1010 N BROADWAY 2024 STARBUCKS Plans 2025-07-02

SEE GROUND FOOTING .sue ALL SITE SIGNAGE DETAILS ARE FOR REFERENCE ONLY:STARBUCKS SIGNAGE VENDOR TO PROVIDE FINAL PERMITTED DRAWINGS,SPECIFICATIONS AND ENGINEERED DETAILS. DETAIL FOR ROD LENGTH ---- - SEE SEPARATE DETAIL FOR ANCHOR ROD PATTERN IN FOUNDATION (3)1/2"HEAVY HEX NUTS ALTERNATE ADHESIVE POSTJNS7ALLED ANCHORS: 8 WASHER-GALVANIZED HILTI 1/2"DIA.HVU ADHESIVE CAPSULES AT 8"EMBEDMENT WITH A36 SEE SEPARATE DETAIL FOR ANCHOR ROD PATTERN IN FOUNDATION TACK HOT-DIPPED GALVANIZED THREADED STEEL RODS AND HARDWARE. NUT i ;1 �-l/ter �p (4)REQUIRED SEE GROUND FOOTING ALTE 518.'DIA.HVU RNATE ADHESIVE ADHESIVE NSTAL ES ANCHORS: TO 1/2 (4)1/2"DIA.A36 THREADED HOT DIPPED GALVANIZED DETAIL FOR ROD LENGTH CENTER ANCHOR ROD PATTERN IN FOUNDATION V-01. HOT-DIPPED GALVANIZED THREADEDSTEEL RODS AND ENT NTH HARDWAREB ROD HEAVY HEX NUT ANCHOR RODS WITH GALVANIZED HARDWARE (3)112'-13 HEAVY HEX NUTS ALTERNATE ADHESIVE POS7JNSTALLED ANCHORS: 2 8 2 (12)REQUIRED WITH WASHER &WASHER-GALVANIZED HILTI 1/2"DIA.HVU ADHESIVE CAPSULES AT 4" 4" 4" TACK EMBEDMENT WITH A36 HOT-DIPPED GALVANIZED SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER ©:o:a srnasucrcs coFFas comv�ev SEE GROUND FOOTING NUT THREADED STEEL RODS AND HARDWARE.(4)REQUIRED DETAIL FOR ROD LENGTH STARBUCKS° TO CUT-OUT THRU HOLE FOR DTE 5-PANEL MENU BOARD ANCHOR ROD ROD 1/2"'HEAVY HEX (4)1/2"DIA.X 9"LENGTH A36 THREADED HOT DIPPED MOUNTING ,1 2401 UTAH AVENUE SOUTH NUT WITH WASHER GALVANIZED ANCHOR RODS WITH GALVANIZED iv = _ (TYP.) (3)1/2"HEAVY HEX NUTS `� suu.3"=1'0" HARDWARE m I ANCHOR BOLT BWASHER-GALVANIZED SEATTLE,WASHINGTON 98134 (TYP 1 OF 4) TACK (206)318-1575 NUT SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER o 4"X 4"X 0.25"STEEL TO THESE DRAWINGS AND THE PROJECT MANUAL TUBE POST WELDED ARE CONFIDENTIAL AND SHALL REMAIN THE ROD 7" 4" 7" TO STEEL BASE PLATE (4)5/8"DIA.A36 THREADED 3/4"STEEL nDTE PRE-MENU ANCHOR ROD HOT DI PPEDGALVANIZED BASE PLATE 5" 2" 2" 2" 2" 5" SOLE PROPERTY OF STARBUCKS L - 1 3/8"BASE '"' FRONT EDGE FACING 5/8"HEAVY HEX ANCHOR RODS WITH ANCHOR BOLT CORPORATION,WHICH IS THE OWNER OF THE snu:3"=1'4" PLATE DRIVE THRU LANE NUT WITH WASHER GALVANIZED HARDWARE 8"X 4" (TYP 1 OF 4) COPYRIGHT IN THIS WORK.THEY SHALL NOT X 0.1875" BE REPRODUCED(IN WHOLE OR IN PART), �'+ SHARED WITH THIRD PARTIES OR USED IN ANY DCANOPY BASE PLATE n DTE DOS CANOPY ANCHOR ROD TUBE 1�,r(n i r+ — MANNER ON OTHER PROJECTS OR 8 POST 'TJ L J EXTENSIONS TO THIS PROJECT WITHOUT THE THRU HOLE 