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202 BLOCKING <br /> BETWEEN RAFTERS <br /> PROVIDE 1 1/2"MIN. Field 1 <br /> BEARING AT RAFTER it <br /> ENDS Repor <br /> 2x RAFTER <br /> SIZE&SPACING <br /> PER PLAN GENERAL NOTES: <br /> ii-W..WA <br /> 2x BLOCKING,W/VENT 1.All construction per applicable codes and ordinances. www.6em..p°n.� <br /> HOLES,FROM ROOF SHEATHING 20181RC,IBC. <br /> TO WALL TOP PLATE <br /> 2.Verify all dimensions on job site.Bring discrepancies <br /> to the attention of Owner and/or Designer. sa.tl^a werlumenyytlwm place aria aaR <br /> 3.Owner will verify window sizes and manufaturer(s)with Pms oza Rela a M0=3 rleld Rep°^ <br /> framer before start of construction. <br /> RIDGE BEAM PER PLAN <br /> 4.One window per bedroom shall meet egress code. <br /> 5.Skylight glazing per 20181BC. <br /> ROOFING MATERIAL 6.Truss manufacturer shall supply shop drawings to Owner <br /> FINISH PER ELEVATION "SIMPSON"H1 CLIP @ RAFTER TO TOP PLATE and framer to review and approve before fabrication. <br /> ON 7/16"OBS SOLID COX 24-0 PLYWOOD <br /> SHEATHING;8d @ 6"O.C.EDGE CUT TAILS TO 7.Owner will verify electrical and heat layouts with <br /> 8d @ 12"O.C.FIELD MATCH TRUSSES installer before installation. <br /> (7/16"OSB ACX PLYWD@ EVES) TYP. RAFTER FRAMING <br /> MIN.15#UNDERLAYMENT 8.Under all parallel bearing walls,use double joists or as <br /> NAIL 6"EDGE,12"FIELD - noted on plan.Double joist(or extra TJp under all non- <br /> WITH 8d NAILS,U.N.O. G1 SCALE:N.T.S. bearing parallel walls. <br /> 9.TJI products to be installed per manufacturers _ <br /> 24!AL CARDBOARD BAFFLE � " installation guide and approved reports. O <br /> ALLOW FOR 1"AIR SPACE 10.All metal connections to treated wood shall be at a minimum;triple zinc <br /> MIN.EXTEND 12"ABOVE <br /> INSULATION. ZMAX(G185 per ASTM A653);Hot Dip Galvanze(ASTM A123 for <br /> connectors and ASTM 153 for fasteners and anchors. <br /> Z_ <br /> SOLID SHEATHING —J Idtchen hood,and tl ducts shall be exhausted X <br /> OR COX PLYWD. - — itAll bathroom fans, dryer <br /> WHERE EXPOSED N through the attic to the roof or through the floor system to an outside wall. <br /> TO WEATHER _ 44+ All wall ducts shall terminate at least 36'•from a window opening. <br /> HANDRAIL: <br /> TO,PL. PROJECT <br /> R JECTON 0 <br /> PROJECTION FROM RU <br /> WALL NO LESS NOSING <br /> 1X FASCIA BD. THAN 1 1/2". mi <br /> W/METAL / <br /> GUTTER APPROVED TRUSSES BEARING / <br /> MANUFACTURER'S SEAL. //�i J DESIGN <br /> IC AND GEOGRAPHIC <br /> SEE ROOF FRAMING PLAN // <br /> FOR SPACING �I