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COLUMN SCHEDULE FOUNDATION NOTES FRAMING NOTES: <br /> MARK COLUMN SIZE BASE PLATE SIZE REMARKS 1. CONTRACTOR SHALL CHECK AND VERIFY EXISTING STRUCTURAL <br /> 1. ALL INFORMATION SHOWN IS NEW EXCEPT AS INDICATED MEMBERS AND REPORT ANY ERROR, OMISSIONS, OR POSSIBLE <br /> C1 w 6 x 1z 12"SQ.x 5/s"THK. AS(E)FOR EXIST. DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCING ANY WORK. <br /> C2 HSS 4 x 4 x 1/4 12"SQ.x 5/8"THK. <br /> 2. SEE FOUNDATION NOTES ON SHEET S1 FOR DESIGN 2. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS& <br /> SOIL BEARING PRESSURE, ETC... CONDITIONS NOT SHOWN. <br /> 3. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS& <br /> FOOTING SCHEDULE CONDITIONS NOT SHOWN. <br /> MARK FOOTING SIZE THICKNESS REINFORCEMENT REMARKS 4. 'C1' INDICATES NEW COLUMN SIZE, SEE SCHED. ON THIS SHEET. <br /> 'F1' INDICATES PAD NEW FOOTING SIZE,SEE SCHED.ON THIS SHEET. <br /> © <br /> F1 3'-0"SQ. 18" (4)#5 E.W. 2017 STARBUCKS COFFEE COMPANY <br /> 5. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. <br /> NOTE: E.W. = EACH WAY STARBUCKS COFFEE <br /> TR. = TRANSVERSE DIRECTION 6. O INDICATES SHEAR WALL,SEE SCHEDULE ON THIS SHEET. <br /> L. = LONGITUDINAL DIRECTION <br /> COMPANY <br /> 2401 UTAH AVENUE SOUTH <br /> SEATTLE, WASHINGTON 98134 <br /> SHEAR WALL SCHEDULE (206)318-1575 <br /> MARK SHEATHING AND NAILING ALLOW ANCHOR SILL PL.NAILING REMARKS <br /> O SHEAR BOLTS AT UPPER STORIES THESE DRAWINGS AND SPECIFICATIONS ARE <br /> N CONFIDENTIAL AND SHALL REMAIN THE SOLE <br /> ap 1/2"STRUCT.1 PLYWOOD(BLOCK ALL EDGES) PROPERTY OF STARBUCKS CORPORATION, <br /> N Ow/10d COMMON NAILS @ 6"E.N.,@ 12"F.N. 340#/FT 5/8 A.B. 16d @ 6"O.C. 1,2 WHICH IS THE OWNER OF THE COPYRIGHT IN <br /> NI USE 3x STUD @ ADJ.PANEL EDGES,&2x SILL PL. °@ 3-6 THIS WORK. THEY SHALL NOT BE <br /> 0REPRODUCED (IN WHOLE OR IN PART), SHARED <br /> U 1. MAINTAIN 1/2"EDGE NAILING DISTANCE 2. STAGGER NAILS EACH SIDE WITH THIRD PARTIES OR USED IN ANY MANNER <br /> C) • INSTALL WITH 3"x 3"x 1/4"PLATE WASHER AT EACH 5/8" ANCHOR BOLT <br /> � ON OTHER PROJECTS OR EXTENSIONS TO THIS <br /> INSTALL WITH 3"x 3"x 5/16"PLATE WASHER AT EACH 3/4" ANCHOR BOLT <br /> PROJECT WITHOUT THE PRIOR WRITTEN <br /> CONSENT OF STARBUCKS CORPORATION. <br /> THESE DRAWINGS AND SPECIFICATIONS ARE <br /> INTENDED TO EXPRESS DESIGN INTENT FOR A <br /> 06 PROTOTYPICAL STARBUCKS STORE (WHICH IS <br /> U SUBJECT TO CHANGE AT ANYTIME)AND DO <br /> NOT REFLECT ACTUAL SITE CONDITIONS. <br /> U <br /> NEITHER PARTY SHALL HAVE ANY OBLIGATION <br /> r1 