41/2" 4" 4" 41/2" sal.:1"=1'-0" sale:3"=1'-0" FOR MOUNTING 7t WELDED 2 1/2"SQUARE PRIOR WRITTEN CONSENT OF STARBUCKS (TYP.) 6"X 3"X 0.1875" TO BASE - - - X 1/4"PLATE CORPORATION.THESE DRAWINGS AND STEEL POST PLATE WASHER SPECIFICATIONS ARE INTENDED TO EXPRESS WELDED 70 n (TYP.1 OF 4)) DESIGN INTENT FOR A PROTOTYPICAL I— BASE PLATE r I r D/ / STARBUCKS STORE(WHICH IS SUBJECT TO L J L J _ - _ \177-- CHANGE AT ANYTIME)AND DO NOT REFLECT 2 1/2"SQUARE O 1 I `a GRADE BEAM J L °' ACTUAL SITE CONDITIONS.NEITHER PARTY X 1/4"PLATE _ SHALL HAVE ANY OBLIGATION NOR LIABILITY TO WASHER BASE COVER OUTLINE ELECTRICAL TO BE INDIVIDUAL BRANCH CIRCUIT IN THRU HOLE THE OTHER(EXCEPT STATED ABOVE)UNTIL A FRONT EDGE 5" 2" 4" 2" 5" (TYP.1 OF 4) O `a DEDICATED CONDUIT TO BOH ELECTRICAL PANEL BY G.C. ¢_ FOR MOUNTING WRITTEN AGREEMENT IS FULLY EXECUTED BY r OUTLINE OF DOS POST BASE PLATE 3 g¢D FACING DRIVE BOTH PARTIES. ANCHOR BOLT - — O O o a THRU LANE �P) J L J iv ANCHOR BOLT(TYP.): ALL ROUTE ALL CONDUIT "�(TYP 1 OF 4) (4)AT EACH CANOPY BASE PLATE STARBUCKS TEMPLATE VERSION:i2023.04.24 3/4"STEEL (4)AT DOS BASE PLATE ANCHORS TO CONDUIT PER STUB-UPS TO FRONT EDGE BE PROVIDED ELECTRICAL BE3"ABOVE nDTE 5-PANEL MENU BOARD BASE PLATE BASE PLATE 81/2" 4" 8112" THRU FACING DRIVE EDGE OF CONCRETE BY G.C. SITE PLAN FOOTING / ??= J ARCHITECT OF RECORD FOOTING OUTLINE CANOPY 2-5" 2"2"2" 3'-1" / oS os OF 2'-6"DIA. BASE PLATETE n DTE PRE-MENU BASE PLATE (TYP.1 OF 2)) =y y a ROUTE 1'-3" ,'-3^ GRAPHITE / -° N 00 0 PER ELECTRICAL DOUBLE - . SITE PLAN SONO-TUBE .' ¢z¢ GRAPHITE DESIGN GROUP,LLC,ARCHITECTS 2'-0"DIA. 'f.: -1: _ _ 01"I�I'4_._�" .•,: v.1'•'°r ..°... OFFO •.I:•'. 18077TH AVENUE.SUITE 700 •� ' ��_ SEATTLE,WA 98101 CONDUIT * l (206)224-3335 STUB-UP ANCHORS TBOYR OGBVE.CI D.ED � 4', q o `av _• .fIUIIl_•�' ..-f.�}-=*'Jdl-a=" w4•.', Y$;��'-1{'� '(-'-_'. .'4hJ. . - 3"ABOVE FOOTING _ •'b':d� --^;;ma,• ..i.°a�__t, °, ^�- _,.._ :.•.i ''}fc1't. p'i. # �r--.d.Jam•_ .1- .I,:M• b BASE 9335 REGI D ANCHOR I'' A .•} io i .� � _ _ ___ __ _ _ p PLATE - BOLT '' w OUTLINE i "G'�' o •'I' IJ• _ a .'7. •f'�f `}-"� '�'-'1".- oa MARTIN LEEHIIL ' BASE `• -L _ DOS STUB-UPS O ALL •p; ,•i;•'a: ? - •, � STRTEOFWASHINGTON OUTLINE :I rr77II � '. w ANCHORS •}q.'.:, ,• j•, � AI .I':•':.. �.�...1J` :.1• CANOPY LIGHTING >_ TO BE :..L' a, :-1L'• .1 '- P CONDUIT - .1-':.• 1„DIA.STUB-UP; ev .• r 6o SIGNAGE POWERTI e O STUB-UP 3" 7�� 8„ 1,-1„ 8�� 1 9�� g 18,E 4 T. 'a BYGC {{ rr ABOVE ..i'•a... ri. •• v ..V:•� •' .•.l •^a';.' FOOTING '.'