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<br /> SIGN SIGN
<br /> SIGN
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<br /> SIGN`, SIGN SIGN SIGN SIGN
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<br /> � 4-6ANCHOR BOLT, NUT AND WASHER NOTES:
<br /> 2'-3" .
<br /> TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE ON TOP OF FOUNDATION.
<br /> 2. USE F1554 GRADE 36 BOLTS MINIMUM.
<br /> 3. USE HOT-DIP GALVANIZED BOLTS IN ACCORDANCE WITH ASTM A-123.
<br /> 4'-0" U.L. LABELED ELECTRIC SIGN U.L. LABELED 4. ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE.
<br /> 6'-O" BY COATES INDUSTRIES 4'-0" ELECTRIC SIGN 5. ANCHOR BOLTS,NUTS AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING
<br /> 6,-O„ BY MANUFACTURER.
<br /> COATES
<br /> INDUSTRIES 6. DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF FRAME. HEAVY 3'"HEX
<br /> TOP NUT(GALV.)
<br /> NOTE: 'DIMENSIONS SHALL BE
<br /> VERIFIED WITH SIGN FRAME SMI E
<br /> 21X"x22"xY8"PLATE �m
<br /> WASHERS(GALV.) .n oa
<br /> AND BASE PLATE PRIOR TO Wc
<br /> CONCRETE PLACEMENT. la =
<br /> SEE TYPICAL ELECTRICAL
<br /> CONNECTION CONDUIT I ,S
<br /> DETAIL •
<br /> SEE TYPICAL G.\'`1
<br /> BASE PLATE PROVIDED CONNECTION ► HEAVY HEX
<br /> BY SIGN MANUF. DETAIL BASE PLATE PROVIDED LEVELING NUT
<br /> Araco
<br /> ink ' - SLOPE TOP TO SHED BY SIGN MANUF. _ � (GALV.)
<br /> EMI WATER SLOPE TOP TO SHED roFF_-
<br /> e
<br /> �r
<br /> _ WATER
<br /> �'�— 11
<br /> /\2>‘ /\/\'/� 0 ` Y4"0 HOT DIP GALV. '?
<br /> /�O / ' // /> N 2'-0"0 PIER /!�.A ANCHOR BOLTS ih
<br /> s . \`° %\'/\'/� FOUNDATION, a ��
<br /> a •
<br /> \ (40./w/,,,- H �/j\/// SEE ELEVATION O Ill 2"x2'5 'PLATE
<br /> La (3)-#3 TIES IN THE TOP r� ^= IMI
<br /> i.., O ° = (3)-#3 TIES IN THE TOP
<br /> 5"O/C,10"O/C EQ. EQ. HEADED
<br /> h a 5"0/C,10 O/C
<br /> m a THEREAFTER p ° THEREAFTER ANCHOR BOLT
<br /> IMO
<br /> w ,,w ° (4) "0 ANCHOR BOLTS Z (4) "0 ANCHOR BOLTS ANCHOR BOLT DETAIL
<br /> 3"MIN. _ , NOT TO SCALE
<br /> CLR ` A (4J-#S VERT.REINF .- 3"MIN. TYPICAL ANCHOR BOLT PATTERN SCALE: 1/2" = 1'-o"
<br /> EQUALLY SPACED 4 C9 CLR > > `'�'(4)45 VERT.REINF.
<br /> �--- • ° AROUND STIRRUPS EQUALLY SPACED
<br /> a, AROUND STIRRUPS
<br /> 4
<br /> a ,
<br /> NOTE: ELECTRICAL .W
<br /> 0 ° CONDUIT NOT Lj e
<br /> -,. .,��'a ° d° ° —,2 SHOWN FOR �� ° M� En AEI LEI`�` a rCLARITY. \`' `f(s..,:C\:\:\
<br /> 4.
<br /> //,.//,//,/"..,/,,,,/,/,,/,, -/f%/,//\i/,//,/ -1./,/
<br /> 7-0 2'-0" DOUBLE NUTS(GALV.)
<br /> / DIAMETER / DIAMETER f NOTE: COORDINATE CONDUIT PLACEMENT INSIDE SIGN TIGHTEN TOP NUT Y6 TURN
<br /> COLUMN PRIOR TO CONCRETE PLACEMENT. BEYOND HAND-TIGHT
<br /> FOUNDATION ELEVATION (MENU BOARD) SCALE: 1/2" = 1'-0" FOUNDATION ELEVATION (PRE-SELL BOARD) sCAI E:112"=1'o" 8„ (TURN NUT MAX 80°)O0) Z
<br /> (4)-/�'k4K"SLOTS . 9.8"x3.9"x0.20" p
<br /> ON AN I ly"0 FABRICATED STIEL FLAT WASHERS4_,„
<br /> ��
<br /> PATTERN COL.PER SIGN ` �Y� n w
<br /> SIGN , SIGN `SIGN SIGN >, MANUF. LWOW n.
<br /> = g T
<br /> N 4'-6"--►I N---2'-3"--H $_ i O 1111111110,L • w \ vp3,X,Rp O ` = LEVELING NUT
<br /> E. .',/1:_,2.;!>c:_'
<br /> +eatir
<br /> -laill
<br /> COORD.HOLE IN
<br /> A"THICK STEEL NOTE: THE DISTANCE FROM THE TOP
<br /> O �;4 BBASE PLATE W/ BASE PLATE PER OF THE FOUNDATION TO THE
<br /> ELECT.CONDUITS RD.WI MANUF. BOTTOM OF THE BASE PLATE
<br /> r 1 i SIGN OPROVIDER) 1' SHALL BE NO GREATER THAN 2".
<br /> ... 18 SqFt 4'-0" 9 SqFt 4'-0"
<br /> PER.MANUF.
<br /> 6'-0" Niro 6'-0" TYPICAL BASE PLATE DETAIL TYPICAL CONNECTION DETAIL
<br /> r �` COFFEE NOT TO SCALE NOT TO SCALE
<br /> . `,air� �
<br /> t- 4 Nett
<br /> _Y.
<br /> _Y.
<br /> 12101 Huckleberry Lane Customer Name: McDonald's
<br /> Arlington,WA 98223 Project Address: 7920 Evergreen Way Everett,WA
<br /> _______i_ 5/pIUOREL/lVE 206-542-8737 Date:2/4/19
<br /> Scale:3/8"=1'-0" Scale:3/8"= -0" 1 SIgilaNNINB 360-435-2013
<br /> 800-6064737 Approved by: Date:
<br /> NEW MENU BOARD NEW PRE-MENU BOARS
<br /> www-shorelinesign.com Approved by: Date:
<br />
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