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0 0 I I CEILING JOIST - I I MAX SPAN (O.C.) DESIGNATION MAX SPAN (O.C.) DESIGNATION I I UP TO 5'-0" 12" 1626125-33 15/8"20 GA UP TO 12'-6" 12" 4005162-43 4" 1 B GA I I UP TO 4'-9" 16" 1625125-33 15/8"20 GA UP TO 11'-3" 16" 40OS162-43 4" 18 GA UP TO T-9" 24" 16213125.33 15/8"20 GA I UP TO 91-9' 24" 40013162-43 4" 18 GA I ____I UP TO 7'-3" 12" 2508125.33 212"20 GA UP TO 1214" 12" 6WS16243 8" 18 GA ©x011 sTARsucKs COFFEE COMPANY o UP TO 6'-3" 16" 25OS125-33 2112'20 GA UP TO 15'-6" 16" 600S162-43 6" 18 GA of I I UP TO 5'3" 24" 2505137-33 212"20 GA rn 35/8"OR6"SLOTTEDSUPTRACK CONNECT I UPT013'-0" 24" 60013162.43 8" 18 GA STARBUCKS COFFEE TO(E)STRUCT.W/FASTENER HILTI X-U 22MM I I (2)#8 PER LAP,TVP. I STRUCTURE ABOVE V.LF. UP TO 10'3' 12" 3505137-33 Or 36213137-33 312'Ofl39o8' = LONG, W/4 MM DIAMETER@16"O.C.C. I 1 1 ( ) MGA OR3 UPT021'-6" 12" 80013162.43 8" 18 GA COMPANY ICC-ESR#1042,LARR#25675 I 1 5 5/8"x 20GA MTL STUDS @ 16" UP TO 9'-4" 16" 35OS137-33 (or 362S13733) Irz'wflon�r UP TO 19'-W 16" 80OS162-43 8" 18 GA 2401 UTAH AVENUE SOUTH 0 I I 0CIWOR35418' SEATTLE, WASHINGTON 98134 m I I UP TO 7'-9" 24" 3503137-33 or 3625137-33 20 GA UP TO 16'-0" 24" 8005762.43 8" 18 GA -p ACT W IRE TIE (206) 318-1575 m ) UP TO 11'-0" 12" 4005137-33 4" 20 GA Cr UP TO 9'-9" 16" 4005137-33 4" 20 GA THESE DRAWINGS AND SPECIFICATIONS ARE L I I CONFIDENTIAL AND SHALL REMAIN THE SOLE 2 I j I UP TO 8'-0" 24" 4005137-33 4" 20 GA PROPERTY OF STARBUCKS CORPORATION, Q V I WHICH IS THE OWNER OF THE COPYRIGHT IN 1 0 /( io THIS WORK. THEY SHALL NOT BE ^0 10 0 1 . SEE RCP FOR ICC ESR - 3064P REPRODUCED (IN WHOLE OR IN PART),SHARED 0 4"x 18 GA. DIAG. MTL. I I ELEV. NOTE: ALL JOISTS INDICATED ARE STEEL STUD MANUFACTURER'S ASSOCATION (SSMA).THIS TABLE DESIGNATES JOISTS FOR SINGLE SPAN WITH THIRD PARTIES OR USED IN ANY MANNER 00 I i I TO B.O.CLG. ON OTHER PROJECTS OR EXTENSIONS TO THIS BRACING @ 48"O.C.CEMCO LIGHT i 1, ONLY,WITH MAXIMUM DESIGN LOAD OF 10 PSF L.L 8 20 PSF D.L.THE JOISTS IN THIS TABLE ARE NOT TO BE LOADED AXIALLY AND ARE LATERALLYPROJECT WITHOUT THE PRIOR WRITTEN o GA. LARR#24923 I I BRACED AT THIRD POINTS (OR CONTINUOUSLY SHEATHED). DEFLECTION LIMIT IS BASED ON L240. STRENGTH IS BASED ON Fy OF 33KSI CONSENT OF STARBUCKS CORPORATION. to C13 I I CAFE ACT CEILING THESE DRAWINGS AND SPECIFICATIONS ARE I I . TECTUM TILE,AS INTENDED TO EXPRESS DESIGN INTENT FOR A I 1.n I I ' SCHEDULED TO PROTOTYPICAL STARBUCKS STORE(WHICH IS I' N I I ' SUBJECT TO CHANGE AT ANYTIME)AND DO I I It. NOT REFLECT ACTUAL SITE CONDITIONS. V NEITHER PARTY SHALL HAVE ANY OBLIGATION o I I . C NOR LIABILITY TO THE OTHER(EXCEPT STATED 18 GA TRACK