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FOUNDATION NOTES FRAMING NOTES: <br /> COLUMN SCHEDULE 1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS& Iry <br /> 1• SEE FOUNDATION NOTES ON SHEET S1 FOR DESIGN CONDITIONS NOT SHOWN. <br /> MARK COLUMN SIZE BASE PLATE SIZE REMARKS SOIL BEARING PRESSURE, ETC... <br /> C1 HSS 3 x 3 x 1/4 SEE DETAIL 2. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS& <br /> CONDITIONS NOT SHOWN. <br /> C2 HSS 6 x 6 x 3/16 9"SQ.x 1/4"THK. <br /> 3. 'C1' INDICATES NEW COLUMN SIZE, SEE SCHED. ON THIS SHEET. <br /> TV INDICATES PAD NEW FOOTING SIZE, SEE SCHED. ON THIS SHEET. ©2017STARBUCKS COFFEE COMPANY <br /> 4. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. <br /> 2 STARBUCKS COFFEE <br /> 5. SEE SD1 FOR CONSTRUCTION JOINT DETAILS. <br /> COMPANY <br /> 2401 UTAH AVENUE SOUTH <br /> 3 SEATTLE, WASHINGTON 98134 <br /> 6. SEE FOR CORNER REINFORCEING DETAIL (206) 318-1575 <br /> � SD1 <br /> L THESE DRAWINGS AND SPECIFICATIONS ARE <br /> NTYP. ROOF DECK CONFIDENTIAL AND SHALL REMAIN THE SOLE <br /> cp PROPERTY OF STARBUCKS CORPORATION, <br /> N 22 GA'VERCO' 'HSN3' DECK w/ WHICH IS THE OWNER OF THE COPYRIGHT IN <br /> NI #12 TEK SELF DRILLING SCREWS THIS WORK. THEY SHALL NOT BE <br /> p <br /> BY BUILDEX(OR APPROVED EQ.) REPRODUCED (IN WHOLE OR IN PART), SHARED <br /> () w/32/5 SCREWS PATTERN & WITH THIRD PARTIES OR USED IN ANY MANNER <br /> O #10 TEK SELF DRILLING SCREWS ON OTHER PROJECTS OR EXTENSIONS TO THIS <br /> �I @ 12" O.C. @ SIDE LAP PROJECT WITHOUT THE PRIOR WRITTEN <br /> CONSENT OF STARBUCKS CORPORATION. <br /> THESE DRAWINGS AND SPECIFICATIONS ARE <br /> CU <br /> INTENDED TO EXPRESS DESIGN INTENT FOR A <br /> 06 PROTOTYPICAL STARBUCKS STORE (WHICH IS <br /> U 1A 2 SUBJECT TO CHANGE AT ANYTIME)AND DO <br /> .0 4 5 1B SD2 & SD2 NOT REFLECT ACTUAL SITE CONDITIONS. <br /> SD2 NEITHER PARTY SHALL HAVE ANY OBLIGATION <br /> n SD2 SD2 13 GN, NOR LIABILITY TO THE OTHER(EXCEPT STATED <br /> of ci c/7 SD3 ABOVE) UNTIL A WRITTEN AGREEMENT IS <br /> I� FULLY EXECUTED BY BOTH PARTIES. <br /> IF — — — — — — — — — — — 12 <br /> SS 6 x 4 x 1/4 (LSV) SD3 ARCHITECT OF RECORD <br /> W I 12 <br /> SDmcg architecture <br /> 00 I _ \ 3 cz <br /> • <br /> L0 - - - - - <br /> 0 I <br /> N I cn <br /> CD <br /> 5 15635 Alton Parkway, Suite 100, Irvine,CA 92618 <br /> NI I I I S2 P:949.553.1117 F: 949.474.7056 <br /> G <br /> U I I I ARCHITECT STAMP <br /> 4 I I I <br /> C\j SD2 I x <br /> x <br /> ILLn x x <br /> p I x <br /> 6 <br /> SD2 <br /> cn I I I 5 <br /> V� SD21 B S 2 & SD2 <br /> SD2 N, <br /> o I I I <br /> U I - v <br /> v I HSS 6 x 4 x 1/4 (LSV) S 3 <br /> Q 12 <br /> C:) L - - - - - - - - - - - J SD3 � <br /> ^J <br /> z BOLLARD FOOTING PER 13 I..L N <br /> 4 CITY STANDARD SD3 \w Lo <br /> UI SD2 OSWHET FOOTINGS OVERLAP E BOLLARD AND E 5 / <br /> L Q Q <br /> COMBINE FOOTINGS CO U <br /> U W CO U <br /> 0 <br /> LU C) LL o <br /> Q <br /> z0 Q Q ~ <br /> 06 w U C) <br /> U <br /> � O <br /> 0 <br /> nI TRASH ENCLOSURE FOUNDATION PLAN 2 TRASH ENCLOSURE ROOF FRAMING PLAN <br /> 0 <br /> r– SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" <br /> STORE 5470 <br /> LO PROJECT #: 03030-052 <br /> X <br /> m <br /> PROFILE TYPE: CORE <br /> ISSUE DATE: CHECKSET 2-10-20 <br /> M PROGRAM MANAGER: M.DREBIKA <br /> LO <br /> 00 STORE DESIGNER: M.DREBIKA <br /> X LEED®AP: N/A <br /> D CHECKED BY: A.FELDMAN <br /> m <br /> MCG PROJECT#: 18531 <br /> C) <br /> 0 MCG PROJ. MANAGER: C.LEE <br /> MCG PROJ. SPECIALIST: S.PARK <br /> U <br /> N <br /> O <br /> Revision Schedule <br /> OKA M O T O Rev Date By Description <br /> T_ STRUCTURAL ENGINEERS <br /> O <br /> N 3186 AIRWAY AVE.,SUITE F,COSTA MESA,CA 92626 <br /> P-(714)444-2422 kenokamoto.com <br /> OSE PROJECT#: 200075 <br /> QRoFESS/o <br /> Q ��o NA �� SHEET TITLE: <br /> LO <br /> TRASH ENCLOSURE <br /> 56349 FOUNDATION & <br /> P. 09-30 <br /> �' ROOF FRAMING PLAN <br /> is <br /> SCALE: AS SHOWN <br /> 0 <br /> v � <br /> CD vT o UcTF cAVR%°¢� SHEET NUMBER: <br /> N L <br /> N S2 <br /> co <br />