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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. @ ,� "A" &"B", 8 #9 x 1 1/4"WOOD SCREWS INTO EA. SIDE EA. STUD 2X FULL HT. BLOCKING WITH MTL STUDS (PER WALL TYPE) @ O `, @ 16" OC TO UNDERSIDE OF ROOF BLOCKING FOR COND "C" &"D"TYP. SIA34 EQ. @ EA. �' 1" GAP SIDDEE @ @ E EA. END, TYP _ (L.A.R.R. #25128/ ICC ESR-2620) TOP TRACK 54 MIL UNPUNCHED OUTER PLYWOOD SHEATHING TRACK WITH 2" FLANGES W/(2)#10 \ PLYWOOD SHEATHING _ STRUCTURE (6)#9 x 1 1/4" STRONG-DRIVE O WOOD 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 ` � 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" v SCREWS @ 8 OC TO VERT EDGES Q BLOCKING FOR COND "C" & "D" � / O.C. FOR PART COND "A" &"B" @ 8" O.C. �O & 12" OC TO INTERMEDIATE STUDS. / g STAGGER ROOF/FLOOR JOIST @ N TYP. FOR PART. COND "C" &"D"W/2" MIN. A` 61pINTs 24' oC �q glpE 48" O.C. MAX ROOF/FLOOR JOIST @ BED 11 STUD RUfUNER TO FLOOR W/ 20 GA 3-5/8" MTL STUD BRACING X O`v 0 0 48" O.C. MAX Q ©2011 STARBUCKS COFFEE HILTI X-U FASTENERS, 1-1/4" MIN (1)# 10 S.M.S. @ EA. @ 48" O.C.. ATTACH TO PARTITION 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 GA 3-5/8" MTL STUD BRACING STARBUCKS COFFEE INNER DEEP LEG BRACING WHEN PARTITION STUD @ EA. SIDE c c @ 48" O.C.. ATTACH TO PARTITION 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 C P GAGE i (L.A.R.R. #25529/ ICC ESR-2620) SIZE & GAGE z z BRACING WHEN PARTITION 2401 UTAH AVENUE SOUTH PARTITION WALL STUD _' z z FRAMING DOES NOT ATTACH TO SEATTLE, WASHINGTON 98134 @ 16" O.C. MAX z Z —_�----- PARTITION WALL STUD co N ROOF STRUCTURE (206) 318-1575 SUSPENDED CLG (WHERE OCCURS) @ 16" O.C. MAX I (L.A.R.R. #25529/ ICC ESR-2620) Q0 N THESE DRAWINGS AND SPECIFICATIONS ARE SECTION AT FLOOR — CONFIDENTIAL AND SHALL REMAIN THE SOLE PARTITION WALL PARALLEL TO JOIST ABOVE PROPERTY OF STARBUCKS CORPORATION, PARTITION WALL PERPENDICULAR TO JOIST ABOVE WHICH IS THE OWNER OF THE COPYRIGHT IN THIS 16 NEW PARTITION WALL TO STRUCTURE WORK. THEY SHALL NOT BE REPRODUCED (IN scae 1" - 1'-0" WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY 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 MTL STUDS (PER WALL TYPE) @ 16" DESIGN INTENT FOR A PROTOTYPICAL O.C. TO UNDERSIDE OF ROOF STARBUCKS STORE (WHICH IS SUBJECT TO STRUCTURE, TO MIN OF 6"ABOVE CHANGE AT ANYTIME)AND DO NOT REFLECT SUSP CLG OR TO UNDERSIDE OF ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL EXIST SOFFIT OR CLG. MTL STUDS TO HAVE ANY OBLIGATION NOR LIABILITY TO THE MEET ESR-2281. OTHER (EXCEPT STATED ABOVE) UNTIL A vO G 5/8" FIRE RATED DRYWALL, BOTH EXISTING ROOF 20 GA 3-5/8" MTL STUD BRACING T�p�gRTI�- ` `� vO SIDES, TO MIN OF 6' ABOVE CLG. STRUCTURE @ 48"OC.ATTACH TO PARTITION ARCHITECT OF ORD V C3 w FRAMING & ROOF STRUCTURE W/ _ c L O ` `CJ TYPE "S" DRYWALL SCREWS @ 8" MIN. 4-#10 SCREWS. PAN HEAD o > o O 1\0 J� v OC TO VERTICAL EDGES & 12" OC • `v _ `O TO INTERMEDIATE STUDS. ALTERNATE V �1 TYPE "S" SCREWS. USE LATERAL l c, 0 �� STAGGERS )JOINTS 24" OC, EA SIDE BRACE LOCATION BRACING WHEN PARTITION N z_ FRAMING DOES NOT ATTACH TO U O P��' O�� NAIL STUD RUNNER TO FLOOR W/ CO ROOF STRUCTURE. (ESR-2281) 06 `" 'C� HILTI X-U FASTENERS, 1-1/4" MIN O PENETRATION @ 32" O.C., mcg architecur MAXIMUM. 111 Pacifica, Suite 280, Irving, CA 92618 (L.A.R.R. #25675/ ICC ESR#2269) \ P:949.553.1117 F: 949.474.7056 � 1 C P EXIST CONC SLAB SUSPENDED CLG, AS OCCURS. cc ^ SEE CLG ( ) ARCHITECT STAMP N SHEET A3.0 FOR CLG HEIGHTS Sd � WI U) W\ o� SECTION AT FLOOR SECTION AT CEILING N gco Ar 7NEW PARTITION WALL TO 6" ABOVE CEILING P 2a,� e Scale 1"= 1'-0" _ - > N IY i FLOOR SINK SET FLUSH U WITH TOP FIN FLR A v CAULK JOINT vO NTHIN SET CERAMIC VO X TILE, TYP O �O O x S� ,� O� v ` �� _ Q o o CONC INFILL AND CORE O'C �O ` �PV O U o o \ FOR BELOW DECK `` `_ V 21Q T Q o Doo, o Q o UTILITIES Vv O�� �� \4 Q PP� LLI� �_ (y)O NO-HUB CONNECTION ` P` �`� w O W\E' Q U o Q z 06 0 W\E' 1-- U `� 06 \ 3"TAIL PIECE t ` W W 0' 4-+ ti U CIO FLo m LOOR SINK DETAIL U 18 STORE #: 5875 x scale NOT TO SCALE C0 PROJECT #: 08798-038 U) o� CASEWORK CONCEPT: CORE N ISSUE DATE: O DRYWALL FRAMING DESIGN MANAGER: M. MONTENEGRO i LEEDS AP: TAPE AND SPACKLE _ PRODUCTION73 @ABY. SCREW O cc� MCG PROJECT#: 16420 O VO J MCG PROJ. MANAGER: C.LEE FRY REGLET CORNER GO ``w �J Q MCG PROJ. SPECIALIST: L.COSTA TRIM MODEL#DMCT- ` `4 v O� ` ` O 375 O� V �O I � PVV Revision Schedule �` P�V Pvv ��O Rev Date By Description P�' ,e\N FRAMING O N O TAPE AND SPACKLE75 Q SCREW TYP o ` J �� SHEET TITLE: CD (TYP) -= w �S P ��` �� CONSTRUCTION 0 0 n FRY REGLET CORNER DETAILS TRIM MODEL#DMCT- :- ti 375 SCALE:AS SHOWN FRY REGLET CORNER TRIM SHEET NUMBER: U (�7) N Scale 6"= V-0" —5001