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LEFT SIDE ELEVATION <br />r7 i r-)i [ ( AC & <br />IT - <br />RIGHT SIDE ELEVATION <br />SCALE: 1h4" = 1' - 0" <br />SCALE: 1 /4" = 1'- 0" <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 aQ 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 Undei layment. <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 />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 />NOTE: <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 1st floor garage finish ceiling height: 9' - 4" (min.) Contractor "MUST" <br />coordinate and be approved by owner before construction begins. <br />Proposed 2nd floor garage apartment finish ceiling height: 8' - 4' (min.) Contractor <br />"MUST" coordinate and be 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. 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 100% RESPONSIBLE FOR THE <br />EXTERIOR WALL CONSTRUCTION METHOD WHERE A GABLE END IS CONSTRUCTED. <br />ALL EXTERIOR IIIMLLS MUST COMPLY WITH THE FBC RESIDENTIAL CODE GTH EDITION <br />(2017) RESIDENTIAL, CHAPTER i, 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 />EXTERIOR WALL FINISH: <br />1/2" hardie board over a water resistive "Tyvek" vapor <br />barrier, over P.T. furring strips over concrete exterior <br />block wall. Interior of concrete block walls to be <br />unfinished and painted. All water resistive barriers <br />shall to be installed as required in Section R703.2 <br />and R703.7.3. All of the above are in reference with <br />FBC 6th Edition 2017 Residential. <br />FRONT ELEVATION <br />REAR ELEVATION <br />r7i r--ii [ . /r _ <br />SCALE: 1 /4" = 1' - 0" <br />EXTERIOR AND GABLE END FINISH: <br />1/2" 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 _ exterior wood studs @ 16" o.c. <br />with R -13 insulation between and finished with 1/2" <br />arrier in <br />he FBC 6th <br />SCALE: 1/4" = 1'- 0" <br />REVISIONS <br />NO <br />DATE <br />DESCRIPTION <br />Poo <br />Q C <br />u � <br />o;0 <br />a o 0 <br />A <br />a <br />a� � 6 <br />c <br />O <br />w <br />•� <br />s <br />(D <br />0 <br />cv d-0 <br />�1-MW 8N <br />8.2W O O <br />= ca oco.aixM <br />_ . T E Q M <br />C V t0 <br />cr) <br />L N Vp C <br />y G? U J E <br />y � � VO <br />cs <br />E 8v2 E <br />5 U� ocs <br />8TE0920M <br />v101 0•>Q acR <br />r _� � '2 L 7 <br />BE°''5cuo) <br />go) <br />o'M <br />= M <br />n p 0.00.r <br />y.� W <br />o c o <br />y <br />Hn CAN D.iNa <br />N <br />tI� <br />M <br />4-0 M <br />.© <br />J <br />LL <br />f` <br />CL <br />v; <br />Z <br />N cL <br />L0 N <br />J <br />D <br />0 <br />co <br />Q <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-6 <br />