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<br />:<f: 0905297
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<br />7 5/811 -
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<br />REFERENCE
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<br />SECTION DETAIL
<br />N.T.S.
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<br />NOTES:
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<br />~FASTENER LOCATION(TYP)
<br />(MINIMUM QUANTITY INDICATED,
<br />4 PER CABINET)
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<br />I.
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<br />THE DESIGi'4, FABRICATlDi'4 Ai'4D COi'4STRUCTIOi'4 SHALL COi'4FORH TO THE FOlLOWli'4G CODES
<br />Ai'4D SPECIFICATIOi'4S: THE 2004 FLORiDA BUILOIi'4G CODE, THE AHERICAi'4
<br />Ii'4STlTUTE OF STEEL COi'4STRUCTION(MAi'4UAL OF STEEL C0i'4STRUCTl0i'4(9TH EDITIOi'4), THI
<br />AMERICAi'4 WELDIi'4G SDCIETY(AWS DI.I-98), THE AMERICAi'4 CONCRETE INSTITUTE BUILDIi'4(
<br />CODE REQUIREMEi'4TS FOR STRUCTURAL CDi'4CRETE(ACI 318-95), THE SPECIFICATIDi'4S FOR
<br />ALUMIi'4UM STRUCTURES BY THE ALUMIi'4UM ASSOCIATIOi'4(CURREi'4T EDITIOi'4),
<br />
<br />z,
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<br />STRUCTURAL STEEL REQUIREMENTS: PLATES, ROLLED SHAPES AND BARS SHALL
<br />BE ASTM A36(OR EQUAL), STANDARD PIPE SHALL BE ASTM A53, GRADE B(OR BETTER,
<br />FY=35 KSI), STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B(OR BETTER, FY= 46
<br />KSI), ALL BOLTED COi'4NECTIONS SHALL BE MADE WITH ASTM A325 BOL TS(OR BETTER
<br />WITH FLAT WASHERS(Ui'4LESS i'40TED OTHERWISE), ALL FASTENERS TO BE NOi'4-CORROSIVE,
<br />ALL STRUCTURAL STEEL SHALL BE SHOP PRIME COATED WiTH A RUST Ii'4HIBITIVE PRIMER
<br />AND Fli'4ISH PAIi'4TED AS APPROVED BY OWNER(SURFACE PREPARATIOi'4 SHALL BE 1i'4
<br />ACCORDANCE WITH THE MAUUFACTURER'S RECOMMEi'4DATIOi'4S), FIELD CONNECTIONS Ai'4D
<br />DAMAGED OR ABRADED AREAS OF PROTECTIVE COATIi'4G SHALL BE TOUCH UP PAINTED WtrI
<br />COMPATIABLE MATERIAL, ALL STEEL SUBJECT TO DIRECT CONTACT WITH EARTH SHALL
<br />BE BITUMASTIC(OR EQUAL) COATED(IF NOT SUBJECT TO SUNLIGHT Ai'4D CARBOMASTIC(OR
<br />EQUAL) COATED(IF SUBJECT TO SUi'4L1GHT) 1i'4 ACCORDANCE WITH THE MAi'4UFACTURER'S
<br />RECOMMENDATIONS, ALL WELDS SHALL BE MADE WITH E70XX ELECTRODES(OR EQUAL),
<br />ALL FIELD WELDS SHALL COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE,
<br />Ai'4D QUALITY OF WELDS, ALL WELDERS AND WELDING PROCESSES SHALL BE QUALIFIED
<br />1i'4 ACCORDAi'4CE WITH AWS STAi'4DARD QUALIFICATlOi'4 PROCEDURES,
<br />
<br />3, ALL FERROUS TO NONFERROUS SURF ACES SHALL BE SEPARATED BY 31'1#355 POLYESTER
<br />CLEAR TAPE(OR EQUAL),
<br />
<br />4, THE ELECTRICAL INSTALLATION SHALL BE 1i'4 COMPLIANCE WITH THE NATIONAL ELECTRIC
<br />CODE Ai'4D ALL REQUIREMEi'4TS OF THE LOCAL GOVERi'4ING AUTHORITY,
<br />
<br />5, THE DESIGi'4 WIi'4D SPEED is 130 MPH PER ASCE 7-02 WITH .C' EXPOSURE RESUl TIi'4G 1i'4
<br />DESIGi'4 PRESSURE OF 33,76 PSF AT A HEIGHT OF 20'-0. ABOVE GRADE,
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<br />6, THE CUSTOMER'S BUILDING ENGINEER is TD DETERMINE IF THE BUILDIi'4G STRUCTURE WILL
<br />SUPPORT THE SIGi'4, THE CUSTOMER SHALL SUPPLY Ai'4Y ADDITIONAL STRUCTURE REQUIRI
<br />
<br />EXISTING WALL(CMU OR SOLID CONCRETE)
<br />(RESPONSIBILITY OF OTHERS)
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<br />7, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD AND
<br />i'40TIFY THE Ei'4GINEER OF ANY DISCREPANCIES, WALL SECTIOi'4 PER CUMMINGS SIGi'4S SL
<br />
<br />8, Ei'4GIi'4EERING SEAL IS APPLICABLE TO THE MOUi'4TING PLATE/WALL ATTACHMEi'4T DESIGi'4
<br />
<br />9, ALL ELECTRICAL COMPONENTS ARE UL LISTED, SIGi'4AGE IS MANUFACTURED 1i'4 COMPL
<br />NEC 600, SIGNAGE IS GROUNDED IN COMPLlAi'4CE WITH NEC 250, ONE VISIBLE 20 AI
<br />DISCONNECT IS REQUIRED PER CIRCUIT,
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<br />10, Ii'4STALL TAPCOi'4 FASTENERS 1i'4 ACCORDANCE WITH THE MANUFACTURERS WRITTEi'4
<br />Ii'4STRUCTIOi'4S AND RECOMMEi'4DATIONS,
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<br />1/4"0 TAPCON MASONRY FASTENERS
<br />(I 1/411 MINIMUM EMBEDMENT IN CONCRETE)
<br />(REFERENCE FRONT ELEVATION
<br />FOR MINIMUM QUANTITY)
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<br />CUMMINGS SIGNS, INC.
<br />P.O. Box 23194
<br />NASHVILLE, TN 37202
<br />CHANNEL LETTER SET
<br />TACO BELL- 7~1~ GALL BOULEVARD- ZEPHYRHILLS, FL
<br />
<br />Glenn T. Tisdale, P.E.
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<br />~~A~
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<br />designFirst, Inc.
<br />P.O, BOX 9335
<br />DOTHAN, AL 36304
<br />(334)793-9734
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<br />CAD:
<br />SCALE:
<br />DATE:
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<br />DWG, NO,:
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<br />GT
<br />112': I'
<br />10/19/05
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<br />0905297S1
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