III DESIGN CRITERIA: 14 <br /> e"X 10"ANCHOR BOLT W/3'7C3"X <br /> "PLATE WASHERS @ OR /�I TERMITE: SLIGHT TO MODERATE <br /> SW <br /> INSLULATE PER WSEC PER SW.SCHEDULE(WHICHEVER <br /> ER IS SMALLER) OPEN RAIL /(/i' ' I � � DECAY: SLIGHT TO MODERATE <br /> ZX BIRD BLK'G.W/ li <br /> 2"SCREENED VENT NO LESS THAN 4 i"&NO MORE THAN 12" OPEN SPACE BETWEEN / WINTER DESIGN TEMP: 17 <br /> HOLES WITH VENT <br /> FROM EA.END SILL CORNER,JOINT, PICKETS SHALL BE ICESHIELD REQUIRED: NO <br /> CORROSION RESISTANT EMBEDMENT INTO CONICEND,OPENING ETC.r .EXCEPT N. LESS THAN 4"CLEAR <br /> METAL MESH COVERING LIVING AREA SHEAR WALLS-SEE SHEAR WALL / FLOOD HAZARDS: 20031992 FIRM Q <br /> NAILING SCHEDULE. i��' �� /j HANGER AIR FREEZING INDEX 250 <br /> BID <br /> FIRE BLOCK ALL VERTICAL 2x P.T.SILL j // MEANANNUALTEMP: 50 <br /> OPENINGS IN WALLS AT j%,/ + <br /> PLATES AND FLOORS KLP HOMES <br /> #4 REBAR HORIZONTAL TO �' DESIGN DATA: Ce^ <br /> e' ONE BAR 12"WITHIN TOP OF WALL : // <br /> AND ONE BAR NEAR MID J' <br /> HEIGHT OF WALL STORY ROOF LOADS: LL 25#/SF(SNOW) <br /> DL 2X4 STOP —— 3-2x12 O TOTAL 4lMflSFF <br /> FLOOR JOISTS,SIZE AND 4 <br /> / STRINGERS 8 <br /> #4 REBAR"J"@ 32"O.C.VERTICAL <br /> SPACING PER PLAN — p <br /> FIN.FLR. PER TABLE R404.1.2(9) 2-2X HEADER FLOOR LOADS: LL 40 L 10 <br /> DL 10#/SF <br /> = TOTAL 50#/SF <br /> 3"MIN. FLOOR JOIST — 2X4 BLOCKING <br /> CLR.TYP. r—— Z DECK LOADS: ILL 60#/SF p'"MreMe• <br /> (FIRESTOP) DL 10#/SF <br /> \ __ TOTAL 70N1SF <br /> (2)N REBAR REQUIRED \ <br /> SEE FOUNDATION PLAN AT THE FOOTING (p SOIL: 1500 PSF <br /> TOP PL._ FOR FTG./FDN.SIZE \ FIREBLOCKS <br /> ALL FOOTINGS TO BEAR ON FIRES OCK STAIRS: <br /> BEARING SOIL ONCE IN TOP&BOTTOM \\ CONCRETE: 2500 PSI AFTER 28 DAYS <br /> OF RUN BETWEEN STRINGERS (5 1/2 SACK MIX) <br /> (2)2x TOP PLATE,LAP CORNERS, &ALONG RUN BETWEEN STUDS \\ —— <br /> -3000 PSI FOR EXTERIOR FOUNDATION <br /> OFFSET END JOINTS BY46" STD. FOUNDATION DETAIL USABLE SPACE UNDER STAIRS \\ ( WALLS,PORCHES,STEPS,AND OR <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 \ IS BETWEEN S-7%TABLE 402.21RC) 0 <br /> 1/2"GYPSUM WALLBOARD,TYP. AT STAIR CEILING) \\ <br /> 7116"OSB.OR PLYWD.SHEATHING, W/PVA VAPOR BARRIER @ WALLS <br /> NAIL 6"EDGE,12"FIELD WITH Bid AND CEIUNGS ALL STEEL TO BE GRADE 40 \ MASONRY: PER2018IBC an0s^^^ <br /> NAILS UNLESS NOTED OTHERWISE I <br /> ISZ STEEL: PER 20181BC(GRADE 40) <br /> WOOD: PER 20181BC <br /> NAILING: PER 20181RC NAILING PER TABLE <br /> STAIR NOTES: I R602.3(i) <br /> zx sTUlas @ 16^D.C.nP. <br /> LIVING AREA STAIR DETAIL- TYPICAL