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SEE GROUND FOOTING _
<br /> ALL SITE SIGNAGE DETAILS ARE FOR REFERENCE ONLY,STARBUCKS SIGNAGE VENDOR TO PROVIDE FINAL PERMITTED DRAWINGS,SPECIFICATIONS AND ENGINEERED DETAILS. DETAIL FOR ROD LENGTH -
<br /> SEE SEPARATE DETAIL FOR ANCHOR ROD PATTERN IN FOUNDATION
<br /> (3)1/2"HEAVY HEX NUTS ALTERNATE ADHESIVE POST-INSTALLED ANCHORS'
<br /> WASHER-GALVANIZED HILTI 1/2"DIA.HVU ADHESIVE CAPSULES AT 8"EMBEDMENT WITH A36
<br /> SEE SEPARATE DETAIL FOR ANCHOR ROD PATTERN IN FOUNDATION TACK HOT-DIPPED GALVANIZED THREADED STEEL RODS AND HARDWARE.
<br /> NUT ��e -�.y (4)REQUIRED
<br /> SEE GROUND FOOTING ALTERNATE ADHESIVE ADHESIVE
<br /> NSTALLED ANCHORS: TO (4)1/2"DIA.A36 THREADED HOT DIPPED GALVANIZED
<br /> DETAIL FOR ROD LENGTH 1'-0" HILT]5/8"DIA.HVU ADHESNE CAPSULES AT 9"EMBEDMENT WITH A38 ROD 1!2"
<br /> CENTER ANCHOR ROD PATTERN IN FOUNDATION HOT-DIPPED GALVANIZED THREADED STEEL RODS AND HARDWARE. HEAVY HEX NUT ANCHOR RODS WITH GALVANIZED HARDWARE
<br /> (3)1/2"-13 HEAVY HEX NUTS ALTERNATE ADHESIVE POST-INSTALLED ANCHORS: 2 8" 2" (12)REQUIRED WITH WASHER
<br /> &WASHER-Giv.
<br /> VANIZED HILT I I/2"DIA.HVU ADHESIVE CAPSULES AT 4" 4" 4"
<br /> TACK EMBEDMENT WITH A36 HOT-DIPPED GALVANIZED SEE GROUND FOOTING SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER ©xoxs SrnRsuCKS COFFEE GO—
<br /> NUT � ,� THREADED STEEL RODS AND HARDWARE.(4)REQUIRED DETAIL FOR ROD LENGTH
<br /> TO
<br /> ROD 1/2"HEAW � (4)1/2"DIA.X9"LENGTHA38THREADEDHOTDIPPED CUT-OUT THRU HOLE FOR ,1 DTE 5-PANEL MENU BOARD ANCHOR ROD STARBUCKS
<br /> NUT WITH WASHER GALVANIZED ANCHOR RODS WITH GALVANIZED - _ MOUNTING(TYP.) (3)1/2"HEAVY HEX NUTS 4 sax T._,,6„ 2401 UTAH AVENUE SOUTH
<br /> HARDWARE I ANCHOR BOLT
<br /> BWASHER-GALVANIZED
<br /> (TYP 1 OF 4) TACK SEATTL( WASH NGT-1575 98134
<br /> SITE•SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER a 4"X4"X 0.25"STEEL NUT V-6"
<br /> 206)318-1575
<br /> TUBE POST WELDED ROD T' 4" 7,' THESE DRAWINGS AND THE PROJECT MANUAL
<br /> TO STEEL BASE PLATE (4)5/8"DIA.A36 THREADED 39'STEEL ARE CONFIDENTIAL AND SHALL REMAIN THE
<br /> nDTE PRE-MENU ANCHOR ROD HOT DIPPED GALVANIZED BASE PLATE F' 2" 2" 2" 2" 5" SOLE PROPERTY OF STARBUCKS