NOR LIABILITY TO THE OTHER(EXCEPT STATED <br /> C:) UNTIL A WRITTEN AGREEMENT IS <br /> ti FULLY EXECUTED BY BOTH PARTIES. <br /> X _ TYP. ROOF DECK <br /> � <br /> (E) FOOTING 22 GA'VERCO''PLB-36' DECK w/ ARCHITECT OF RECORD <br /> ZNN #10 TEK SELF DRILLING SCREWS mcg architecture <br /> �I BY BUILDEX(OR APPROVED EQ.) <br /> M @ 8" O.C. @ SIDELAP& • <br /> U U QJ - <br /> L00 <br /> O #12 TEK SELF DRILLING SCREWS w/ <br /> C:) 36/4 PATTERN @ SUPPORTS <br /> 04 <br /> � I <br /> C1415635 Alton Parkway,Suite 100,Irvine,CA 92618 <br /> N I P:949.553.1117 F:949.474.7056 <br /> 0 <br /> U 3 ARCHITECT STAMP <br /> o �j SD2 11 1 7 8 <br /> WALL INFILL j <br /> SD3 SD3 SD3 SD3 <br /> nj SEE ARCH'L. 7/ \S c 17 OPP. C 12 x 20.7 C 12 x 20.7 OPP. <br /> LL 917 <br /> r) s+�+ SD3 2 4 6 SD3 <br /> a SD3 SD3 C 6 x 8.2 C 12 x 20.7L _J <br /> SD3 <br /> J - SD3 ❑ 15 <br /> � � <br /> C/) <br /> LU <br /> uJ Q <br /> iv (E) FOOTING SD3 w w w <br /> U ti N Q 14 LO <br /> co o w U v <br /> M x Nh = SD3 x <br /> v 6L +6 U 3 w � 16 <br /> QL----- -- N <br /> Co < C� SD2 CN SD3 U 15 5 SD3 HIGH W <br /> U) W �7 , SD3 SD3 ^J^ C) <br /> Z OPP. 9 I..L N <br /> U 2 4 SD3 6 x .2 6 w Lo <br /> C 12 x 20.7 SD3 <br /> �I o 7 17 SD3 SD3 W 6 x 12 17 <br /> o - <br /> SD2 SD3 C 12 x 20.7 C 12 x 20.706 SD3 (n U <br /> 0 <br /> U) U <br /> Ljj <br /> U) ———- QIS <br /> 7 Ijj r , LL(D3 SD3 8 Q U Q U 0 <br /> 0„ SD2 EQUAL EQUAL 10'-0" SD3 OPP. � Q <br /> U 111 1111111 111 Illll-II LUV W o U <br /> ;� 1111U111111111 111111111 - <br /> ° Q ° o0 <br /> U <br /> ------- IZ � cn <br /> (t3 <br /> I <br /> O <br /> STORE #: 5470 <br /> PROJECT #: 03030-052 <br /> x <br /> m <br /> U) PROFILE TYPE: CORE <br /> ISSUE DATE: CHECKSET 2-10-20 <br /> C'`) PROGRAM MANAGER: M.DREBIKA <br /> LO <br /> 00 STORE DESIGNER: M.DREBIKA <br /> D CANOPY FOUNDATION PLAN 2 CANOPY ROOF FRAMING PLAN CHECKEDDG <br /> A.F <br /> CHECKED BY: A.FELDMAN <br /> ED SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" <br /> U) MCG PROJECT#: 18531 <br /> C) <br /> 0 MCG PROJ. MANAGER: C.LEE <br /> 4 MCG PROJ. SPECIALIST: S.PARK <br /> U <br /> N <br /> 11Revision Schedule <br /> OKA M O T O Rev Date By Description <br /> T_ STRUCTURAL ENGINEERS <br /> O <br /> CV 3186 AIRWAY AVE.,SUITE F,COSTA MESA,CA 92626 <br /> P-(714)444-2422 kenokamoto.com <br /> OSE PROJECT#: 200075 <br /> 75 QROFEssio <br /> Q ��o NA �� SHEET TITLE: <br /> CANOPY FOUNDATION & <br /> 56349 ROOF FRAMING PLAN <br /> is P. 09-30 <br /> ALE: AS SHOWN <br /> O <br /> v ~ <br /> 00 vT o' CTcAL VR% SHEET NUMBER: <br /> N F <br /> N S1 <br /> 00 <br />