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<br />:J=: 0905290
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<br />'0' 0111
<br />- 4
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<br />12 3/4'~
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<br />I G1,
<br />
<br />~41-11
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<br />
<br />
<br />NOTES:
<br />
<br />21_9~"
<br />
<br />~FASTENER LOCATION(lYP)
<br />(MINIMUM QUANTllY INDICATED,
<br />4 PER CABINET)
<br />
<br />I, THE DESIGN, FABRICATION AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING CODES
<br />AND SPECIFICATIONS: THE 2004 FLORIDA BUILDING CODE, THE AMERICAN
<br />INSTITUTE OF STEEL CONSTRUCTlON(MANUAL OF STEEL CONSTRUCTION(9TH EDlTION), THE
<br />AMERICAN WELDING SDCIETV(AWS 01.1-98), THE AMERICAN CONCRETE INSTITUTE BUILDING
<br />CODE REQUIREMENTS FOR STRUCTURAL CONCRETE(ACI ~18-95), THE SPECIFICATIONS FOR
<br />ALUMINUM STRUCTURES BV THE ALUMINUM ASSOCIATlON(CURRENT EDITION),
<br />
<br />41-2"
<br />
<br />2,
<br />
<br />STRUCTURAL STEEL REQUIREMENTS: PLATES, ROLLED SHAPES AND BARS SHALL
<br />BE ASTM A36(OR EQUAL), STANDARD PIPE SHALL BE ASTM A5~, GRADE B(OR BETTER,
<br />FV=35 \<,SI), STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B(OR BETTER, Fv= 46
<br />KSI), ALL BOLTED CONNECTIONS SHALL BE MADE WITH ASTM A~25 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 BITUMASTlC(OR EQUAL) COATED(IF NOT SUBJECT TO SUNLIGHT AND CARBOMASTIC(OR
<br />EQUAL) CDATED(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 COMPL V WITH AWS CODE FOR PROCEDURES, APPEARANCE,
<br />AND QUALlTV OF WELDS, ALL WELDERS AND WELDING PROCESSES SHALL BE QUALIFIED
<br />IN ACCORDANCE WITH AWS STANDARD QUALIFICATION PROCEDURES,
<br />
<br />.
<br />
<br />
<br />1
<br />
<br />II~ II
<br />
<br />~
<br />
<br />.
<br />
<br />.
<br />
<br />II/IG11-
<br />
<br />41-9 3/ I G"
<br />
<br />FRONT ELEVATION
<br />
<br />3, ALL FERROUS TO NONFERROUS SURF ACES SHALL BE SEPARATED BV 31'1#355 POL VESTER
<br />CLEAR TAPE(OR EQUAL),
<br />
<br />4, THE ELECTRICAL INSTALLATION SHALL BE IN COMPLIANCE WITH THE NATIONAL ELECTRICAL
<br />COOE AND ALL REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITV,
<br />
<br />5, THE OESIGN WINO 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 SUPPL V ANY ADDITIONAL STRUCTURE REQUIRED,
<br />
<br />I
<br />
<br />
<br />EXISTING WALL(CMU OR SOLID CONCRETE)
<br />(RESPONSIBILllY OF OTHERS)
<br />
<br />7, THE CONTRACTOR SHALL VERIFY ALL OIMENSIONS AND CONDITIONS IN THE FIELD AND
<br />NOTIFV THE ENGINEER OF ANY DISCREPANCIES, WALL SECTION PER CUMMINGS SIGNS SURVE
<br />
<br />7 5/8" -
<br />CHANNEL LETTER
<br />
<br />8, ENGINEERING SEAL IS APPLICABLE TO THE MOUNTING PLATE/WALL ATTACHMENT DESIGN ONt
<br />
<br />9, ALL ELECTRICAL COMPONENTS ARE UL LISTED, SIGNAGE IS MANUFACTURED IN COMPLlANC
<br />NEC 600, SIGNAGE IS GROUNDED IN COMPLIANCE WITH NEC 250, ONE VISIBLE 20 AMP
<br />DISCONNECT IS REQUIRED PER CIRCUIT,
<br />
<br />10, INSTALL TAPeON FASTENERS IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN
<br />INSTRUCTIONS AND RECOMMENOATIONS,
<br />
<br />REFERENCE
<br />FRONT
<br />ELEVATION
<br />
<br />1/4110 TAPCON MASONRY FASTENERS
<br />(I 1/411 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- 7.313 GALL BOULEVARD- ZEPHYRHILLS, FL
<br />
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<br />~ ~A.k-
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<br />( () ~ /9 '(),j .-
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<br />design First, Inc.
<br />p,o, BOX Q~~5
<br />DOTHAN, AL ~6~04
<br />(~~4)7Q~-Q7~4
<br />
<br />CAD:
<br />SCALE:
<br />DATE:
<br />SHT, NO,:
<br />DWG. NO,:
<br />
<br />GT
<br />112': I'
<br />10/19/05
<br />I OF 1
<br />090529051
<br />
<br />SECTION DETAIL
<br />N.T.5.
<br />
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