<br /> 1 Z 1 3/8"BASE FRONT EDGE FACING 5/8"HEAVY HEX ANCHOR RODS WITH ANCHOR BOLT CORPORATION,WHICH IS THE OWNER OF THE
<br /> � sae:3"=1'-0" PLATE DRIVE THRU LANE NUT WITH WASHER GALVANIZED HARDWARE 8 X q" (TYP 1 OF 4) COPYRIGHT IN THIS WORK.THEY SHALL NOT
<br /> X 0.1875" BE REPRODUCED(IN WHOLE OR IN PART),
<br /> DTE DOS CANOPY BASE PLATE STEEL r4- 1 r-� SHARED WITH THIRD PARTIES OR USED IN ANY
<br /> n DTE DOS CANOPY ANCHOR ROD TUBE nI - — MANNER ON OTHER PROJECTS OR
<br /> THRU HOLE V sar 1"-1'-0" d POST L J L J EXTENSIONS TO THIS PROJECT WITHOUT THE
<br /> FOR MOUNTING 4 1Y2 4" 4" 4 1/2" - sax 3"=1'-0"
<br /> WELDED � 2 1/2"SQUARE PRIOR WRITTEN CONSENT OF STARBUCKS
<br /> (TYp) 6"X 3"X 0.1875" TO BASE - -—- X 1/4"PLATE CORPORATION.THESE DRAWINGS AND
<br /> STEEL POST PLATE WASHER SPECIFICATIONS ARE INTENDED TO EXPRESS
<br /> WELDED TO �r� n (TYP.1 OF 4)) DESIGN INTENT FOR A PROTOTYPICAL
<br /> I— BASE PLATE - ^"-,1 _ r / I STARBUCKS STORE(WHICH IS SUBJECT TO
<br /> CHANGE AT ANYTIME)AND DO NOT REFLECT
<br /> _
<br /> 2 1/2"SQUARE O O < _ GRADE BEAM L J L ACTUAL SITE CONDITIONS.NEITHER PARTY
<br /> X 1/4"PLATE _ SHALL HAVE ANY OBLIGATION NOR LIABILITY TO
<br /> WASHER - BASE COVER OUTLINE ELECTRICAL TO BE INDIVIDUAL BRANCH CIRCUIT IN THRU HOLE THE OTHER(EXCEPT STATED ABOVE)UNTIL A
<br /> _ FRONTEDGE 5" 2" 4" 2" 5"
<br /> (TYP.1 OF 4) v
<br /> OUTLINE OF DOS POST BASE PLATE DEDICATED CONDUIT TO BOH ELECTRICAL PANEL BY G.C. g WRITTEN AGREEMENT IS FULLY EXECUTED BY
<br /> � r ,O g g g p FACING DRIVE FOR MOUNTING
<br /> ANCHOR BOLT - — _�_o_m a THRU LANE (TYP.) BOTH PARTIES.
<br /> (TYP 1 OF 4) - ANCHOR BOLT(TYP.): _
<br /> J L J lV ALL ROUTE ALL CONDUIT - -
<br /> (4)AT EACH CANOPY BASE PLATE STARBUCKS TEMPLATE VERSION:12023.04.24
<br /> 31NANCHORS ED CONDUIT PER STUB-UPS TO
<br /> BASEEEL (4)AT DOS BASE PLATE BE PROVIDED ELECTRICAL BE3"ABOVE DTE 5-PANEL MENU BOARD BASE PLATE
<br /> BASE PLATE FRONT EDGE EDGE OF CONCRETE BY G.C. SITE PLAN FOOTING
<br /> 6 1/2" 4" 6 1/2" FACING DRIVE / ??? 3 ARCHITECT OF RECORD
<br /> THRU LANE
<br /> FOOTING
<br /> OUTLINE OF CANOPY 2-5 2"2 2 3'-1" /
<br /> DTE PRE-MENU BASE PLATE (TP 11 OF a 2'-6"DIA.
