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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 />L71 Q:� E. <br />(GYP <br />RIGHT SIDE ELEVATION <br />vE►Jr <br />Fiberglass shingles over 30 Ibs felt or option peel and stick over <br />5/8" plywood sheathing (See table R803.1) with roof structure <br />spaced no more than @ 24" o.c.. See roof framing layout and <br />connection schedule for additional information. <br />R905.2.2 Slope. <br />Asphalt shingles shall be used only on roof slopes of two units <br />vertical in 12 units horizontal (2:12) or greater. For roof slopes <br />from two units vertical in 12 units horizontal (2:12) and less than <br />four units vertical in 12 units horizontal (4:12), double <br />underlayment application is required in accordance with Section <br />R905.1.1. <br />R905.2.3 Under'laynwt. <br />Underlayment shall comply and be installed in accordance with <br />Section R905.1.1. <br />R905.2.4 Asphalt shingles. <br />Asphalt shingles shall comply with ASTM D3462. <br />LEFT SIDE ELEVATION <br />EXTERIOR FINISH: <br />Hardie board siding, over a water resistive "Tyvek" <br />vapor barrier, over P.T. furring strips @16" o.c., over <br />concrete block exterior walls. Interior to be finished <br />with P.T. furring strips Q 16" o.c., 1/2" drywall and <br />R-6 insulation. Water resistive barrier in accordance <br />with Section R703.6.3, of the FBC 6th Edition 2017 <br />Residential. <br />P �I <br />SCALE. 1/4" = 1' - 0" <br />SCALE: 1/4" = 1' - 0' <br />FRONT ELEVATION <br />NO <br />Proposed roof pitch: 6 / 12 Roof pitch "MUST" be approved by owner / and or <br />contractor before the production of any roof trusses. <br />Proposed finish ceiling height: 10' - 4" (min.) at main house and 9' - 4" at front porch. <br />Contractor "MUST" coordinate and be approved by owner before construction begins. <br />All door and window header heights to start at: 8' - 0' Contractor "MUST" verify <br />"ALL" lintel height locations with owner before construction begins. <br />Truss company "MUST" field verify all existing conditions before engineering and <br />manufacturing of roof trusses. Daniel M. Ossman Drafting Service and Architect <br />who signed / sealed the plans assumes no responsibility for errors in the roof truss <br />layout and dimensioning due to negligence to conduct proper and accurate field <br />inspection by truss manufacture. <br />CONTRACTOR, MUST COORDINATE WITH TRUSS MANUFACTURE FOR ALL VAULTED, TRAY, <br />FLAT AND OR OTHER CEILING TYPES. CONTRACTOR IS 1000A RESPONSIBLE FOR THE <br />EXTERIOR WALL CONSTRUCTION METHOD WHERE A GABLE END IS CONSTRUCTED. <br />ALL EXTERIOR WALLS MUST COMPLY WITH THE FBC RESIDENTIAL CODE 6TH EDITION <br />(2017) RESIDENTIAL, CHAPTER 6, FOR WALL CONSTRUCTION METHODS. SEE ADDITIONAL <br />ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACING DETAILS. DANIEL M. OSSMAN <br />DRAFTING SERVICE AND ARCHITECT WHO SIGNED I SEALED THE PLANS, ASSUMES NO <br />RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAILURE TO FOLLOW <br />REAR ELEVATION <br />GABLE END FINISH: <br />At gable end only, 1/2" wood lap siding or hardie <br />board over a water resistive "Tyvek" vapor barrier. <br />over 1/2" cd-x plywood sheathing, that is nailed with <br />10d x 1 1/2" nails C 6" o.c. edges and 12" field. All <br />water resistive barriers shall to be installed as <br />required in Section R703.2 and R703.7.3. All of the <br />above are in reference with FBC 6th Edition 2017 <br />Residential. <br />REVIEW DATE RH BLS <br />OF ZF <br />Pt�AN EXAMINER-�. <br />COMPLY WITH PREVAILING <br />BUILDING CODE, <br />'Ii11✓ 000E, <br />QE SIT <br />41 <br />SCALE: 1/4" = 1' - 0" <br />SCALE: 1 /4" = 1 ' - 0" <br />(. V <br />Zln <br />REVISIONS <br />NO <br />DATE <br />DESCRIPTION <br />c� <br />� � o <br />u <br />" <br />� <br />46 <br />C <br />0a0 <br />o%.$, <br />.� <br />3 <br />a ro <br />... 8 <br />a� <br />s <br />° c <br />cs = -° <br />M W N <br />a Q O <br />c ca o-'ate <br />�..tIE<m <br />0 <br />vVM <br />lb - Cr <br />M o O <br />-j U. <br />N d' <br />CDM m w 0. <br />Es <br />U�� cs <br />w L I--' M <br />'vp'; ��Q > CD <br />m <br />c W�'v' Eor" <br />2N��� <br />o°> <br />O M <br />c� ct—� o <br />e� <br />c1=NCL <br />H0 <br />c�N <br />N <br />♦♦AA <br />L0 <br />M <br />v! <br />Z <br />U) <br />.0 <br />0 <br />Z <br />M = <br />Os <br />'- <br />N CL <br />..J <br />LO N <br />D <br />100 <br />0 <br />N <br />00 <br />z <br />JOB NO. <br />5203 17TH STREET <br />DATE <br />APRIL 28, 2018 <br />DRAWN BY <br />Daniel M. Ossman <br />SHEET NO. <br />A-1 <br />