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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 /> SIDES. TYPE "S" DRY-WALL "B" 16" O.C. FOR PART. COND "C" & "D" <br /> SAO @ (8)#9 x 1 1/4"WOOD SCREWS INTO WOOD SCREW INTO EA. JOIST&@ 16" <br /> J SCREWS @ 8" OC TO VERT EDGES X <br /> C) Q BLOCKING FOR COND "C" &"D" O.C. FOR PART COND 'A" &"B" @ 8" O.C. <br /> N & 12" OC TO INTERMEDIATE STUDS. g <br /> ' �`O STAGGER ROOF/ FLOOR JOIST @ / j TYP. FOR PART. COND "C" & "D"W/2" MIN. <br /> N `_ QINTg 24' pC �q glpE 48" O.C. MAX � BED R <br /> HIL STUD RUNNER TO'FLOOR W/ 20 GA 3-5/8" MTL STUD BRACING ROOF/FLOOR JOIST @ <br /> ` V HILTI X-U FASTENERS, 1-1/4" MIN 48" O.C.. ATTACH TO PARTITION 48" O.C. MAX 2 ©2011 STARBUCKS COFFEE <br /> _`PV (1)# 10 S.M.S. @ EA. @ <br /> N `V PENETRATION @ 32" O.C., MAX 1" GAP <br /> � (L.A.R.R. #25675/ ICC ESR#2269) STUD @ EA. SIDE S' SCREWS. USE LATERAL <br /> TYPE (1)# 10 S.M.S. @ EA. � 20 GA 3-5/8" MTL STUD BRACING <br /> V� INNER DEEP LEG BRACING WHEN PARTITION STUD @ EA. SIDE ° ° @ 48" O.C.. ATTACH TO PARTITION STARBUCKS COFFEE <br /> EXIST CONC SLAB TRACK TO MATCH FRAMING DOES NOT ATTACH TO INNER DEEP LEG TRACK °TO MATCH WALL STUD FRAMING W/3/8" PAN HEAD TYPE COMPANY <br /> >N WALL STUD SIZE & ROOF STRUCTURE "S" SCREWS. USE LATERAL <br /> GAGE (L.A.R.R. #25529/ ICC ESR-2620) SIZE &GAGE z z BRACING WHEN PARTITION 2401 UTAH AVENUE SOUTH <br /> PARTITION WALL STUD FRAMING DOES NOT ATTACH TO <br /> SEATTLE WASHINGTON 98134 <br /> @ 16" O.C. MAX z --`----- PARTITION WALL STUD N ROOF STRUCTURE <br /> SUSPENDED CLG (WHERE OCCURS) @ 16 O.C. MAX (L.A.R.R. #25529/ ICC ESR-2620) (206) 318-1575 <br /> Uco <br /> — _____— THESE DRAWINGS AND SPECIFICATIONS ARE SECTION AT FLOOR N CONFIDENTIAL AND SHALL REMAIN THE SOLE <br /> 06 PARTITION WALL PARALLEL TO JOIST ABOVE PROPERTY OF STARBUCKS CORPORATION, WHICH IS <br /> U-) PARTITION WALL PERPENDICULAR TO JOIST ABOVE THE OWNER OF THE COPYRIGHT IN THIS WORK. <br /> NEW PARTITION WALL TO STRUCTURE THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN <br /> til 6PART), SHARED WITH THIRD PARTIES OR USED IN AN <br /> O MANNER ON OTHER PROJECTS OR EXTENSIONS TO <br /> (V Scale: 1" = V-0" <br /> THIS PROJECT WITHOUT THE PRIOR WRITTEN <br /> O CONSENT OF STARBUCKS CORPORATION. THESE <br /> X DRAWINGS AND SPECIFICATIONS ARE INTENDED TO <br /> m EXPRESS DESIGN INTENT FOR A PROTOTYPICAL <br /> �I DRYWALL FRAMING + <br /> _ EXISTING SLAB NEW FLOOR PATCH EXISTING SLAB STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE <br /> CO MTL STUDS (PER WALL TYPE) @ 16" AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE <br /> N TAPE AND SPACKLE Ir <br /> TO MATCH ADJ. EXISTING O.C. TO UNDERSIDE OF ROOF — + CONDITIONS. NEITHER PARTY SHALL HAVE ANY <br /> O TYPSTRUCTURE, TO MIN OF 6"ABOVE OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT <br /> s SUSP CLG OR TO UNDERSIDE OF STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS <br /> p (N) CONC. AT UTILITY FULLY EXECUTED BY BOTH PARTIES. <br /> N SCREW #4 @ 24" O.C. EXIST SOFFIT OR CLG. MTL STUDS TO <br /> TRENCH AREA EACH AY ) MEET ESR-2281. <br /> �. DRILL INTO E <br /> N FRY REGLET CORNER ;.