Laserfiche WebLink
Fiberglass shingles over 30 Ibs felt or option peel and stick over 5/8" plywood sheathing <br />(See table 11803.1) 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 />Underlayment 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 <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 <br />REAR 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 112" 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 />r7. ry c , /c . <br />,LEFT SIDE ELEVATION <br />REAR ELEVATION <br />r'7. t-, --,to . /r Lw- <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 />NOTE: <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 / 12 "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. All finished ceiling heights are the reeponsibility of the contractor and "MUST" <br />be coordinated with the owner prior to the beginning of construction. <br />All NnW / 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. Osman Drafting Service and <br />Architect who signed / sesied the plants 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 />dimensioning. <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 (MALL CONSTRUCTION METHOD WHERE A GABLE END IS CONSTRUCTED. ALL <br />EXTERIOR WALLS MUST COMPLY WITH THE FBC RESIDENTIAL CODE GTH EDITION (2017) <br />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 / SEALED THE PLANS, ASSUMES NO <br />RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAILURE TO FOLLOW THE <br />BUILDWG CODE FOR GABLE END CONSTRUCTION. <br />REVISIONS <br />NO <br />DATE <br />DESCRIPTION <br />m � <br />Ong as <br />� a <br />M PC w <br />Q � <br />e8 <br />8 Got <br />•• � V <br />V <br />O O <br />Q <br />w <br />16 <br />L <br />NSF- <br />� O � <br />L <br />O <br />Q0O'�C�oO <br />y ca cM W N <br />n'c� ��o <br />a <br />0 My E Q <br />4>1 10 V <br />L V C6 ° 0 <br />U. <br />y� V -J <br />C �/? Q <br />G. <br />so <br />Iry 3 c„) <br />>Q.>m <br />3 c <br />o���'Eo� <br />0. C 0 <br />O Ein <br />CO) <br />O s ti fn L V) G <br />o <br />cs <br />�N a=Na. <br />4-0 CN <br />(y) <br />U <br />M <br />Z <br />U) <br />.L <br />o <br />LL <br />0 <br />" L <br />Z <br />N <br />L <br />U) N <br />J <br />D <br />rn <br />T <br />CZ) <br />C1J <br />Cq <br />U <br />L1J <br />CD <br />)OB 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 - 2 <br />