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1 <br />2X BLOCKING WITH 2- 16d EACH <br />REVISIONS <br />END TO TRUSS TOP CHORD <br />EXISTING ROOF DECK <br />2x4 DIAGONAL BRACE AT 48" O.C. WITH 2-16d—EXISTING <br />1 <br />EACH END - MIN. 2 BRACES AT WATER HEATER <br />ROOF TRUSS <br />EXISTING INSULATION <br />CEILINGF MING OOFTRUSS <br />2 X S ID BL KING AT 4'-0' OC EACH SIDE OF <br />P WIT ) 16d EACH END TO BOTTOM <br />ORD F TRUSS -TYPICAL (3) BAYS AS SHOWN <br />1tF <br />"SI SON" DTC TRUSS CLIP AT 4'-0" OC <br />.'; <br />GYPSUM BOARD OVER <br />2X STUDS AT 16" OC - SEE FLOOR PLAN <br />METAL STUD -AS REQUIRED <br />— <br />I' <br />THIS DOCUMENT, AND THE IDEAS AND DESIGNS <br />,$ <br />INCORPORATED HEREIN, AS AN INSTRUMENT OF <br />U z <br />U f <br />PROFESSIONAL SERVICE, IS THE PROPERTY OF <br />2 X STUDS AT 16" OC WITH <br />"apr' AND IS NOT TO BE USED, IN WHOLE OR IN <br />GYPSUM BOARD EACH SIDE <br />PART, FOR ANY OTHER PROJECT WITHOUT <br />EXISTING DEFLECTION CHANNEL AND TOP PLA ES <br />WRITTEN AUTHORIZATION. <br />WITH (2) #8 S.D.S. EACH TRUSS - MIN. 2' DEEP. <br />(l <br />'? <br />2 X BLOCKING AT 6'-0" OC WITH (4) 16d TO TOP <br />GLAZING HEADER - INSTALL PER MANUFACTURER'S <br />PLATE <br />PLANNING <br />SPECIFICATIONS <br />CEILING FRAMING/ROOF TRUSS <br />ARCHITECTURE <br />1/4" THICK GLAZING - TEMPERED AS REQUIRED <br />5/B" GYPSUM BOARD MAINTAIN NOM. 3/4" GAP <br />BETWEEN TOP OF THE WALLBOARD AND THE <br />THE <br />ROOF DECK - SCREWS ATTACHING <br />ug <br />2 X BLOCKING AT 6'-0" OC EACH SIDE OF PLATE <br />WALLBOARD TO THE STUDS AT THE TOP SHALL BE <br />"U"(7 <br />U zWITH <br />(2) 16d EACH END TO BOTTOM CHORD OF <br />O <br />THE BOTTOM OF THE <br />Lv – <br />TRUSS - DO NOT NAIL BLOCKING TO ADJACENT <br />3 <br />SHAPED DEFLECTTIIO CHANNEL. <br />PLATE <br />p <br />OPTION: "SBLOCKING O <br />PSONEDTC TRUSS CLIP AT 4'-0" OR <br />o <br />EXISTING WOOD STUDS <br />o <br />6'-0" OC IN LIEU OF BLOCKING <br />O <br />° <br />3 <br />2 X STUDS AT 1 G'OC WITH <br />ARCHITECTURE PLUS INC. <br />3 <br />ri <br />a <br />GYPSUM BOARD EACH SIDE <br />4335-B NORTH STAR WAY <br />MODESTO, CA 95356 <br />1 Q <br />7 <br />INTERIOR <br />WINDOW HEAD / JAMB <br />4 <br />INTERIOR FULL HEIGHT WALL <br />1 <br />INTERIOR <br />NONBEARING WALL <br />ph. 209.577.4661 <br />13 <br />SCALE: 3!'= 1'-0" <br />SCALE: 1" = 1'-0' <br />SCALE: 3'= 1'-0" <br />fX. 209.577.0213 <br />www.apiarc.com <br />EXISTING CONCRETE SLAB <br />EXISTING VAPOR BARRIER <br />AREA OF SLAB CUT <br />FRANK C. BOOTS <br />JOSEPH L. SMITH <br />RODNEY C. ALONZO <br />- <br />_ <br />•. <br />DOUBLE TOP PLATE <br />ARCHITECTS <br />Y:, <br />U <br />.