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Zx12 BLOCKING Field <br /> BETWEEN RAFTERS <br /> PROVIDE 1 1/2"MIN, <br /> BEARING AT RAFTER <br /> ENDS <br /> 2x RAFTER Lz <br /> SIZE&SPACING GENERAL NOTES: <br /> .WA <br /> PER PLAN <br /> w.,...nae ann..nm <br /> 1.All construction per applicable codes and ordinances. <br /> 2x BLOCKING,W/VENT 2018 IRC,IBC, <br /> HOLES,FROM ROOF SHEATHING <br /> TO WALL TOP PLATE 2.Verify all dimensions on job site.Bring discrepancies Samna wnrbaVpnaly tlw 1p pl�=ntl stlR <br /> to the attention of Owner and/or Designer. C py.lght 0 l Field Reppr(0202e Finld Rnpert <br /> 3.Owner will verify window s'2es and manufacturers)with <br /> framer before start of construction. <br /> RIDGE BEAM PER PLAN <br /> 4.One window per bedroom shall meet egress code. <br /> 5.Skylight Blazing par 2018 IBC. <br /> 6.Trues manufacturer shall supply shop drawings to Owner <br /> ROOFING MATERIAL "SIMPSON"H1 CLIP @ RAFTER TO TOP PLATE and framer to review and approve before fabrication. <br /> FINISH PER ELEVATION <br /> ON7/18"NG;SOLID COX 24OEDGE <br /> PLYWOOD CUT TAILS TO 7.Owner will verify electrical and heat layouts with <br /> SHEATHING;Bd C 8"O.C.EDGE MATCH TRUSSES installer before installation. <br /> ed@12"O.C.FIELD TYP. RAFTER FRAMING Sd @ 2" .CX PLYWD EVES) 8.Under all parallel bearing walls,use double joists or as <br /> MIN.15#UNDERLAYMENT 4 noted on plan.Double joist(or extra TJp under all non- <br /> NAIL 6"EDGE,12"FIELD G1 SCALE:N.T.S. bearing parallel walls. W <br /> WITH 8d NAILS,U.N.O. <br /> 9.TJI products to be installed per manufacturers <br /> 24"CARDBOARD BAFFLE 1 p " installation guide and approvedreports. <br /> ALLOW FOR 1"AIR SPACE 10.All metal connections tootreated wood shall be at a minimum;triple zinc <br /> MIN.EXTEND 12"ABOVE <br /> INSULATION. ZMAX torsGl a per ASTMSTM1 3 53);for <br /> Hot Dip Galand anch r <br /> connectors and ASTM153 for fasteners end anchors. <br /> Z_ <br /> SOLID SHEATHING it All bathroom fans,kitchen hood,and dryer ducts shell be exhaustedthr O <br /> OR COX <br /> PLYWD. fV Allwalll ducts sha the attic ll terminate the roof rat leasth the floor 36"f from a system ndow openi 9,da wall. <br /> To WEATHER <br /> fig' <br /> TO WEATHER _ HANDRAIL: n <br /> GRIP -2" <br /> PROJECTION FROM <br /> TOP PL. WALL LESS NOSING <br /> 1X FASCIA BD 1 1. THAN 1 1/2" <br /> W/METAL APPROVED TRUSSES BEARING CLIMATIC AND GEOGRAPHIC <br /> GUTTER <br /> MANUFACTURER'S SEAL. <br /> DESIGN <br /> SEE ROOF FRAMING PLAN <br /> FOR SPACING s/s'7( ANCHOR BOLT W/3"X3"X <br /> e