINGTO BE SELECTED BY THE ARCHITECTVERIFY SPECIFICATION WITH INTERIORSISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.2023PSRB21058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/31/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00E-6.1ELECTRICALSCHEDULES PANEL SCHEDULE "P1"VOLTAGE:208Y/ 120 VOLTSBUS RATING (AMPS):225REMARKS:MOUNTING:SURFACEPHASE:3MAIN LUGS ONLYENCLOSURE:NEMA 1WIRE:4MINIMUM EQUIPMENT RATING:SEE FAULT CURRENT TABLECIRCUIT BREAKERCIRCUIT NAMEFEEDERCKT. LOADLOAD/PHASE (VA)CKT. LOADFEEDERCIRCUIT NAMECIRCUIT BREAKERNo.AMPSPOLEMOD.CWIREGRDDEMANDFACTORWATTSØAØBØCWATTSDEMANDFACTORGRDWIRECMOD.POLEAMPSNo.1201-IT/FIRE RISER/EXTERIOR RCPT¾"#12#121.007201,2605401.00#12#12¾"TECHNOLOGY 111 RCPT-12023201-TESTING 109 RCPT¾"#12#121.005401,0805401.00#12#12¾"CONSULT 108 RCPT-12045201-KIDS 106 RCPT¾"#12#121.005401,6201,0801.00#12#12¾"103 & 104 RCPT-12067201-RECEPT 105 RCPT¾"#12#121.007201,6209001.00#12#12¾"ADMIN 107 RCPT-12089201-HALLWAY RCPTS¾"#12#121.001,6202,1605401.00#12#12¾"STORAGE 110-1201011201- CRAFT ZONE 115 RCPT¾"#12#121.007201,0203001.00#12#12¾"115 DISPGFCI1201213201-116 RCPTS¾"#12#121.005408403001.00#12#12¾"116 DISPGFCI1201415201-119 & 121 RCPT¾"#12#121.003601,0807201.00#12#12¾"SENSORY 120 RCPT-1201617201-128 & 130 RCPT¾"#12#121.003609005401.00#12#12¾"131 & 124 & 123 RCPT-1201819201-126 RCPT¾"#12#121.003609005401.00#12#12¾"125 RCPT-1202021201-127 & 129 RCPT¾"#12#121.001,0802,7001,6201.00#12#12¾"EVENT CNTR 136 & 138 RCPT-1202223201-FOOD PREP 139 RCPT¾"#12#121.005408403001.00#12#12¾"FOOD PREP 139 DISPGFCI1202425201GFCIFOOD PREP 139 REF¾"#12#121.008002,4201,6201.00#12#12¾"101 & 102 & 137 RCPT-1202627201-EVENT I.T. 135¾"#12#121.005409003601.00#12#12¾"RESTROOM 132 & 133 RCPT-1202829201-OUTDOOR PATIO 140 RCPT¾"#12#121.003601,4401,0801.00#12#12¾"SPEECH 226 & 228 RCPT-1203031201-SPEECH 230, 232 & 234¾"#12#121.001,6202,8801,2601.00#12#12¾"HALLWAY 235 RCPT-1203233201-SPEECH 231 & 233 RCPT¾"#12#121.009002,3401,4401.00#12#12¾"SPEECH 227 & 228 RCPT-1203435201-SPEECH 225 & 219 RCPT¾"#12#121.001,4402,8801,4401.00#12#12¾"SPEECH 217 & 215 RCPT-1203637201-LOUNGE 201 RCPT¾"#12#121.001,0802,3401,2601.00#12#12¾"EVENT FAM 202 & 204 RCPT-1203839201-218, 216 & 214 RCPT¾"#12#121.001,6202,5209001.00#12#12¾"222 & 223 RCPT-1204041201-221, 222 & 223 RCPT¾"#12#121.001,0801,4403601.00#12#12¾"RESTROOM 208 & 209 RCPT-1204243201-220, 213 & 212 RCPT¾"#12#121.001,2602,1609001.00#12#12¾"BKR 312 & IT 313 RCPT-1204445201-310 & 308 RCPT¾"#12#121.001,0802,3401,2601.00#12#12¾"306 & 305 RCPT-1204647201-OFFICE 307, 309 & 311 RCPT¾"#12#121.001,6203,0601,4401.00#12#12¾"302, 314, 304 & 316 RCPT-1204849201-323, 322 & 331 HALLWAY RCPT¾"#12#121.001,0801,6205401.00#12#12¾"317, 318 & HALLWAY RCPT-1205051201-OFFICE 330, 328 & 326 RCPT¾"#12#121.001,6202,5209001.00#12#12¾"324, 325 & HALLWAY RCPT-1205253201-107 FAX/COPY MACHINE¾"#12#121.008001,6008001.00#12#12¾"HALLWAY FAX/COPY MACHINE-1205455201-ADA DOOR OPENER LOBBY 103¾"#12#121.001,6003,2001,6001.00#12#12¾"ADA DOOR OPENER LOBBY 101-1205657201-EVENT CENTER FLOOR RCPTS¾"#12#121.001,0802,5201,4401.00#12#12¾"1ST FLOOR PAPER TOWEL DISPENSERS-1205859201-2ND FLOOR PAPER TOWEL DISPENSERS¾"#12#121.001,2602,3401,0801.00#12#12¾"3RD FLOOR PAPER TOWEL DISPENSERS-1206061201SPARE1.0001.00SPARE-1206263201-SPARE1.0001.00SPARE-1206465201-SPARE1.0001.00SPARE-1206667-SPACE1.0001.00SPACE-6869-SPACE1.0001.00SPACE-7071-SPACE1.0001.00SPACE-72NOTES :1.ALL INSULATION ON CONDUCTORS TO BE THHN UNLESS NOTED OTHERWISE.ØAØBØCTOTALSINSULATION ON ALL UNDERGROUND EXTERIOR CONDUCTORS SHALL BE THHW.19,24020,16017,14056,540CONNECTED LOAD (VA)2.LOAD DEMANDS CALCULATED AS PER SECTIONS 210 & 220 OF THE NATIONAL157CONNECTED LOAD (A)ELECTRICAL CODE.0000DEMAND FACTOR ADJUSTMENTS (VA)3.PANEL COVER SHALL BE FIELD MARKED FOR FLASH PROTECTION WITH A PERMANENT19,24020,16017,14056,540TOTAL LOAD (VA)LABEL AS REQUIRED BY THE NATIONAL ELECTRICAL CODE SECTION 110. LABEL SHALL160168143TOTAL LOAD (A)READ: "DANGER: POTENTIAL ARC FLASH HAZARD"168MAXIMUM LOAD (A)4.FIRE ALARM SYSTEMS SHALL HAVE BRANCH CIRCUITS IDENTIFIED BY RED LABELS34%36%30%PHASE BALANCESTATING “FIRE ALARM CIRCUIT” AS REQUIRED BY THE NATIONAL ELECTRICAL CODE ARTICLE 760.41B5.ABBREVIATIONS: CO-CONVENIENCE OUTLET, RR-RESTROOM, (N)ORTH, (S)OUTH, (E)AST, (W)EST.PANEL SCHEDULE "P2"VOLTAGE:208Y/ 120 VOLTSBUS RATING (AMPS):125REMARKS:MOUNTING:SURFACEPHASE:3MAIN LUGS ONLYENCLOSURE:NEMA 1WIRE:4MINIMUM EQUIPMENT RATING:SEE FAULT CURRENT TABLECIRCUIT BREAKERCIRCUIT NAMEFEEDERCKT. LOADLOAD/PHASE (VA)CKT. LOADFEEDERCIRCUIT NAMECIRCUIT BREAKERNo.AMPSPOLEMOD.CWIREGRDDEMANDFACTORWATTSØAØBØCWATTSDEMANDFACTORGRDWIRECMOD.POLEAMPSNo.1201-I.T. COMMUNICATION BOARD¾"#12#121.003609606001.00#12#12¾"FACPRED12023201-CARD ACCESS PANEL¾"#12#121.006001,2006001.00#12#12¾"NAC 2ND FLRRED12045201-MEZZANINE 212 RCPT¾"#12#121.009001,5006001.00#12#12¾"NAC 3RD FLRRED12067201-STAFF RR 210 RCPT¾"#12#121.001807806001.00#12#12¾"SPRINKLER BELLRED12089201-GYM 122 RCPT¾"#12#121.009001,9001,0001.00#12#12¾"EWC GYMGFCI1201011201GFCIDISPOSAL 120¾"#12#121.001,6562,6561,0001.00#12#12¾"EWC PTGFCI1201213201GFCIDISPOSAL 320¾"#12#121.001,6562,6561,0001.00#12#12¾"EWC LOBBY 301GFCI1201415201GFCIBKR 320 DW¾"#12#121.001,2002,2001,0001.00#12#12¾"EWC LOUNGE 201GFCI1201617201GFCISODA DISPENSER¾"#12#121.008401,8401,0001.00#12#12¾"EWC LEVEL 2 COORIDORGFCI1201819201-BKR 320 RCPT¾"#12#121.001,4402,4401,0001.00#12#12¾"EWC LOBBY 102GFCI1202021201GFCIBKR 320 REF 1¾"#12#121.001,2002,2801,0801.00#12#12¾"321, 329, 327 RCPT-1202223201GFCIBKR 320 REF 2¾"#12#121.001,2001,8006001.00#12#12¾"COPY/PRINT 329-1202425201-PANTRY/STORAGE 319 RCPT¾"#12#121.003602,0161,6561.00#12#12¾"DISPOSAL BKR 312GFCI1202627201-COPY/PRINT MILL HALLWAY 235¾"#12#121.001801,3801,2001.00#12#12¾"REF BKR 312GFCI1202829201-COPY/PRINT MILL HALLWAY 235¾"#12#121.001801,0809001.00#12#12¾"EXTERIOR RCPTS-1203031201-COPY/PRINT MILL HALLWAY 235¾"#12#121.001803301501.00#12#12¾"ADA COMM PANELRED1203233201-I.T. 313¾"#12#121.003605401801.00#12#12¾"ELEVATOR PIT RCPT-1203435201-ELEVATOR CAB LIGHTING¾"#12#121.256007001001.25#12#12¾"ELEVATOR PIT LIGHTING-1203637302GFCI116 DRYER¾"#10#101.002,5002,6801801.00#12#12¾"ELEVATOR TOP OF SHAFT RCPT-1203839-----#10-1.002,5002,6001001.25#12#12¾"ELEVATOR TOP OF SHAFT LIGHTING-1204041201-116 WASHER¾"#12#121.001,2001,8006001.00#12#12¾"FIRE/SMOKE DOORS & DAMPERSRED1204243201-SUMP PUMP SP-1¾"#12#121.001,2001,2001.00SPARE-1204445201-SPARE1.0001.00SPARE-1204647-SPACE1.0001.00SPARE-1204849-SPACE1.0001.00SPARE-1205051-SPACE1.0001.00SPACE-5253-SPACE1.0001.00SPACE-54NOTES :1.ALL INSULATION ON CONDUCTORS TO BE THHN UNLESS NOTED OTHERWISE.