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4X6 BLK'G (FLAT) @ EA. (6) #9 x 1 1/4" STRONG-DRIVE WOOD SCREWS SCREW CONN. WITH INTO BLOCKING & FLOOR JOIST FOR COND. SIMPSON A34 OR EQ. @ 2X FULL HT. BLOCKING WITH .�. MTL STUDS (PER WALL TYPE) @ "A" & "B", (8)#9 x 1 1/4"WOOD SCREWS INTO EA. SIDE @ EA. STUD 16"OC TO UNDERSIDE OF ROOF BLOCKING FOR COND "C" & "D"TYP. SIA34 EQ. @ EA. 1" GAP SIDDEE @ @ E EA. END, TYP STRUCTURE (L.A.R.R. #25128/ ICC ESR 2620) TOP TRACK 54 MIL UNPUNCHED OUTER PLYWOOD SHEATHING PLYWOOD SHEATHING TRACK WITH 2" FLANGES W/(2) #10 (6) #9 x 1 1/4" STRONG DRIVE �r WOOD SCREW INTO BLOCKING W/2" MIN. WOOD SCREWS INTO BLOCKING & TOP TRACK 54 MIL UNPUNCHED OUTER GGO 5/8" FIRE RATED DRYWALL @ BOTH EMBED. @ 32"O.C. FOR PART COND "A" & FLOOR JOIST FOR COND. "A" & "B", 10TRACK WITH 2" FLANGES W/(1) #10 J� SIDES. TYPE °S" DRY-WALL "B" @ 16" O.C. FOR PART. COND "C" & "D" x (8) #9 x 1 1/4"WOOD SCREWS INTO WOOD SCREW INTO EA. JOIST& @ 16" �� SCREWS @ 8 OC TO VERT EDGES Q BLOCKING FOR COND "C" & "D" \ O.C. FOR PART COND "A" & "B"@ 8" O.C. & 12" OC TO INTERMEDIATE STUDS. TYP. zi FOR PART. COND "C" & "D"W/2" MIN. S11(T�AGGE22R44 (�C Eq S�pE ROOF/ FLOOR JOIST @ � N N�INTSUD F�UNI4EF�TO FLOOR W/ 48"O.C. MAX ROOF/FLOOR JOIST @ x BED 20 GA 3-5/8' MTL STUD BRACING 48" O.C. MAX O�r HILTI X U FASTENERS, 1 1/4" MIN (1) # 10 S.M.S. @ EA. �/ @ 48" O.C.. ATTACH TO PARTITION ©2011 STARBUCKS COFFEE PENETRATION @ 32"O.C., MAX STUD @ EA. SIDE o FRAMING W/3/8" PAN HEAD TYPE 1" GAP N (L.A.R.R. #25675/ ICC ESR#2269) "S" SCREWS. USE LATERAL (1) # 10 S.M.S. @ EA. 20 @ 48A O C8 ATTACH TO PARTITION STARBUCKS COFFEE V " MTL STUD BRACING INNER DEEP LEG BRACING WHEN PARTITION STUD @ EA. SIDE P` EXIST CONC SLAB TRACK TO MATCH FRAMING DOES NOT ATTACH TO INNER DEEP LEG TRACK o FRAMING W/3/8" PAN HEAD TYPE COMPANY WALL STUD SIZE & ROOF STRUCTURE TO MATCH WALL STUD "S" SCREWS. USE LATERAL P GAGE (L.A.R.R. #25529/ ICC ESR-2620) SIZE & GAGE z z BRACING WHEN PARTITION 2401 UTAH AVENUE SOUTH PARTITION WALL STUD --`----- PARTITION WALL STUD N ROOFFRAMISTRUNG OCTUREES ATTACH TO SEATTLE, WASHINGTON 98134 @ 16"O.C. MAX z z @ 16"O.C. MAX (L.A.R.R. #25529/ ICC ESR-2620) (206) 318-1575 441 � � SUSPENDED CLG (WHERE OCCURS) N �— _ — THESE DRAWINGS AND SPECIFICATIONS ARE SECTION AT FLOORCONFIDENTIAL AND SHALL REMAIN THE SOLE PARTITION WALL PARALLEL TO JOIST ABOVE PROPERTY OF STARBUCKS CORPORATION,WHICH IS PARTITION WALL PERPENDICULAR TO JOIST ABOVE THE OWNER OF THE COPYRIGHT IN THIS WORK. *Scale:NEW PARTITION WALL TO STRUCTURE THEY SHALLNOTREPRODUCED (IN WHOLEORIN 1" - 1'-0" PART), SHARED WITH THIRD PARTIES OR USED IN AN MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE i EXISTING SLAB NEW FLOOR PATCH EXISTING SLAB MTL