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CE <br />I <br />L <br />I <br />N <br />G <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />A3.2 <br />S H E E T N U M B E R <br />A2641 <br />Pl <br />o <br />t <br />t <br />e <br />d <br />: <br /> <br />10 <br />/ <br />2 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />1 <br />1 <br />: <br />0 <br />2 <br /> <br />P <br />M <br /> ( <br />la <br />u <br />r <br />e <br />) <br /> <br />F <br />i <br />l <br />e <br />: <br /> <br />13 <br />_ <br />a <br />2 <br />6 <br />4 <br />1 <br />_ <br />a <br />3 <br />. <br />2 <br />_ <br />r <br />c <br />p <br /> <br />d <br />e <br />t <br />a <br />i <br />l <br />s <br />. <br />d <br />w <br />g <br />PROJECT NUMBER <br />2025.10.03 <br />DATE <br />R E V I S I O N S <br />S T A M P <br />SHEETS BEARING THIS SEAL AND WET SIGNATURE <br />ARE AUTHENTICATED. RESPONSIBILITY FOR ALL <br />OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS <br />ARE DISCLAIMED. <br />P <br />R <br /> <br />O <br /> <br />J <br /> <br />E <br /> <br />C <br /> <br />T <br />L <br />O <br /> <br />C <br /> <br />A <br /> <br />T <br /> <br />I <br /> <br />O <br /> <br />N <br />C O N S U L T A N T <br />S <br />H <br /> <br />E <br /> <br />E <br /> <br />T <br /> <br /> <br /> <br />T <br /> <br />I <br /> <br />T <br /> <br />L <br /> <br />E <br />C COPYRIGHT 2025 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL. <br />16 <br />0 <br />1 <br /> <br />N <br /> <br />B <br />R <br />I <br />S <br />T <br />O <br />L <br /> <br />S <br />T <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />Kevin MacDonald <br />801 University Avenue <br />San Diego, CA 92103 <br />kevin.macdonald@betterbuzzcoffee.com <br />9431 HAVEN AVENUE, SUITE 212 <br />RANCHO CUCAMONGA, CA 91730 <br />P. 909.259.9971 | F. 909.944.8409 <br />www.AmorArch.com <br />WEST COAST | CENTRAL | EAST COAST <br />SHEETS BEARING THIS SEAL AND WET SIGNATURE <br />ARE AUTHENTICATED. RESPONSIBILITY FOR ALL <br />OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS <br />ARE DISCLAIMED. <br />TE <br />STA RN <br />FOAOCFLI <br />AI <br />LICENSED ARCHITECTWILLIAA.AMOR <br />DATE <br />8/31/2027 <br />M <br />C - 24421 <br />RENEWAL <br />DATE SIGNED: 10/03/2025 <br />1 1/24/25 PLAN CHECK CORRECTIONS <br />2 4/1/25 PLAN CHECK CORRECTIONS <br />3 5/2/25 PLAN CHECK CORRECTIONS <br />4 10/3/25 CHANGE BULLETIN <br />HEAVY DUTY <br />MAIN TEE <br />MAX., T <br />Y <br />P <br />. <br />45° <br />TYP. <br />CROSS TEE6'' MAX. <br />#6 STSM <br />SCREW <br />VERTICAL STRUT 