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STEEL DECK V 6x12 BLKG. <br /> SEE PLAN IN'HUC'HGR. =, <br /> 16 GA. <br /> CLOSURE PL <br /> STEEL DECK STEEL DECK <br /> SEE PLAN SEE PLAN 1/4 L 2 x 2 x 1/4 <br /> 1/4"THK. 2 1/4"THK. <br /> CAP PLATE — STEEL DECK CAP PLATE 5"x 3"x 1/4"THK. STEEL PLATE � <br /> 16 GA. SEE PLAN STEEL DECK w/5/8"0 M.B. 4" <br /> STEEL BEAM CLOSURE PL LSTEEL BEAM <br /> SEE PLAN SEE PLAN SEE PLAN PER <br /> CHANNEL STEEL DECK ©2017 STARBUCKS COFFEE COMPANY <br /> 15 SEE PLAN 3/16 2-12 (2) 1/2"0 LAG BOLTS <br /> STEEL CHANNEL (E)WALL STARBUCKS COFFEE <br /> SEE PLAN <br /> COMPANY <br /> 1/4"THK. STIFF. 2401 UTAH AVENUE SOUTH <br /> 1/4"THK.STIFF.—/ PLATE 3�� 2� STEEL CHANNEL SCALE: N.T.S. SEATTLE, WASHINGTON 98134 <br /> 6x8 BLKG. (206)318-1575 <br /> PLATE TYP. STEEL CHANNEL TYP. IN 'HUC'HGR. SEE PLAN <br /> 1/4 SEE PLAN 1/4 STEEL CHANNEL 1/2"0 LAG BOLTS THESE DRAWINGS AND SPECIFICATIONS ARE <br /> TYP <br /> SEE PLAN @ 32"O.C. CONFIDENTIAL AND SHALL REMAIN THE SOLE <br /> 0o 04 STEEL COLUMN 1/4 STEEL COLUMN TYP 1/4 PROPERTY OF STARBUCKS CORPORATION, <br /> N SEE PLAN SEE PLAN WHICH IS THE OWNER OF THE COPYRIGHT IN <br /> CV THIS WORK. THEY SHALL NOT BE <br /> REPRODUCED (IN WHOLE OR IN PART), SHARED <br /> U WITH THIRD PARTIES OR USED IN ANY MANNER <br /> rn ON OTHER PROJECTS OR EXTENSIONS TO THIS <br /> ROOF DECK PROJECT WITHOUT THE PRIOR WRITTEN <br /> 5 SCALE: N.T.S. PER PLAN CONSENT OF STARBUCKS CORPORATION. <br /> 0 1 SCALE: N.T.S. 2 SCALE: N.T.S. 3YSCALEN: .T.S. SCALE: N.T.S. THESE DRAWINGS AND SPECIFICATIONS ARE <br /> co <br /> INTENDED TO EXPRESS DESIGN INTENT FOR A <br /> 06 GUTTER PROTOTYPICAL STARBUCKS STORE (WHICH IS <br /> U BY OTHERS SUBJECT TO CHANGE AT ANYTIME)AND DO <br /> NOT REFLECT ACTUAL SITE CONDITIONS. <br /> U #10 TEK SCREWS NEITHER PARTY SHALL HAVE ANY OBLIGATION <br /> 0- @ 6"O.C. NOR LIABILITY TO THE OTHER(EXCEPT STATED <br /> C:) II II <br /> HSS BEAM ABOVE) UNTIL A WRITTEN AGREEMENT IS <br /> r— SEE PLAN FULLY EXECUTED BY BOTH PARTIES. <br /> LO 1/4 <br /> HSS COLUMN 3/16 ARCHITECT OF RECORD <br /> 00HSS <br /> PLAN HSS BEAM mcg architecture <br /> IN <br /> SEE PLA 070 �5 W <br /> 5/16"THK. END PLATE <br /> 000 5/8"0 WELDED STUD BOLTS T&B <br /> r U <br /> N 16 GA. STEEL DECK NOT SHOWN "' <br /> N CLOSURE PL FOR CLARITY FLASHING MITER 12 SCALE: N.T.S. 15635 Alton Parkway,Suite 100,Irvine,CA 92618 <br /> 16 GA. FULL HEIGHT POST <br /> N STEEL DECK STEEL BEAM SEE ARCH'L. CORNER P:949.553.1117 F:949.474.7056 <br /> 0I SEE PLAN CLOSURE PL CHANNEL w/ 'A35'EA. SIDE <br /> U STEEL DECK TOP&BOT. GUTTER STEEL DECK <br /> SEE PLAN BY OTHERS SEE PLAN A ARCHITECT STAMP <br /> L 2 x 2 x 1/4 co 1/2" MAX. 1/4 1� 3 SIDES WHERE OCCURS <br /> L STEEL CHANNEL FASCIA CHANNEL EA.SIDE PL. (E)BILK.WALL <br /> SEE PLAN L 6 x 3 x 1/4 SEE PLAN 8"x 1/2"THK. <br /> Q_ 3 SIDES STEEL BM.