Laserfiche WebLink
AM alti <br /> 1 2 ® ® SIGN � �SIGN SIGN SIGN <br /> \ \* 4'-6" -I" 3 4 <br /> 2'-3" ANCHOR BOLT, NUT AND WASHER NOTES: <br /> 1. TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE ON TOP OF FOUNDATION. <br /> 2, USE F1554 GRADE 36 BOLTS MINIMUM. /Vv(rS 4/4SNS <br /> 3. USE HOT-DIP GALVANIZED BOLT'ISKCCORDANCE 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'_0" BY COATES INDUSTRIES 4'_0" ELECTRIC SIGN 5. ANCHOR BOLTS,NUTS AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING <br /> BY MANUFACTURER. <br /> 6'-0" COATES <br /> INDUSTRIES 6. DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF FRAME. HEAVY i4"HEX <br /> WEIGHT of SIGN <br /> TOP NUT(GALV.) <br /> NOTE: 'DIMENSIONS SHALL BE <br /> 540 LBS WEIGHT of SIGN VERIFIED WITH SIGN FRAME 2y" ,y „PLATE �iii: n< <br /> AND BASE PLATE PRIOR TO Q <br /> \ WASHERS(GALV.) -� — '' <br /> 350 LBS CONCRETE PLACEMENT. INT x <br /> SEE TYPICAL \ <br /> ELECTRICAL <br /> 0 ' 6 <br /> CONNECTION CONDUIT <br /> DETAIL GAR <br /> SEE TYPICAL <br /> BASE PLATE PROVIDED CONNECTION ��' HEAVY HEX <br /> LEVELING NUT <br /> BY SIGN MANUF. DETAIL BASE PLATE PROVIDED bo <br /> elk : SLOPE TOP TO SHED BY SIGN MANUF. — 41 i (GALV.) <br /> —�� r� WATER — <br /> C _ i ° SLOPE TOP TO SHED oo _ C <br /> _ WATER <br /> if <br /> \� \� ° \ \/\' II —t ! G /� `'' •" %a"O HOT DIP GALV, a <br /> ,U//,\/ a 4, %\/I \�>S - 2'-O'0PIER ` 4111„ ANCHOR BOLTS 0 <br /> ir, a ° y��\'�° / /� FOUNDATION, a- •�. <br /> d °. I — /U%\/A \ /,\//% SEE ELEVATION c p I I I 2'x2' "PLATE <br /> w (3)-#3 TIES IN THE TOP M ° m O <br /> C; 0 10" = n (3)43 TIES IN THE TOP _ ��� <br /> p ° 5"0/C,ITT 0/C / M <br /> M c_ 5"O/C,10"O/C EQ. EQ. HEADED <br /> ° i� THEREAFTER O ., ° , THEREAFTER Ea ANCHOR BOLT <br /> to w ° e10" (4)%"0 ANCHOR BOLTS m °- <br /> ° z w ���" (4)3/i'0 ANCHOR BOLTS ANCHOR BOLT DETAIL <br /> 3"MIN./ ° „a NOT TO SCALE <br /> CLR as (4)45VERT.REINF. o MI / -i_ 4 TYPICAL ANCHOR BOLT PATTERN SCALE: 1/2" = �'—o" <br /> 1 CLR • ( )-#5 VERT.REINF. <br /> 1 O„ ?,. EQUALLY SPACED <br /> ✓� EQUALLY SPACED <br /> ', AROUND STIRRUPS ° ,----• <br /> 51"LONG a AROUND STIRRUPS <br /> ° <br /> 44"LONG <br /> ° 10" SONOTUBE V SONOTUBE <br /> u \\, ° 1 �\ 56"LONG \______.\ e 1I�°�° f 51"LONG <br /> • <br /> d°°,. 4�� d °. s %��\ SIGN SIGN SIGN <br /> DOUBLE NUTS(GALV.) <br /> DIAMETER DIAMETER NOTE: COORDINATE CONDUIT PLACEMENT INSIDE SIGN TIGHTEN TOP NUTX TURN <br /> COLUMN PRIOR TO CONCRETE PLACEMENT. BEYOND HAND-TIGHT <br /> FOUNDATION ELEVATION (PRE-MENU BOARD) Scale: 1/2" = 1'-0" (TURN OF NUT METHOD) <br /> FOUNDATION ELEVATION (MENU BOARD) Scale: 1/2" = 1'-0" 8' (MIN 6o°,MAX 80') = Z <br /> (4)%"x4✓2'SLOTS 9.8'k3.9'k0.20"ON AN 11y"04.6 FABRICATED STEL FLAT WASHERSIiiii%PATTERN �� COL.PER SIGN �Y <br /> SIGN SIGN MANUF. u/ i/. O <br /> SIGN SIGN „IMI a <br /> Ill ----N A A %fit 4 Q �, KO is' �—r-3" 0, a oac\ O • NEW <br /> .p^., X O \ LEVELING NUT <br /> A ST-FrSOIRp:v / la <br /> SQo S COORD.HOLE IN NOTE: THE DISTANCE FROM THE TOP <br /> Fc P ° BASE PLATE W/ "THICK STEEL <br /> _ AP ELECT.CONDUITS BASE PLATE PER OF THE FOUNDATION TO THE <br /> MANUF. BOTTOM OF THE BASE PLATE <br /> �_- 1 i�N (COORD.W/ SHALL BE NO GREATER THAN 2". <br /> `„"' Q Sq Ft 4�-0n 4-O SIGN PROVIDER) 1'-8%" <br /> v 9SgFt "' <br /> PER.MANUF. <br /> 1101- a ,."' s'-o" IIN[li[ti 6'-o°' TYPICAL BASE PLATE DETAIL TYPICAL CONNECTION DETAIL <br /> c, COFFEE NOT TO SCALE NOT TO SCALE <br /> ' -.` welt CITY OF E'✓ERETT <br /> s -i FVIP;F11 FI:')R PcrI !T <br /> 12101 Huckleberry Lane Customer Name: McDonald's <br /> Arlington,WA 98223 <br /> !� . SHORELINE zo6-saz-1,737 DateProject7/30119 2001 Everett Ave,WA 98201 <br /> Scale:3/8"=1'-0" Scale:3/8"=1'-0" SI611&AWNIN6 <br /> 360-435-2013 <br /> 800-606-8737 STORE # 14447 <br /> NEW MENU BOARD NEW PRE-SELL BOARD <br /> www.shorelinesign.com <br /> 12' <br />