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<br />:~: 0905290
<br />
<br />I~
<br />
<br />10' 01,1
<br />- 4
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<br />NOTES:
<br />
<br />2'_9~"
<br />
<br />~FASTENER LOCATION(1YP)
<br />(MINIMUM QUANTI1Y INDICATED,
<br />4 PER CABINET)
<br />
<br />I. THE DESIGN, FABRICATION AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING COOES
<br />AND SPECIFICATIONS: THE 2004 FLORIDA BUILDING CODE, THE AMERICAN
<br />INSTITUTE OF STEEL CONSTRUCTlON(MANUAL OF STEEL CONSTRUCTlON(9TH EDITION), THE
<br />AMERICAN WELDING SOCIETY(AWS DI.I-98), THE AMERICAN CONCRETE INSTITUTE BUILDING
<br />CODE REQUIREMENTS FOR STRUCTURAL CONCRETE(ACI 318-95), THE SPECIFICATIONS FOR
<br />ALUMINUM STRUCTURES BY THE ALUMINUM ASSOCIATION(CURRENT EDITION),
<br />
<br />4'-2"
<br />
<br />II/IG"-
<br />
<br />4'-9 3/ I G"
<br />
<br />2, STRUCTURAL STEEL REQUIREMENTS: PLATES, ROLLED SHAPES AND BARS SHALL
<br />BE ASTM A:56(OR EQUAL), STANDARD PIPE SHALL BE ASTM A53, GRADE B(OR BETTER.
<br />FY=35 KSI), STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B(DR BETTER. FY= 46
<br />KSI), ALL BOLTED CONNECTIONS SHALL BE MADE WITH ASTM A325 BOL TS(OR BETTER
<br />WITH FLAT WASHERS(UNLESS NOTED OTHERWISE), ALL FASTENERS TO BE NON-CORROSIVE,
<br />ALL STRUCTURAL STEEL SHALL BE SHOP PRIME COATED WITH A RUST INHIBITIVE PRIMER
<br />AND FINISH PAINTED AS APPROVED BY OWNER(SURFACE PREPARATION SHALL BE IN
<br />ACCORDANCE WITH THE MAUUFACTURER'S RECOMMENDATIONS), FIELD CONNECTIONS AND
<br />DAMAGED OR ABRADED AREAS OF PROTECTIVE COATING SHALL BE TOUCH UP PAINTED WITH
<br />COMPATIABLE MATERIAL, ALL STEEL SUBJECT TO DIRECT CONTACT WITH EARTH SHALL
<br />BE BITUMASTIC(OR EQUAL) COATED(IF NOT SUBJECT TO SUNLIGHT AND CARBOMASTIC(OR
<br />EQUAL) COATED(IF SUBJECT TO SUNLIGHT) IN ACCORDANCE WITH THE MANUFACTURER'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 />AND QUALITY OF WELDS, ALL WELDERS AND WELDING PROCESSES SHALL BE QUALIFIED
<br />IN ACCORDANCE WITH AWS STANDARD QUALIFICATION PROCEDURES.
<br />
<br />.
<br />
<br />.
<br />
<br />II'"'""" II
<br />
<br />~
<br />
<br />1
<br />
<br />.
<br />
<br />FRONT ELEVATION
<br />
<br />3, ALL FERROUS TO NONFERROUS SURFACES SHALL BE SEPARATED BY 3M#355 POLYESTER
<br />CLEAR TAPE(DR EQUAL),
<br />
<br />4, THE ELECTRICAL INSTALLATION SHALL BE IN COMPLIANCE WITH THE NATIONAL ELECTRICAL
<br />CODE ANO ALL REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITY,
<br />
<br />5, THE DESIGN WIND SPEED IS 130 MPH PER ASCE 7-02 WITH .C. EXPOSURE RESULTING IN A
<br />DESIGN PRESSURE OF 33.76 PSF AT A HEIGHT OF 20'-0. ABOVE GRADE,
<br />
<br />6, THE CUSTOMER'S BUILDING ENGINEER is TO DETERMINE IF THE BUILDiNG STRUCTURE WILL
<br />SUPPORT THE SIGN, THE CUSTOMER SHALL SUPPLY ANY ADDITIONAL STRUCTURE REQUIRED,
<br />
<br />I
<br />
<br />
<br />EXISTING WALL(CMU OR SOLID CONCRETE)
<br />(RESPONSIBILl1Y OF OTHERS)
<br />
<br />7, THE CONTRACTDR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD AND
<br />NOTIFY THE ENGINEER OF ANY DISCREPANCIES, WALL SECTION PER CUMMINGS SIGNS SURVE
<br />
<br />7 5/8'1 -
<br />CHANNEL LETTER
<br />
<br />8, ENGINEERING SEAL IS APPLICABLE TO THE MOUNTING PLATE/WALL ATTACHMENT DESIGN ONl
<br />
<br />9, ALL ELECTRICAL COMPONENTS ARE UL LISTED, SIGNAGE IS MANUFACTURED IN COMPLlANC
<br />NEe 600, SIGNAGE IS GROUNDED IN COMPLIANCE WITH NEC 250, ONE VISIBLE 20 AMP
<br />DISCONNECT IS REQUIRED PER CIRCUIT,
<br />
<br />10, INSTALL TAPCON FASTENERS IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN
<br />INSTRUCTIONS AND RECOMMENDATIONS,
<br />
<br />REFERENCE
<br />FRONT
<br />ELEVATION
<br />
<br />1/4'1(2) TAPCON MASONRY FASTENERS
<br />(I 1/4" MINIMUM EMBEDMENT IN CONCRETE)
<br />(REFERENCE FRONT ELEVATION
<br />FOR MINIMUM QUANTITY)
<br />
<br />Glenn T. Tisdale, P.E.
<br />
<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 />
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<br />
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<br />
<br />(tf)---/9-t1Jj--
<br />
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<br />designFirst, Inc.
<br />P.O, BOX 9335
<br />DOTHAN. AL 36304
<br />(334)793,9734
<br />
<br />CAD:
<br />SCALE:
<br />DATE:
<br />SHT. NO.:
<br />DWG, NO,:
<br />
<br />GT
<br />1/2': I'
<br />10/19/05
<br />I OF I
<br />0905290S1
<br />
<br />SECTION DETAIL
<br />N.T.5.
<br />
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