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4X6 BLK'G (FLAT) @ EA. <br /> (6)#9 x 1 1/4" STRONG-DRIVE WOOD SCREWS SCREW CONN. WITH <br /> INTO BLOCKING & FLOOR JOIST FOR COND. SIMPSON A34 OR EQ. @ <br /> MTL STUDS (PER WALL TYPE) @ "A" &"B", (8)#9 x 1 1/4"WOOD SCREWS INTO EA. SIDE @ EA. STUD 2X FULL HT. BLOCKING WITH �. <br /> SI <br /> 16" OC TO UNDERSIDE OF ROOF BLOCKING FOR COND "C" & "D"TYP. EQ. @ EA. <br /> 1" GAP SIDDEE @ @ E EA34 A. END, <br /> TYP <br /> STRUCTURE <br /> (L.A.R.R. #25128/ ICC ESR-2620) TOP TRACK 54 MIL UNPUNCHED OUTER PLYWOOD SHEATHING PLYWOOD SHEATHING <br /> TRACK WITH 2" FLANGES W/(2)#10 (6)#9 x 1 1/4" STRONG-DRIVE .�► <br /> WOOD SCREW INTO BLOCKING W/2" MIN. WOOD SCREWS INTO BLOCKING & TOP TRACK 54 MIL UNPUNCHED OUTER <br /> 5/8" FIRE RATED DRYWALL @ BOTH EMBED. @ 32"O.C. FOR PART COND "A" & FLOOR JOIST FOR COND. "A" & "B", TRACK WITH 2" FLANGES W/(1)#10 <br /> G SIDES. TYPE "S" DRY-WALL "B" @ 16" O.C. OR PART. COND "C" & "D" <br /> GVO . (8)#9 x 1 1/4"WOOD SCREWS INTO WOOD SCREW INTO EA. JOIST& @ 16" <br /> J SCREWS @ 8" OC TO VERT EDGESX <br /> Q BLOCKING FOR COND "C" &'D' O.C. FOR PART COND "A" &"B" @ 8" O.C. <br /> & 12" OC TO INTERMEDIATE STUDS. TYP. FOR PART. COND "C" & "D"W/2" MIN. <br /> �O STAGGER ROOF/ FLOOR JOIST @ <br /> p gg 44 p �q gip ' <br /> �A�NTST�D R�fVNER T��FLOOR W/ 48" O.C. MAX C 20 GA 3-5/8" MTL STUD BRACING ROOF/FLOOR JOIST @ K�� /2 BED <br /> 48" O.C. MAX <br /> _`PV HILTI X-U FASTENERS, 1-1/4" MIN (1)# 10 S.M.S. @ EA. @ 48" O.C.. ATTACH TO PARTITION ©2011 STARBUCKS COFFEE <br /> ``�_ PENETRATION @ 32" O.C., MAX 1" GAP04 <br /> ��\ (L.A.R.R. #25675/ ICC ESR#2269) STUD @ EA. SIDE S' SCREWS. USE LATERAL <br /> TYPE (1)# 10 S.M.S. @ EA. GA 3-5/8" MTL STUD BRACING <br /> INNER DEEP LEG BRACING WHEN PARTITION STUD @ EA. SIDE ° ° 8" O.C.. ATTACH TO PARTITION STARBUCKS COFFEE <br /> EXIST CONC SLAB TRACK TO MATCH FRAMING DOES NOT ATTACH TO INNER DEEP LEG TRACK ° AMING W/3/8" PAN HEAD TYPE COMPANY <br /> !'P WALL STUD SIZE & ROOF STRUCTURE TO MATCH WALL STUD SCREWS. USE LATERAL <br /> GAGE (L.A.R.R. #25529/ ICC ESR-2620) SIZE &GAGE BRACING WHEN PARTITION 2401 UTAH AVENUE SOUTH <br /> PARTITION WALL STUD 2 FRAMING DOES NOT ATTACH TOSEATTLE, WASHINGTON 98134 <br /> @ 16" O.C. MAX ` PARTITION WALL STUD ROOF STRUCTURE <br /> SUSPENDED CLG (WHERE