` _,- `,'=- (MAX.)W CONC. SLAB 5/8" FIRE RATED DRYWALL, BOTH EXISTING ROOF <br /> �I TRIM MODEL 5 MIN. 9 MIN. SIDES, TO MIN OF 6"ABOVE CLG. STRUCTURE 20 GA 3-5/8" MTL STUD BRACING ARCHITECT OF RECORD <br /> I @ 48"OC. ATTACH TO PARTITION _ <br /> #DMCT-375 TYP. TYPE "S" DRYWALL SCREWS @ 8" FRAMING & ROOF STRUCTURE / > <br /> U C U C <br /> OC TO VERTICAL EDGES & 12" OC MIN. 4-#10 SCREWS. PAN HEAD u > o • <br /> a TO INTERMEDIATE STUDS. ALTERNATE <br /> TYPE "S" SCREWS. USE LATERA v <br /> FRAMING a� a STAGGER JOINTS 24" OC, EA SIDE BRACE LOCATION BRACING WHEN PARTITION <br /> (n C-- ,a : --� (ESR-2281) z_ FRAMING DOES NOT ATTACH TC <br /> `" <br /> NAIL STUD RUNNER TO FLOOR W/ CO ROOF STRUCTURE. (ESR-2281) <br /> _ HILTI X-U FASTENERS, 1-1/4" MIN <br /> TYP y, ,: mcg architecur <br /> d TAPE AND SPACKLE =�, � - ''"��:, c''� •`;: -`�'' PENETRATION 32" O.C., <br /> o o `` lW�,�; �J�k # , ��`7-l�`it �,1 1� @ 111 Pacifica, Suite 280, Irving, CA 92618 <br /> cn =III=III=III —III—I H_i 5 h— �-rI I I — h1�f,-.Id�'li I=1 1=III— =III=III MAXIMUM. <br /> III III III III III III III 11 III III (L.A.R.R. #25675/ ICC ESR#2269) P:949.553.1117 F:949.474.7056 <br /> cr; I- <br /> 1/4"THICK —� -, Iia l Iil =III III I=III=III=I I I=I I I=I I =III =I <br /> GUSSET PLATE, TYP. SCREW (TYP) o EXIST CONC SLAB SUSPENDED CLG, AS OCCURS. <br /> SEE CLG PLAN (SHEET A3.0) F R ARCHITECT STAMP <br /> LL <br /> o o '` a LAP NEW VAPOR NEW 5/8" DIA. DOWELS X 18" LONG COMPACT CLG HEIGHTS <br /> d FRY REGLET CORNER BARRIER O/ EXISTING @ 24"O.C. SMOOTH STEEL SLIP SUBGRADE �G� GE WIN <br /> TRIM MODEL MIN OF 6" SET IN SAND DOWELS - DRILL AND EPDXY INTO V P k<�� <br /> #DMCT-375 EXISTING FLOOR SLAB SECTION AT FLOOR SECTION AT CEILING ., <br /> - '1839 <br /> GUSSET DETAIL FRY REGLET CORNER TRIM TRENCH DETAIL NEW PARTITION WALL TO 6" ABOVE CEILING 9) ' <br /> scale: 3 - 1 -0 scale: 6 - 1 -0 scale: 1 1/2 - 11-01, scale: 1 = V-0° CALIFOQ`� <br /> U <br /> c 2X6 BLK'G (FLAT) @ EA. <br /> v SCREW CONN. WITH <br /> SIMPSON A34 OR EQ. @ <br /> Q <br /> < EXISTING ROOF EA. SIDE @ EA. STUD <br /> O STRUCTURE <br /> 20 GA 3-5/8" MTL STUD BRACING @ 48" OC. ATTACH TO <br /> z PARTITION FRAMING & ROOF STRUCTURE W/ MIN. (3) 3/8" PAN <br /> Q HEAD TYPE "S" SCREWS. USE LATERAL BRACING WHENALTERNATE Q <br /> UI PARTITION FRAMING DOES NOT ATTACH TO ROOF <br /> BRACE LOCATION CJ�O ` <br /> O STRUCTURE. (ICC ESR-2620) Vb�Q Q <br /> 0 SUSPENDED CLG, AS OCCURS. Vv Vv <br /> SEE CLG PLAN FOR CLG O& <br /> HEIGHTS � �`O � pi Q <br /> w Q LLl Q z <br /> GQ = = O <br /> u7 1 W\E, W\El H H U <br /> NOTES U <br /> I 1503 U U <br /> W W O <br /> CIAO 1O V-7"AFF (CW SUPPLY) Q LO Q � <br /> A_j 2O V-6"AFF (CWF SUPPLY) <br /> m v <br /> �I �1 \AO 3O 1'-5"AFF (HW SUPPLY) STORE #: TBD <br /> co PROJECT #: 85426-001 <br /> N <br /> N O�P <br /> p 4O VARIES: 1/4" PER FT. FALL (ABS 2"WASTE LINE) CASEWORK CONCEPT: CORE <br /> U) ISSUE DATE: <br /> PROGRAM MANAGER: <br /> oo STORE DESIGNER: S.BLEVINS <br /> m LEED�AP: N/A <br /> ci BACKBAR TILE @ EXPOSED WALL <br /> Q <br /> ` SURFACE BETWEEN BASE OF STORAGE CHECKED BY: <br /> CUBBY AND TOP OF BACKSPLASH WITH <br /> U) ` 1/4" GREEN BOARD TILE SUBSTRATE BY GCC�O �i MCG PROJECT#: 19236 <br /> O MCG PROJ. MANAGER: C.LEE <br /> SOLID SURFACE COUNTERTOP <br /> O - <br /> O� MCG PROJ. SPECIALIST: SKIM <br /> A` v <br /> N W/ INTEGRAL BACKSPLASH ` `v <br /> 0 ` �� O Revision Schedule <br /> d 2'-10"A.F.F. (BACKBAR COUNTERTOP VIN <br /> w� Rev Date By Description <br /> O <br /> N <br /> \ 1 � ELECTRICAL <br /> OUTLET <br /> — _ NSP <br /> 73 W J SHEET TITLE: <br /> co N W, CONSTRUCTION <br /> co <br /> N <br /> DETAILS <br /> �j TILE BASE; SCALE:AS SHOWN <br /> CD SEE DETAILS <br /> NON 1105 <br /> O SHEET NUMBER: <br /> (�*N WALL SECTION AT BACKBAR - SHELVES <br /> F <br /> N Scale: 3/4" = V-0" I502 <br />