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Agenda - Planning Commission - 08/03/2017
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Agenda - Planning Commission - 08/03/2017
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3/21/2025 10:28:44 AM
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12/28/2017 9:28:33 AM
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Meetings
Meeting Document Type
Agenda
Meeting Type
Planning Commission
Document Date
08/03/2017
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FOUNDATION INSULATION NOTES <br />in. R-15 foundation <br />illation total W/ <br />0-10 exterior, <br />min R-5 interior <br />max. R-11 interior <br />2" rigid insulation exterior, <br />above grade protection req. <br />extend 6" below grade <br />3/4" rigid insulation, R-5 <br />interior of foundation <br />exterior waterproofing to <br />top edge of interior <br />wall egde <br />continuous acoustic sealant between basement <br />slab ! insulation edge <br />seal joint between foundation wall t slab <br />seal all Interior Joints, edges and penetrations <br />2- 3/8"x5" lag bolts <br />2 per truss <br />DTT12 deck tension tie, <br />deck joist to existing joist <br />4e" o.c. <br />eng. roof t e 24" o.c. <br />1/2' osb sheathing <br />15. felt under 240 lb. asphalt shingles <br />NOTE. <br />simplified braced wan <br />continuous sheathing <br />R602.10.4.2 <br />NOTE. <br />n. 3" bearing a ea, end <br />of all m - lam beams, <br />and headers w/ spans of <br />T'-o" or greater. <br />(unless noted) <br />NOTE: <br />provide solid bearing under <br />all beams, headers, girders <br />down to foundation. <br />NOTE: <br />trusa 4 joist mfg to verlfy <br />size 8 spacing of all trusses/ <br />joist. <br />ant roof trusses <br />over porch <br />2x6 treated sill plate <br />sill sealer <br />approved anchors <br />6'k42" poured wall <br />I6"x8" footing <br />frame landings W <br />2x8's a 16" o.c. <br />a"x96" poured walls <br />top 8" a 6" wide <br />foundation sealant <br />20"x a" footing <br />drain the system <br />5/4" cedar <br />decking <br />anchor post to <br />footing 4/ <br />simpaon ABU662 <br />forming tube re <br />railing must not pass <br />4" sphere <br />352 deck framing anchors, <br />joist to header a 48' o.c, <br />x10's treated header <br />t to header <br />simpaon post cap <br />B046 <br />.s6x6 treated post <br />grade <br />12"x42" footing w/ <br />air e bottom to 14" <br />DECK DETAIL <br />®eader <br />metal L clashing top <br />front a back to <br />went water seepage <br />6 treated poet <br />x6 / Ixa poet wrap <br />Ix2 / Ix3 corners <br />POST DETAL <br />top view <br />all fasteners shall be corrosion <br />NOTE, <br />all lumber shall be of natural resistance <br />to decay or of treated wood, <br />fawners shall be corrosion resistant. <br />roof vents, 1 per BOO sq. ft., <br />50 % e roof peak, 50% e soffit <br />provide wind wash sheathing <br />I1?((,?ii)(ii(?(i)i)`(?(i)c)c `,?(h <br />3-1.25x12 T.S. stringers <br />pbd treads <br />£ 1xa pine riser <br />install sub slab radon mitigatio <br />system. <br />4 mill poly v.b, <br />s/a" gypsum board <br />tEg osb flooring <br />IS" floor trusses a 24" o. . <br />Amin. 1/2" gupsum board <br />fire proeeee1on <br />NOTE: <br />6'-8" min. headroom, <br />10" min tread, <br />7,15" max. riaer <br />handrail 34"- 38" <br />�3 I/2 " concrete <br />6 mil poly <br />2x4 stud wall 4" washed gravel <br />1 cor.4" curb block <br />16'x 8" footing <br />SECTION <br />scale I/4" = I'-0" page 4 of 4 <br />e / water protection <br />a min. of 2'-0" inside exterior <br />well line a ell saves. <br />r barrel mm. I" air apace <br />l'-6" soffit typical <br />2x6 pine sub- facela <br />alum. sorra, fascia <br />1/2" gypsum board <br />4 mil poly v.b, <br />R-21 Insulation <br />2x6 studs e 16" o . <br />▪ osb sheathing <br />house wrap req, <br />vinyl siding <br />e-21 spray foam all rim areas <br />R-30 spray foam cant. areas <br />6 studs a 16" c.c. <br />R-21 insulation <br />sheathing <br />house wrap req. <br />vinyl aiding <br />4 mil flame ret. poly v.b. <br />treated bottom plate <br />sill sealer <br />approved anchors 8 6'-0" <br />PASSIVE RADON SYSTEM: <br />3"min. abs or pvc gastight pipe <br />from subslab to min. 12" abo✓e roof <br />must be run thru conditioned space <br />pipe can be connected to sump system <br />or have T fittings (10-0" ea. way) <br />in gravel under slab <br />end of pipe must be min. Id from any <br />window or other opening that Is less <br />than 2 below end of pipe <br />sufficient space must be left <br />around pipe in a att, space to <br />add fan, spat_ must be <br />n. 24" centered on axis of pipe W/ <br />min. 3'-0" vertical space <br />a single pipe can be used if all <br />soil gases In dwelling can flow freely <br />between all le✓elsof foundation. <br />thin includes Interior footings e other <br />barrriers if airflow has been <br />established. <br />label the vent pipe at least once <br />per Floor and In accessible attics <br />with "radon reduction system" <br />n electrical receptical 16 req. <br />Inthe attic near the vent pipe <br />for opt. fan. <br />ENERGY NOTES <br />•Continuous air barner at all <br />plumbing and heating penetrations. <br />•Eire stops must be installed to block air <br />•Wind wash barrier required at the <br />exterior edge of attic insulation. <br />• Wind wash barrier required at <br />cantilevered floors and bay windows. <br />• Window and door frames and <br />utility penetrations must be sealed <br />• Electrical boxes and fan housing <br />o de must be sealed to pre gent air leakage. <br />'x42' poured walls <br />foundation sealant <br />20"x 8" footing <br />NOTE: <br />contractor to verify all notes, <br />onditions, and dimensions, and <br />be responsible for the same. <br />• The top of interior partition walls must <br />be sealed to pre went air leakage. <br />• Rim Joist must be sealed to prevent air leakage. <br />• A11 exterior joints that may be soces <br />of air ntrusion mour <br />at be sealed. <br />• Between wall assemblies , rim joist <br />and foundations must be sealed to prevent <br />air leakage. <br />
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