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<br />COLUMN LAYOUT
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<br />8, All permits and inspections are to be arranged and obtained by others
<br />unless otherwise stated in USl's signed contract..
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<br />105' -0"
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<br />OVERALL DIMENISION
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<br />CANOPY FOUNDATION PLAN
<br />SCALE: 1/8" = 1'-0"
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<br />BUILDING
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<br /> 6'-5~" 12'-P" 13'-4" 13'- " 13'-4" 13'- " 13'-4" 13'-4" 6'-6~"
<br />CANOPY liGHT I AYOIJT
<br />COlUMN I AYOIJT 12' -0" 27'-0" 27'-0" 27'-0" 12'-0"
<br />PlJRllN SPIICF ~" 38'-6~" 27'-0" 38'-6~" 5 .
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<br />VERALL DIMENSION 105'-0"
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<br />CA,NOPY FRAMING & LIGHTING PLAN
<br />SCALE: 1/8" = 1'-0"
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<br />42" Hess White
<br />ACM Fascia System
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<br />DRIVE SLAB BY OTHERS
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<br />CANOPY FRONT ELEVATIONS
<br />SCALE: 1/8" = l' -0"
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<br />Job Site Requirements
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<br />1. Clear area of 15' -0" or larger on each of four sides of structure to be
<br />instolled, For steel installation, area is to be smooth and free of open
<br />trenches to allow for use of field trucks and cranes,
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<br />2. Entry orea to site is to allow for tractor-troiler (Total length up to
<br />80' -0") approach to installotion area, Any concrete or aspholt poured prior
<br />to USI's arrival must have had ample time to cure and be able to support
<br />the trucks, trailers, and cranes.
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<br />3, Footings are to be stripped of all forms by G,C, prior to beginning of
<br />USl's installation, Verify placement of double nuts and washers for anchor
<br />bolts, ensure the anchor bolts are free of any concrete or debris and coat
<br />the anchor bolts with oil to prevent rust.
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<br />4, No overhead electrical wires are to be in the clear installation areas,
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<br />5, Provide (2) 120-volt electricol outlets within 100LF of the clear
<br />installation orea for use by USI crews,
<br />
<br />DRIVE SLAB BY OTHERS
<br />
<br />6, Clear area is to have compacted, stable base within 2" vertical height of
<br />finish slab of structure to allow for completion of installation,
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<br />CANOPY SIDE ELEVATIONS
<br />SCALE: 1/8" = 1'-0"
<br />
<br />7. Poured concrete under canopy is to be for storage of moterials and work
<br />space for USI crews only,
<br />
<br />9. Any changes to the dimensions or on the drawings shall be reported to
<br />USI prior to fabricotion. Any and all final dimensions and elevations of the
<br />building, foundations, and drainage must be verified and reported bock to USI
<br />via fax prior to fabrication,
<br />
<br />STRUCTURAL NOTES
<br />
<br />"~0 PVC 90'
<br />verflow Scuppers
<br />~ pes.)
<br />
<br />1. FLORIDA BUILDING CODE 2004 and ASCE 7-02 w/2006 AMEND,
<br />2, ROOF LIVE LOAD --30 P,S.F.
<br />3, WIND --120 M,P,H" EXPOSURE C, IMPORTANCE FACTOR-1,O
<br />BLDG CATEGORY-B, INTERNAL PRESSURE COEFFICIENT -N/A,
<br />COMPONENTS AND CLADDING-44,8 P,S.F,
<br />4. SEISMIC ZONE -- 0
<br />5, SOIL CAPACITY 2000 PSF ASSUMED,
<br />6, HOT ROLLED STEEL SHAPES FY=36KSI PLATE - FY=36KSI
<br />7, STRUCTURAL TUBE-, Fy=46KSI
<br />8, ALL STRUCTURAL STEEL TO BE RED PRIME PAINTED
<br />9, COLD ROLLED STEEL SHEET, GALVANIZED--ASTM A446,
<br />GRADE C, Fy=40 KSI,
<br />10, WELDS--E70 ELECTRODES-ALL WELDS BY CERTIFIED WELDERS
<br />11. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS AND
<br />CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES
<br />PRIOR TO START OF WORK, ALL WORK TO BE IN ACCORD-
<br />ANCE WITH ALL APPLICABLE CODES AND STANDARDS,
<br />12, ALL SCREWS AND BOLTS THRU DECK SHALL HAVE TOP SEALS.
<br />13, ALL FLASHING, GUTTERS, ETC, SHALL BE CONSTRUCTED TO BE
<br />LEAK TIGHT AT THEIR JOINTS OR SEAMS BY USE OF MASTIC,
<br />
<br />:rrs @ 32" O.C.
<br />
<br />eJl
<br />
<br />& Install (24) New 320w
<br />CDle Light Fixtures
<br />
<br />LIGHTING SPECIFICATION
<br />1, CANOPY DOWN LIGHTS TO BE 320WATT SCOTTSDALE LIGHT
<br />FIXTURES, MECHANICALLY INSTALLED BY U,S,I. INC,
<br />
<br />REVISION DESCRIPTION
<br />
<br />. ,JUN 12 2007
<br />
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<br />
<br />Frederick A. Blecha, P.E.
<br />BY FL P.E, #50701
<br />
<br />DATE: #
<br />
<br />_UNIVERSAL STRUCTURES, INC,
<br />
<br />2291 U.S, HWY 92 EAST - PLANT CITY, FL 33563
<br />PH: 813-754-0033 FAX: 813-752-8230
<br />
<br />FRAMING, FOUNDATIONS, AND ELEVATIONS
<br />FOR A 30' x 105' CANOPY w/8 COLUMNS
<br />
<br />JOB NAME AND LOCATION:
<br />
<br />Amerada Hess #09415
<br />Hess Canopy
<br />6026 N, Gall Blvd,
<br />Zephyrhills, Florida 33542
<br />
<br />DATE: 6/7/07
<br />DRAWN BY: T,J.M.
<br />CHECKED BY: MSC
<br />
<br />PROJECT NO: 07-3173
<br />
<br />SHT NO. CS-1
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