RISER HEIGHT=7-3/4"MAX. WIND: 85 MPH <br /> 3 SEISMIC: ZONE V=see design calculations(Wdl) <br /> FIRE BLOCK ALL VERTICAL TREAD DEPTH=10"MIN. <br /> OPENINGS IN WALLS AT G1 SCALE:N.T.S. <br /> PLATES AND FLOORS WEATHERING POTENTIAL:MODERATE <br /> FROST LINE: 18"MIN. <br /> SIDING W/WEATHER <br /> RESISTANT BARRIER BEHIND s§"X 10"ANCHOR BOLT W/3'XTX+a^ GARAGE/LIVING SEPARATION 4•'BEAM: DOUGLAS FIR#2 <br /> SEE PLAN FOR SIDING TYPE PLATE WASHERS @ 48"o.c.NO LESS TYPE'0('GYPSUM WALL BOARD <br /> v= <br /> THAN 4/"&NO MORE THAN 12" AT CEILING/WALL Po 900=900 PSI <br /> FROM EA END SILL CORNER,JOINT, E=1,600,000 <br /> 2x BOTTOM PLATE END,OPENING ETC.7"MIN. GARAGE 8•'BEAM: DOUGLAS FIR#2 <br /> EMBEDMENT INTO CONIC.EXCEPT @ 3/4"T&G PLYWOOD SUB-FLOOR _ <br /> SHEAR WALLS-SEE SHEAR WALL (GLUED&NAILED)NAIL 6'EDGE, iv-170 <br /> NAILING SCHEDULE. 12"FIELD W/10d NAILS. 2x SOLD BLOCKING @ Po=175 PSI <br /> E= ,300,000 <br /> BRG.WALLABOVETYR 4"POST: DOUGLAS FIR#2 <br /> FIN.FLR. <br /> — Fc II=1350 PSI <br /> E=1,600,OD0 <br /> 2x RIM JOIST <br /> 6"POST DOUGLAS FIR#2 <br /> Fc II=700 PSI <br /> 2x P.T.SILL E=1,300,ODD <br /> I V 4"CONIC.SLAB ON JOISTS&RAFTERS HEM FIR#2 <br /> Z <br /> 4"D.S.TIGHTLINE,POSITIVE4"GRANULAR BED &STUDS: iv=150 <br /> Po=850 PSI <br /> DRAIN TO STORM SYSTEM FLOOR JOISTS,SIZE AND E=1,300,000 1 <br /> '° CRAW LSPACE IN PER WSEC SPACING PER PLAN <br /> FIN.GRADE TO SLOPE u c a GLU-LAM BEAMS: prynatxrM <br /> AWAY FROM BUILDING <br /> N=240 psi <br /> ? 48"MAX. SEE FOUNDATION PLAN Z ° fib=2,400 psi(reduced by size <br /> UNBALANCED FOR BEAM SIZE& 2x4 GUSSET EA.SIDE E-1 800,DOOfactOOrpCF`Ki) <br /> POST SIZE/SPACING Z <br /> _Z N (TALLER WALLS PER PLAN) <br /> 900 JE� "SIMPSON"A24 CLIP g REBAR PLACEMENT PER REBAR PLACEMENT PER NOTE: <br /> POST TO CONIC. (V DETAIL#2 ABOVE DETAIL#2 ABOVE VARIATIONS FROM THE ABOVE <br /> — LUMBER GRADES WILL BEO NOTED ON THE PLANS. <br /> Z} 6 MIL.POLY VAPOR BARRIER snee+R <br /> F 1.SUBFLOOR <br /> T&G PLYWOOD OR OSB APA RATED <br /> Iy� ALL REINFORCEMENT STURD-I-FLOOR 16"O.C.,3/4" <br /> 4"PERF.FOOTING DRAIN TILE U MUSTBE TIED IN PLACE GENERAL <br /> W/CLOTH COVER&GRANULAR FOR FOUNDATION INSPECRON WALL&ROOF SHEATHING: <br /> COVER AS REO'D.BY SOIL <br /> CONDITIONS SEE FOUNDATION PLAN SEE FOUNDATION PLAN APA RATED SHEATING 24/i6 7/78" <br /> FOR FTG./FDN.SIZE FOR PAD SIZE TYPICAL WALL SECTIONS <br /> REBAR PLACEMENT PER ALL FOOTINGS TO BEAR ON PROVIDE DRAIN AT LOW ALL FOOTINGS TO BEAR ON SCALE:N.T.S. <br /> DETAIL#2 ABOVE FIRM UNDISTURBED SOIL POINT OF CRAWLSPACE FIRM UNDISTURBED SOIL <br /> G1 <br />