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NASH 4
<br /> A!5S0G 1 ATES ]3F3 NFGI NFD
<br /> GENERAL NOTES
<br /> I.All construction per applicable codes and ordinances.
<br /> HANDRAIL 201E IRG,IBC. I
<br /> ATEOFWASNNaiWl
<br /> GRIP 14°-IN m 2.Verify all dimensions on Job site.Bring dlxrepandes
<br /> �NO��M NOSING to the att®noon of Owner and/or Designer,
<br /> oFP .BALL THAN W. 3.Owner will veNfy window sizes and mamfocturer(s)Mth
<br /> STAIRWAY ILLVMINATION, II OPEN RAIL framer before start of coretuctlon.
<br /> II I1
<br /> 1. Pl—i INTERIOR STAIRWAYS WITH AN ARTIFICIAL OPEN SPACE BETV♦ffN
<br /> LI6Hf SOURCE LOCATED IN THE IMMEDIATE PICKETS SHALL BE II 11 II j 4.one window per bedroom shall meet egress code.
<br /> VICINItt OF EACH LANDING GF THE STAIRWAY, LESS THAN 4"CLEAR II I II 5. II In 2015 IRG.
<br /> CAPABLE OF ILLUMINATING TREAD°'AND LANDINGS �, 11 1 �• Skylight glazing g per
<br /> TO LEVELS NOT LE55 THAN I FOOTtANAL STAIR
<br /> SO NOTES II
<br /> 51MPN J0210 MEASUR®AT THE GETftETt OF TREADS AND RISER NEI6Hi-1-5/4'MAx. II I1 6.Truss manufacturer shall dUpply Shop dr—Ingq5 to Owner
<br /> OR EQUAL FOR LANDIN65, TREAD DEPM1i:IO"MIN. "T I�LI HANSSR and framer to—lew and approve before falxicatlon.
<br /> SINGLE JOISTS
<br /> 2.PROVIDE E%TERIOR STAIRWAYS WITH AN ARTIFICIAL
<br /> OMPSON WNP210-2 L16NT 5ouf ELOCATED IN THE IMMEDIATE 2X45TOP 9-]x12 T.Owner WIII Verify nstallatio and heat layaut8 With
<br /> OR EQUAL FOR YICINItt OF THE TOP LANDING GF THE 5TARRWAY. STRINSERS S Instal
<br /> ns Under
<br /> o perm Installation.
<br /> Dearing
<br /> DOUBLE JOISTS 2-ZXB HEADER 4 W
<br /> 3.THE CONTROL FOR AGTIYATON C THE INTERIOR fT�6-01 yy 8.note,all parallel bearing t or Use double JOsts ai'a5
<br /> G ypA,GE STAIRWAY D S TNG SHALL BE ACOESSIELE AT 2x6 C OC O.G. 2X4 B.OR)NS 2 noted g Ion. Double Olst(Or extra TJI)under all non-TOP_B '_OF EACH STAIRWAY (FIRESTOP) beOrl P a lei WQ I5.J
<br /> WITHOUT TRAVERSING ANY STEPS. FIREBIOCK STAIRS � �P�
<br /> 4.TE ILLUMINATION OF EXTERIOR STAIRWAYS SHALL ONCE IN TOP a BOTTOM FIREBLOCKS 9.TJI Oduats to be Installed manufacturer's
<br /> REFER TO PLANS AND SHEET GI CONiROLL�FROM INSIDE THE DWLLIN6 UNIT OF RIM BETHIMN STRINSER5 \ Ins lation guide and approved e reports.
<br /> FOR FOOTING 912E AND REINFORCING OR A OMATGALLY LONTROLL !ALONE RUN BETMeEN STUDS \ N apPr Pa QyI O
<br /> USABLE SPACE UNDER STAIRS \ 10.All metal connections to treated wood shall be at a I'c1
<br /> JOIST HUNG OPP WikLL TO BE I HR FIRE CONSTRUCTION \ Dlpminim6al anlPie(A5 M zinc ZMAX�IoScoer ZtO 5 nd 653�M153 Q
<br /> "'TYPE'W SAS.hWa LAYERS for fasteners and anchor.).
<br /> AT STAIR CEILING)
<br /> ALL BATH ROOM FANS,KITCHEN HOOD, _ II.Manufacturer's Installation Instructions shall be
<br /> AND DRYER DUCTS SH
<br /> ALL El `fi T1an 1!1n —liable on the job site at the time of InSpeLtlon,
<br /> EXHAUSTED R TH THE ATTIC TO TYPICAL STAIR IDETAIL for iwnglnshall be resebmnitted Rorer—I.—��d THE ROOF OR THRU THE FLOOR ��33 LL11
<br /> ALL WALLODUGTS SHI E 8 ALL TERMINATE I ISTTT
<br /> AT LEAST 96"FROM A WINDOW OPENING. AVE, N.L.
