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1 I 2 I 3 I 4 <br /> / 3'-10" / 1'-0'--/ ELECTRICAL BILL OF MATERIALS <br /> s--6"1/ 2.-8 1/2" e / F-,,,,-- ®C <br /> LAMPS (4) F/36/T-12 C.W.H.O. No. QTY. DESCRIPTION SPEC. <br /> �� BALLAST (1) ESB216-12 (SIGNA) 1 AS REQ'D SIGNCOMP ALUM. EXTRUSION, SERIES 12 HINGE BODY (#1612) ALUM. <br /> © AMPS 1.12 2 AS REQ'D SIGNCOMP ALUM. EXTRUSION, BLEED RETAINER (#1632) ALUM. <br /> V.A. 120 VOLTS WATTS 134.4 04 O CIRCUITS 1-20 AMP 3 AS REQ'D SIGNCOMP ALUM. EXTRUSION, 6" RADIUS 1/4 ROUND END (#1671) ALUM. <br /> 4 AS REQ'D 1 1/2" X 1 1/2" X 1/8" ALUMINUM ANGLE ALUM. <br /> A TOLERANCE:± 1/16"_ON 5 AS READ_ 4" ALUM. BALLAST BOX EXTRUSION w/ .050" ALUM. COVER ALUM. _- A <br /> ALL DIMENSIONS 6 AS REQ'D 2" ALUM. RACEWAY EXTRUSION w/,.050" ALUM. COVER ALUM. <br /> 7 AS REVD .125" THICK ALUMINUM FORMED CHANNEL A3003 <br /> LUM <br /> ' e 62 ALL <br /> 63 AREA/WEIGHT 10 AS REQ'D .125" THICK ALUMINUM SHEET 3003 <br /> r - 20 1 3" X 3" X 1/4" STEEL TUBE (6'-4 3/16" LONG) A500 Gr. B <br /> c O L� 90 SIGN SQUARE FOOTAGE: 21 AS REQ'D 1 1/2" X 1 1/2" X 3/16" STEEL ANGLE A36 <br /> 23.0 sq. ft. <br /> �� I i. <br /> ESTIMATED SIGN WEIGHT: 22 1 2" X 2" X 1/4" STEEL LIFT CLIP (2" LONG) A36 <br /> 1� I 225 30 AS REQ'D 1/4" THICK STEEL FLAT STOCK A36 <br /> — <br /> • O O DESIGN LOANS: <br /> 31 1 10" X 10" X 1" THICK STEEL BASE PLATE A36 — <br /> 145 MPH WIND LOAD 32 4 3" X 3" X 3/8" THICK STEEL GUSSET PLATE A36 <br /> • <br /> `� 20 RISK CATEGORY II, EXPOSURE C. <br /> of V� 40 i FLORIDA BUILDING CODE STH 40 AS REVD 3/4" THICK #7328 WHITE ACRYLIC PUSH THRU LETTERSlo - <br /> EDITION (2014) 601 4 F36T12 C,.W.H.O. FLUORESCENT LAMP - <br /> • <br /> 61 1 BALLAST, ESB216-12 (SIGNA) <br /> + 10 1 1/2" i DESIGN LOADS: 62 1 20 AMP TOGGLE DISCONNECT SWITCH - <br /> 115 MPH WIND LOAD <br /> <\\--`1 -1 _ O I F O RISK CATEGORY II, EXPOSURE C. 63 1 INTERMATIC K4021C PHOTOCELL - <br /> \ 2012 INTERNATIONAL BUILDING - <br /> I CODE, ASCE 7-10 64 AS REVD ELECTRICAL CONDUIT PER LOCAL CODE. U.L. <br /> B c, 'O 70 AS REQ'D SELF DRILLING SCREW, #10 x 3/4" HEX HEAD, UNSLOTTED - B <br /> 71 AS REQ'D HINGE SCREW, #10-24 5/8" (SINGCOMP #5280) -- <br /> - <br /> 74 1 01/2" HEX HEAD BOLT w/ NUT AND WASHER <br /> PROTECT ANCHOR BOLTS, <br /> SEE ARTWORK FOR 72 AS REVD