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REVISIONS <br />NO 1 DATE I DESCRIPTION; <br />r-7. r•-, � r• . // I,. - <br />LEFT SIDE ELEVATION <br />RIGHT SIDE ELEVATION <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 Ibs felt over 1/2" plywood <br />sheathing or "opt" 7/16" OSB 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 />NOTE: <br />Proposed roof pitch. 6 / 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: 61 - 8" Contractor `MUSTY 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 />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 />e7 i r7 / r % / r I-r� <br />SCALE: 1/4" = 1' - 0" <br />p = v <br />ai,a <br />c � <br />C <br />C� OQ �, O <br />v <br />o � <br />0 o LC <br />� o <br />a <br />.a o =° <br />aU-o Na0 <br />m cc WN <br />a. C � qT <br />C f� C e- cc <br />U N<L M <br />N C r y c6 <br />._ <br />r Z '. L—L <br />v, 02 <br />N� M� U C. <br />°' L E <br />�U ~ cL�C} 2 Och <br />>o <br />L <br />c c <br />o Eo <br />E n' "0 o <br />a� <br />w ` <br />L 0 O COO (0r <br />0 t4 = M6 <br />U� �-0O5+� <br />fn <br />Q c a) I— o <br />�o icq <br />a <br />4-r � <br />^� LO <br />W Ch <br />U) M <br />vJ <br />z c� <br />LL <br />CL vi <br />o'F <br />Z oCL <br />J <br />015 <br />o, <br />JOB NO= <br />5617 13TH STREET <br />DAI F <br />APRIL 3, 2017 <br />DRAWN BY <br />Daniel M. Ossman <br />SCALE: 1/4" = 1' - 0" <br />SCALE: 1/4" = 1' - 0" <br />SHEET NO. <br />A - 6 <br />