12'-0" O.C., <br />6'-0" MAX. FROM WALL. <br />ATTACH TO ROOF DECK <br />ABOVE. <br />SPLAY-WIRE VERTICAL BRACING PERPENDICULAR TO <br />RUNNER. HANGERS TO BE 12 GALVANIZED, SOFT - <br />ANNEALED MILD STEEL WIRE AT 12'-0'' O.C. AND 6'-0" MAX. <br />FROM END WALLS. ATTACHED WITH MINIMUM OF (3) <br />TURNS TO CEILING SUSPENSION MEMBERS AND TO 14" x 2.5'' <br />EYE LAG SCREW INTO BOTTOM EDGE OF ROOF JOIST. <br />PROVIDE COUNTER SLOPING WIRES WHERE WIRES ARE <br />SPLAYED MORE THAN 1 IN 6 OUT OF PLUMB. <br />2'' <br />NOTE: <br />GROUP OF (4) 45° WIRES <br />AND VERTICAL STRUT <br />OCCUR AT THE SAME <br />INTERSECTIONS. <br />#12 GA. SPLAY-WIRE <br />LATERAL BRACING IN <br />PLANE OF EACH RUNNER, <br />AND TIED w/ (4) TIGHT <br />TURNS, TYP. <br />CEILING BRACING DETAIL 3" = 1'-0" <br />SCALE <br />ACOUSTICAL CEILING SUSPENSION SYSTEM, ICC-ES REPORT: ESR-1222 <br />NOTE: <br />EYE LAG SCREW TO HAVE <br />MIN. 1-1/4" PENETRATION <br />SPREADER <br />FASTENED TO WALL <br />WALL STRUCTURE <br />(SEE FLOOR PLAN FOR TYPE) <br />HEAVY DUTY <br />T-BAR SYSTEM <br />NOTE: <br />1.PROVIDE SPREADER BAR IF CROSS TEE OR MAIN TEE DISTANCE TO <br />WALL IS GREATER THAN 8''. <br />2.TWO ADJACENT CEILING GRID EDGES MUST BE ATTACHED TO THE <br />PERIMETER ANGLE, AND THE OTHER TWO EDGES MUST BE FREE TO <br />SLIDE AND HAVE 3/4'' MINIMUM CLEARANCE FROM WALL. <br />3/4" MIN. <br />8" (MAX.) <br />CEILING PERIMETER 3" = 1'-0" <br />SCALE <br />2" MIN. <br />ACOUSTICAL CEILING <br />SUSPENSION SYSTEM <br />ICC-ES REPORT: ESR-1222 <br />TYP. T-BAR GRID 3" = 1'-0" <br />SCALE <br />S <br />(TYP.) <br />45° MAX. <br />W <br />(TYP.) <br />45° MAX. <br />N <br />E <br />12 GA. VERTICAL HANGER <br />WIRES @ 4'-0" OC EA. WAY, <br />TYP., w/ MIN. 3 TIGHT <br />TURNS IN 1 1/2" AT BOTH <br />ENDS OF WIRE <br />SET OF FOUR 12 GA. <br />BRACING WIRES AT 12'-0" <br />OC EA. WAY, TYP., w/MIN. 4 <br />TIGHT TURNS IN 1 1/2" AT <br />BOTH ENDS OF WIRE <br />COMPRESSION STRUTS LOCATED WITH <br />SETS OF BRACING WIRES AT 12'-0" OC <br />EA. WAY - STEEL SECTION WITH L/R <br />RATIO OF 200 MAXIMUM. ATTACH TO <br />MAIN RUNNERS WITH 1/4 INCH Ø <br />MACHINE BOLTS AND TO SLAB ABOVE <br />WITH 0.177"Ø POWDER-DRIVEN FAS- <br />TENERS. COMPRESSION STRUT SHALL <br />NOT REPLACE HANGER WIRE. 6' MAX. <br />TO THE WALL <br />NOTE: <br />FOR CONNECTIONS OF <br />BRACING AND HANGER <br />WIRES TO THE <br />STRUCTURE ABOVE, SEE <br />CEILING NOTES. <br />2" (MAX.) FROM <br />BRACING WIRES TO <br />CROSS RUNNERS <br />GRID SYSTEM <br />MAIN RUNNER <br />CROSS RUNNER <br />SOFFIT DETAIL 1 1/2" = 