ØAØBØCTOTALSINSULATION ON ALL UNDERGROUND EXTERIOR CONDUCTORS SHALL BE THHW.13,06212,10011,37636,538CONNECTED LOAD (VA)2.LOAD DEMANDS CALCULATED AS PER SECTIONS 210 & 220 OF THE NATIONAL101CONNECTED LOAD (A)ELECTRICAL CODE.025175200DEMAND FACTOR ADJUSTMENTS (VA)3.PANEL COVER SHALL BE FIELD MARKED FOR FLASH PROTECTION WITH A PERMANENT13,06212,12511,55136,738TOTAL LOAD (VA)LABEL AS REQUIRED BY THE NATIONAL ELECTRICAL CODE SECTION 110. LABEL SHALL10910196TOTAL LOAD (A)READ: "DANGER: POTENTIAL ARC FLASH HAZARD"109MAXIMUM LOAD (A)4.FIRE ALARM SYSTEMS SHALL HAVE BRANCH CIRCUITS IDENTIFIED BY RED LABELS36%33%31%PHASE BALANCESTATING “FIRE ALARM CIRCUIT” AS REQUIRED BY THE NATIONAL ELECTRICAL CODE ARTICLE 760.41B5.ABBREVIATIONS: CO-CONVENIENCE OUTLET, RR-RESTROOM, (N)ORTH, (S)OUTH, (E)AST, (W)EST.SITE LIGHTING FIXTURE SCHEDULEFIXTFIXTURELAMPSPOLEREMARKS#MANUFACTURERCATALOG #VOLTS#/POLEWATTSMOUNTINGTYPEQTY/FIXT.MANUFACTURERHEIGHTCATALOG #SF1MCGRAW EDISONGALN-SA1C-740-U-5MQ120159POLELED1LITHONIAGARDCOMCGRAWSPAULDING LTGCMTUNITEDLSI25'-0"SSS 25 4CSSS-25-4-11SSS-4A25-SFXXXSSS-25-40-1-**-SCBAZA25-4-0-HS-PC-BCRPSQ-25-4-114SQBX-S7G-25-X-4BCF14ERIG-A-LITEMHDA-11-L2-4-U-EMLED4000 KELVIN11223 LUMENS82 CRI-12080MOUNTINGELEVATOR SHAFT LIGHTF15BEGA66 519LED4000 KELVIN2465 LUMENS80 CRI-12025WALLUP/DOWN WALL SCONCERemarksF16ORACLEOWP-FC-211-LED-O-EMG-LEDLED4000 KELVIN3323 LUMENS80 CRI-12021WALLEMERGENCY WALL PACKRemarksF17METALUXLITHONIALA LIGHTINGXTRALIGHTCOLUMBIAORACLE4SWLED-LD4-40SL-LW-UNV-L835-CD1-SVPD2-UWL4-40L-EZ1-LP835-NESPDT7-DIM103-WSE201-4K-4L-1DRDM-UNV-1/835LST-LED-4-02-042-X-T-X-DIM-XX-RL-U-X-W-MLDLBIL4-35ML-EDU4-OW1B-LED-4000L-DIM10-MVOLT-35K-80-MS-FM105LED3500 KELVIN4000 LUMENS80 CRI-12053SURFACEWALL48" STAIRWELL LED WITH INTEGRAL OCCUPANCYSENSORF18TRULY GREEN SOLUTIONSCPMR-0418-40-BKLED4000 KELVIN2465 LUMENS80 CRI-12025PENDANT4" PENDANTRemarksF19Q-TRANSW24/1.5-DMP-40-CON24-CON24-XXLED4000 KELVIN178 LUMENS/FT90+CRI-241.5W/FTSURFACELED STRIP LIGHT WITH EXTRUSIONEXTERIOR USEF20PACEEUDC-II-UD-900-8-16W-120-277UNVLED 4000KELVIN 2265LUMENS 80 CRI-12016SURFACELED UP/DOWN CYLINDERFINISH TO BE SELECTED BY ARCHITECTF21OXYGEN3-5012-XXLED 1500LUMENS 3000KELVIN 90 CRI-12023SURFACELED VANITY LIGHTFINISH TO BE SELECTED BY ARCHITECTF22PRUDENTIALRDP-4-LED4-LO-NU-BK-SC-UNV-STC48-BK-X3-NDLED 325LUMENS 4000KELVIN 90 CRI-1205.2PENDANTLED PENDANT LIGHT OVER RECEPTIONF23CDS LIGHTINGEXPOSE-P-BK-BK-USVE27/E26 LEDLAMP1812012PENDANTCORD AND SOCKET. DECORATIVE LAMPS TO BESELECTED BY OWNEREG1SURELITELITHONIAPROLITELSIDUAL-LITEMAXILUMESELW25XXAFN-DB-EXTDBEL-ACEM-W-SDT-CWCSN-DB-CTPGZ-HTRELM-807-BZ6W XENONINCLUDED212012SURFACEWALLEMERGENCY EGRESS LIGHTFINISH TO BE SELECTED BY ARCHITECTEM1SURELITELITHONIALIGHTOLIERLSIDUAL-LITEMAXILUMESEL17ELM2E611WLTEM-WHEZ-2ELM-LED-861INCLUDED21205.4SURFACEWALL2-HEAD EM WALL PACK (SURFACE)EX1SURELITELITHONIACHLORIDELSIDUAL-LITEMAXILUMEAPX7GLQM-S-W-3-G-EL-NER55L3WGEX-G-U-WB-WHEVEUGWEELX-603-G-WINCLUDED21201.5UNIVERSALUNIVERSAL MOUNT WITH EXTRA FACE PLATE FORFIELD CONVERSION 1-2 FACENICKEL/CADMIUM BATTERYSINGLE FACE EXITEX2SURELITESLITHONIALIGHTOLIERLSIMAXILUMELPX-70-DGWHDHLHQM-S-1-G-EL-NLC18NH71GWLPRX-G-U-WH-LD11ELX-703-G-WINCLUDED21205.4SURFACEWALL2-HEAD EM WALL PACK (SURFACE) WITH EXITLIGHTLIGHT FIXTURE SCHEDULEFIXTURENUMBERFIXTUREMANUFACTURERFIXTURECATALOG #LAMPSFIXTUREDESCRIPTIONREMARKSTYPEQTY.VOLTSWATTSMOUNTINGISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.2023PSRB21058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/31/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00E-6.2ELECTRICALSCHEDULES PANEL SCHEDULE "LP"VOLTAGE:208Y/ 120 VOLTSBUS RATING (AMPS):225REMARKS:MOUNTING:SURFACEPHASE:3MAIN LUGS ONLYENCLOSURE:NEMA 1WIRE:4MINIMUM EQUIPMENT RATING:SEE FAULT CURRENT TABLECIRCUIT BREAKERCIRCUIT NAMEFEEDERCKT. LOADLOAD/PHASE (VA)CKT. LOADFEEDERCIRCUIT NAMECIRCUIT BREAKERNo.AMPSPOLEMOD.CWIREGRDDEMANDFACTORWATTSØAØBØCWATTSDEMANDFACTORGRDWIRECMOD.POLEAMPSNo.1201-EVENT CENTER LTG¾"#12#121.251,6962,0623651.25#12#12¾"RM 137,138,139 & 140 LTG-12023201-RM 101,102,134,135 & ENTRANCE LTG¾"#12#121.251,1784,0122,8341.25#10#10¾"GYM 122 LTG-13045201-RESTROOM 131,132 & 133 LTG¾"#12#121.254681,1847161.25#12#12¾"RM 103,104 & 105 LTG-12067201-FIRST FLOOR HALLWAY LTG¾"#12#121.251,1131,9908771.25#12#12¾"RM 106,107,108,109,110,111,112,113,114 LTG-12089201-RM 115,116,117,118,119 LTG¾"#12#121.251,3382,3841,0461.25#12#12¾"RM 120,121,123,124,125,126,127,128,129 LTG-1201011201-RM 211,213, GYM & MEZZANINE LTG¾"#12#121.251,0222,7601,7381.25#12#12¾"2ND FLOOR HALLWAY & RM 220 LTG-1201213201-RM 221,222,223,224,219,225,227,217,215 LTG¾"#12#121.258151,4646501.25#12#12¾"RM 226,228,229,230,231,232,233,234 LTG-1201415201-RM 218,216,214,207,208,209,210 LTG¾"#12#121.256461,7981,1521.25#12#12¾"RM 201,202,203,204,205,206,215,315 LTG-1201617201-HALLWAY 317,316,318,301,302,314,319 LTG¾"#12#121.251,8603,1391,2801.25#12#12¾"RM 303,304,305,306,307,308,309,310,311,312 LTG-1201819301-RM 329,327,320,324,326,328,330 LTG¾"#10#101.252,0613,2791,2181.25#12#12¾"RM 312,310,308,303,311,309,307,304,305,306 LTG-1202021201-EXTERIOR BUILDING MNTD LTG¾"#12#121.251,5781,650721.25#12#12¾"EXTERIOR BENCH LIGHTING-1202223201-PARKING LOT POLE LTG¾"#12#121.252952951.25SPACE-2425-SPACE1.2501.25SPACE-2627-SPACE1.2501.25SPACE-2829-SPACE1.2501.25SPACE-3031-SPACE1.2501.25SPACE-3233-SPACE1.2501.25SPACE-3435-SPACE1.2501.25SPACE-3637-SPACE1.2501.25SPACE-3839-SPACE1.2501.25SPACE-4041-SPACE1.2501.25SPACE-42NOTES :1.ALL INSULATION ON CONDUCTORS TO BE THHN UNLESS NOTED OTHERWISE.ØAØBØCTOTALSINSULATION ON ALL UNDERGROUND EXTERIOR CONDUCTORS SHALL BE THHW.8,7959,8437,37826,016CONNECTED LOAD (VA)2.LOAD DEMANDS CALCULATED AS PER SECTIONS 210 & 220 OF THE NATIONAL72CONNECTED LOAD (A)ELECTRICAL CODE.2,1992,4611,8456,504DEMAND FACTOR ADJUSTMENTS (VA)3.PANEL COVER SHALL BE FIELD MARKED FOR FLASH PROTECTION WITH A PERMANENT10,99412,3049,22332,520TOTAL LOAD (VA)LABEL AS REQUIRED BY THE NATIONAL ELECTRICAL CODE SECTION 110. LABEL SHALL9210277TOTAL LOAD (A)READ: "DANGER: POTENTIAL ARC FLASH HAZARD"102MAXIMUM LOAD (A)4.FIRE ALARM SYSTEMS SHALL HAVE BRANCH CIRCUITS IDENTIFIED BY RED LABELS34%38%28%PHASE BALANCESTATING “FIRE ALARM CIRCUIT” AS REQUIRED BY THE NATIONAL ELECTRICAL CODE ARTICLE 760.41B5.ABBREVIATIONS: CO-CONVENIENCE OUTLET, RR-RESTROOM, (N)ORTH, (S)OUTH, (E)AST, (W)EST.PANEL SCHEDULE "KP"VOLTAGE:208Y/ 120 VOLTSBUS RATING (AMPS):100REMARKS:MOUNTING:FLUSHPHASE:3MAIN LUGS ONLYENCLOSURE:NEMA 1WIRE:4MINIMUM EQUIPMENT RATING:SEE FAULT CURRENT TABLECIRCUIT BREAKERCIRCUIT NAMEFEEDERCKT. LOADLOAD/PHASE (VA)CKT. LOADFEEDERCIRCUIT NAMECIRCUIT BREAKERNo.AMPSPOLEMOD.CWIREGRDDEMANDFACTORWATTSØAØBØCWATTSDEMANDFACTORGRDWIRECMOD.POLEAMPSNo.1201GFCIFRIDGE¾"#12#121.008001,6008001.00#12#12¾"FRIDGEGFCI12023402GFCIDOUBLE OVEN¾"#8#101.003,1443,8947501.00#12#12¾"DISPOSALGFCI12045-----#8-1.003,1444,5441,4001.00#12#12¾"RANGEGFCI22067502GFCIRANGE¾"#8#101.004,0005,4001,4001.00-#12-----89-----#8-1.004,0004,7207201.00#12#12¾"COUNTER RCPTGFCI1201011201GFCICOUNTER RCPT¾"#12#121.007201,4707501.00#12#12¾"DISPOSALGFCI120121320-SPARE1.007207201.00#12#12¾"COUNTER RCPTGFCI1201415201-SPARE1.007207201.00#12#12¾"COUNTER RCPTGFCI1201617201-SPARE1.0001.00SPARE-1201819201-SPARE1.0001.00SPARE-1202021201-SPARE1.0001.00SPARE-1202223-SPACE1.0001.00SPACE-2425-SPACE1.0001.00SPACE-2627-SPACE1.0001.00SPACE-2829-SPACE1.0001.00SPACE-3031-SPACE1.0001.00SPACE-3233-SPACE1.0001.00SPACE-3435-SPACE1.0001.00SPACE-3637-SPACE1.0001.00SPACE-3839-SPACE1.0001.00SPACE-4041-SPACE1.0001.00SPACE-42NOTES :1.ALL INSULATION ON CONDUCTORS TO BE THHN UNLESS NOTED OTHERWISE.