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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. @ MTL STUDS (PER WALL TYPE)@ "A" &"B", (8)#9 x 1 1/4WOOD SCREWS INTO EA. SIDE @ EA. STUD 2X FULL HT. BLOCKING WITH " .► SIMPSON A34 OR EQ. @ EA. 16" OC TO UNDERSIDE OF ROOF BLOCKING FOR COND "C" & "D"TYP. 1" GAP SIDE @ EA. END, TYP STRUCTURE TOP TRACK 54 MIL UNPUNCHED OUTER PLYWOOD SHEATHING (L.A.R.R. #25128/ ICC ESR-2620) TRACK WITH 2" FLANGES W/(2)#10 PLYWOOD SHEATHING = (6)#9 x 1 1/4" STRONG-DRIVE � vWOOD SCREW INTO BLOCKING W/2" MIN. WOOD SCREWS INTO BLOCKING & TOP TRACK 54 MIL UNPUNCHED OUTER 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 vsO SIDES. TYPE "S" DRY-WALL "B" @ 16" O.C. FOR PART. COND "C" & "D" (8)#9 x 1 1/4"WOOD SCREWS INTO ; ; WOOD SCREW INTO EA. JOIST&@ 16" SCREWS @ 8" OC TO VERT EDGES x � `O & 12" OC TO INTERMEDIATE STUDS. BLOCKING FOR COND "C" &"D" `_ STAGGER ROOF/FLOOR JOIST @ / j,, N TYP. FOR PART. COND "C" & "D"W/2" MIN. Vv QINTg 24' pC �q glpE 48" O.C. MAX / / BED HIL STUD RUNNER TO FLOOR W/ ° ° 20 GA 3-5/8" MTL STUD BRACING ROOF/ FLOOR JOIST @ X O 48' O.C. MAX I Q ` HILTI X-U FASTENERS, 1-1/4" MIN (1)# 10 S.M.S. @ EA. @ 48" O.C.. ATTACH TO PARTITION 4 2 ©2020 STARBUCKS COFFEE COMPANY PENETRATION @ 32" O.C., MAX STUD @ EA. SIDE ° 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 GA 3-5/8" MTL STUD BRACING INNER DEEP LEG BRACING WHEN PARTITION STUD @ EA. SIDE ° ° @ 48" O.C.. ATTACH TO PARTITION STA R B V C KS �G TRACK TO MATCH FRAMING DOES NOT ATTACH TO FRAMING W/3/8" PAN HEAD TYPE v EXIST CONC SLAB " INNER DEEP LEG TRACK 2401 UTAH AVENUE SOUTH WALL STUD SIZE & ROOF STRUCTURE S" SCREWS. USE LATERAL GAGE (L.A.R.R. #25529/ ICC ESR-2620 TO MATCH WALL STUD ) BRACING WHEN PARTITION SEATTLE, WASHINGTON 98134 PARTITION WALL STUD -----_ SIZE &GAGE z z FRAMING DOES NOT ATTACH TO (206) 318-1575 @ 16" O.C. MAX — PARTITION WALL STUD N ROOF STRUCTURE SUSPENDED CLG (WHERE OCCURS) @ 16" O.C. MAX (L.A.R.R. #25529/ ICC ESR-2620) THESE DRAWINGS AND THE PROJECT MANUAL SECTION AT FLOOR C° `V yam— — -- ARE CONFIDENTIAL AND SHALL REMAIN THE -- — — SOLE PROPERTY OF STARBUCKS PARTITION WALL PARALLEL TO JOIST ABOVE CORPORATION, WHICH IS THE OWNER OF THE PARTITION WALL PERPENDICULAR TO JOIST ABOVE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE 16 NEW PARTITION WALL TO STRUCTURE SHARED WIDTH