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<br />:Cf: 0905297
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<br />
<br />21_9~"
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<br />l
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<br />7 5/8" -
<br />CHANNEL LETTER
<br />
<br />I
<br />
<br />REFERENCE
<br />FRONT
<br />ELEVATION
<br />
<br />L
<br />
<br />.
<br />
<br />FRONT ELEVATION
<br />
<br />
<br />SECTION DETAIL
<br />N.T.S.
<br />
<br />~FASTENER LOCATION(1YP)
<br />(MINIMUM QUANTI1Y INDICATED,
<br />4 PER CABINET)
<br />
<br />EXISTING WALL(CMU OR SOLID CONCRETE)
<br />(RESPONSIBILl1Y OF OTHERS)
<br />
<br />1/4"0 TAPCON MASONRY FASTENERS
<br />(I 1/4" MINIMUM EMBEDMENT IN CONCRETE)
<br />(REFERENCE FRONT ELEVATION
<br />FOR MINIMUM QUANTI1Y)
<br />
<br />NOTES:
<br />
<br />I.
<br />
<br />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 CONSTRUCTION(MANUAL OF STEEL CONSTRUCTION(9TH EDITION), THI
<br />AMERICAN WELDING SOCIETY(AWS 01.1-98), THE AMERICAN CONCRETE INSTITUTE BUILDINC
<br />CODE REQUIREMENTS FOR STRUCTURAL CONCRETE(ACI :518-95), THE SPECIFICATIONS FOR
<br />ALUMINUM STRUCTURES BY THE ALUMINUM ASSOCIATION(CURRENT EDITION),
<br />
<br />2,
<br />
<br />STRUCTURAL STEEL REQUIREMENTS: PLATES, ROLLED SHAPES AND BARS SHALL
<br />BE ASTM M6(OR EQUAL), STANDARD PIPE SHALL BE ASTM A5:5, GRADE B(OR BETTER,
<br />FY=:55 ~SI), STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B(OR BETTER, FY= 46
<br />~SI), ALL BOLTED CONNECTIONS SHALL BE MADE WITH ASTM A:525 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 />:5, ALL FERROUS TO NONFERROUS SURFACES SHALL BE SEPARATED BY :5M#:555 POLYESTER
<br />CLEAR TAPE(OR EQUAL),
<br />
<br />4. THE ELECTRICAL INSTALLATION SHALL BE IN COMPLIANCE WITH THE NATIONAL ELECTRICAL
<br />CODE AND ALL REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITY,
<br />
<br />5, THE DESIGN WIND SPEED IS 1:50 MPH PER ASCE 7-02 WITH .C. EXPOSURE RESULTING IN A
<br />DESIGN PRESSURE OF :5:5,76 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 />7, THE CONTRACTOR 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 />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 />NEC 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 />tlEVIEW DATE: ~ I.... . J 0(; b
<br />CITVOFZEPHY~ ~,
<br />IHHLDING OFFICIAI/!Itd ~ d--'
<br />
<br />Glenn T. Tisdale, P,E.
<br />
<br />CUMMINGS SIGNS, INC.
<br />P.O. Box 23/94
<br />NASHVILLE, TN 37202
<br />CHANNEL LETTER SET
<br />TACO BELL- 7:31:3 GALL BOUlEVARO- ZEPHYRHILLS, FL
<br />
<br />~ T.s~~
<br />
<br />'df"
<br />
<br />.; ""'-
<br />designFirst, Inc.
<br />p,o, BOX 9335
<br />DOTHAN, AL 36304
<br />(334)793,9734
<br />
<br />GT
<br />1/2': I'
<br />10/19/05
<br />I OF 1
<br />0905297S1
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<br />SCALE:
<br />DATE:
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