ØAØBØCTOTALSINSULATION ON ALL UNDERGROUND EXTERIOR CONDUCTORS SHALL BE THHW.7,7209,3346,01423,068CONNECTED LOAD (VA)2.LOAD DEMANDS CALCULATED AS PER SECTIONS 210 & 220 OF THE NATIONAL64CONNECTED LOAD (A)ELECTRICAL CODE.0000DEMAND FACTOR ADJUSTMENTS (VA)3.PANEL COVER SHALL BE FIELD MARKED FOR FLASH PROTECTION WITH A PERMANENT7,7209,3346,01423,068TOTAL LOAD (VA)LABEL AS REQUIRED BY THE NATIONAL ELECTRICAL CODE SECTION 110. LABEL SHALL647850TOTAL LOAD (A)READ: "DANGER: POTENTIAL ARC FLASH HAZARD"78MAXIMUM LOAD (A)4.FIRE ALARM SYSTEMS SHALL HAVE BRANCH CIRCUITS IDENTIFIED BY RED LABELS33%40%26%PHASE BALANCESTATING “FIRE ALARM CIRCUIT” AS REQUIRED BY THE NATIONAL ELECTRICAL CODE ARTICLE 760.41B5.ABBREVIATIONS: CO-CONVENIENCE OUTLET, RR-RESTROOM, (N)ORTH, (S)OUTH, (E)AST, (W)EST.PANEL SCHEDULE "MP"VOLTAGE:208Y/ 120 VOLTSBUS RATING (AMPS):600REMARKS:MOUNTING:SURFACEPHASE:3MAIN LUGS ONLYENCLOSURE:NEMA 1WIRE:4MINIMUM EQUIPMENT RATING:SEE FAULT CURRENT TABLECIRCUIT BREAKERCIRCUIT NAMEFEEDERCKT. LOADLOAD/PHASE (VA)CKT. LOADFEEDERCIRCUIT NAMECIRCUIT BREAKERNo.AMPSPOLEMOD.CWIREGRDDEMANDFACTORWATTSØAØBØCWATTSDEMANDFACTORGRDWIRECMOD.POLEAMPSNo.11003-ERV-11¼"#3#81.008,94713,3304,3831.00#10#8¾"ODU-1-34023-----#3-1.008,94713,3304,3831.00-#8-----45-----#3-1.008,94713,3304,3831.00-#8-----67202-SCU-1¾"#12#121.001,3735,7564,3831.00#10#8¾"ODU-2-34089-----#12-1.001,3735,7564,3831.00-#8-----1011202-SCU-1¾"#12#121.001,3735,7564,3831.00-#8-----1213-----#12-1.001,3735,7564,3831.00#10#8¾"ODU-3-3401415201-EQUIPMENT RCPT ROOF¾"#12#121.003604,7434,3831.00-#8-----1617201GFEPHEAT TRACE ROOF DRAINS¾"#12#121.001,0005,3834,3831.00-#8-----1819201GFEPHEAT TRACE ROOF DRAINS¾"#12#121.001,0004,8433,8431.00#10#8¾"RTU-5 EVENT CENTER-3502021202-EWH-1 ROOF STAIR¾"#12#121.007494,5923,8431.00-#8-----2223-----#12-1.007494,5923,8431.00-#8-----2425202-EWH-1 STAIR 315¾"#12#121.007494,5923,8431.00#10#8¾"RTU-5 EVENT CENTER-3502627-----#12-1.007494,5923,8431.00-#8-----2829202-EWH-1 STAIR 206¾"#12#121.007494,5923,8431.00-#8-----3031-----#12-1.007494,5923,8431.00#10#8¾"RTU-5 GYM-3503233202-EWH-1 STAIR 332¾"#12#121.007494,5923,8431.00-#8-----3435-----#12-1.007494,5923,8431.00-#8-----3637202-EWH-1 STAIR 224¾"#12#121.007494,5923,8431.00#10#8¾"RTU-5 GYM-3503839-----#12-1.007494,5923,8431.00-#8-----4041202-EWH-1 STAIR 114¾"#12#121.007494,5923,8431.00-#8-----4243-----#12-1.007491,1093601.00#12#12¾"WH-1 & CP-1 LEVEL 1-1204445202-SCU-1¾"#12#121.001,3731,7333601.00#12#12¾"WH-2 & CP-1 LEVEL 2-1204647-----#12-1.001,3731,7333601.00#12#12¾"WH-2 & CP-1 LEVEL 3-1204849202-EWH-1 FIRE RISER 112¾"#12#121.007499492001.00#12#12¾"UNIT HEATERS UH-1-1205051-----#12-1.007491,3496001.00#12#12¾"FIRE PLACE LOUNGE 201-1205253202-EWH-2 RECPT 105¾"#12#121.005621,1445821.00#12#12¾"BS-2,FC-1.3,FC-2,FC-1-2155455-----#12-1.005621,1445821.00-#12-----5657202-EWH-1 VESTIBULE 103¾"#12#121.007491,8201,0711.00#12#12¾"FC-1.3,(2)FC-2.5,FC-4-2155859-----#12-1.007491,8201,0711.00-#12-----6061202-EWH-1 VESTIBULE 101¾"#12#121.007491,4987491.00#12#12¾"BS-1,FC-1.3,FC-1.5,FC-4-2156263-----#12-1.007491,4987491.00-#12-----6465201GFEPHEAT TRACE ROOF DRAINS¾"#12#121.001,0001,4994991.00#12#12¾"FC-2,FC-.08,FC-.06-2156667201GFEPHEAT TRACE ROOF DRAINS¾"#12#121.001,0001,4994991.00-#12-----6869201GFEPHEAT TRACE ROOF DRAINS¾"#12#121.005001,1766761.00#12#12¾"BS-3,FC-2,FC-0.8,FC-3,FC-1.5-2157071-SPACE1.006766761.00-#12-----7273-SPACE1.007597591.00#12#12¾"FC-0.6,FC-4,FC-2,FC-3-2157475-SPACE1.007597591.00-#12-----7677-SPACE1.0001.00SPACE-7879-SPACE1.0001.00SPACE-8081-SPACE1.0001.00SPACE-8283-SPACE1.0001.00SPACE-84NOTES :1.ALL INSULATION ON CONDUCTORS TO BE THHN UNLESS NOTED OTHERWISE.ØAØBØCTOTALSINSULATION ON ALL UNDERGROUND EXTERIOR CONDUCTORS SHALL BE THHW.50,41750,53049,708150,655CONNECTED LOAD (VA)2.LOAD DEMANDS CALCULATED AS PER SECTIONS 210 & 220 OF THE NATIONAL418CONNECTED LOAD (A)ELECTRICAL CODE.0000DEMAND FACTOR ADJUSTMENTS (VA)3.PANEL COVER SHALL BE FIELD MARKED FOR FLASH PROTECTION WITH A PERMANENT50,41750,53049,708150,655TOTAL LOAD (VA)LABEL AS REQUIRED BY THE NATIONAL ELECTRICAL CODE SECTION 110. LABEL SHALL420421414TOTAL LOAD (A)READ: "DANGER: POTENTIAL ARC FLASH HAZARD"421MAXIMUM LOAD (A)4.FIRE ALARM SYSTEMS SHALL HAVE BRANCH CIRCUITS IDENTIFIED BY RED LABELS33%34%33%PHASE BALANCESTATING “FIRE ALARM CIRCUIT” AS REQUIRED BY THE NATIONAL ELECTRICAL CODE ARTICLE 760.41B5.ABBREVIATIONS: CO-CONVENIENCE OUTLET, RR-RESTROOM, (N)ORTH, (S)OUTH, (E)AST, (W)EST.LOAD CALCULATIONSGROSS BUILDING AREA:37,040SQ. FTBUILDING VOLTAGE:208VOLTSPHASE3PHASEOCCUPANCY TYPE:BUSINESSGENERAL LOADS:LIGHTING LOAD W/ 125% DEMAND: 33,520VARECEPTACLE LOAD: 85,898VAFIRST 10,000 VA @ 100% 10,000VAREMAINDER @50% 37,949VAADJUSTED RECEPTACLE TOTAL LOAD: 47,949VASMALL APPLIANCE LOAD: 6,200VAKITCHEN EQUIPMENT 18,688VAMISC: 4,950VATOTAL LOAD: 29,838VAHVAC LOADS:COOLING/HEATING 130,364VARESISTANCE HEATING: 19,902VAEXHAUST: -VAWATER HEATING: 240VATOTAL: 150,505VAEQUIPMENT LOADS:MACHINERY: -VAELEVATOR: 22,517VAPUMPS: -VAWELDERS: -VAAIR COMPRESSORS: 26,840VAMOTORS -VANET COMPUTED LOAD 311,169VANET COMPUTED LOAD (VA ¸ VOLTS ):864AMPSFAULT CURRENT CALCULATION TABLEMAIN UTILITY COMPANY TRANSFORMERTRANSFORMERKVAAFC ATUTILITY%Z3Ø 120/208V -1200A PAD MOUNTED50065,000 A1.24%CONFIGURATIONFEEDERSYSTEMFAULTCURRENT ATEQUIPMENTFULLORSERIESRATEDMINIMUMSYMMETRICALEQUIPMENTAIC RATINGFROMTOLENGTHSOURCEFAULTCURRENTFEEDERSIZEFEEDERS PERPHASEWIRECONSTANTLINE TOLINE VOLTSXFMRSECONDARY VOLTSPHASEKVA%ZMOTORLOADTRANSFORMERUTILITYSWITCHBOARDSES40'-0''65,000 AIC300 AL414,922208 V3Ø-47,698 AICFULL65,000 AICSWITCHBOARDSESPANELBOARDLP80'-0''47,698 AIC1 AL14,678208 V3Ø-6,121 AICFULL10,000 AICSWITCHBOARDSESPANELBOARDP180'-0''47,698 AIC250 AL112,862208 V3Ø-13,744 AICFULL22,000 