<br /> 11 / " mia� CONDUIT 1' 3" r-3" GRAPHITE
<br /> ROUTE CO D G
<br /> sax 1 1Y2"=1'-0" O PER ELECTRICAL
<br /> DOUBLE e - SITE PLAN
<br /> SONG-TUBE - cJQi GRAPHITE DESIGN GROUP,LLC,ARCHITECTS
<br /> `f.° ;d; j.:I:.1_,"1 ': •.1'!.°: ..,.'.. x x O 1807 7TH AVENUE,SUITE 700
<br /> 2,_0„DIA. �o .-mot-. _ - _ -'-s f-.__ _r.�.,l�_ ��t-r ..I.,-.
<br /> n
<br /> �.. 1. S06)224.WA 3398101
<br /> ANCHORS }•1-' ~* i�-'"``'"- °�`'" STOUB-UP (206)224-3335
<br /> w000 `..
<br /> 3"ABOVE �••,(...,_.
<br /> TO BE q, q„ m ..-; (�:°—::1't-". .., a{.. - :'.-I;-L=,•.._F•11:.-+ - FOOTING
<br /> PROVIDED 'a LI'I Id_. k: r1 _•°. a °.'I:- I:1.• s- ,
<br /> BY G.C. .1I-yam' '-• J-•.' 'I;;• 4-:-`; v. i-� I,:- .t.,-•;a .,' ...^��.
<br /> #. _. .:.. .: 'r�—.F^ I°•'I :. .,�j•:.: 9335 REGIS D
<br /> .1..°, _• .,f:_1 e._':s:n I::).` _hJ.-... .( �.. :L.L BASE .:I: -I` '.(:..•. I,- .
<br /> ANCHOR _ _ -- `)- - - --- -- -- _ F9 PLATE
<br /> OUTLINE
<br /> BOLT ff _ s cxi h.
<br /> F
<br /> (TYP.1 OF 4) _ ���-! :l•' Q x -1•
<br /> a :I.'.•. •,{: MARTIN LEE HILL
<br /> •:r.:. O ALL •e .a l,':' ..le
<br /> BASE ,I.: DOS STUB-UPS 1 ~ ANCHORS I.•d" �` STATEOFWASHINGT(
<br /> OUTLINEJ. ,• CANOPY LIGHTING
<br /> ..'..,.,P: =� •.'-•j.+...- 1"DIA.STUB-UPI q„ q,� a PROVIDED - 6-.'-♦'p- -
<br /> ic
<br /> CONDUIT 1 - " .TI•e ,
<br /> F ROUTE TO
<br /> ABOVE 8.
<br /> STUB-UP 3" '•.i=-- '"''� ay-. SIGNAGE POWER - -)-�.�•:
<br /> •_.I:;• T.-.�. I'.° _{.•..
