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r^7. � a- . z.. ( --.- <br />LEFT SIDE ELEVATION <br />RIGHT SIDE ELEVATION <br />SCALE: 1 /4" = 1 " - 0" <br />SCALE: 1 /4" = 1' - 0" <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 />Fiberglass shingles over 30 lbs felt over 1/2" plywood <br />sheathing or "opt" 7/16" QSB sheathing with roof <br />structure spaced no more than @ 24" o.c.. See roof <br />framing layout and connection schedule for additional <br />information.. <br />Proposed roof pitch: 6 i 12 "MUST' be approved by owner and / or contractor <br />before production of roof trusses. <br />Proposed finish ceiling height: 8' - 0" (min.) Contractor "MUST" coordinate and be <br />approved by owner before construction begins. <br />All door and window header heights to start at: 6' - 8" 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. ©ssman 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 />EXTERIOR FINISH: <br />Hardie board siding, over a water resistive "Tyvek" <br />vapor barrier, over 1/2" cd-x plywood sheathing that <br />is nailed with 10d x 1 1/2"' nails @ 6" o.c. edges and <br />12" field, over 2 x 4 exterior wood studs @ 16" o.c. <br />with R - 13 insulation between and finished with 1/2" <br />drywall on the inside. Water resistive barrier in <br />accordance with Section R703.6.3, of the FBC 5th <br />Edition 2014 Residential. <br />FRONT ELEVATION <br />REAR ELEVATION <br />ell ner_ I jr- - I-t <br />SCALE: 1/4" = 1' - 0" <br />SCALE: 1 /4" = V - 0" <br />REVISIONS <br />NO <br />DATE <br />DESCRIPTION <br />V <br />� a <br />a� <br />i11 pp a "fl C <br />*r <br />IS: CL <br />a <br />o E <br />• Q r� o <br />. <br />15 <br />ar- <br />T o W co <br />MM ON <br />]-0 UJ <br />Iq C7 <br />M <br />� <br />N<CMM <br />-a N C M <br />>.� <br />�.�ce;:F3 <br />z W -jLL <br />p <br />�15C: <br />Ec'=�2E <br />i- y U 2 W <br />v�3rnd>0 <br />?'' E- 1-6 r <br />Q M -2 o 6 <br />0) <br />E I -3 i '0CO <br />� <br />���yy <br />^�[ V 0. M !" ' <br />W 5 ti 1'_ <br />> <br />r- <br />P 0 <br />h� il <br />W LO <br />M <br />�4-0 <br />Ca <br />�0 <br />< <br />LL <br />.j <br />0. <br />r <br />_ <br />Z <br />T" -C <br />CL <br />U ) N <br />�.J <br />D <br />IJOB NO. <br />5617 13TH STREET <br />DATE <br />APRIL 3, 2017 <br />DRAWN BY <br />Daniel M. Ossman <br />