AICSWITCHBOARDSESPANELBOARDP280'-0''47,698 AIC3/0 AL19,110208 V3Ø-10,628 AICFULL22,000 AICSWITCHBOARDSESPANELBOARDKP70'-0''47,698 AIC1 AL14,678208 V3Ø-6,870 AICFULL10,000 AICSWITCHBOARDSESPANELBOARDMP120'-0''47,698 AIC350 AL216,812208 V3Ø-19,730 AICFULL22,000 AICSWITCHBOARDSESELEVATORDISC115'-0''47,698 AIC3 CU14,802208 V3Ø-4,537 AICFULL10,000 AICISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.2023PSRB21058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/31/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00E-6.3ELECTRICALSCHEDULES ELECTRICAL SPECIFICATIONSGENERAL PROVISIONA.REFERENCE1.THE GENERAL CONDITIONS AND OTHER CONTRACT DRAWINGS AS SET FORTH IN THE FOREGOING PAGESARE HEREBY INCORPORATED INTO AND BECOME A PART OF THE SPECIFICATIONS FOR WORK UNDER THISTITLE, INSOFAR AS THEY APPLY HERETO.2.ALL SPECIFICATIONS UNDER THIS DIVISION TITLE ARE DIRECTED TO AND ARE THE RESPONSIBILITY OF THEELECTRICAL CONTRACTOR, UNLESS OTHER TRADES OR PERSONS ARE SPECIFICALLY MENTIONED,“ELECTRICAL CONTRACTOR” IS INFERRED AND INTENDED.B.CONTRACT DRAWINGS1.THE DRAWINGS ACCOMPANYING THESE SPECIFICATIONS ARE COMPLEMENTARY EACH TO THE OTHER ANDWHAT IS CALLED FOR BY ONE SHALL BE AS IF CALLED FOR BY BOTH.2.CONSULT ALL CONTRACT DRAWINGS WHICH MAY AFFECT THE LOCATION OF EQUIPMENT, CONDUIT ANDWIRING AND MAKE MINOR ADJUSTMENTS IN LOCATION TO SECURE COORDINATION.3.WIRING LAYOUT IS SCHEMATIC AND EXACT LOCATIONS SHALL BE DETERMINED BY FIELD CONDITIONS.4.OTHER THAN MINOR ADJUSTMENTS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FORAPPROVAL BEFORE PROCEEDING WITH THE WORK.C.JOB-SITE COPY OF DOCUMENTS1.MAINTAIN AT THE SITE, ONE COPY OF ALL DRAWINGS, SPECIFICATIONS, ADDENDA APPROVED SHOPDRAWINGS, CHANGE ORDERS AND OTHER MODIFICATIONS, IN GOOD ORDER AND MARKED TO RECORD ALLCHANGES MADE DURING CONSTRUCTION. THESE SHALL BE AVAILABLE TO THE OWNER'S REPRESENTATIVE.THE DRAWINGS MARKED TO RECORD ALL CHANGES MADE DURING CONSTRUCTION SHALL BE DELIVERED TOTHE OWNER'S REPRESENTATIVE FOR THE OWNER UPON COMPLETION OF THE WORK. AN ADDITIONAL SET OFDRAWINGS WILL BE FURNISHED BY THE OWNER'S REPRESENTATIVE FOR THIS PURPOSE UPON REQUEST.D.MANUFACTURER'S DRAWINGS1.THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT FOR REVIEW. (6) COPIES OF MANUFACTURER'SDRAWINGS AND WIRING DIAGRAMS. THE ENGINEER WILL REVIEW CONTRACTOR'S SHOP DRAWINGS ANDRELATED SUBMITTALS (AS INDICATED BELOW) WITH RESPECT TO THE ABILITY OF THE DETAILED WORK, WHENCOMPLETE, TO BE A PROPERLY FUNCTIONING INTEGRAL ELEMENT OF THE OVERALL SYSTEM DESIGNED BYTHE ENGINEER. BEFORE SUBMITTING A SHOP DRAWING OR ANY RELATED MATERIAL TO THE ENGINEER,CONTRACTOR SHALL: REVIEW EACH SUCH SUBMISSION FOR CONFORMANCE WITH THE MEANS, METHODS,TECHNIQUES, SEQUENCES,AND OPERATIONS OF CONSTRUCTION, AND SAFETY PRECAUTIONS ANDPROGRAMS INCIDENTAL THERETO, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF CONTRACTOR:APPROVE EACH SUCH SUBMISSION BEFORE SUBMITTING IT; AND SO STAMP EACH SUCH SUBMISSION BEFORESUBMITTING IT. THE ENGINEER SHALL ASSUME THAT NO SHOP DRAWING OR RELATED SUBMITTALCOMPRISES A VARIATION UNLESS CONTRACTOR ADVISES ENGINEER OTHERWISE VIA A WRITTENINSTRUMENT WHICH IS ACKNOWLEDGED BY ENGINEER IN WRITING. THE ITEMS, TYPES OF SUBMITTALS ANDRELATED MATERIAL (IF ANY) CALLED FOR ARE INDICATED BELOW:ITEMSTYPE SUBMITTALS REQUESTEDLIGHTING AND POWER PANELSSHOP DRAWINGSLIGHTING FIXTURESCATALOG CUTSE.GUARANTEES1.THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEFECTS, REPAIRS AND REPLACEMENTS INMATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF SUBSTANTIAL COMPLETIONAS DETERMINED BY THE OWNER'S REPRESENTATIVE. PRODUCT GUARANTEES GREATER THAN ONE (1) YEARSHALL BE PASSED ALONG TO THE OWNER FOR FULL BENEFIT OF THE MANUFACTURER'S WARRANTY.WORK INCLUDEDA.INSTALLATION, MATERIALS, AND WORKMANSHIP1.FURNISH AND INSTALL ALL NECESSARY ANCHORS, SUPPORTS, STRAPS, BOXES, FITTINGS AND OTHERSIMILAR APPURTENANCES NOT INDICATED ON THE DRAWINGS BUT WHICH ARE REQUIRED FOR A COMPLETEAND PROPERLY INSTALLED SYSTEM CONSISTENT WITH THE ARCHITECTURAL TREATMENT OF THE BUILDING.2.THE ELECTRICAL CONTRACTOR, INSOFAR AS THE WORK IS CONCERNED, SHALL AT ALL TIMES KEEP THEPREMISES IN A NEAT AND ORDERLY CONDITION. AND AT THE COMPLETION OF THE WORK, SHALL PROPERLYCLEAN UP AND CART AWAY DEBRIS AND EXCESS MATERIALS. ELECTRICAL CONTRACTOR SHALL BERESPONSIBLE FOR THE COST OF DUMPSTER & REFUSED DISPOSAL AS REQUIRED FOR ELECTRICAL WORK.3.ALL MATERIALS SHALL BE NEW AND UNDETERIORATED AND OF A QUALITY NOT LESS THAN THE MINIMUMSPECIFIED.B.COORDINATION OF PLANS AND SPECIFICATIONS1.CONTACT THE OWNER'S REPRESENTATIVE IMMEDIATELY IF THERE IS ANY QUESTIONS REGARDING THEMEANING OR INTENT OF EITHER PLANS OR SPECIFICATIONS, OR UPON NOTICING ANY DISCREPANCIES OROMISSIONS IN EITHER PLANS OR SPECIFICATIONS.C.CUTTING AND PATCHING1.ALL ELECTRICAL EQUIPMENT SHALL BE KEPT DRY AND CLEAN DURING THE CONSTRUCTION PERIOD.INTERIOR OF ALL ENCLOSURES SHALL BE CLEANED OF DIRT AND DEBRIS BEFORE INSTALLING TRIM ORCOVERS.2.ALL FINISHED SURFACES OF EQUIPMENT FURNISHED UNDER THIS CONTRACT SHALL BE THOROUGHLYCLEANED OF DIRT AND ALL SCRATCHED OR DAMAGED SURFACES SHALL BE TOUCHED UP WITH MATCHINGMATERIALS BEFORE FINAL ACCEPTANCE OF THE WORK.3.WHEN ALL WORK IS COMPLETED AND ALL WORK HAS BEEN SATISFACTORILY TESTED AND ACCEPTED BY THEOWNER'S REPRESENTATIVE, ALL CONDUIT AND OTHER EXPOSED SURFACES SHALL BE THOROUGHLYCLEANED.CODES AND FEESA.CODES:1.ALL WORK PERFORMED UNDER THIS SPECIFICATION SHALL BE DONE IN ACCORDANCE WITH THE LATESTEDITION OF THE NATIONAL ELECTRICAL CODE AS PREPARED AND PUBLISHED BY THE NATIONAL FIREPROTECTION ASSOCIATION AND ANY APPLICABLE STATE OR LOCAL CODES.B.FEES:1.OBTAIN AND PAY FOR ANY AND ALL PERMITS REQUIRED BY ALL LAWS AND REGULATIONS AND PUBLICAUTHORITY HAVING SUCH JURISDICTION.TESTS AND INSPECTIONSA.OBTAIN ALL INSPECTIONS REQUIRED BY ALL LAWS, ORDINANCES, RULES, REGULATIONS OR PUBLIC AUTHORITYHAVING JURISDICTION AND OBTAIN CERTIFICATES OF SUCH INSPECTIONS AND SUBMIT SAME TO THE OWNER'SREPRESENTATIVE. PAY ALL FEES, CHARGES AND OTHER EXPENSES IN CONNECTION THEREIN. OBTAINOCCUPANCY PERMIT AS REQUIRED BY OWNER. FINAL PAYMENT SHALL NOT BE MADE UNTIL OCCUPANCY PERMITIS OBTAINED.B.WORK SHALL BE UNACCEPTABLE WHEN FOUND TO BE DEFECTIVE OR CONTRARY TO THE PLANS SPECIFICATIONS,CODES SPECIFIED OR ACCEPTED STANDARDS OF GOOD WORKMANSHIP.C.THE CONTRACTOR SHALL PROMPTLY CORRECT ALL WORK FOUND UNACCEPTABLE BY THE OWNER'SREPRESENTATIVE WHETHER OBSERVED BEFORE OR AFTER SUBSTANTIAL COMPLETION AND WHETHER OR NOTFABRICATED, INSTALLED OR COMPLETED. THE CONTRACTOR SHALL BEAR ALL COSTS OF CORRECTING SUCHUNACCEPTABLE WORK, INCLUDING COMPENSATION FOR THE OWNERS REPRESENTATIVE