TERMITE: SLIGHT TO MODERATE O <br /> "PLALA @TE WASHERS 48"o.c.OR <br /> INSLULATE PER WSEC PER SW.SCHEDULE(WHICHEVER IS SMALLER) OPEN RAIL: DECAY: SLIGHT TO MODERATE <br /> 2X BIRD BLK'G.W/ NO LESS THAN 4 z"&NO MORE THAN 12" OPEN SPACE BETWEEN WINTER DESIGN TEMP: 17 <br /> 2"SCREENED VENT FROM FA.END SILL CORNER,JOINT, PICKETS SHALL BENO <br /> HOLES WITH 1/4" END,OPENING ETC.7'MIN. LESS THAN 4"CLEAR ICESHIELD REQUIRED: 20 <br /> CORROSION RESISTANT LIVING AREA EMBED WAhLLSTEESHEARWALL@ / HANGER FLOOD HAZARDS: 20031992 FIRM <br /> METAL MESH COVERING <br /> NAILING SCHEDULE. AIR FREEZING INDEX: 250 <br /> M <br /> FIRE BLOCK ALL VERTICAL 2x P.T.SILL MEAN ANNUAL TEMP: 50 a enr <br /> OPENINGS IN WALLS AT / <br /> PLATES AND FLOORS <br /> O4 REBAR HORIZONTAL DESIGN DATA: <br /> i ONE BAR 12"BA WITHIN TOP OF WALL <br /> g AND ONE BAR NEAR MID <br /> HEIGHT OF WALL STORY / ROOF LOADS: LL 25#/SF(SNOW) <br /> DL 0#/SF — <br /> 2X4STOP STRINGERS <br /> 8 TOTAL 4C41/SF <br /> STRINGERS��.+ <br /> FLOOR JOISTS,SIZE AND § #4 REBAR V'@ 32"O.C.VERTICAL O FLOOR LOADS: U.40AV F <br /> SPACING PER PLAN PER TABLE R404.1.2(9) 2-2X HEADER DL 10#/SF <br /> FIN.FLR. TOTAL50#/SF K.N. <br />_ 3"MIN. FLOOR JOIST 2X4 BLOCKING Z DECK LOADS: ILL 6D#/SF <br /> _ CUR.TYP. (FIRESTOP) DL 10#/SF <br /> TOTAL 70#/SF <br /> (2)#4 REBAR REQUIRED <br /> SEE FOUNDATION PLAN AT THE FOOTING t0 SOIL: 1500 PSF <br /> TOP PL. FOR FTG./FDN.SIZE FIREBLOCKS <br /> ALL FOOTINGS TO BEAR ON FIREBLOCK STAIRS: \ <br /> ONCE IN TOP&BOTTOM CONCRETE: 2500 PSI AFTER 28 DAYS <br /> BEARING SOIL OF RUN BETWEEN STRINGERS (51/2 SACK MIX) <br /> &ALONG RUN BETWEEN STUDS \ .3000 PSI FOR EXTERIOR FOUNDATION <br /> (2)2x TOP PLATE'LAP CORNERS, STD. FOUNDATION DETAIL WALLS,PORCHES,STEPS,AND OR <br /> OFFSET END JOINTS BY 48" USABLE SPACE UNDER STAIRS \ <br /> TO BE 1 HR FIRE CONSTRUCTION GARAGE SLABS-AIR ENTRAINMENT <br /> G1 SCALE:N.T.S. PER IRC R404.1.2.3.7.6 5/8.'TYPE'X'G.W.B.(TWO LAYERS \ S BETWEEN 5-7k(TABLE 402.21RC) <br /> 0 <br /> 1/2"GYPSUM WALLBOARD,TP. AT STAIR CEILING) atlywaas <br /> 7/16"OSS.OR PLYWD.SHEATHING. W/PVA VAPOR BARRIER @ WALLS <br /> NAIL 6"EDGE,12"FIELD WITH 8d AND CEILINGS ALL STEEL TO BE GRADE 40 MASONRY: PER 201818C <br /> NAILS UNLESS NOTED OTHERWISE STEEL: PER 2018 IBC(GRADE 40) <br /> WOOD: PER 2018 IBC <br /> NAILING: PER20181RC NAILING PER TABLE <br /> STAIR NOTES: R602.30) <br /> 2xsru°s@16"o.c.TP. LIVING AREA <br /> STAIR DETAIL— TYPICAL RISER HEIGHT=7-3/4"MAX. WIND, 85 MPH — <br /> 3 SEISMIC: ZONE-Dr <br /> TREAD DEPTH=10"MIN. V=see design calcmations(Wd0 <br /> FIRE BLOCK ALL VERTICAL <br /> OPENINGS IN WALLS AT G1 SCALE:N.T.S. <br /> WEATHERING POTENTIAL:MODERATE ----- <br /> PLATES AND FLOORS <br /> FROST LINE: 18"MIN. <br /> E.F.P.: 45 PSF --- - <br /> SIDING W/WEATHER <br /> RESISTANT BARRIER BEHIND J"X 10"ANCHOR BOLT W/3"A3"X va^ GARAGE/LIVING SEPARATION 4"BEAM: DOUGLAS _180 <br /> SEE PLAN FOR SIDING TYPE PLATE WASHERS @ 48"o.c.NO LESS TYPE'0("GYPSUM WALL BOARD fb=900 PSI <br /> THAN 4 3"&NO MORE THAN 12" AT CEILING/WALL E=1,600,000 --- --'- <br /> FROM FA.END SILL CORNER,JOINT, _.._ <br /> 2x BOTTOM PLATE END,OPENING ETC.7"MIN. GARAGE 8"BEAM: DOUGLAS FIR#2 — <br /> EMBEDMENT INTO CONC.EXCEPT @ 3/4"T&G PLYWOOD SUB-FLOOR fb 70 <br /> SHEAR WALLS-SEE SHEAR WALL (GLUED&NAILED)NAIL 6"EDGE, 2x SOLID BLOCKING @ E= 30 PSI _- <br /> NAILING SCHEDULE. 12"FIELD W/101 NAILS. E=1,300,000 <br /> BRG.WALL ABOVE TP. 4"POST: DOUGLAS FIR#2 <br /> FIN.FLR. <br /> F.11= <br /> E=1,600,000 <br /> 6"POST: DOUGLAS FIR#2 -- <br /> 2x RIM JOIST <br /> F.11=700 PSI <br /> E=1,300,000 <br /> 2x P.T.SILL —'— <br /> JOISTS&RAFTERS HEM FIR 02 <br /> 4"CONC.SLAB ON 8 STUDS: fv=150 <br /> Z 4"GRANULAR BED ro=850 PSI --- <br /> 4"D.S.TIGHTLINE,POSITIVE FLOOR JOISTS,SIZE AND E=1,300.000 wq exera <br /> DRAIN TO STORM SYSTEM INSLULATE PER WSEC <br /> SPACING PER PLAN GLU-LAM BEAMS: \1/ <br /> FIN.GRADE TO SLOPE <br /> CRAWLSPACE e <br /> AWAY FROM BUILDING c _ _ fv=240 poi <br /> Z 4$��MAX. SEE FOUNDATION PLAN fib=2,40f poi(reduced by size <br /> Z factor,QPKi) <br /> UNBALANCED FOR BEAM SIZE& 2x4 GUSSET EA.SIDE E=1,800,000 psi <br /> POST SIZE SPACING z REBAR PLACEMENT PER NOTE: NtlH <br /> Z (TALLER WALLS PER PLAN) "SIMPSON"A24 CLIP REBAR PLACEMENT PER VARIATIONS FROM THE ABOVE <br /> 90#FELT POST TO CONC. (V DETAIL#2 ABOVE DETAIL#2 ABOVE <br /> LUMBER GRADES WILL BE V4"=��'0" <br /> NOTED ON THE PLANS. <br /> GD <br /> Z[ 6 MIL.POLY VAPOR BARRIER a sn M Neipp <br /> 1.SUBFLOOR: <br /> T&GPLYWOOD OR OSBAPA RATED TYPICAL DETAILS <br /> 7.y—I ALL REINFORCEMENT STURD-I-FLOOR 18"O.C.,3/4" <br /> 4"PERF.FOOTING DRAIN TILE U MUST BE TIED IN PLACE WALL&ROOF SHEATHING: <br /> W/CLOTH COVER&GRANULAR FOR FOUNDATION INSPECITON APA RATED SHEATING 24/18 7 <br /> COVER AS REQ'D.BY SOIL SEE FOUNDATION PLAN <br /> CONDITIONS SEEFOUNDATION FOR PAD SIZE <br /> FOR 1 TYPICAL WALL SECTIONS <br /> FOR FTG./FDN.SIZE <br /> REBAR PLACEMENT PER ALL FOOTINGS TO BEAR ON "__� PROVIDE DRAIN AT LOW ALL FOOTINGS TO BEAR ON G1 SCALE:N.T.S. sheer Num <br /> DETAIL#2 ABOVE FIRM UNDISTURBED SOIL POINT OF CRAWL SPACE FIRM UNDISTURBED SOIL <br /> G1 <br />