..).:::f' �'..a.:' 4- - 6'-0" (4)ANCHOR . ' ROUTE :.}�' -_�J•; L::.:=;_ ':' FOOTING BOLTS ECONDUIT LECTRICAL '" '";'-.::: -`- ':•%.-.": m REOUIREDIBY ! 6 DTE ORDER POINT CANOPY_BOLT PATTERN (TOP VIEW) FDRIVE LANE ELECTRICAL :+..;..•. .':...':° >' FRONT +~•- SITE PLAN LICENSED ease:1"=V-0" SIDE ENGINEER 11" 8" 11" DRIVE LANE FRONT ELEVATION SIDE ELEVATION FACE THIS SIDE SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER L 4'-6" r 1'-5" 8'-7 3/4" 10 DTE PRE MENU BOLT PATTERN (TOP VIEW)____ �IDTE 5-PANEL MENU BOARD BOLT PATTERN (TOP VIEW) sc.*1 1/2"=1'-0.. _y Q N O� 00 CANOPY ABOVE T-10 1/2" T-1 1/2" 0) 2'-5 1/8" 8 3/4" DOS AND SPEAKER Q Q STEEL MOUNTING BASE WELDED TO f Li 2 O STEEL MOUNTING ¢ Q O m POST SASE PLATE STEEL BASE PLATE - 'a WELDED TO Z Q Q NON-STRUCTURAL n WELDED TO STEEL mUj BASE COVER `� POSTS BY MFR. `? b m STEEL POST U O U Z HOT DIPPED 5/8"HOT DIPPED HOT DIPPED w UJ GALVANIZED GALVANIZED b' GALVANIZED LEVELING 'O 'O W LEVELING NUTS LEVELING NUTSE NUTS(4)REQUIRED D: D: (4)REQUIRED (12)REQUIRED NON-STRUCTURAL IL O_ LL.I BASE COVER NATURAL GRADE OR "c= NON-STRUCTURAL m ENGINEERED FILL O BASE COVER r-- NATURAL GRADE OR r STORE 22817 ENGINEERED FILL PROJECT M 60007-039 NATURAL GRADE - - 8"MIN. ISSUE DATE: 10/27/2023 _ OR ENGINEERED 'II CONDUIT r - - --- FILL N r - •*+' — CONDUIT '' DESIGN MANAGER: GRAPHITE _ PRODUCTION DESIGNER:GRAPHITE 6"MIN. _- -ll, 'a.:- CHECKED BY: GRAPHITE FRONT ELEVATION t SIDE ELEVATION - '•. _� FRONT ELEVATION SIDE ELEVATION Revision Schedule •t! CONDUIT Rev Date By Description _ �•'t DOUBLE SONO-TUBE O - t• REFERENCE SIGNAGE DRAWINGS FOR DEPTH. ••3"CUR•`• R A EFERENCE SIGNAGE DRAWINGS FOR DEPT H. LL PROVIDED FOOTING PER SIGNAGE PERMIT.LL RESPONSIBLE FOR REFERENCE SIGNAGE DRAWINGS FOR DEPTH. SHEET TITLE: FOUNDATIONS AND FOOTINGS ON ALL MENU BOARD AND DRIVE THRU LL PROVIDED FOOTING PER SIGNAGE PERMIT.LL RESPONSIBLE FOR FOUNDATIONS AND ELEMENTS.SIGNAGE VENDOR TO SUPPLY TEMPLATES AND INSTALL MENU FOOTING PER SIGNAGE PERMIT.LL RESPONSIBLE FOR FOUNDATIONS AND FOOTINGS ON ALL MENU BOARD AND DRIVE THRU ELEMENTS.SIGNAGE VENDOR TO SUPPLY C S BOARDS ONLY. FOOTINGS ON ALL MENU BOARD AND DRIVE THRU ELEMENTS. TEMPLATES AND INSTALL MENU BOARDS ONLY. ARCHITECTURAL SITE LL PROVIDED SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER DETAILS SCALE:AS SHOWN DTE PRE-MENU GROUND FOOTING DTE DOS CANOPY GROUND FOOTING CANOPY GROUND FOOTING �DT 5-PANEL MENU BOARD GROUND FOOTING5-PANEL MENU BOARD GROUND FOOTING SHEET NUMBER: saw:3/8"=V-0" sw.:31W V1'-0" �s�b:3/e„=1,-o,3/e„=1,-0,. A003