ADDITIONAL SERVICESMADE NECESSARY THEREBY.CONDUITA.FURNISH AND INSTALL ALL CONDUITS, BOXES, FITTINGS, ETC., FOR A COMPLETE RACEWAY SYSTEM.B.ALL WIRING SHALL BE RUN IN EMT CONDUIT OR MC CABLE WITH GROUND CONDUCTOR UNLESS OTHERWISENOTED.C.ALL CONDUIT SIZES STATED HEREIN OR MARKED ON THE DRAWINGS ARE MINIMUM SIZE AND SHALL BE NO LESSTHAN 12" UNLESS OTHERWISE NOTED.D.ALL CONDUIT SHALL BE SUBSTANTIALLY SUPPORTED BY PIPE STRAPS OR SUITABLE CLAMPS OR HANGERSATTACHED TO THE ELEMENTS OF THE BUILDING STRUCTURE TO PROVIDE RIGID INSTALLATION; IN NO CASE SHALLCONDUIT BE ATTACHED OR SUPPORTED FROM ADJOINING PIPE OR INSTALLED IN SUCH A MANNER AS TOPREVENT THE READY REMOVAL OF OTHER PIPE FOR REPAIRS.WIRE AND CABLEA.ALL CONDUCTORS SHALL BE COPPER AND OF THE AWG SIZE AND TYPE SHOWN ON THE DRAWINGS. WHERE NOSIZE OR TYPE IS SHOWN. CONDUCTORS SHALL NOT BE LESS THAN #12 TYPE XHHW, THHN, OR THWN.CONDUCTORS #8 AWG AND LARGER SHALL BE STRANDED COPPER AND HAVE 600 VOLT INSULATION; BE ULLABELED AND OF AMERICAN MANUFACTURER.B.ALL BRANCH CIRCUITS IN OFFICE AND COMMON AREAS SHALL BE MC CABLE. USE MEDICAL GRADE MC CABLE INPATIENT CARE AREA..C.ALL CONNECTIONS ARE TO BE MADE USING PRESSURE TYPE TERMINALS.D.THE FOLLOWING COLOR CODE SHALL BE USED:120/240 VOLT120/208 VOLT277/480 VOLTPHASE ABLACKBLACKBROWNPHASE BREDREDORANGEPHASE CBLUEYELLOWNEUTRALWHITEWHITEWHITEGROUNDGREENGREENGREENE.CONDUCTORS NO. 10 AWG OR SMALLER SHALL HAVE INSULATION COLORED AS NOTED ABOVE.F.CONDUCTORS NO. 8 AWG OR LARGER SHALL HAVE INSULATION COLORED AS NOTED ABOVE OR COLORED TAPE,MINIMUM SIZE 12'', WRAPPED TWICE AROUND AT THE FOLLOWING POINTS:1.AT EACH TERMINAL.2.AT EACH CONDUIT ENTRANCE.3.AT INTERVALS NOT MORE THAN 12 INCHES APART IN ALL BOXES, PANEL TUBS, SWITCHBOARDS, ETC.G.ALL BRANCH CIRCUITS SHALL BE MARKED IN THE PANEL BOARD GUTTERS. MARKERS SHALL INDICATECORRESPONDING BRANCH--CIRCUIT NUMBERS.H.EACH BRANCH CIRCUIT REQUIRING A NEUTRAL SHALL BE FURNISHED WITH A SEPARATE INDIVIDUAL NEUTRALCONDUCTOR.BOXES AND PLATESA.FURNISH AND INSTALL ALL OUTLET, JUNCTION, AND PULL BOXES AS INDICATED ON THE DRAWINGS AND ASNECESSARY TO INSTALL THE REQUIRED CONDUIT AND WIRING IN A NEAT AND WORKMANLIKE MANNER.B.PULL BOXES AND JUNCTION BOXES SHALL BE GALVANIZED AND OF THE CORRECT SIZE AND GAUGE, SIZED INACCORDANCE WITH CODE REQUIREMENTS AND SHALL BE U.L. LABELED.C.BOXES AT EXTERIOR AREAS TO BE WATERTIGHT AND DUST-TIGHT WITH CASKETED COVERS.D.ALL BOXES FOR EXPOSED WORK IN FINISHED SPACES SHALL BE ''FS'' TYPE WITH THREADED HUBS WITH RIGIDCONDUIT RISER (DEEP WIRE MOLD BOXES).E.ALL BOXES SHALL BE RIGIDLY SUPPORTED INDEPENDENT OF THE CONDUIT SYSTEM. BOXES CAST INTO MASONRYOR CONCRETE ARE CONSIDERED TO BE RIGIDLY SUPPORTED.F.FLOOR BOXES:1.DESCRIPTION: FLOOR BOXES COMPATIBLE WITH FLOOR BOX SERVICE FITTINGS PROVIDED IN ACCORDANCEWITH THE WIRING DEVICES SECTION OF THIS SPECIFICATION; WITH PARTITIONS TO SEPARATE MULTIPLESERVICES; FURNISHED WITH ALL COMPONENTS, ADAPTERS, AND TRIMS REQUIRED FOR COMPLETEINSTALLATION.2.USE CAST IRON OR NONMETALLIC FLOOR BOXES WITHIN SLAB ON GRADE.3.USE SHEET-STEEL, CAST IRON, OR NONMETALLIC FLOOR BOXES WITHIN SLAB ABOVE GRADE.4.METALLIC FLOOR BOXES: FULLY ADJUSTABLE (WITH INTEGRAL MEANS FOR LEVELING ADJUSTMENT PRIOR TOAND AFTER CONCRETE POUR).5.MANUFACTURER: SAME AS MANUFACTURER OF FLOOR BOX SERVICE FITTINGS.G.UNDERGROUND BOXES/ENCLOSURES:1.DESCRIPTION: IN-GROUND, OPEN BOTTOM BOXES FURNISHED WITH FLUSH, NON-SKID COVERS WITH LEGENDINDICATING TYPE OF SERVICE AND STAINLESS STEEL TAMPER RESISTANT COVER BOLTS.2.SIZE: AS INDICATED ON DRAWINGS.3.DEPTH: AS REQUIRED TO EXTEND BELOW FROST LINE TO PREVENT FROST UPHEAVAL, BUT NOT LESS THAN12 INCHES.4.APPLICATIONS:a.SIDEWALKS AND LANDSCAPED AREAS SUBJECT ONLY TO OCCASIONAL NONDELIBERATE VEHICULARTRAFFIC: USE POLYMER CONCRETE OR COMPOSITE ENCLOSURE WITH MINIMUM SCTE 77, TIER 8 LOADRATING.b.PARKING LOTS, IN AREAS SUBJECT ONLY TO OCCASIONAL NONDELIBERATE VEHICULAR TRAFFIC: USEPOLYMER CONCRETE OR COMPOSITE ENCLOSURE WITH MINIMUM SCTE 77, TIER 15 LOAD RATING.c.DO NOT USE POLYMER CONCRETE ENCLOSURES IN AREAS SUBJECT TO DELIBERATE VEHICULARTRAFFIC.H.COMPOSITE UNDERGROUND BOXES/ENCLOSURES: COMPLY WITH SCTE 77.WIRING DEVICESA.WIRING DEVICES SHALL BE SIMILAR TO THOSE LISTED BELOW AND OF SPECIFIED AMPERAGE. OTHER SPECIALPURPOSE DEVICES SHALL BE AS SPECIFIED ON THE DRAWINGS.B.DUPLEX GROUNDING TYPE RECEPTACLE - 20 AMP, 125 VOLT1.HUBBELL 53522.ARROW HART 5352C.SINGLE POLE SWITCHES - 20 AMP, 120 VOLTD.WEATHERPROOF RECEPTACLES - 20 AMP, 125 VOLT - NEMA 5-20R1.HUBBELL 5352 WITH 5205 COVER INTERMATIC GUARDIAN2.I SERIES, NEMA 3R COVER3.ARROW HART 5352 WITH 4500 COVERE.G.F.C.I. RECEPTACLE - 20 AMP, 125 VOLT - NEMA 5-20 R1.HUBBELL GF 5262 WITH MATCHING NYLON COVER PLATE OR WO-26 W.P. COVERF.GROUND ALL RECEPTACLES IN ACCORDANCE WITH ARTICLE 250.146 OF NEC AND AS INDICATED IN THEGROUNDING SECTION OF THIS SPECIFICATION.IDENTIFICATIONA.EACH PIECE OF SERVICE EQUIPMENT AND INDIVIDUAL SWITCHES, ALL DISCONNECTS, STARTERS, ALL EXHAUSTFAN MANUAL STARTING SWITCHES.B.IDENTIFICATION SHALL BE IN THE FORM OF LAMINATED PLASTIC NAMEPLATES, BLACK RACE, WITH THE LETTERSENGRAVED INTO THE WHITE BACKGROUND, MINIMUM ¼'' HIGH. PLATES SHALL BE DRILLED ON EACH END FORSHEET METAL SCREW ATTACHMENT. NO “DYMO” OR SIMILAR TYPE LABELS WILL BE ALLOWED.C.PANEL BOARD DIRECTORY: A TYPED CIRCUIT DIRECTORY SHALL BE PROVIDED INDICATING LOCAL AREA SERVEDAND LOCATION FOR EACH BRANCH CIRCUIT.GROUNDINGA.ALL FEEDERS AND BRANCH CIRCUITS OVER 100 VOLTS SHALL INCLUDE A GROUNDING CONDUCTOR SIZED INACCORDANCE WITH NEC TABLE 250-122, EXCEPT NOT BE SMALLER THAN #12 FOR POWER AND LIGHTING CIRCUITSAND #14 FOR CONTROL CIRCUITS. ALL GROUND CONDUCTORS SHALL BE GREEN, OR AS SPECIFIED UNDER THEWIRE AND CABLE SECTION OF THIS SPECIFICATION.B.ALL GROUND CLAMPS SHALL BE PENN-UNION “GPL” TYPE OR SIMILAR BY O.Z. OR BURNDY.C.CONDUIT FOR SOLITARY GROUND CONDUCTORS SHALL BE RIGID SCHEDULE 40 PVC NON- METALLIC ELECTRICALCONDUIT WITH U.L. LABEL SOLITARY GROUND CONDUCTORS SHALL NOT BE PLACED THROUGH METALLICSLEEVES OR CONDUITS AND SHALL NOT BE COMPLETELY ENCIRCLED BY METALLIC HANGERS OR SUPPORTS.D.THE GROUND CONDUCTOR SHALL BE CONNECTED TO THE NEUTRAL IN ONLY TWO LOCATIONS -ON THE SUPPLYSIDE OF THE SERVICE DISCONNECT MEANS PER NEC--250--24 AND ON SEPARATELY DERIVED SYSTEMS PER NEC250-30.E.AT EACH RECEPTACLE BOX, THE GROUND CONDUCTOR SHALL ENTER AND CONNECT, WITH NORMAL WIRINGCONNECTOR, TO: 1) THE GROUND PIGTAIL TO RECEPTACLE: 2) THE GROUND PIGTAIL TO THE BOX GROUNDSCREW; AND 3) THE OUTGOING GROUND CONDUCTOR TO NEXT DEVICE, IF NOT AT END OF RUN. METAL TO METALCONTACT BETWEEN THE DEVICE YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE AS A BOND FOR EITHERSURFACE. MOUNTED BOXES OR FLUSH TYPE BOXES.F.CONDUIT SYSTEM SHALL BE ELECTRICALLY CONTINUOUS. ALL LOCK NUTS SHALL CUT THROUGH ENAMELED ORPAINTED SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND NON-CURRENT CARRYING METALS AREISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITH APPROVED CLAMPS. WHERE REDUCINGWASHERS ARE USED AND WHERE CONCENTRIC OR ECCENTRIC KNOCKOUTS ARE NOT COMPLETELY REMOVEDBONDING BUSHINGS SHALL BE REQUIRED.POWER AND LIGHTING PANELSA.FURNISH AND INSTALL, AS SCHEDULED AND SHOWN ON THE DRAWINGS, POWER PANELS FOR OPERATION ONVOLTAGES INDICATED.B.ALL TERMINATIONS SHALL BE MARKED “75°C ONLY”, “60/75° C” OR LISTED FOR USE OF 75° C INSULATEDCONDUCTORS AT FULL 75° C AMPACITY.C.ALL BUS BARS SHALL BE SILVER OR TIN PLATED COPPER.D.CABINETS SHALL BE OF COMMERCIAL GALVANIZED SHEET STEEL, CODE GAUGE AND SIZE, SURFACE ORRECESSED MOUNTED AS CALLED FOR IN THE DRAWINGS.E.NEUTRAL ASSEMBLY SHALL HAVE INDIVIDUAL ANTI-TURN SOLDERLESS TERMINALS, SIMILAR TO SQUARE D TYPEPK, FOR CONNECTION OF ULTIMATE NUMBER OF NEUTRAL WIRES. SHEET METAL TERMINAL STRIPS ANDCONNECTIONS WILL BE REJECTED.F.PANEL SHALL HAVE A COPPER GROUND BAR SIMILAR TO NEUTRAL BAR IN NUMBER, SIZE, AND TYPE OF ANTI-TURNSOLDERLESS LUGS. THIS GROUND BAR SHALL BE FACTORY BONDED TO THE PANEL TUB IN THE GUTTER SPACEOPPOSITE THE MAINS AND THE NEUTRAL ASSEMBLY AND SHALL HAVE THE SCREWDRIVER SLOTS FACING THEFRONT OF THE PANEL.G.QUALITY STANDARD: SQUARE D TYPE NQ.LIGHTING FIXTURESA.CONTRACTOR SHALL FURNISH AND INSTALL LIGHTING FIXTURES AS INDICATED IN FIXTURE SCHEDULE SHOWN ONDRAWINGS, AND SPECIFIED HEREIN.B.NEUTRAL ASSEMBLY SHALL HAVE INDIVIDUAL ANTI-TURN SOLDERLESS TERMINALS, SIMILAR TO SQUARE D TYPEPK, FOR CONNECTION OF ULTIMATE NUMBER OF NEUTRAL WIRES. SHEET METAL TERMINAL STRIPS ANDCONNECTIONS WILL BE REJECTED.C.ALL LIGHTING FIXTURES INSTALLED BY THE ELECTRICAL CONTRACTOR SHALL BE FURNISHED COMPLETE WITH ASINDICATED ON THE FIXTURE SCHEDULE.D.ANY LIGHTING FIXTURES SCRATCHED, BENT, CRACKED OR IN ANY WAY DAMAGED BEFORE ACCEPTANCE BYOWNER SHALL BE REPLACED AT THIS CONTRACTOR'S EXPENSE.E.ALL LIGHTING FIXTURES SHALL BE IN WORKING ORDER AT THE TIME OF FINAL ACCEPTANCE OF THE WORK BY THEOWNER.F.ALL LIGHTING FIXTURES ARE TO BE GROUNDED ON THE INTERIOR OF THE FIXTURE HOUSING, ON CLEAN BAREMETAL (FREE OF PAINT). BY USE OF PIGTAIL AND FASTENED BY A SCREW USED FOR NO OTHER PURPOSE.ALARM & DETECTION SYSTEMSA.SUMMARY1.INCLUDES BUT NOT LIMITED TO: FURNISH AND INSTALL MICROPROCESSOR-CONTROLLED, INTELLIGENTREPORTING FIRE ALARM EQUIPMENT REQUIRED TO FORM A COMPLETE COORDINATED SYSTEM THAT ISREADY FOR OPERATION.B.SYSTEM DESCRIPTION1.THE FIRE ALARM SYSTEM SHALL COMPLY WITH REQUIREMENTS OF NFPA STANDARD NO. 72 FOR PROTECTEDPREMISES SIGNALING SYSTEMS EXCEPT AS MODIFIED AND SUPPLEMENTED BY THIS SPECIFICATION. THESYSTEM SHALL BE ELECTRICALLY SUPERVISED AND MONITOR THE INTEGRITY OF ALL CONDUCTORS.2.THE SYSTEM SHALL BE AN ACTIVE/INTERROGATIVE TYPE SYSTEM WHERE EACH DEVICE IS REPETITIVELYSCANNED, CAUSING A SIGNAL TO BE TRANSMITTED TO THE MAIN FIRE ALARM CONTROL PANEL (FACP)INDICATING THAT THE ASSOCIATED INITIATING DEVICE AND NOTIFICATION APPLIANCE CIRCUIT WIRING ISFUNCTIONAL. LOSS OF SUCH A SIGNAL AT THE MAIN FACP SHALL RESULT IN A TROUBLE INDICATION ASSPECIFIED HEREINAFTER FOR THE PARTICULAR INPUT.3.SYSTEM OPERATION: OPERATION OF MANUAL STATION OR AUTOMATIC ACTIVATION OF ANY SMOKEDETECTOR OR HEAT DETECTOR SHALL:a.CAUSE SYSTEM EVACUATION HORNS TO SOUND AND LAMPS TO FLASH.b.THE 80 CHARACTER LCD DISPLAY SHALL INDICATE ALL INFORMATION ASSOCIATED WITH THE FIRE ALARMCONDITION, INCLUDING THE TYPE OF ALARM POINT AND ITS LOCATION WITHIN THE PROTECTEDPREMISES.c.INITIATE OFF-SITE ALARM NOTIFICATION.d.RELEASE MAGNETIC DOOR HOLDERS.e.INITIATE SHUT DOWN OF MECHANICAL UNITS WITH AIR FLOW IN EXCESS OF 2000CFM.f.INITIATE CLOSURE OF ALL FIRE/SMOKE DAMPERS.4.WIRING: THE MULTIPLEX BUSS AND DATA COMMUNICATION BUS (OPTIONS BUS) SHALL BE WIRED WITHSTANDARD NEC 760 COMPLIANT WIRING. ALL FACP SCREW TERMINALS SHALL BE CAPABLE OF ACCEPTING 14AWG (1.8 MM) TO 18 AWG (1.2 MM) WIRE. ALL SYSTEM WIRING SHALL BE IN ACCORDANCE WITH THEREQUIREMENTS OF NFPA 70, THE NATIONAL ELECTRICAL CODE (NEC) AND ALSO COMPLY WITH ARTICLE 760OF THE NEC.C.QUALITY ASSURANCE1.REGULATORY REQUIREMENTSa.SYSTEM SHALL MEET APPROVAL OF AUTHORITY HAVING JURISDICTION (AHJ). CHANGES OR ADDITIONSSHALL BE MADE TO THE SYSTEM AS REQUIRED WITHOUT ADDITIONAL COST TO OWNER.b.EQUIPMENT, DEVICES, AND CABLE SHALL BE UL OR FACTORY MUTUAL LISTED FOR USE IN FIRE ALARMSYSTEMS.c.DESIGNER QUALIFICATIONS: NICET LEVEL III OR IV (3 OR 4) CERTIFIED FIRE ALARM TECHNICIAN ORREGISTERED FIRE PROTECTION ENGINEER, EMPLOYED BY FIRE ALARM CONTROL PANELMANUFACTURER, CONTRACTOR, OR INSTALLER.d.INSTALLER QUALIFICATIONS: FIRM WITH MINIMUM 3 YEARS DOCUMENTED EXPERIENCE INSTALLING FIREALARM SYSTEMS OF THE SPECIFIED TYPE AND PROVIDING CONTRACT MAINTENANCE SERVICE AS AREGULAR PART OF THEIR BUSINESS.1)AUTHORIZED REPRESENTATIVE OF CONTROL UNIT MANUFACTURER; SUBMIT MANUFACTURER'SCERTIFICATION THAT INSTALLER IS AUTHORIZED; INCLUDE NAME AND TITLE OF MANUFACTURER'SREPRESENTATIVE MAKING CERTIFICATION.2)INSTALLER PERSONNEL: FACTORY TRAINED AND CERTIFIED WITH AT LEAST 2 YEARS OFEXPERIENCE INSTALLING FIRE ALARM SYSTEMS.3)SUPERVISOR: NICET LEVEL III OR IV (3 OR 4) CERTIFIED FIRE ALARM TECHNICIAN; FURNISH NAMEAND ADDRESS.D.FACP COMPONENTS:1.EQUIPMENT AND ACCESSORIES FURNISHED UNDER TERMS OF THIS SPECIFICATION SHALL BE STANDARDPRODUCTS OF SINGLE MANUFACTURER, OR INCLUDE WRITTEN STATEMENT BY CONTROL PANELMANUFACTURER CONFIRMING COMPATIBILITY OF COMPONENTS AND INCLUSION OF THESE COMPONENTSUNDER SYSTEM WARRANTY.2.THE MAIN FACP CENTRAL CONSOLE SHALL CONTAIN A MICROPROCESSOR BASED CENTRAL PROCESSINGUNIT (CPU). THE FACP SHALL COMMUNICATE WITH AND CONTROL THE FOLLOWING TYPES OF EQUIPMENTUSED TO MAKE UP THE SYSTEM: ADDRESSABLE DETECTORS, ADDRESSABLE MODULES, LOCAL AND REMOTEOPERATOR TERMINALS, ANNUNCIATORS, AND OTHER SYSTEM CONTROLLED DEVICES.a.THE MAIN FACP AND CENTRAL CONSOLE SHALL PERFORM THE FOLLOWING FUNCTIONS:b.SUPERVISE AND MONITOR ALL ADDRESSABLE DETECTORS AND MONITOR MODULES CONNECTED TO THESYSTEM FOR NORMAL, TROUBLE AND ALARM CONDITIONS.c.SUPERVISE ALL NOTIFICATION CIRCUITS THROUGHOUT THE FACILITY.d.VISUALLY AND AUDIBLY ANNUNCIATE ANY TROUBLE, SUPERVISORY OR ALARM CONDITION ONOPERATOR'S TERMINAL, PANEL DISPLAY, AND ANNUNCIATORS.3.THE FIRE ALARM CONTROL PANEL SHALL INCLUDE A FULL FEATURED OPERATOR INTERFACE CONTROL ANDANNUNCIATION PANEL WHICH SHALL INCLUDE A BACKLIT LIQUID CRYSTAL DISPLAY, INDIVIDUAL, COLORCODED SYSTEM STATUS LEDS, AND