STUDS (PER WALL TYPE) @ 16" AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE O.C. TO UNDERSIDE OF ROOF — + CONDITIONS. NEITHER PARTY SHALL HAVE ANY UI TO MATCH ADJ. EXISTING STRUCTURE, TO MIN OF 6"ABOVE OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT CONC. AT UTILITY SUSP CLG OR TO UNDERSIDE OF STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS (N) #4 @ 24" O.C. EXIST SOFFIT OR CLG. MTL STUDS TO FULLY EXECUTED BY BOTH PARTIES. E TRENCH AREA EACH WAY MEET ESR-2281. G GRILL INTO (E) � VO VO 5" MIN. 9" MIN. (MAX.)( ) -% ARCHITECT OF RECORD CONC. SLAB 5/8" FIRE RATED DRYWALL, BOTH EXISTING ROOF 20 GA 3-5/8" MTL STUD BRACING ` `� ` `� SIDES, TO MIN OF 6" ABOVE CLG. STRUCTURE @ 48" OC. ATTACH TO PARTITION o� V V TYPE "S" DRYWALL SCREWS @ 8" �, TYP. FRAMING & ROOF STRUCTURE o/ o 11 IN, �` a OC TO VERTICAL EDGES & 12" OC > '_ • MIN. 4 #10 SCREWS. PAN HEAD = > TO INTERMEDIATE STUDS. ALTERNATE TYPE "S" SCREWS. USE LATERA v STAGGER JOINTS 24" OC, EA SIDE BRACE LOCATION BRACING WHEN PARTITION Cz CDf (ESR 2281) z_ FRAMING DOES NOT ATTACH T `" 000 �� r NAIL STUD RUNNER TO FLOOR W/ `° ROOF STRUCTURE. (ESR 2281) �� ;, ,- y•-_. y, -�. :.y; ;,,;,-ti :, -;: <_, ,,,� ;�„; _.,- HILTIXUFASTENERS, 11/4" MIN mcg architecur X IIIIII IIII� IW� �� k`i , -l�it =,1�11� III III III PENETRATION @ 32" O.C., m G = = = = 1i1a 1� f III= •(fld�'li�'=1 — — — — MAXIMUM. 111 Pacifica, Suite 280, Irvin, CA 92618 (n P�'� P�'� III III III III III III III (L.A.R.R. #25675/ ICC ESR#2269) P:949.553.1117 F:949.474.7056 I_=1 11=1 I I—III—I 11=1 I I-1 I I III— 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 I I I I=1 11-1 I I CV �`� �`� ” III ITi- -III " EXIST CONC SLAB SUSPENDED CLG, AS OCCURS. C SEE CLG PLAN (SHEET A3.0) FC R ARCHITECT STAMP rn LAP NEW VAPOR NEW 5/8" DIA. DOWELS X 18" LONG COMPACT CLG HEIGHTS aSE0 ARCH BARRIER O/ EXISTING @ 24"O.C. SMOOTH STEEL SLIP SUBGRADE Wfly� N MIN OF 6" SET IN SAND DOWELS - DRILL AND EPDXY INTO iL EXISTING FLOOR SLAB SECTION AT FLOOR SECTION AT CEILING S TRENCH DETAIL NEW PARTITION WALL TO 6" ABOVE CEILING p_ ,2019 IL ii eMe L 1'-0" scale: 1" = V-0" pF �Fp U �-- C� U Q N O i i O 75 LU Q O O O O O ctrl vJ� vJ� vJ� vJ� vJ� U �0� �0'� w C'0 L , ro � ro Cl) O 06 LU o Q Sz z Q C)S �I w 0 w � 00 O z O N Q T 5 x co 0I STORE #: 11830 c i cPROJECT #: 37913-049 N CASEWORK CONCEPT: CORE U) ISSUE DATE: V PROGRAM MANAGER: M.DREBIKA U STORE DESIGNER: T.MARINIC m LEEDOAP: N/A Q CHECKED BY: I) MCG PROJECT#: 19232 6OUN � � VO MCG PROJ. MANAGER: C.LEE41P41P MCG PROJ. SPECIALIST: SPAR K ON 0"'\0vOvOvO Revision Schedule rn --\-`O�` �`O�` O�` O�``" �` Rev Date By Description Q SSP P P P P W`�) W`E' W`E' W\E' SHEET TITLE: CONSTRUCTION `-) DETAILS 0 SCALE:AS SHOWN T T N SHEET NUMBER: co T 50 T