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BUILDING INFORMATION SHEET <br />1. Job Address 490 1 w . *riAA,R , A*_ .Suite <br />2. Property Owner pb (Tilt)Al'I- <br />Address A.0019 l./0 -«7'RAL 3 74 Trn,1 /Gft-- 35.4 <br />3. Contractor / Ph.ILE)Address // <br />Lic. No. // Lic. Class Exp. Date <br />/ <br />4. Architect/Designer l Ph <br />Address /' <br />Lic. No.1 -- . _Exp. Date . <br />5. Proposed Work:-Timit 1>84/EL-1 <br />6. Material Specifications: <br />435-1_ rf7 <br />·1 <br />il th'. <br />ange <br />. from <br />Beams, posts, and headers: Douglas Fir No. 1 .-I <br />Joists: Douglas Fir No. 2 <br />Concrete: 2500 psi - no special inspection required. <br />Nails: Common <br />Bolts: A307 or better - <br />Plywood: 1/2" CDX or better, PII = 24/00 or better. <br />Framing Hardware:ICC -ER No <br />thi <br />HALL Nol <br />idon of an, <br />7. Roofing: Roofs must have a class C rating (or better) when tested in <br />accordance with ASTM E 108·.LJL 790 - Minimum slope:. 1/4:12. <br />For roof with a slope of greater than.1/4:12 but less than <br />2:12, provide- a hot mopped, built up..roof or use an approved cold. <br />process system (with an ICC · Evaluation Report) . Base ply shall befastened per manufactures specs. successive layers shall be solidlycemented together per manufactures specs. <br />For roofs with slolies between 2: 12 and 4: 12, use 'composition shingles <br />over two layers of No. 15 felt (one layer of No. 30 felt is NOT anacceptable alternative) . Acc-eptable fasteners include 12 ga. corrosionresistant hails w/ 3/8'e head or 16 ga. approved corrosion resistant <br />staples w/ 15116" crown width. Fastehers must penetrate 3/4" into the <br />sheathing or through the sheathing. Four -7fasteners per 36-40" strip, two per 9-18"2 <br />strip. <br />I - <br />1 <br />-. Rev.Date ·By <br />Approval ATTACHED PATIO COVER2/93 RCP <br />BIS NO.Sheet <br />16 1 of 4 <br />4 <br />/ <br />1 L <br />11 1 <br />I <br />1 <br />. 1. <br />1 <br />1 <br />1 <br />'Ict <br />1 <br />1:4 <br />1 <br />0 <br />-- <br />'d <br />1 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />11 <br />H