AN ALPHA-NUMERIC KEYPAD FOR FIELD PROGRAMMING AND CONTROLOF THE FIRE ALARM SYSTEM.4.THE SYSTEM SHALL INCLUDE EMERGENCY EVACUATION SIGNAL UTILIZING INTELLIGENCE SUCH THAT LOSSOF OPERATION BY THE MAIN FACP WILL NOT RESULT IN THE LOSS OF EVACUATION SIGNAL THROUGHOUTTHE BALANCE OF THE BUILDING.5.THE MAIN COMMUNICATION BUS (OPTIONS BUS) SHALL BE CAPABLE OF CLASS A OR CLASS B CONFIGURATIONWITH A TOTAL BUS LENGTH OF 5,900 FEET (1,798 M).6.OFF-SITE ALARM NOTIFICATION SYSTEMa.PROVIDE TELEPHONE LINE CONNECTION FROM TELEPHONE TERMINAL BOARD TO FIRE ALARM CONTROLPANEL.b.PROVIDE DIALER DEVICE TO NOTIFY OFF-SITE PERSONNEL OF ALARM OR ABNORMAL CONDITIONS.c.CONNECT TO FIRE ALARM CONTROL PANEL SO SPECIFIED CONDITIONS INITIATE OFF-SITE CALL. USE ONEALARM CODE FOR ALARM AND SECOND CODE FOR SUPERVISORY/TROUBLE ALARM.7.AUDIBLE HORN ALARM ANNUNCIATIONa.PROVIDE SEPARATE AND DISTINCT ALARM SIGNALS FOR ALARM AND TROUBLE CONDITIONS.b.ALARM SIGNAL SHALL ALSO OPERATE STROBE LIGHTS, IF SPECIFIED.c.PROVIDE ALARM SILENCE SWITCHES AT CONTROL PANEL.d.TROUBLE ALARM SHALL BE HORN INTEGRAL TO CONTROL PANEL.e.SUPERVISORY ALARM MAY BE SAME AUDIBLE ALARM AS TROUBLE ALARM, BUT WITH SEPARATE VISUALANNUNCIATION.E.FIELD MOUNTED SYSTEM COMPONENTS1.FIRE ALARM INITIATING DEVICESa.DUCT DETECTOR HOUSING: PROVIDE SMOKE DETECTOR DUCT HOUSING ASSEMBLIES TO MOUNT ANADDRESSABLE DETECTOR ALONG WITH A STANDARD, RELAY OR ISOLATOR DETECTOR MOUNTING BASE.THE HOUSING SHALL ALSO PROTECT THE MEASURING CHAMBER FROM DAMAGE AND INSECTS. THEHOUSING SHALL UTILIZE AN AIR EXHAUST TUBE AND AN AIR SAMPLING INLET TUBE THAT EXTENDS INTOTHE DUCT AIR STREAM UP TO TEN FEET. DRILLING TEMPLATES AND GASKETS TO FACILITATE LOCATINGAND MOUNTING THE HOUSING SHALL ALSO BE PROVIDED. THE HOUSING SHALL BE FINISHED IN BAKEDRED ENAMEL. REMOTE ALARM LED INDICATORS AND REMOTE TEST STATIONS SHALL BE PROVIDED.b.ADDRESSABLE SMOKE DETECTORS1)CEILING MOUNTED, ADDRESSABLE PHOTOELECTRIC2)UL LISTED COMPATIBLE WITH THE FIRE ALARM CONTROL PANEL.3)SHALL HAVE A FLASHING STATUS LED FOR VISUAL SUPERVISION. WHEN THE DETECTOR ISACTUATED, THE FLASHING LED WILL LATCH ON SOLID. THE LED SHALL FLASH AT A 1/SEC RATE IFTHE CHAMBER IS OUT OF CALIBRATION RANGE. THE DETECTOR MAY BE RESET BY ACTUATINGTHE CONTROL PANEL'S RESET SWITCH.c.SMOKE DETECTOR GUARDS1)UNDERWRITERS LABORATORIES TESTED AND LISTED BY FOR USE WITH THE SMOKE DETECTORSTHEY PROTECT.2)GUARD DESIGN SHALL NOT AFFECT THE DETECTOR OPERATING SENSITIVITY AND SHALL NOTREDUCE THE LISTED DETECTOR SPACING.3)CONSTRUCTED OF 16-GAUGE STEEL WITH A BAKED WHITE FINISH TO MATCH THE DETECTORS.4)TAMPERPROOF MOUNTING HARDWARE SHALL BE PROVIDED.d.ADDRESSABLE FIXED TEMPERATURE-ROR HEAT DETECTOR1)ADDRESSABLE COMBINATION FIXED TEMPERATURE / RATE-OF-RISE2)NOMINAL FIXED TEMPERATURE ALARM POINT RATING OF 135°F (57°C) AND A RATE OF RISE ALARMPOINT OF 15°F(9°C) PER MINUTE.3)RATED FOR CEILING INSTALLATION AT A MINIMUM OF 70 FT (21.3M) CENTERS AND BE SUITABLEFOR WALL MOUNT APPLICATIONS.e.DETECTOR BASES: STANDARD DETECTOR MOUNTING BASES SUITABLE FOR MOUNTING ON EITHERNORTH AMERICAN 1-GANG, 3½ OR 4 INCH OCTAGON BOX AND 4 INCH SQUARE BOX, OR EUROPEAN BESAOR 1-GANG BOX. THE BASE SHALL, CONTAIN NO ELECTRONICS AND SUPPORT ALL SERIES DETECTORTYPES.f.ADDRESSABLE MANUAL STATION1)ADDRESSABLE DOUBLE ACTION, SINGLE STAGE2)POLYCARBONATE CONSTRUCTION WITH INTERNAL TOGGLE SWITCH.3)FINISHED IN RED WITH SILVER "PULL IN CASE OF FIRE" LETTERING4)SUITABLE FOR MOUNTING ON NORTH AMERICAN 2 ½ (64MM) DEEP 1-GANG BOXES AND 1 ½ (38MM)DEEP 4 SQUARE BOXES WITH 1-GANG COVERS.2.FIRE ALARM ACTUATING DEVICESa.DOOR HOLDING DEVICES: DOOR RELEASE UNITS SHALL BE ELECTRICALLY OPERATED MAGNETICDEVICES WHICH HOLD DOORS OPEN UNTIL RELEASED BY THE MAIN CONTROL UNIT. PROVIDE DOORPLATES AND COORDINATE WITH THE GENERAL CONTRACTOR TO INSURE THAT THE PLATES AREPROPERLY MOUNTED ON THE DOORS.b.NOTIFICATION APPLIANCES1)LOW PROFILE HORN-STROBESa)AUDIBLE OUTPUT OF 92 DBA AT 10 FT. WHEN MEASURED IN REVERBERATION ROOM PERUL-464.b)INTEGRALLY MOUNTED FLASHING LIGHT UNIT WITH BLOCK LETTERS 'FIRE'. MULTI-CANDELAWITH FIELD-SELECTABLE SETTINGS OF 15CD, 30CD, 60CD, 75CD & 110CD, AND FLASH RATEBETWEEN ONE AND THREE HERTZ. ALL UNITS SHALL FLASH IN SYNCHRONIZATION WITHEACH OTHER.c)THE HORN SHALL HAVE A SELECTABLE STEADY OR SYNCHRONIZED TEMPORAL OUTPUT.d)IN AND OUT SCREW TERMINALS SHALL BE PROVIDED FOR WIRING.e)LOW PROFILE HORN/STROBES SHALL MOUNT IN A NORTH AMERICAN 1-GANG BOX.2)LOW PROFILE STROBESa)PROVIDE LOW PROFILE WALL MOUNTED STROBES AT THE LOCATIONS SHOWN ON THEDRAWINGS. IN AND OUT SCREW TERMINALS SHALL BE PROVIDED FOR WIRING. STROBESSHALL PROVIDE SYNCHRONIZED FLASH OUTPUTS. STROBE OUTPUT SHALL BE DETERMINEDAS REQUIRED BY ITS SPECIFIC LOCATION AND APPLICATION FROM A FAMILY OF 15CD, 30CD,60CD, 75CD, OR 110CD DEVICES. LOW PROFILE STROBES SHALL MOUNT IN A NORTHAMERICAN 1-GANG BOX.3.INITIATION & CONTROL MODULESa.RELAY MODULE1)PROVIDE ADDRESSABLE CONTROL RELAY CIRCUIT MODULES AS REQUIRED. THE MODULE SHALLPROVIDE ONE (1) FORM C DRY RELAY CONTACTS RATED AT 24VDC @ 2 AMPS (PILOT DUTY) TOCONTROL EXTERNAL APPLIANCES OR EQUIPMENT. THE POSITION OF THE RELAY CONTACT SHALLBE CONFIRMED BY THE SYSTEM FIRMWARE.F.BATTERIES1.SHALL BE 12 VOLT, GELL-CELL TYPE.2.BATTERY SHALL HAVE SUFFICIENT CAPACITY TO POWER THE FIRE ALARM SYSTEM FOR NOT LESS THANTWENTY-FOUR HOURS PLUS 5 MINUTES OF ALARM UPON A NORMAL AC POWER FAILURE.3.THE BATTERIES ARE TO BE COMPLETELY MAINTENANCE FREE. NO LIQUIDS ARE REQUIRED. FLUID LEVELCHECKS REFILLING, SPILLS AND LEAKAGE SHALL NOT BE REQUIRED.G.INSTALLATION1.INSTALL FIRE ALARM AND DETECTION SYSTEMS AS INDICATED, IN ACCORDANCE WITH EQUIPMENTMANUFACTURER'S WRITTEN INSTRUCTIONS, AND COMPLYING WITH APPLICABLE PORTIONS OF NEC, NFPAAND NECA'S "STANDARD OF INSTALLATION".2.INSTALL WIRING, RACEWAYS, CONDUCTORS, ELECTRICAL BOXES AND FITTINGS IN ACCORDANCE WITHCONDUIT, WIRE AND CABLE, AND BOXES AND PLATES SECTION OF THIS SPECIFICATION.3.LABEL PULL AND JUNCTION BOXES "FIRE ALARM" WITH RED INDELIBLE INK.4.LOOP WIRES THROUGH EACH DEVICE ON ZONE FOR PROPER SUPERVISION. TEE-TAPS NOT PERMITTED.5.PROVIDE DUST PROTECTION FOR INSTALLED SMOKE DETECTORS UNTIL FINISH WORK IS COMPLETED ANDBUILDING IS READY FOR OCCUPANCY.6.PROTECT CONDUCTORS FROM CUTS, ABRASION AND OTHER DAMAGE DURING CONSTRUCTION.7.MINIMUM CONDUCTOR SIZE SHALL BE 14 AWG UNLESS OTHERWISE SPECIFIED.8.DO NOT INSTALL CEILING MOUNTED DETECTORS WITHIN 3 FEET OF AIR DISCHARGE GRILLS. COORDINATEWITH OTHER TRADES AS REQUIRED.9.POST COPY OF WIRE IDENTIFICATION LIST INSIDE FIRE ALARM PANEL DOOR OR OTHER AREA ACCESSIBLE TOFIRE ALARM SERVICE PERSONNEL.10.PROVIDE DUCT SMOKE DETECTORS FOR ALL MECHANICAL UNITS WITH