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10811 1ST DR SE 2020-06-03
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10811 1ST DR SE 2020-06-03
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6/3/2020 11:46:34 AM
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6/3/2020 11:45:39 AM
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Address Document
Street Name
1ST DR SE
Street Number
10811
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1 I 2 I 3 ' 4 I 5 ' 6 { 7 I 8 I 9 I 10 <br /> V <br /> GENERAL NOTES NOTES Cont. <br /> A <br /> ATTIC VENT CALCULATION <br /> .. CODES: <br /> ALL WORK TO BE IN ACCORDANCE WITH: Ridge Vent contains net free area of 12.5 sq.In.per linier foot. <br /> Soffit Vent contains net free area of 4.75 sq.in.per linierfoot <br /> - Washington Administrative Code(WAC)51-50,51-51,51-56,51-57,296.468-010 Area Calculations @ 1/300 U.N.O. <br /> Washington State Energy Code(WSEC)2015 Edition (Ridge/Soffit) <br /> International Building Code(IBC)2015 Edition Space Attic Area ft2 Ridge Area in2 Soffit Area in2 Required Area in2 <br /> International Residential Code(IRC)2015 Edition,M1507.4,R314,R315 Rec.Room @1/150 220 133.25 104.5 96/96 <br /> National Electrical Code(NEC)2014 Edition Rec.Room @1/150 60 37.5 29.45 29/29 <br /> Uniform Plumbing Code(UPC)2015 Edition <br /> (Blind Rafters,See M-101) <br /> B (N)Hall @1/150 24 18.75 14.7 12/12 <br /> -as adopted by the City of Everett Living/Kitchen 430 225 171 104/104 <br /> (E)Bed/Bath 404 196 159 97/97 <br /> BUILDING: M.Bed 274 140 96 66/66 <br /> _ Contractors shall verify all conditions and dimensions prior to proceeding with any work.Arty variation or <br /> discrepancy shall be brought to the attention of designer and resolved before proceeding with the work in question. W.S.E.C.406.2 <br /> During demolition and construction the Contractor shall temporary bracing for support and stability until all <br /> permanent connections have been made. Option 5a-Efficient Water Heating=0.5 credits <br /> All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less.All other lavatory <br /> CARPENTRY: faucets shall be rated at 1.0 GPM or less.(See Sheet P-101) <br /> C <br /> 1. All structural framing and nailing shall conform to IBC&WAC. MECHANICAL SYSTEMS <br /> 2. All wood in contact with concrete or exposed to weather to be pressure treated. <br /> 3. Wood bearing against or within 1"of masonry to be pressure treated. Dryer Vent <br /> 4. Solid 2x blocking shall be installed at ends and support points of joist and rafters unless approved steel <br /> connectors are used;I.e.Simpson strong-tie or equal. Vent all mechanical fans and dryer to outdoors. <br /> 5. Use only Simpson strong-tie or equal approved screw and nails on steel connectors. Vents shall not be terminated less than 3'in any direction from openings. <br /> — 6. Solid 2x blocking or bridging shall be provided at mid-span of all joist spanning more than 10'-0". <br /> 7. Doors to the exterior or garage must have a minimum 36"x 36"landing within 2"of the door threshold. <br /> 8. Maximum 7-3/4"risers and Minimum 10"treads w/1"nosing are required to all steps leading to landings. <br /> 9. All beams and headers<6'-0"to be 4 x 6 DF#2 U.N.O. <br /> 10. Window headers to be 6'-10"above floor U.N.O. <br /> 11. All fasteners to pressure treated wood shall meet ASTM 153,hot dipped galvanize or S.S. <br /> D 12. All framing connections with part numbers are Simpson Strong-tie Mfg. <br /> 13. All dimensions are to face of framing. <br /> Minimum wood to earth clearances: 6" Any untreated wood <br /> 12" Crawl space floor beams <br /> ' 18" Crawl space floor joist <br /> LUMBER STRENGTH(PSI) <br /> Fv Fb E <br /> ` Studs: Hem-Fir#3 75 500 1200K <br /> Stud Grade 75 675 1200K <br /> E Joist&Rafters: Hem-Fir#2(2x 10&12) 75 850 1300K <br /> Doug-Fir#2/#1(4x) 95 875/1000 1600/1700K <br /> Doug-Fir#2/#1(6x) 85 875/1350 1300/1600K <br /> Glulam Beams: Doug-Fir Larch 24F-V4 190 2400 1 BOOK <br /> Micro-Lam: LVL 1.9 E 290 2900 1900K <br /> PLYWOOD <br /> Plywood wall and roof sheathing shall be1/2"CDX,unless otherwise specified.Minimum nailing shall be 8d @ 6" <br /> O.C.on all panel perimeters and 12"O.C.field.The span index to be 24/0. <br /> Plywood sub-flooring shall be 3/4"CDX T&G,unless otherwise specified.Minimum nailing shall be 10d @ 6"O.C. <br /> on panel edges bearing on support and 12"O.C.field.The span index to be 40/20. <br /> Sheathing shall be staggered a minimum of 24"and panels to be installed perpendicular to bearing surface. <br /> F MASONRY: <br /> Masonry fireplaces and chimneys are to be constructed as to conform to all applicable portions of current building <br /> codes.Chimneys shall support their own weight unless designed to support additional loads.All fireplaces are to <br /> be fitted with a proper flue damper and operator that is readily accessible.An outside source of combustion air <br /> shall be provided with a minimum of 10 Sq.In.duct.Masonry hearths are to extend a minimum of 20"in front of <br /> — and 12"to each side of mouth opening.All fireplaces to be provided with a tight fitting tempered glass or metal <br /> doors. <br /> Pm-fabricated fireplaces,chimneys and related components to bear UL or ICBG seals of approval and installed <br /> per Mfg.specifications. <br /> GLAZING: <br /> I G Exterior windows,French&sliding glass doors are to be double glazed.Skylights are to be laminated unless <br /> a otherwise noted. <br /> = Tempered safety glass shall be required in the following applications: (19/1/ <br /> \� <br /> All glass within 18"of the floor or within 24"of a door swing;All French and sliding glass doors;Any glass within 1rg 60"of a stair nosing;Tub and shower enclosures. (.l % <br /> .. oaeara <br /> it <br /> Iyer0 ntelpinses uc Tz FAWAE9 — JOHNSON RESIDENCE <br /> Phone(360)691-1600 <br /> '1 Consulting&Dealgn Fax(360)691-1615 .... <br /> Y <br /> Home Remodel <br /> PraP.ielanan6 ConfidentialCOW T/113/18NOTES <br /> w b..- <br /> MN waI.e." <br /> . Mue U. <br /> w <br /> x <br /> :0s1°........aa....sr..... 10811-1st Dr.SE,Everett WA. 98208 1/4"=1'-0" <br /> 1 9 C 8-18-18 Add Sheet G002 CWP - DPJ `":::°"'"a.:,.,.�""'^ <br /> 0 Ra.rw Dere REVISION ei cre.uaa Hary M,"""^b'^'°"04... 200.18.001 G-002 D C <br />
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