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05- 20 -'09 09:02 FROM -ABC SUPPLY CO, 3525232227 T -850 P011/011 F -037 <br /> R.firl & Siding <br /> For best results, start siding at door, window, or other opening in the wall. Use corner trim or other standard trim for strong, neat edges. <br /> Slopes of less than 3 " on 12 " are not recommended. For slopes of 3" on 12" or greater, end lap panels 6" Side laps should face away from the <br /> prevailing wind. Lay the first sheet along the eave at the down -wind side of the roof, farthest away from the direction of the prevailing winds. <br /> Install sheets in the sequence shown in Figure 3, always end lapping the upper panel on the top of the lower panel. <br /> Sheet Installation Pattern Option 1 Option 2 Option 3 <br /> Pusns <br /> Wind ling /, /♦ /♦ // <br /> Wands <br /> 301bJeltPep <br /> 1 \ <br /> 1� 1� '; 1 Iff /_ /'�il /AIM Pepe no]t,.FeftP <br /> V V V r Spacing <br /> ` ` ` , \' <br /> � ` , 1 <br /> Wood Frame S A <br /> olid Deck * Existing Shingles* <br /> • Use Maximum 2'Purlin Spacing • Lay Plywood Deck • Apply 30 Ib. Felt Paper <br /> 6'Endlap `1 • install Metal <br /> \ 1` • Apply30 Ib.Felt Paper •Install Metal <br /> Note: Do not use this option for heated •Install Metal <br /> 1 ` spaces. <br /> * Proper ventilation and vapor barrier protection recommended for heated spaces. <br /> Allow an overhang of 2" at the eave to provide for a drip edge. Use inside closure at eave to prevent insect or bird infestation at openings. To <br /> protect against uplifting winds and to provide a finished appearance,apply rake trim or other standard gable trim. Apply fasteners every 6 " -10" <br /> 14 " ridge cap is recommending to prevent leakage. Seal off ridge and panel using outside closure strip. Use of 3/8" butyl caulk tape is recom- <br /> mended at all side laps, especially for more shallow roofs. Apply the tape as shown in Figure 2 (front) at all lap ribs. Do not block the siphon <br /> channel with the tape. <br /> CERTIFICATIONS &TESTING <br /> • Dade County NOA #05- 0919.07 • UL 790 Fire Resistance Class 4 <br /> • Florida Building Code Approval #FL4586.1, #FL6144.3 • UL 2218 Impact Resistance Class 4 <br /> • Texas Department of Insurance Approval #119 • UL 580 Uplift,UL Class 90 CONSTRUCTION #579 <br /> ALLOWABLE UNIFORM LOADS PER SQUARE FOOT <br /> Maximum purlin spacing for roof 2' on center and maximum girt spacing for sidewall 3' on center. Place fasteners in the pan of panel for best <br /> results. (Three spans or more) <br /> LIVE LOAD (lb /ft') WIND LOAD (lb/ft') <br /> SPAN (INCHES) 12" 15" _ 18" 21" 24" 30" 36" 12" 15" 18" 21" 24" 30" 36" <br /> 29 Gauge 146 93 64 47 36 23 16 200 128 89 65 SO 32 22 <br /> 26 Gauge 200 128 89 65 50 32 22 267 170 118 87 66 42 29 <br /> NOTES: <br /> 1. Theoretical allowable loads are based on section properties and allowables calculated in accordance with 2001 AISF Specifications. <br /> 2. Theoretical allowable loads are based on three or more uniform spans. <br /> 3. For roof panels, deduct self weight for actual 'live load' capacity of the panel. <br /> 4. These Toads are for panel strength. Frames, purlins, decks and fasteners must be designed to resist all loads imposed on the panel. <br /> 5. Check local building codes if panel testing is required. <br /> It is the users responsibility to verify all applicable code requirements for the area,check all measurements, and determine suitability of product for job. Implied warranties of merchantability and fitness <br /> for particular purpose are disclaimed. Copyright ¢7t g98 by Union Corrugating Company. All rights reserved. No parts of this document may be reproduced or distributed in any form whatsoever without <br /> prior written authorization. <br /> Rev.11/06 <br />