OCCURS) @ 16" O.C. MAX (L.A.R.R. #25529/ ICC ESR-2620) (206) 318-1575 <br /> co N __ THESE DRAWINGS AND SPECIFICATIONS ARE <br /> SECTION AT FLOORCONFIDENTIAL AND SHALL REMAIN THE SOLE <br /> PARTITION WALL PARALLEL TO JOIST ABOVE PROPERTY OF STARBUCKS CORPORATION, WHICH IS <br /> PARTITION WALL PERPENDICULAR TO JOIST ABOVE THE OWNER OF THE COPYRIGHT IN THIS WORK. <br /> 16 NEW PARTITION WALL TO STRUCTURE THEY SHALL NOT REPRODUCED (IN WHOLE ORIN <br /> PART), SHARED WITH THIRD PARTIES OR USED IN AN <br /> 0 scale: 1" - V-0" MANNER ON OTHER PROJECTS OR EXTENSIONS TO <br /> O THIS PROJECT WITHOUT THE PRIOR WRITTEN <br /> O CONSENT OF STARBUCKS CORPORATION. THESE <br /> NI DRAWINGS AND SPECIFICATIONS ARE INTENDED TO <br /> Q EXPRESS DESIGN INTENT FOR A PROTOTYPICAL <br /> � DRYWALL FRAMINGSTARBUCKS STORE (WHICH IS SUBJECT TO CHANGE <br /> EXISTING SLAB NEW FLOOR PATCH EXISTING SLAB MTL STUDS (PER WALL TYPE) @ 16" AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE <br /> 0 O.C. TO UNDERSIDE OF ROOF — + CONDITIONS. NEITHER PARTY SHALL HAVE ANY <br /> v TYP TAPE AND SPACKLE TO MATCH ADJ. EXISTING STRUCTURE, TO MIN OF 6"ABOVE OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT <br /> AT UTILITY SUSP CLG OR TO UNDERSIDE OF STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS <br /> cv SCREW FULLY EXECUTED BY BOTH PARTIES. <br /> a (N) CONC. <br /> AREA #4 @ 24" O.C. <br /> EXIST SOFFIT OR CLG. MTL STUDS TO <br /> 1 AY ESR-2281. <br /> O (MAX.)W DRILL INTO ) 5/8'E IRE RATED DRYWALL, BOTH EXISTING ROOF <br /> \ FRY REGLET CORNER CONC. SLABE <br /> -; 5" MIN. 9" MIN. 20 GA 3-5/8" MTL STUD BRACING ARCHITECT OF RECORD <br /> � TRIM MODEL SIDES, TO MIN OF 6"ABOVE CLG. STRUCTURE @ 48"OC. ATTACH TO PARTITION <br /> X #DMCT-375TYP. TYPE "S" DRYWALL SCREWS @ 8" FRAMING & ROOF STRUCTURE W/ > .� <br /> m a OC TO VERTICAL EDGES & 12" OC MIN. 4-#10 SCREWS. PAN HEAD _ • <br /> a a TO INTERMEDIATE STUDS. ALTERNATE TYPE "S" SCREWS. USE LATERAL <br /> 1 a\� STAGGER JOINTS 24" OC, EA SIDE BRACE LOCATION BRACING WHEN PARTITION <br /> FRAMING C = - <br /> - (ESR-2281) z_ FRAMING DOES NOT ATTACH TO `�' <br /> 00 'a - NAIL STUD RUNNER TO FLOOR W/ CO ROOF STRUCTURE. (ESR-2281) <br /> TYP HILTI X-U FASTENERS, 1-1/4" MIN <br /> _ _ _• �, •" y ;, ti ',. , <_. ;�..; .. mcg architecure <br /> TAPE AND SPACKLE <br />