- <br />11-71 _ _ III=1I I' 1 _ - <br />-1III—III —III ( III I1 <br />' I <br />SEO <br />PLA <br />SOLID 2X BLOCKING AT CEILING LINE <br />4. <br />,, <br />I I I I I-1 I I III I I <br />1 1 1 <br />-1 I' III -III I I I I -III -III III I I I-1 11-1 11- <br />...III I I III -III III I IIII- I I I <br />S : <br />SUSPENDED CEILING - SEE REFLECTED CEILING PLA <br />EXISTING GYPSUM BOARD <br />NEW VAPOR BARRIER - OVERLAP EXISTING <br />BARRIER C AND TAPE - VERIFY W/ MFR. SPECS <br />� <br />NEW GYPSUM BOARD - WHERE OCCURS <br />Q <br />I..O <br />BACKFILL SOIL AS REQUIRED <br />W Z <br />EXISTING 2X WALL STUDS - SEE FLOOR PLAN <br />`' <br />NEW PLUMBING / CONDUIT -SEE FLOOR PLAN <br />SOLID 2X BLOCKING AT CEILING LINE <br />i WW <br />CHUNG JOIST <br />L, Z <br />a <br />o. <br />WO <br />...' <br />16 GA. SHEET METAL CLOSURE TO MATCH <br />STOREFRONT <br />° <br />` <br />/ <br />{ 1111111„ <br />111111 <br />III <br />O 0 <br />1 11 <br />III <br />CONTINUOUSAND SEALANT WITH <br />-�TI <br />AT PARTITIONOPENEPAD <br />BACKERPLAN <br />INFILL AREA WITH NEW CONCRETE SLAB AS <br />IV z <br />°d <br />REQUIRED <br />GYPSUM BOARD CEILING <br />N <br />- <br />- <br />- <br />- <br />#4 AT 16" O.C. EACH WAY, CENTER IN SLAB <br />' Q <br />`� <br />EXISTING STOREFRONT <br />#4 X 16" Ai 16" O.C. WITH SIMPSON <br />w/ <br />ib ag <br />SEB ANCHORAGE SYSTEM, MIN. 4" <br />GYPSUM BOARD EACH SIDE <br />IIX Z GC <br />EMBED. <br />W <br />W W > <br />a• <br />- <br />- <br />2X STUDS - SEE FLOOR PLAN <br />~ <br />3 <br />IIIYl <br />- III III <br />-III �- III III III III <br />b <br />SOUND ATTENUATION BATTS WHERE OCCURS <br />-1 <br />-III <br />III _ <br />_� III <br />4 <br />Z <br />9 <br />—III—III <br />III 111 <br />-1 RE -COMPACT SOIL IN TRENCH TO 95% <br />Iil l <br />¢ <br />3 <br />9L <br />3 <br />COMPACTION <br />Q <br />8 <br />AT <br />EXISTING STOREFRONT <br />5 <br />SLAB REPAIR AT SAWCUT <br />2 <br />INTERIOR <br />NONBEARING WALL <br />14 <br />11 <br />SCONCRETE <br />SCALE: <br />f5 <br />GYPSUM BOARD <br />STUD AT 16" OC - SEE FLOOR PLAN <br />ru <br />0 <br />STUDS AT 16" OC <br />SOUND ATTENUATING BATT INSULATION - SEE FLOOR <br />PLAN FOR LOCATIONS <br />GYPSUM BOARD -TYPICAL EACH SIDE <br />r <br />CONTINUOUS SEALANT <br />•' <br />WALL BASE AS OCCURS - SEE FINISH SCHEDULE <br />2X PRESSURE TREATED WOOD SILL WITH'HILTI DN72PS" <br />m <br />�; <br />0.145'0 POWDER DRIVEN FASTENERS AT 32" OC <br />METAL DOOR FRAME <br />N g m <br />^Z� <br />> j <br />ICC -ES AC70 <br />l� <br />w a <br />CONTIUOUS SEALANT <br />m O177 <br />4 <br />CONCRETE SLAB <br />v <br />DOOR <br />.. <br />DATE: JULY 2019 <br />°.,.,` <br />°• ° <br />°` n <br />JOB NO.: 18-114 <br />DRAWN: A. ZAPIEN <br />° ' <br />a <br />CHECKED : J. SMITH <br />3 <br />SHEET: <br />`v <br />o <br />0 <br />O <br />Q <br />AD2 <br />9 <br />6 <br />INTERIOR <br />DOOR HEAD/JAMB <br />3SCALE: <br />L) <br />INTERIOR NONBEARING WALL <br />15 <br />Ll2 <br />Y= I' -G* <br />epi COPYRIGHT 2079 <br />