-SEE PLAN <br /> 1/4 <br /> � 3/16 2-12 � 5" EMB. NT.STEEL PL.w <br /> MIN. w/5/8"0 BOLTS @ 24"O.C. <br /> � STEEL CHANNEL 3/16 TYP. HSS 2 x 2 x 3/16 <br /> U) SEE PLAN STEEL CHANNEL 1/8 @ 4'-0"O.C. IMP N'SET-XP'EPDXY <br /> STEEL CHANNEL SEE PLAN w/ SPECIAL INSPECTION REQ'D <br /> SEE PLAN (2)3/4"0 THRU BOLTS /4 z_ <br /> M PLAN VIEW <br /> 1/4 <br /> '0 <br /> U / 3/8"STIFFENER PL <br /> 7 8 9 10 11 i i i @MID-SPAN <br /> SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 1/2"x BM.WIDTH PLATE EA. SIDE <br /> Q 1 STEEL BEAM <br /> w/(2)3/4"0 M.B. <br /> CV GROUT PACK AS REQ'D. SEE PLAN w <br /> o <br /> J <br /> Z STL. COL.-SEE PLAN <br /> Q DETAIL A CV <br /> Uj Lo <br /> UI 1"C R <br /> C 0 QQ <br /> 0 <br /> U <br /> W W U) U U <br /> W LU <br /> U)I U) LU C U, LL Z <br /> 1/4 Q o U 0 <br /> co �/7/ z Q <br /> : (E)SHT'G. (N)SHT'G. 12"SQ.x 5/8" U U 0— C) <br /> C BASE PL.w/ U U <br /> 1/2" STRUCT.I PLYWOOD (32/16)w/ (4)5/8"0 BOLTS IN 0 O O <br /> SIMPSON'SET-XP'EPDXY O O <br /> U 10d @ 6"O.C. BOUNDARY AND ICC ESR 2508, IY 0 <br /> c6 TEK SCREWS ROOF DECK END OF(E)JOIST <br /> Q_ PER PLAN PER PLAN SUPPORTED ENDS 10d @ 12"O.C. SPECIAL INSPECTION REQ'D. 0_ <br /> FLASHING FIELD <br /> C) SEE ARCH'L. m STORE #: 5470 <br /> FLASHING B.N. Q <br /> L? GUTTER STEEL DECK SEE ARCH'L. 10d @ 6"O.C. <br /> m BY OTHERS _ U) PROJECT #: 03030-052 <br /> SEE PLAN (E)WALL STEEL DECK w PROFILE TYPE: CORE <br /> U) SEE PLAN 2x BLKG. <br /> _ (E)WALL OR(N)WALL i ISSUE DATE: CHECKSET 2-10-20 <br /> C'`) #10 TEK SCREWS <br /> coo @ 6"O.C. - E.N. <br /> c7 PROGRAM MANAGER: M.DREBIKA <br /> HSS BEAM > STORE DESIGNER: M.DREBIKA <br /> LAP(N)JOISTS w/ <br /> X SEE PLAN (E)JOISTS w/10d @ 12"O.C. w LEED®AP: N/A <br /> HSS COLUMN — NAILER PER 4 STAGGERED ENTIRE LENGTH CHECKED BY: A.FELDMAN <br /> BEYOND SD1 6x8 BLK'G. 4x6 CONT. BLKG.IN'U'HGR. MCG PROJECT#: 18531 <br /> J <br /> C) STEEL CHANNEL IN 'HUC'HGR. 6x8 BLKG. 2x BLKG.w/(2)16d/STUD SEE PLAN 1 1/2"MIN. MCG PROJ. MANAGER: C.LEE <br /> SEE PLAN w/(2) 1/2"0 LAG BOLTS STEEL CHANNEL IN 'HUC'HGR. &(3) 16d/BILK. > DRYPACK MCG PROJ. SPECIALIST: SPARK <br /> j @ 16"O.C. SEE PLAN w/ 2x STUDS @ 16"O.C. <br /> N <br /> 1/2"0 x 4"LAG SCREWS 2x6 LEDGER w/ SCALE: N.T.S. <br /> (2) 16d/STUD <br /> Revision Schedule <br /> CIO <br /> D_ OKMOTO <br /> Rev Date By Description <br /> O /� STRUCTURAL ENGINEERS <br /> 13 SCALE: N.T.S. 1 'T SCALE: N.T.S. 1 92626 <br /> SCALE: N.T.S. *�SCALE- N.T.S. P-( AIRWAY AVE.,SUITE F,COSTA MESA,of .com <br /> P-(714)444-2422 kenokamoto.com <br /> OSE PROJECT#: 200075 <br /> QROFEssiC <br /> Q ��o NA SHEET TITLE: <br /> LO FRAMING <br /> A <br /> 0 <br /> jW S6349 <br /> P. 09-30 9 <br /> _ DETAILS <br /> is <br /> ALE: AS SHOWN <br /> O <br /> v ~ <br /> 0O vT o, cAL <br /> CTVR�°�� SHEET NUMBER: <br /> N F <br /> SD3 <br /> M <br />