DUCED TH RD PARTIES OR U(IN WHOLE ORIS DIN ANY MANNER ON OTHER PROJECTS OR Scale: 1" = 1'-0" EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DRYWALL FRAMINGEXISTING SLAB NEW FLOOR PATCH EXISTING SLAB - DESIGN INTENT FOR A PROTOTYPICAL MTL STUDS (PER WALL TYPE) @ 16" - STARBUCKS STORE (WHICH IS SUBJECT TO TAPE AND SPACKLE TO MATCH ADJ. EXISTING O.C. TO UNDERSIDE OF ROOF CHANGE AT ANYTIME)AND DO NOT REFLECT TYP I ACTUAL SITE CONDITIONS. NEITHER PARTY SUSP CLG OR TO UNDERSIDE OF (N) CONC.AT UTILITY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO SCREW TRENCH AREA I #4 @ 24" O.C. EXIST SOFFIT OR CLG. MTL STUDS TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A EACH WAY MEET ESR-2281. DRILL INTO (E) WRITTEN AGREEMENT IS FULLY EXECUTED BY FRY REGLET CORNER N N. A CONC. SLAB F _ (MAX.) 5/8" FIRE RATED DRYWALL, BOTH EXISTING ROOF BOTH PARTIES 5" MI 9" MI 20 GA 3 5/8" MTL STUD BRACING -, . " : SIDES, TO MIN OF 6"ABOVE CLG. STRUCTURE TRIM MODEL I @ 48" OC. ATTACH TO PARTITION #DMCT-375 TYP. TYPE "S" DRYWALL SCREWS @ 8" FRAMING & ROOF STRUCTURE W STARBUCKS TEMPLATE VERSION: i2020-01-31.1 OC TO VERTICAL EDGES & 12" OC MIN. 4 -#10 SCREWS. PAN HEAD TO INTERMEDIATE STUDS. ALTERNATE TYPE "S" SCREWS. USE LATERAL ARCHITECT OF RECORD __ _ STAGGER JOINTS 24" OC, EA SIDE BRACE LOCATION �� BRACING WHEN PARTITION FRAMING12 C-- _ ,aa --� (ESR-2281) 0 -2 a,FRAMING DOES NOT ATTACH TO L E a NAL STUD RUNNER TO FLOOR W / CO ROOF STRUCTURE (ESR-2281) I � E 1 TYP __ y.__, a ,:, _ HILTI X-U FASTENERS, 1-1/4" MIN " " TAPE AND SPACKLE , _ _ �' +�� '•'FL I I t� �, '" PENETRATION @ 32" O.C., <n 0 0 MAXIMUM. - —N—M-111-111 III III (L.A.R.R. #25675/ICC ESR#2269) 1/4"THICK SCREW TYP o III iI 111=111IiI III III III iTl =III—III— ,III= = III SUSPENDED CLG, AS OCCURS. m c g a r c h i t e c u r e GUSSET PLATE, TYP. ( ) - - _- III III III EXIST CONIC SLAB SEE CLG PLANA3.0 SHEET ( ) FO 15635 Alton Parkway, Suite 100, Irvine,CA 92618 0 o LAP NEW VAPOR NEW 5/8" DIA. DOWELS X 18" LONG COMPACT CLG HEIGHTS P: 949.553.1117 F: 949.474.7056 FRY REGLET CORNER BARRIER O/ EXISTING @ 24" O.C. SMOOTH STEEL SLIP SUBGRADE TRIM MODEL MIN OF 6" SET IN SAND DOWELS - DRILL AND EPDXY INTO ARCHITECT STAMP #DMCT-375 EXISTING FLOOR SLAB SECTION AT FLOOR SECTION AT CEILING DA c GUSSET DETAIL FRY REGLET CORNER TRIM TRENCH DETAIL �NIV PARTITION WALL TO 6" ABOVE CEILING