AIR FLOW IN EXCESS OF 2000 CFMAND TIE INTO FIRE ALARM CONTROL PANEL. PROVIDE FAN SHUT DOWN CIRCUIT AND ASSOCIATED CONTROLEQUIPMENT FOR ALL REQUIRED MECHANICAL UNITS.11.INSTALL CONDUCTORS AND MAKE CONNECTIONS TO ALL, WATER FLOW SWITCHES, VALVE TAMPERSWITCHES, LOW AIR PRESSURE SWITCHES, AND DOOR HOLDING DEVICES.12.INSTALL CONDUCTORS AND MAKE CONNECTIONS TO ALL FIRE/SMOKE DAMPERS. REFER TO MECHANICALDRAWINGS FOR EXACT NUMBER AND LOCATIONS.H.FIELD QUALITY CONTROL1.TEST & INSPECTIONa.ALL INTELLIGENT ADDRESSABLE DEVICES SHALL BE TESTED FOR CURRENT ADDRESS AND USERDEFINED MESSAGE.b.ALL WIRING SHALL BE TESTED FOR CONTINUITY, SHORTS, AND GROUNDS BEFORE THE SYSTEM ISACTIVATED.c.ALL TEST EQUIPMENT, INSTRUMENTS, TOOLS AND LABOR REQUIRED TO CONDUCT THE TESTS SHALL BEMADE AVAILABLE BY THE INSTALLING CONTRACTOR.d.THE SYSTEM INCLUDING ALL ITS SEQUENCE OF OPERATIONS SHALL BE DEMONSTRATED TO THE OWNER,HIS REPRESENTATIVE, AND THE LOCAL FIRE INSPECTOR. IN THE EVENT THE SYSTEM DOES NOT OPERATEPROPERLY, THE TEST SHALL BE TERMINATED. CORRECTIONS SHALL BE MADE AND THE TESTINGPROCEDURE SHALL BE REPEATED UNTIL IT IS ACCEPTABLE TO THE OWNER, HIS REPRESENTATIVES ANDTHE FIRE INSPECTOR.e.ALL FIRE ALARM TESTING SHALL BE IN ACCORDANCE WITH NATIONAL FIRE ALARM CODE, NFPA 72.I.MANUFACTURER'S FIELD SERVICE1.INSTRUCT OWNER'S REPRESENTATIVE IN PROPER OPERATION AND MAINTENANCE PROCEDURES.2.PROVIDE A MINIMUM OF 4 HOURS TRAINING.TELEPHONE/DATA SYSTEMSA.SUMMARY1.INCLUDES BUT NOT LIMITED TOa.FURNISH AND INSTALL BUILDING TELEPHONE AND COMPUTER NETWORK RACEWAY AND CABLE SYSTEMAS DESCRIBED IN CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, RACEWAY, OUTLETS,MODULAR JACKS, DEVICE PLATES, CABLES, PUNCH DOWN BLOCKS, BACKBOARDS, CABINETS, PATCHPANELS, GROUNDING AND OTHER MISCELLANEOUS ITEMS REQUIRED FOR A COMPLETE SYSTEM.b.FURNISH AND INSTALL MAIN SERVICE RACEWAY AS DESCRIBED IN CONTRACT DOCUMENTS AND TOCOMPLY WITH TELEPHONE COMPANY REQUIREMENTS.B.COMPONENTS1.TELEPHONE OUTLET BOX SHALL BE SINGLE DEVICE BOX.2.BUILDING TELEPHONE AND COMPUTER NETWORK SYSTEM CABLEa.23 GAUGE, SOLID TINNED COPPER, FOUR TWISTED PAIRS. CATEGORY 6b.USE PLENUM-RATED CABLE IN CEILINGS AND AREAS USED FOR PLENUM AIR RETURN3.TELEPHONE TERMINATION BLOCKSa.UL VERIFIED CATEGORY 6.b.110 TERMINATION WITH TIN LEAD PLATED IDC4.NETWORK PATCH PANELSa.UL VERIFIED CATEGORY 6b.110 TERMINATION WITH TIN LEAD PLATED IDCc.19" RACK MOUNT WITH BACKBOARD MOUNTING FRAME.d.48 PORTS5.TELEPHONE/NETWORK JACKSa.WALL JACKS1)CAT6 - HUBBELL HXJ6 OR ALTERNATE MANUFACTURER WITH EQUIVALENT PERFORMANCESTANDARD.b.PLATES1)HUBBELL - IFP SERIES (PORT QUANTITY AS REQUIRED, COLOR BY ARCHITECT)6.BACKBOARDS: INTERIOR GRADE PLYWOOD WITHOUT VOIDS, 34 INCH THICK; UL-LABELED FIRE RETARDANT.a.SIZE: 48 INCHES WIDE 96 INCHES HIGH.b.DO NOT PAINT OVER UL LABEL.c.PROVIDE ONE 48" MULTI-OUTLET POWER STRIP WITH INTEGRAL SURGE PROTECTION AND OUTLETS AT 6"O.C. (MINIMUM 7 OUTLETS) MOUNTED AT CENTER OF TERMINAL BOARD.7.EQUIPMENT RACKS AND CABINETS: CEA-310 STANDARD 19 INCH WIDE COMPONENT RACKS.a.FLOOR MOUNTED RACKS: 16 GAGE STEEL CONSTRUCTION WITH CORROSION RESISTANT FINISH;VERTICAL AND HORIZONTAL CABLE MANAGEMENT CHANNELS, TOP AND BOTTOM CABLE TROUGHS, ANDGROUNDING LUG.8.CONNECTOR BLOCKS FOR CATEGORY 6 AND UP CABLING: TYPE 110 INSULATION DISPLACEMENTCONNECTORS; CAPACITY SUFFICIENT FOR CABLES TO BE TERMINATED PLUS 25 PERCENT SPARE.9.PATCH PANELS FOR COPPER CABLING: SIZED TO FIT EIA STANDARD 19 INCH WIDE EQUIPMENT RACKS; 0.09INCH THICK ALUMINUM; CABLING TERMINATED ON TYPE 110 INSULATION DISPLACEMENT CONNECTORS;PRINTED CIRCUIT BOARD INTERFACE.a.JACKS: NON-KEYED RJ-45, SUITABLE FOR AND COMPLYING WITH SAME STANDARDS CABLE TO BETERMINATED; MAXIMUM 48 PORTS PER STANDARD WIDTH PANEL.b.CAPACITY: PROVIDE PORTS SUFFICIENT FOR CABLES TO BE TERMINATED PLUS 25 PERCENT SPARE PLUSMOUNTING SPACE FOR ALL ACTIVE COMPONENTS/EQUIPMENT REQUIRED TO CROSS-CONNECT TOANY/ALL MODULAR JACK PORTS ON THE PATCH PANELS.c.LABELS: FACTORY INSTALLED LAMINATED PLASTIC NAMEPLATES ABOVE EACH PORT, NUMBEREDCONSECUTIVELY; COMPLY WITH TIA/EIA-606 USING ENCODED IDENTIFIERS.d.PROVIDE INCOMING CABLE STRAIN RELIEF AND ROUTING GUIDES ON BACK OF PANEL.e.PATCH CORDS: PROVIDE ONE PATCH CORD FOR EACH PAIR OF PATCH PANEL PORTS.10.CABLE MANAGEMENTa.EQUIP EACH RACK OR CABINET WITH VERTICAL CABLE SECTION.b.EQUIP EACH RACK OR CABINET WITH HORIZONTAL CABLE MANAGERS ABOVE AND BELOW EACH PATCHSECTION.1)7 RINGS2)6 PASS-THROUGH HOLES3)HINGED FRONT COVERc.USE VELCRO CABLE WRAPS ON ALL CABLE - TIE WRAPS ARE NOT ACCEPTABLE.C.INSTALLATION1.RUN 1" CONDUIT TO ACCESSIBLE CEILING SPACE FROM EACH OUTLET. INSTALL CABLE FROM TERMINALBOARD TO EACH TELEPHONE/NETWORK OUTLET.2.TERMINATE CABLES AT EACH OUTLET WITH SPECIFIED MODULAR JACK ASSEMBLY.3.TERMINATE CABLES ON PUNCH DOWN BLOCKS OR PATCH PANELS AT TERMINAL BOARD.4.PROVIDE TYPED LABELS AT ALL JACKS CORRESPONDING TO TYPED NUMBERING SYSTEM AT PATCH PANELOR TERMINAL STRIP.D.QUALITY ASSURANCE1.COMPLY WITH APPLICABLE PORTIONS OF NEC ANSI/EIA/TIA 568 AS TO TYPE PRODUCTS USED ANDINSTALLATION OF COMPONENTS. PROVIDE PRODUCTS AND MATERIALS WHICH HAVE BEEN UL-LISTED ANDLABELED.ISSUE DATE:PROJECT NO:DRAWN BY:CHECKED BY:clarity design grouparchitecture - planning - interiors5525 south 900 east, ste 340IF THESE PLANS DO NOT BEAR THE SEAL OF A REGISTRANT,THEY ARE TO BE CONSIDERED "PRELIMINARY" AND ARE NOT TOBE USED FOR CONSTRUCTION OR RECORDING. THESE PLANSARE COPYRIGHTED UNDER SEC. 102 OF THE COPYRIGHT ACT,17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN ASARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.p. 385.247.8570www.claritydesign.usSHEET TITLEmurray, utah 84117PROJECT CONSULTANTSZ:\Projects\J23\J23012.00\Architectural\01 Contract Documents\2023-01-18 - Revit File\Rexburg\Revit\Connections_Rexburg_C.rvt1/19/2023 2:58:43 PM © 2023 CLARITY DESIGN GROUP03.15.2023PSRB21058CONNECTIONSLOT 13, LOT 14450, 470 FIRSTAMERICAN CIRREXBURG, ID83440FORCONSTRUCTION#DATEDESCRIPTIONTHESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND THEINFORMATION CONTAINED HEREIN IS INCOMPLETE UNLESS IN CONJUNCTION WITHROYAL ENGINEERING'S INTERPRETATIONS, DECISIONS, OBSERVATIONS ANDADMINISTRATIONS. USE OR REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR INPART WITHOUT ROYAL ENGINEERING'S CONSENT IS IN VIOLATION OF COMMON LAW.COPYRIGHTS, STATUTORY AND OTHER RESERVED RIGHTS. REFER TO ACT 17 U.S.C. PAR.511 (1991). WHICH PREEMPTS STATE AND LOCAL PUBLIC RECORD ACTS. REFER TO ACT17 U.S.C. PAR. 301 (1991).COPYRIGHT©JOB#DATE PLOTTED:03/31/2023MECHANICALPROVO, UTAH 84606FAX: 801.375.2676ELECTRICAL1837 S. EAST BAY BLVD.PHONE: 801.375.2228J23012.00E-7.1ELECTRICALSPECIFICATIONS