COLORADO MODEL. 35 x 65 SPECIFICATIONS
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1 COLORADO MODEL 35 x 65 SPECIFICATIONS Dimensions: Roof Dimensions 35-0 x 65-0 Column Dimensions (center to center) 31-0 x 30-6 Minimum Clearance 14-0 Roof Peak ±18-8 Curved Roof ±42-6 radius Square Feet Under Roof 2275 Columns shall be 8 x8 steel tube, minimum.188 wall thickness. All beams shall be structural steel tube sized according to engineering. All bolts shall be A-325 or A-307 and hidden at all connections. Roofing shall be 24 gauge curved Corrugated steel pre-cut and pre-finished with ribs running with the curve of the roof. Trim and fascia shall be 24 gauge pre-finished to match roofing. Open or welded C channel, I beams, S or Z purlins or angle iron shall not be allowed E. Berry Drive - Dewey, AZ Ph: (928) Fax: (928) info@classicrecreation.com
2 STANDARD SPECIFICATIONS CORRUGATED STEEL ROOFING WITH ZINC RICH PRIMER & TGIC POLYESTER POWDER COATED FRAME GENERAL: 1. All structures shall be designed and fabricated to the IBC (Latest Edition) with standard load designs of 20# per S.F. minimum live load, 100 mph wind load and the applicable zone for seismic loads. 2. All members shall be designed according to the American Institute of Steel Construction (AISC) specifications and the American Iron and Steel Institute (AISI) specifications for cold-formed members. 3. All fabrication welds shall be in strict accordance with the structural welding code of the American Welding Society (AWS) specifications. All structural welds shall be in compliance with the requirements of Pre-qualified welded joints. All welding shall conform to ASTM A-233 series E-70XX electrodes - low hydrogen. Field welding shall not be required. 4. The shade structure manufacturer shall submit structural calculations after award of bid, sealed by a registered engineer in the state in which the structure is to be erected for review and approval by the approving agency. 5. Manufacturer qualifications: All manufacturers shall have a minimum of 5 years experience in the fabrication of tubular steel shade structures. Shade structure fabrication shall be the manufacturer s primary business. Manufacturer shall have fabricated similar structures to that which is specified. FOOTINGS & COLUMNS: 1. Footings shall be structurally engineered by the structure manufacturer to meet local codes and site conditions. (Sample footing drawings shall be made available to the contractor or owner from the manufacturer). Anchor bolts for surface mounted structures shall be supplied by the owner / contractor. Concrete footing rebar shall be ASTM A-615 grade 40 #4 bars & smaller, grade 60 #5 bars & larger. Concrete shall be 5 sack mix Portland cement. Maximum slump shall not exceed 4. Compressive strength: days. FRAME MEMBERS AND COMPRESSION RING: 1. All frame members shall be one piece structural steel tube with a minimum.120 (1/8 ) wall thickness, sized according to engineering. All frame members shall be bolted together with bolts totally concealed. Compression rings shall be fabricated from structural steel tube or flat plate steel and shall have all connections concealed from view. All tubing for frame members shall be ASTM 500 grade B. Beam end plates shall be ASTM A36 fy=36,000 psi UNO. Bolts shall be A 325 s unless noted otherwise. I beams, Angle iron, C, Z or S purlins or beams, open or closed, shall not be allowed.
3 ROOFING AND TRIM: 1. All roofing shall be 24 gauge Zincalume / Galvalume coated corrugated steel panels. Panels shall be 34 2/3 wide with 7/8 high 2 2/3 o.c. All roofing shall be prefinished with PVF2 (Polyvinylidene Fluoride) Kynar 500. All roof panels shall be pre-cut with ribs running with the slope of the roof. Screws shall match roof color. PAINT: 1. All frame members shall be media blasted to a white finish removing all rust, scale, oil and grease. Powder coat all frame members with zinc rich primer, (min mil) and TGIC polyester, (min mil for a total minimum thickness of 5-6 mils. Finish shall be a smooth uniform surface with no pits, runs or sags. ERECTION: 1. Manufacturer shall supply complete layout and detail plans with installation instructions for the structure. The structure shall be erected in a work-man-like manner with framing, roofing and trim installed according to the manufacturers installation instructions. Care shall be taken to avoid damaging the structure during installation. WARRANTEE: 1. Manufacturer shall warranty the structure to be free from defects in material and workman-ship for a period of (5) five years from date of acceptance by owner. Warranty does not include damage from theft, fire, vandalism or acts of God. Manufacturer shall repair or replace structure components of like kind at his option, to match existing material and workmanship. NOTE: Engineering specifications take precedence over drawings if differences occur.
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