GF-WIN 15 11 7 *Scale: 3" = V-0" *Scale: 6" = V-0" scale: 1 1/2" = V-0" scale: 1 = V-0" - '1839 2X6 BLK'G (FLAT) @ EA. SCREW CONN. WITH 9�F FO��~P CALIF SIMPSON A34 OR EQ. @ EXISTING ROOF EA. SIDE @ EA. STUD STRUCTURE 20 GA 3-5/8" MTL STUD BRACING @ 48" OC. ATTACH TO PARTITION FRAMING & ROOF STRUCTURE W/MIN. (3) 3/8" PAN 7 1/4" ALTERNATE HEAD TYPE "S" SCREWS. USE LATERAL BRACING WHEN BRACE LOCATION PARTITION FRAMING DOES NOT ATTACH TO ROOF 3" STRUCTURE. (ICC ESR-2620) > - Z L (2)#10 SHEET METAL g CONTINUOUS SCREWS TO STUD SUSPENDED CLG, AS OCCURS. ABOVE & BELOW SEE CLG PLAN FOR CLG cn BLOCKING, TYP EACH SHELF, TYP. HEIGHTS 3-1/2"W X 1/2"THICK 19 STEEL PLATE -TYP. V-2" w N 150 fV CV UI 60OS162-43 METAL + W Q C'4m DOUBLE STUDS AT A 777777777 Lr) 06 ATTACHMENT, TYP W 10" z a) NOTES J cn O Q 1/4"THICKGO GO LU � U GUSSET PLATE, TYP. 1'-7"AFF (CW SUPPLY) � UJI N + + O2 V-6"AFF (CWF SUPPLY) _`� ` _`� ` z LL Q Q ` `` `V ` ` `V m 5/16"THICK METAL O 1'-5"AFF (HW SUPPLY) Vv vv W W CO X BRACKETS ATTACHED N o 00 m TO EVERY OTHER STUD + + 4 VARIES: 1/4" PER FT. FALL ABS 2"WASTE LINE \0 O O Q O ��P` ��P` STORE #: 65246 N 4 BACKBAR TILE @ EXPOSED WALL CJ PROJECT #: 88584-001 N NOTES: SURFACE BETWEEN BASE OF STORAGE 'C�` 'C�` ISSUE DATE: 50% CD 1-29-21 CUBBY AND TOP OF BACKSPLASH WITH Z) METAL BACKETS AND SUFFICIENT BLOCKING BETWEEN STUDS 1/4" GREEN BOARD TILE SUBSTRATE BY GC DESIGN MANAGER: J. RAMOS U O SHALL BE PROVIDED FOR: PRODUCTION DESIGNER: E 1. 45LBS DEAD LOAD FOR LIQUID STORAGE OVER AND ABOVE SOLID SURFACE COUNTERTOP CHECKED BY: SKIM Y THE CASEWORK ITSELF. W/ INTEGRAL BACKSPLASH Revision Schedule 2. ALIVE LOAD OF A PARTNER EITHER PULLING AND/OR CLIMBING 2'-10"A.F.F. (BACKBAR COUNTERTOP)— — — — Rev Date B Description N ON THE CASEWORK. Y P V) 3. SEISMIC ACCELERATION CONDITIONS AT THE SITE. U ELECTRICAL OUTLET STUD WALL BLOCKING REQUIREMENTS: WOOD STUD WALLS REQUIRE MIN. 2'X6" (50MMX150MM)WOOD BLOCKING �— Q SECURED FLUSH TO STUD FACE WITH (3) 10D NAILS (OR EQUIVALENT) SHEET TITLE: METAL STUD WALLS REQUIRE MIN. 2"X6" (50MMX150MM)WOOD BLOCKING N CONSTRUCTION &i SECURED FLUSH TO STUD FACE WITH MIN. (3)#6 CT. 1.25" (30MM) SCREWS DETAILS (OR EQUIVALENT) TILE BASE; SEE DETAILS SCALE: AS SHOWN N ON 1-1109 CD IN UPPER SHELVES ATTACHMENT WALL SECTION AT BACKBAR - SHELVES SHEET NUMBER: N I ? Scale: 1 1/2" = V-0" 1 Scale: 3/4" = 1'-0" 1502