W/2-#10SMSTUD I I W CEILING JOIST METAL STUD TABLE 01 ABOVE) UNTIL A WRITTEN AGREEMENT IS EA. STUD I I I FULLY EXECUTED BY BOTH PARTIES. r I I i SCALE: 1"=V011 2I Q I I STARBUCKS TEMPLATE VERSION 12017.05.18 0 00 I to SEE RCP FOR i� � I • • ELEV._ - --_-1___-----___-__ ___ • - ty TO B_-O. CLG. BN20GA MTL STUDS N GYPSUM SOFFIT @16"OC 5858 Wilshire Blvd #200 T: 323.954.8996 E FINISH Los Angeles, CA 90036 F: 323.954.8965 0 www.valerloinc.com • info@valerioinc.com ENGINE SOFFIT DETAIL GA 5p1 ftdkm FY �" 5a1 0 03 rig 11120 fa,6 uJ® IM2a vz4o Lu® ARCHITECT n O 12 9'0' Tr 8,8' V If re 14'T1 IT re OFRECORD '�� ARc�` SCALE: 1 1/2"= 1'-0" 1 01'11 V9L 1J 162512518 33 28 16 219 r1P 6'1' 1005125-18' 33 28 i6 1210'¢ 12'10'¢ 12'3'¢ i N 24 6,4' 6'1' SB 24 795. '0'50. I37- C 12 1113' W2' 7.70• U 2 02422 . O n p � 1625125-221 33 24 16 10'3' 8'21 Ti- 4W5125-2/ 33 2A t6 121 3' 1617 +12' r+ 024228 y U 24 Iry TV firs' 24 14'1' 14'1' 1TV a EXPIRES O 12 11'8' TY 9.1' 12 21'5' 18,F 16'1' 731-19 Q- 162Si830 33 22 16 10'r 8.5' T4' 400SM30 33 22 24 IV 61 IV 1S 2' 14']• ITT- 6 n 8'it' 214' 6'S' - CAL In 12 23'2' 19'0' 167 12 12'0' 96' 8'1' 400SI2533 33 20 16 201V 1T3' 1511' 16MI25M 33 20 16 Will- r TT 00 00 24 MM 217' 6'7• n 16'1° 151• 13'2' 0 t2 1118' 10'6' 9'2' gep$1863 33 18 ifi 23'9' 110• 16'S 250518-18 33 8 16 10'2' SEP 8.4• (8,11 12 1517 12!' 10'10' 22 2T 11 155' 14'4' 72 2711' 22'2• '4'.' N 250.5125-27 33 24 16 1316' irr 9'10' 400512554 50 18 i6 254' 202' M Iry 9'10' 8'7• n ID 1TT 10 8 d 00 1 12 1r1• 12,T 11.2• i2 HID238' 20.9• 250SI25-30 33 22 is 14'6 11'7' 10'2' 400512530 50 14 16 2T 2• 21'6' IF IV VJ UI I x 11.101 10.2' 9.1o• I 1 1 24 1 23'8-12 22.10' 21.2' Cn N aM0 I n 12 11.7' 13'r 11•x• Q Lf') 25MI25-M 33 20 16 IFF 12'1. Ir6' S50.SRS2]` ?3 26 ifi 8'e' 20'8' 19'3' O� 0 I 24 12'8' 1011. 8,2' n 16'11+ 16'10' '511• # 1 12 18'1' 14.v iTV 55851830 33 22 16 M,3• �6• 18'IP S Q N I 2505125-43 33 18 1fi 12- 13,x 11'5' M IF 2' 18,2' IFV O 24 14'4' 11'5' 9'11' � U I /2 irr 13'9' irr a 12 TT 9• 24'0' 21'6' 550512533 33 20 i6 24'1' 2TT 19,r ..X N ---01 1 O O 1 350S12545 33 28 16 it,It, 11'11' 11'0' 24 19'8' 19'6' 1211' 06 z I 1 24 8,9• 9'9' 1-7- 12 33.9' 26.11. 23'5' O 12 1816' 16'1' irr 55051863 33 18 ifi S 4' n•P 21'3' 0 2I STRUCTURE ABOVE V.I.F. I (2)#8 PER LAP,TYP. 1 3 5/8"OR 6"SLOTTED SLIPTRACK i 350SI25-27 33 24 N 1610, N•T 1Y9' '" 24 2C 0' 21'3' 1811. Q w Y 3 I CONNECT TO(E) STRUCT.W/ 1, 24 13'1' 12,T 11.1' 12 36'2• 29'9• 261' =1 1 I FASTENER HILTI X-U 22MM LONG, W t2 19117• is'r w 550512554 so 16 16 3710' zM 1' 22'9' W Q LL.I U .p S 5/8"x 20GA MTL STUDS @ 16" 1 /4 MM DIAMETER @ 16"O.C.C. 3s0512s-3o 33 zz 16 17-3• tsr 13•r 24 28.9• 22'9• IT n' Ijj O O N I OC I ICC-ESR# 1042, LARR#25675 1 e x trr 13.1. 