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\ j- 2'-3"- \.1, 4'-6" 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. <br /> 3. USE HOT-DIP GALVANIZED BOL N ACCORDANCE WITH ASTM A-123. <br /> 4'-04'-�^ 4. ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE. <br /> » U.L. LABELED ^ U.L. LABELED ELECTRIC SIGN 5. ANCHOR BOLTS,NUTS AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING <br /> 6-0 ELECTRIC SIGN 6'-0" BY COATES INDUSTRIES MANUFACTURER. <br /> BY <br /> COATES 6. DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF FRAME. HEAVY Y."HEX <br /> INDUSTRIES TOP NUT(GALV.) <br /> NOTE: 'DIMENSIONS SHALL BE <br /> VERIFIED WITH SIGN FRAME `::�: <br /> AND BASE PLATE PRIOR TO 2}Z� z'kX�PLATE u,_ <br /> WASHERS(GALV.) -��i rn <br /> CONCRETE PLACEMENT. ,ts7 = <br /> ELECTRICAL <br /> 0 <br /> SEE TYPICAL SEE TYPICAL CONDUIT I co <br /> CONNECTION CONNECTION (>, <br /> DETAIL BASE PLATE PROVIDED DETAIL /01111111111%. HEAVY HEX <br /> LEVEBY SIGN MANUF. BASE PLATE PROVIDED (GAL .) NUT <br /> o <br /> BY SIGN MANUF. _ � (GALV.) M <br /> 0 <br /> SLOPE TOP TO SHED <br /> WATER = SLOPE TOP TO SHED ao _ <br /> i( WATER <br /> r S " _ N `�i A"0 HOT DIP GALV. r? <br /> �/ •,T\'i M� " ' \ (/?�. \'i 7 "/ '/ 2'-0"0 PIER �.• ANCHOR BOLTS <br /> 11 <br /> U%\/° , ' ` .%/, /% i/.d// ° - \//.< FOUNDATION. '�� <br /> c •-•>`....,1., .. ._ SEE ELEVATION 2"x2 "PLATE <br /> x s 13)-#3 TIES IN THE TOP x O I ( I 'U <br /> L. e THEREAFTER - wo _ (3)-#3 TIES IN THE TOP " EQ. EQ. HEADED <br /> ` .` • `? o 5"0/C,10"0/C <br /> L9_, C. m °e - THEREAFTER KgaANCHOR BOLT <br /> • w f (4)3'"0 ANCHOR BOLTS ° <br /> W ANCHOR BOLT DETAIL <br /> 3"MIN./ <br /> ./ ' a °e.0 '-_(4)-#5 VERT.RHNF. . ° (4) "0 ANCHOR BOLTS NOT TO SCALE <br /> 3 M,N. TYPICAL ANCHOR BOLT PATTERN SCALE: v2" = I-o" <br /> v a a EQUALLY SPACED / a • <br /> 4 ' AROUND STIRRUPS CLR a (4)-#5 VERT.RHNF. <br /> 4 <br /> '/_EQUALLY SPACED <br /> e , 1, e 4 AROUND STIRRUPS <br /> k--- 'Q' . <br /> \�. ° U ��-r a DOUBLE NUTS(GALV.) <br /> i/ - e G - NOTE: ELECTRICAL <br /> < • ...r., <br /> U \, e > \ CONDUIT NOT <br /> NOTE: COORDINATE CONDUIT PLACEMENT INSIDE SIGN TIGHTEN TOP NUT.TURN <br /> 1 i i�c, °e %�i SHOWN FOR COLUMN PRIOR TO CONCRETE PLACEMENT. BEYOND HAND-TIGHT <br /> //�//�//�//�/�/�i/�/ `\\l/� a °'^T\ CLARITY. (TURN OF NUT METHOD) <br /> '\/\/v v\/NA < 8 (MIN 60°,MAX 80°) Z <br /> / DIAMETER # \//\/./,////,/,At,/�\ (4)4"x�"SLOTS FABRICATED STEL FLAT WASHERS4_. <br /> O <br /> ON AN 1 1Y4'0 <br /> FOUNDATION ELEVATION (PRE-SELL BOARD) SCALE: 1/2^=1'-0° DIAMETER / PATTERN �� MOL.ANUF.RSIGN '�_.. 1 / <br /> iZE�AtTv —= 6°ks;' FOUNDATION ELEVATION (MENU BOARD) SCALE: 1/2"_ 1'-o' / •` ` �\ be, <br /> . Millirr <br /> c-& c- 3-6,0,st \ :,,:.,;1(' .:; O \ LEVELING NUT <br /> III ' " COORD.HOLE IN NOTE: THE DISTANCE FROM THE TOP <br /> 7-5 PI %"THICK STEEL <br /> 4,6,� BASE PLATE W/ BASE PLATE PER OF THE FOUNDATION TO THE <br /> ( A A N A A 14,---2'-3"---10Tr- ELECT.CONDUITS MANUF. BOTTOM OF THE BASE PLATE <br /> 4. F • <br /> // (COORD.WI SHALL BE NO GREATER THAN 2'. <br /> -R_ 4 Irk'""i'„R SraRiy,Ql1R DAY SIGN PROVIDER) 1'$12" <br /> = _ e.._• ' y. u_s PER.MANUF. <br /> �. ' °. , TYPICAL BASE PLATE DETAIL TYPICAL CONNECTION DETAIL <br /> �" 4'6° w , „ NOT TO SCALE NOT TO SCALE <br /> 18SgFt 4.0 9S Ft 4'-0" <br /> F <br /> t k:.''k:jjf\:47-) =.- 42 S Ft `i '' Sq <br /> mow • <br /> COFFEE <br /> Ft <br /> �iein 4, lit <br /> — + C've , �/1 '' � FI)R PERM T <br /> �_—_ MENU ___Y. PRE-MENU <br /> BOARD BOARD <br /> _ .._ 12101 Huckleberry Lane Customer Name:McDonald's 7' <br /> Scale:3/8"=V-0" Arlington,WA 98223 ,� <br /> ,2,3/ ,i, <br /> Scale:3/8 1= -0 �� 9f/OREL/NE Project Address:1{Q (`LLp>y/i 4tkverett,WA206-542-8737 360-435-2013 Date:2/4/19 <br /> EXISTING MENU BOARDS TO BE REPLACED NEW MENU BOARDS SIGN�AWMING 800-606-8737 <br /> Approved by: Date: <br /> www.shorelinesign.com Approved by: Date: <br />