1'-0" <br />SCALE <br />(E) ROOF DECK <br />(V.I.F.) <br />(E) TRUSSES <br />CONT. METAL <br />TOP TRACK, <br />TYP. <br />PAINTED MTL. <br />CORNER BEAD, TYP. <br />CONT. METAL TRACK <br />(E) TRUSSES <br />5/8" GYPSUM BOARD <br />PAINTED PER <br />ELEVATION <br />3 5/8" x 20 GA. <br />METAL STUDS <br />@16" O.C, TYP. <br />5/8" GYPSUM BOARD <br />PAINTED PER <br />FINISH SCHEDULE <br />3 5/8" x 20 GA. <br />METAL STUDS <br />@16" O.C, TYP. <br />METAL STUDS <br />@16" O.C, TYP. <br />2 <br />3 <br />4 <br />7 <br />FIXTURE CONNECTION 1 1/2" = 1'-0" <br />SCALE <br />(E) 2x4 JOISTS OR <br />(N) BLOCKING @ 24" O.C.(E) ROOF SHEATHING <br />WIRING RUN WITHIN UNISTRUT <br />CLOSURE STRIP <br />POWER CABLE FROM LIGHT FIXTURE, <br />CLIPPED TO DOWN ROD <br />(BY LIGHT FIXTURE MANUFACTURER) <br />ATTACH P1000KO 1-5/8" <br />UNISTRUT PRIMARY RAIL <br />FACE DOWN TO (E) JOIST <br />PER INDUSTRY STANDARDS <br />J-BOX AS REQUIRED <br />BY FIXTURE <br />MANUFACTURER <br />WHERE OCCURS, ATTACH UNISTRUT PERPENDICULARLY OVER <br />(2) JOISTS MINIMUM (TYPICAL) <br />CEILING HT. SEE RCP <br />6" <br />UNISTRUT SECONDARY RAIL <br />CONNECT TO BEAM <br />ROD AND HANGER <br />1 <br />5/8" GYPSUM BOARD <br />7/8" HAT CHANNELS <br />NOTE: <br />ARMSTRONG GYPSUM BOARD <br />SUSPENSION SYSTEM, OR AN <br />APPROVED ALTERNATE TO STICK <br />BUILT DESIGN. <br />DIAGONAL #12 HANGER <br />WIRE TO CONTROL RACKING <br />OF CEILING SYSTEM <br />1 1/2" METAL STUDS <br />HUNG FROM TOP CHORD <br />OF ROOF JOISTS <br />#10 VERTICAL HANGER <br />WIRE, AT 48" O.C. <br />SCALE <br />N.T.S.SUSPENDED GYPSUM BOARD CEILING DETAIL <br /> ICC ESR-1166P <br />8WIRE CONNECTION SCALE <br />3" = 1'-0" <br />AT WOOD JOIST OR RAFTER TO BOTTOM OF JOIST <br />TJI UPPER FLANGE TJI LOWER FLANGE <br />3" <br />1 <br />4" DIA. SCREW EYE W/ FULL <br />TREAD EMBED. 1 1 <br />4" MIN. TYP. <br />ALL CONNECTION <br />JOIST OR <br />RAFTER <br />BRACING WIRE <br />FOR BRACING WIRE - <br />FULLY EMBED. SCREW <br />EYE TREADS IN <br />DIRECTION OF WIRE <br />HANGER WIRE HANGER WIRE - <br />3 TIGHT TURNS & BRACING <br />WIRES - (4) TIGHT TURNS <br />2" <br /> <br />M <br />I <br />N <br />1 <br />4" DIA. DRILLED <br />HOLE <br />NOTE: SOLID BLOCKING <br />REQUIRED FOR EITHER <br />TYPE OF BRACING WIRE <br />DO NOT INSERT SCREW <br />EYES INTO SIDE OF TJI <br />FLANGE <br />NOTE: DO NOT INSERT SCREW <br />EYES PERPENDICULAR TO <br />WEB IN FLANGE <br />TJI <br />BRACING WIRE <br />1" MIN <br />1 <br />4" DIA. SCREW <br />EYE W/ 1 1 <br />4" MIN. <br />PENETRATION <br />TJI <br />BRACING WIRE <br />9 <br />4