14.6' u sere• irr Mir 2 0 V 21'5' 17'1• If IT' 55051838 So 14 is 35.2' 2TI1' m1. Q p (n Q w ACT WIRE TIE 3506125-33 33 20 Is 18'7 IFF ITT n 1 30'8• 24'4' 21'3' Z T CC O nQ I 12 23'6' 18'r IVY 600518-27` 33 24 16 21'6'. 21'Me 19we C.? U U Q s1 I 1 I 3505125.13 33 18 16 21'P tril' 14'1r 24 ITT, 1Tre IF lore ' MMV ' LO Q 1 \\ I 4"x 18 GA. DIAG.MTL 24 16.5• 14.10• irlt• 12 8'10• 252' 22'0• O LL O CT) Ov Q V 1 1 BRACING @ 48"O.C. CEMCO t2 291' 19111. try 6(10512530 33 22 19 M.3' 22.11' 2rr IrCO 11 SOY 1 \ 0 1 350Sf25-54 50 16 18 2211. 18'1. 15'10' 24 18,11• 18'11- Iry O. Q 0- � LL LL. uJ SEE RCP FOR \ o o I LIGHT GA. LARR#24923 V ELEV. \ I 24 19'11. 15'10' 13'10' 12 29'8' 21.2• 2210' - _ \ 1 I 12 21.10' 21'4' tMr 600512533 33 20 16 257 23'9' 21.9' �TO B.O.CLG. \ I 18 GA TRACK W/2-# 350x125-66 So 14 16 24.5• IV 16'11' 24 2x16' za'6' 18.1. STORE #: 10183 Ill \ I 10 SMS EA. STUD 24 21'4' 16,11• N Y u 356° 28,9' 251' I 1 I 12 14'0• 14'o• 1216• 600x125-43 33 18 16 30.9• zs•1• 21.10• PROJECT #: 27237-038 (75 CAFE ACT CEILING I 1 I 3625125-18 33 26 16 12'2• 12'T 11.4• 24 25'1 22.1. 11.u' CASEWORK CONCEPT: TECTUM TILE,AS I 24 VIt% 9.11-e wire 12 38'9• 30'9' 2FIr 6"x2OGA MTL STUDS 60osm8 50 16 16 35'31 2T IV MY ISSUE DATE: eD SCHEDULED TO 1 I I @16"OC i2 Is,to* 16,V 145• 1 I n 31.9• 24'6 2116' I 3szstz5-n 33 n t6 1s•4• 18,D. 13'1' DESIGN MANAGER: M. MONTENEGRO 0 I I M 13'4' 13'1* 1115' 12 4TY 33'0' 28'10• LEEDD AP: 1 I 60051868 SO 14 ifi 91 30'0' w r (p A. I 12 211'3' !]'r 14'10' w I I 36MI25-30 33 22 16 ITT 15'6' 13'V n 33•a• 11'2• 22'10• PROGRAM MANAGER: 24 1F4' 13'67 it-to- CHECKED BY: VALERIO WI u 21 17'r 154• 6 I 362512533 37 Z0 16 18'11' 16'1. N'r 1, STUD SPAN BASED ON NON LOAD BEARING PARTITION W1 NO APPLIED LOADS. 1/2" PLYWOOD BACKING I - 24 16.6' 14'0' iTr 2. ALL STUDS INDICATEDARE STEEL STUD MANUF.ASSOCIATIONANDAFFILIATED MANUF'S. Revision Schedule d 1 m 12 11'2' !9•r 16'9' IC ESR-3064P. 00 I Rev Date By Description WD0052 FINISH \ \ I 3625123-13 33 /B 16 IV to, 17'6 153' 3. ALL MATERIALS TO BE ICC APPROVED. o I I \ o I \ I t (E) DEMISING WALL n 19.10• 15'31 13'4' 05-23-18 SS 90 PERCENT CD SET cy I \ 0 1 \ } 1 \\ I \\ 1 /2 2513szslzss4 5o to 16 2315 tr1. I.S.-7- IV 3- 1 ----_____________ 12111. 06-06-18 SS 1ST SUBMITTAL SET SEE RCP FOR 1 \ I___ I SEE RCP FOR_ 24 8'6' tri' 14'2' _ ELEV. _ _ _ - - - _ - _ _ _ _ _ _ELEV._ Iz 111. z1.N' t9r 2 TO B.O. CLG. - I TO B.O.CLG. 362x12568 50 14 1s 25'1. IF N' 1T 5' 3 ! I n 21'11' tT6 15'2• WD0052 FINISH - I I SHEET TITLE: CEILING DETAILS EL 0 2'' 3 m <D SCALE:AS SHOWN cD SOFFIT AT CAFE DETAIL 04 METAL STUD TABLE 02 SHEET NUMBER: C SCALE: 11/2"= 1'-0" ' " SCALE: 1"=1 -0I-C�J1 0 J I