<br /> FOOTING {l;•'�•o.: °'
<br /> .)g..:1r� '..:k':-_:�-'f--LL,'-_ — 6'-0" (4)ANCHOR
<br /> i T.. ...".� SITE-SPECIFIC BOLTSF
<br /> ROUTE ^; � _,J•._ L..__t�:/':" FOOTING -
<br /> CONDUITPER _ ENGINEERING DTE ORDER POINT CANOPY BOLT PATTERN (TOP VIEW FRONT EDGE '` •I.•'d, ''al•`•`�, '•ELECTRICAL REQUIRED BY 6 ` ) OF DRIVE LANE
<br /> a
<br /> 0
<br /> SITE PLAN LICENSED �J sax 1"=1'-0" SIDE
<br /> ENGINEER
<br /> DRIVE LANE FRONT ELEVATION SIDE ELEVATION
<br /> FACE THIS SIDE 4`-6" SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER
<br /> 1'-5" 6'-7 3/4"
<br /> n DTE PRE-MENU BOLT PATTERN (TOP VIEW) DTE 5-PANEL MENU BOARD BOLT PATTERN (TOP VIEW) O
<br /> sax,1/2" G r
<br /> 0x Q N
<br /> W DO
<br /> CANOPY ABOVE T-10 1/2" 1'-1 1/2" � 0)
<br /> 2'-51/8" 83/4" DOS AND SPEAKER Q 6 Q Q
<br /> STEEL MOUNTING In
<br /> BASE WELDED TO STEEL MOUNTING W ixPOST BASE PLATE
<br /> O
<br /> NONSTRUCTURAL STEEL BASE PLATE m WELDED TO Q Q Q m W
<br /> WELDED TO STEEL STEEL POST Z
<br /> BASE COVER POSTS BY MFR. btO HOT DIPPED U O U
<br /> GALVANIZED LEVELING
<br /> HOT DIPPED 5/8"HOT DIPPED -'Ui �y LU W
<br /> GALVANIZED GALVANIZED O LL O
<br /> LEVELING NUTS LEVELING NUTS NUTS(4)REQUIRED 0: a, 0
<br /> (4)REQUIRED (12)REQUIRED - NON-STRUCTURAL d 0- W
<br /> "a BASE COVER
<br /> NATURAL GRADE OR NONSTRUCTURAL 'o ���NATURAL GRADE OR STORE#: 22817
<br /> r ENGINEERED FILL r BASE COVER r-- ENGINEERED FILL r , PROJECT#: 60007-039
<br /> NATU
<br /> L GRADE
<br /> ORE GINE RED U
<br /> FILL '-�,� _ 8"MIN. ISSUE DATE: 10/27/2023
<br /> III - _ DESIGN MANAGER: GRAPHITE
<br /> CONDUIT
<br /> CONDUIT - T - PRODUCTION DESIGNER:GRAPHITE
<br /> 6"MIN. 11== _ :'x,: CHECKED BY: GRAPHITE
<br /> FRONT ELEVATIONSIDE ELEVATION SIDE ELEVATION- - Revision Schedule
<br /> -P' CONDUIT 7.7
<br /> Rev Date ey Description
<br /> - ,a. - �.d•• DOUBLE SONO-TUBE -
<br /> �:
<br /> REFERENCE SIGNAGE DRAWINGS FOR DEPTH. 3"CLR.
<br /> "'-0 LL PROVIDED FOOTING PER SIGNAGE PERMIT.LL RESPONSIBLE FOR g REFERENCE SIGNAGE DRAWINGS FOR DEPTH. REFERENCE SIGNAGE DRAWINGS FOR DEPTH.
<br /> FOUNDATIONS AND FOOTINGS ON ALL MENU BOARD AND DRIVE THRU LL PROVIDED FOOTING PER SIGNAGE PERMIT.LL RESPONSIBLE FOR FOUNDATIONS AND SHEET TITLE:
<br /> ELEMENTS.SIGNAGE VENDOR TO SUPPLY TEMPLATES AND INSTALL MENU LL PROVIDED FOOTING PER SIGNAGE PERMIT.LL RESPONSIBLE FOR FOUNDATIONS AND FOOTINGS ON ALL MENU BOARD AND DRIVE THRU ELEMENTS,SIGNAGE VENDOR TO SUPPLY ARCHITECTURAL
<br /> BOARDS ONLY. FOOTINGS ON ALL MENU BOARD AND DRIVE THRU ELEMENTS. TEMPLATES AND INSTALL MENU BOARDS ONLY. ARCH ITECTU RAL SITE
<br /> 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
<br /> SCALE:AS SHOWN
<br /> DTE PRE-MENU GROUND FOOTING nDTE DOS CANOPY GROUND FOOTING SHEET NUMBER:
<br /> pax 33„=,'-0" n DT 5-PANEL MENU BOARD GROUND FOOTING
<br /> sax 3/8"=1'-0"
<br /> ' sax A003
<br />
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