CLOSURE SCREW #10-24 7/8" (SIGNCOMP #5230) <br /> a NUTS, AND WASHERS <br /> - <br /> DECORATIONS. O FROM CORROSION WITH 73 AS REQ'D 03/8" CARRIAGE BOLT w/ NUT AND WASHER <br /> 0 <br /> BITUMINOUS COATING <br /> © 75 AS REQ'D SHEET METAL SCREW, CS FLAT HEAD, #8 X 3/4", ZINC FINISH - <br /> THIS SIGN TO 76 AS REQ'D 1/4"-20 ALUM. STUD w/ NUT - <br /> 0BEAR THIS MARK 80 4 3/4"-10 STEEL STRAIGHT ANCHOR BOLTS AND WASHERS, 3'-0" F1554 Gr.55 <br /> — <br /> Iw 90 - UNION, U.L. & ELECTRICAL LABEL LOCATION - <br /> / \ ' r <br /> \ 1 <br /> 10 I SOONI" ".,'I- 31 <br /> r - <br /> . , <br /> 64 Q . 80 Q <br /> as r. e. 'O <br /> C a 4 r. THREE(3)#3 TIES W1HIN <br /> ° e ° e FIRST 5",THEN SPACE#3 TIES C <br /> .' • • . . " AT 14" O.C. MAX <br /> • 4 AUGERED FOUNDATION: e <br /> ° 4 a 02'-0" X 4'-6" DEEP ' ° 4 a <br /> 4 ° 4 CONCRETE FOOTING: 4' ° 4 (6)17 VERTICAL BARS SPACED <br /> h • "' EVENLY AROUND PERIMETER <br /> • CONCRETE REQUIRED: <br /> a : A 0.5 cu.yd. a4. . ° <br /> e e <br /> a a <br /> O 0' a FOUNDATION NOTE: . Q Q a <br /> 4 3000 PSI CONCRETE ® 28 DAYS 4 <br /> — <br /> e• a_ 4 <br /> I 2000 PSF SOIL BEARING . e a 4 <br /> ° 150 PSF/FT SOIL LATERAL ° <br /> a BEARING UNDISTURBED SOIL . . a 4 <br /> r 4 r 4 <br /> a a a a <br /> ° °� o e 44 a <br /> A <br /> D Nc- . . D <br /> / 2'-0" / <br /> REF. DWG. . if; 72"X 46"X 12"D/F ILLUM MONUMENT w/ LOCATION: VARIOUS <br /> ELEVATION _ -4.- ,1 e. r � PUSH THRU COPY. - l Cn EFTT Q RE <br /> SCALE 3/4'=1'-0" �.; <br /> ,l, 1418 ELMHURST RD. 1= LOCATION NO.: <br /> - ;o ELK GROVE VILLAGE DRAWINGS ARE THE EXCLUSIVE PROPERIT OF ICON!DENIM'SOLUTIONS INC.,ANY REQUEST No.: 312191UNAU v <br /> DESIGN IS ITENDED FOR USE <br /> rfa, x,f? -•' ILLINOIS 60007 BYTFHE ICON COMPANESAND THERORIIED USE OR APPROVEDVEN ORS NS NOT PERMITTED. IS FABRICATIONX ASSEMBLY AND DRAWN BY: ARVIN DAVID - CHECKED BY: _PM <br /> f +�`• INSTALLATION.ICON MAKES NO CLAIM TO ANY STRUCTURAL,ELECTRICAL,MECHANICAL OR <br /> — m ''' FOUNDATION ENGINEERING IF THIS DESIGN IS USED OUTSIDE OF THE ICON COMPANIES AND DATE DRAWN: 04/30/19 DATE CHECKED: 04/30/19 <br /> SIGN ID: - THE APPROVED VENDORS. DRAWNG SCALE AS NOTED FILE: USF0014A SHEET: —1/4"- <br /> 1 I 2 I 3 I 4 'y <br /> R:\ACCOUNTS\U\US FOODS\MONUMENT\USF0014A_6'-0"X 3'-10"X 1'-D"DF ILLUM PUSH THRU.dwg 1\t j <br />