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Fiberglass shingles over 30 Ibs felt or option peel and stick over 5/8" plywood sheathing <br />(See table R803.1) with roof structure spaced no more than @ 24" o.c.. See roof framing <br />layout and connection schedule for additional information. <br />R505.2.2 dope. <br />Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units <br />horizontal (2:12) or greater. For roof slopes from two units vertical in 12 units horizontal <br />(2:12) and less than four units vertical in 12 units horizontal (4:12), double underlayment <br />application is required in accordance with Section R905.1.1. <br />R905.2.3 UnderiaYrrrent. <br />Underiayment shall comply and be installed in accordance with Section R905.1.1. <br />R845.2.4 Asphaft lshftles. <br />Asphalt shingles shall comply with ASTM D3462. <br />WN= <br />Approx. proposed roof pitch: 4 / 12 "MUST" be field verify by truss manufacture and <br />approved by owner and / or contractor before the production of roof trusses. <br />Proposed finish ceiling height: 8' - 0" (min.). Contractor to field verify and "MATCH" the <br />ceibng height of the existing house. AN finished ceiling heights are the responsibility of the <br />contractor and "MUST" be coordinated with the owner prior to the beginning of construction. <br />AN WYW uterus are the resporis6itity of the contractor and "MUST" be coordinated with the <br />owner prior to the beginning of construction. <br />Truss company "MUST" field verify all existing roof conditions, roof slope, overt►a V <br />bearing points, tie-in, stir. before engineering and manufacturing of roof trusses. <br />Daniel M. Osman Drafting Service and Architect who signed / seeded the plans <br />assumes no responsibility for errors in production of roof trusses due to negligence <br />All elevations drawn are for "illustration" purposes <br />only. For "actual" elevation construction, consult <br />construction drawings and structural details for <br />additional information. <br />r% t . /e 1T <br />RIGHT SIDE ELEVATION <br />SCALE: 1/4" = 1' - 0" <br />GABLE UW FRABH • <br />At gable end only, install T-111 siding over a water <br />resistive "Tyve k" vapor barrier, over 1 /2" cd-x <br />sheathing, that is naked with 10d x 1 1 /2" nab Q 6" <br />o.c. edges and 12" field. AN water restive beffiiin <br />shall to be installed as required in Section R703.7.3. <br />AN of the above are in reference with FBC Bth Edition <br />2017, <br />ii <br />FRONT ELEVATION <br />Contractor MUST field verify and metch all existing <br />conditions including roofing material, exftmr finish <br />paint colors, and soffit / ftscia board. Truss company <br />is responsible for verifying and nudching existing roof <br />pitch andoverhang. <br />REAR -ELEVATION <br />Match existirvg painted texture finish over concrete <br />block. Inside of structure to be finished with P.T. <br />furring strips 0 1 Q" o.c., 1 /2" drywall and R-6 <br />insulation. Portland c rrrent plaster must be applied <br />in compliance with R703.7.2. AN of the above are in <br />reference with FBC tth Edition 2017, and ASTM <br />Section C-926. <br />SCALE: 1/4" = 1'- 0" <br />SCALE: 1/4" = 1'- 0" <br />REVISIO <br />NOIDATE I DESCRIPTION <br />A � a <br />v <br />au <br />i <br />g '�02 <br />C <br />v <br />coo <br />t <br />Quo~ <br />c <br />.c r- o <br />cs eu�pp'�� <br />M W co <br />��Cm•a�m <br />aei v'� EQM <br />.a C Q1 C QV W <br />to V1 o <br />a� W <br />c to a ,- o a <br />LE <br />r S r <br />p ?y C > Q > <br />� C >, V <br />U E C C 0 O C� <br />E im <br />0 c0� _ �M <br />00 <br />8 c° M !E l- <br />U) r, Cc r- O <br />0 r L <br />CV <br />M <br />z vJ <br />•O <br />J LL <br />00 <br />Z cy) Q <br />0 LO N <br />J <br />m <br />JOB NO. <br />5737 18TH STREET <br />DATE <br />MARCH 23, 2019 <br />DRAWN BY <br />Daniel M. Ossman <br />SHEET NO. <br />A-1 <br />