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REVISIONS <br />NO I DATE I DESCRIPTION <br />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 />R905.2.2 Slope. <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 Underlayment. <br />Undedayment shall comply and be installed in accordance with Section R905.1.1. <br />R905.2.4 Asphalt shingles. <br />Asphalt shingles shall comply with ASTM D3462. <br />GABLE END EXTERIOR FINISH: <br />On the sides and rear gable end of the house, install <br />board and batten siding, over a water resistive "Tyvek" <br />vapor barrier, over 1/2" cd-x plywood sheathing that is <br />nailed with 10d x 1 1/2" nails @ 6" o.c. edges and 12" <br />field, over 2 x — exterior wood studs @ 16" o.c. with R - 13 <br />insulation between and finished with 1/2" drywall on the <br />inside. Water resistive barrier in accordance with Section <br />R703.6.3, of the FBC 6th Edition 2017 Residential. <br />EXTERIOR FINISH AT SIDE AND REAR <br />OF THE HOUSE: <br />On the sides and rear of the house, install board and <br />batten siding over a water resistive "Tyvek" vapor <br />barrier, over 1/2" cd-x plywood sheathing that is nailed <br />with 10d x 1 1/2" nails @ 6" o.c. edges and 12" field, <br />over 2 x _ exterior wood studs @ 16" o.c. with R -13 <br />insulation between and finished with 1/2" drywall on <br />the inside. Water resistive barrier in accordance with <br />Section R703.6.3, of the FBC 6th Edition 2017 <br />Residential. <br />RIGHT SIDE ELEVATION <br />EXTERIOR FINISH AT FRONT OF SFR: <br />Match existing wood lap siding, over a water resistive <br />"Tyvek" vapor barrier, over 1/2" cd-x plywood sheathing <br />that is nailed with 10d x 1 1/2" nails @ 6" o.c. edges <br />and 12" field, over 2 x _ 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 6th <br />Edition 2017 Residential. <br />FRONT ELEVATION - <br />a� <br />2i G� F, ✓EJ <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 />SCALE: 1/4" = 1' - 0" <br />Approx. roof pitch on the main house addition: 12112 "MUST" be field verify by truss manufacture <br />and approved by owner and / or contractor before the production of roof trusses. <br />Approx. roof pitch on the proposed addition: 5 112 "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: 9' - 8" (min.). Contractor to field verify and "MATCH' the ceiling height <br />of the existing house. AN finished ceiling heo is are the responsibility of the contractor and "MUST" <br />be coordinated with the owner prior to the beginning of construction. <br />All lintel / header heights are the responsibility 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, overhang bearing points, tie- <br />in, etc. before engineering and manufacturing of roof trusses. Daniel M. Ossman Drafting Service and <br />Architect who signed / sealed the plans assumes no responsibility for errors in production of roof <br />trusses due to negligence to conduct proper and accurate field inspection by truss manufacture and <br />dirr►ensioning. <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. ALL <br />EXTERIOR WALLS MUST COMPLY WITH THE FBC RESIDENTIAL CODE 6TH EDITION (2017) <br />RESIDENTIAL, CHAPTER 6, FOR WALL CONSTRUCTION METHODS. SEE ADDITIONAL <br />ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACNNG DETAILS. DANIEL M. OSSMAN <br />DRAFTING SERVICE AND ARCHITECT WHO SKMD / SEALED THE PLANS, ASSUMES NO <br />RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAILURE TO FOLLOW THE <br />BUILDING CODE FOR GABLE END CONSTRUCTION. <br />e <br />M <br />ot $� <br />A M <br />la Go <br />8 •• <br />a° <br />A � <br />m �s <br />L O O <br />.o <br />O 'D 000 <br />La cn ill ON <br />'r-0 <br />,ax CO <br />O Q M <br />V <br />> ;a Oct 'C <br />M N � Q <br />- o VJLL <br />CL - <br />� <br />cam; C mQ C� <br />0 - a, - E a <br />ECv <br />.5r°!tl� <br />H U M <br />00 _ <br />�.� 1� htcri c <br />1= - moo <br />F-a UN a NIL <br />N <br />L0 <br />v) cM <br />Z C) <br />.L <br />O <br />.N..r ME <br />r � <br />V L <br />Z N .� <br />CL <br />0 1) <br />J <br />0 <br />V <br />LU <br />CM <br />JOB NO. <br />5524 11 TH STREET <br />DATE <br />DECEMBER 21, 2019 <br />IDRAWN BY <br />Daniel M. Ossman <br />SCALE: 1/4" = 1' - 0" <br />SHEET NO. <br />A-1 <br />