<br /> 24.CARDBOARD BAFFLE DESIGN D.4T.4 Kirkland, WA
<br /> TEND 12"ABOVE BET
<br /> ALLOW FOR I'AIR SPADE ROOF LOAD: LL 25•/9F(SNOW) C18055
<br /> MIN.EXTEND TOP OF
<br /> INSULATION. ROOFING MATERIAL BAFFLE AND TOP OF vL IEaR/SP (425) 8213-4117
<br /> FINISH PER ELEVATION TOTAL 4,C:/SF
<br /> 2X BIRD BLK'G.W/ ON 7/16°OBS SOLID GDX 24-0 PLYWOOD INSULATION. uNLesa NOTFn Ise
<br /> 2„SCREENED VENT SHEATHING;INSTALL PER MFD. FLOOR LOADS, LL 4 /SF arH�a FAX
<br /> HOLES WITH 1/4" SPECIFICATIONS. h- rorAO.LL IIO
<br /> GORRPSION RESISTANT (7/16"OSB AGX PLYWD 0 EVES) IOd a 6"O.G. 425 622-1G 8
<br /> METAL MESH COVERING MIN.I5#UNDERLAYMENT TYPICAL f DECK LOADS: LL 60M/SF
<br /> NAIL 6"EDGE,12"FIELD WITH SOLID d VENT DL IOM/9F
<br /> 8d NAILS UNLESS NOTED BLOCKING TOTAL"iCS#/9F IL
<br /> SOLID 5HEATHIN6 OTHERH15E WALL FIRE BLOGKING: SOIL. 1500 PSF Mi.. 0 m
<br /> OR GDX PLYWD. FIRE BLOCK ALL VERTICAL 2-2X TOP PLATE CONCRETE, 9000 P9l AFTER 25 DAYS
<br /> WHERE EXPOSED 2X RAFTERS OR OPENIN6 IN WALLS AT PLATES LAP CORNERS,OFFSET -9000—1 FOR EXTERIOR Fo1MDATIOIN }
<br /> TO WEATHER APPROVED TRUSSES BEARING AND FLOORS END JOINTS BY 45" WALLS.PORCHES.STEPS,AND OR IU
<br /> MANUFACTURER'S SEAL. GARAGE SLABS AIR ENTRAINMENT II. 0 =
<br /> 2X FASCIA BD. SEE ROOF FRAMING PLAN EXTERIOR HEADER 15 BETva MN 5-7011(TABLE 402.2 IRc) O J H
<br /> 1"U METAL - FOR SPACIN6 FLOOR JOISTS:SEE SE OPENINGS: MASONRY. PIER 201e IBC I Q
<br /> GUTTER PLAN FOR 51ZE d SEE PLAN FOR SIZE H
<br /> -j SPACING DOUBLE STEEL. PER 201E IBC(GRADE 60 MIN)-
<br /> JOISTS UNDER ALL INSULATION PER 2X 5TUD5® SEE NOTE BELow, Z I Q
<br /> INSULATION PER WSEG
<br /> PARALLEL ASEC 16"O.G.TYR FOUNDATION WALL REBAR,
<br /> HORIZONTAL AT 10"O.G.-GRADE 40 OKAY
<br /> PARTITIONS 1/16"055 OR PLYYUJ VERTICAL AT 45"O,G. -GRADE 60 OR z
<br /> 3/4"TtG PLYWOOD 5HEATHIN6-NAIL 6" VERITIGAL AT 32"O.G.-GRADE 40 OKAY <
<br /> IL
<br /> 2x CEILING JOISTS OR 5UB-FLOOR(GLUED EDGE,12"FIELD R404.1.3.3.-I Q p
<br /> 7/16"OSB PLYWD. BOTTOM CHORD OF 7RL155 d NAILED)NAIL AT WITH 8d NAILS Z Q
<br /> SHEATHING b"ED6E d 12"FIELD F
<br /> SO D BLOCKING U `-'S�T�
<br /> 1/2"GYPSUM WALLBOARD,TYP. W/IOd NAILS OTHERWISE . 0 Q
<br /> 50 RING,TYP WOOD, FER 2019 IBC v
<br /> W/PVA VAPOR BARRIER GROSS BRID61N6 0 NAILING: PER 2016 IBC NAILINGPER TABLE
<br /> 8'O.G.MAX.WHEN R6o2.3(U.RB02.lo _ V H
<br /> •WALLS AND GEILIN65 FLOOR J015T ARE IS#FELT OVER WINDS 63 MPH(NOMINAU,110 MPb(ULTIMATE) Z x
<br /> STUD°'(SIDING
<br /> SEE DETAIL ABOVE ON GROSr BRIDGING 0
<br /> SUPPORTED SEISMIC. zoNE-D � J i11 Ul
<br /> ON THIS SHEET FOR J015T SOLID BLOGKIN6 61^7B. 1.,1 ERASE
<br /> COND.ONLY) (�
<br /> SHCAR.123 N) Q Q Q -
<br /> AT BEARING,TYP. 8'O.G.MAX.WHEN `l INSIDE FOUNDATION FLOOR J015T ARE 2X PLATE WEl.THERINb POTENTIAL,MODERATE I t- ? 0)
<br /> INSULATION
<br /> INSUL NOT SUPPORTED 1)
<br /> 2X P.T.SILL R-35 W/6.WB.BELOW I INSULATE Fil LINE,
<br /> PLATE
<br /> SOLID RIM JST f RIM
<br /> FIN.6RADE ---- R-21 MIN. 46.,Sl fo:IS FIR 02 O Y
<br /> TO SLOPE / RIM'395r Pb 900 PSI L
<br /> VENT IS 1600,000 F
<br /> AWAY FROM ( 24,dARDBOARv UNFINISHED BASEMENT WOOD SIDING 4"P09T, DOUGLAS FIR MZ 9-
<br /> BUILDING 6"POST. fv 150
<br /> s�Le SLOPE MAY NOT BE PART SEE ELEVATION
<br /> •:.. 2X4 GUSSET I ao°,BEiaEnrH OF THE PLANS SHEET FOR e=I,390
<br /> PSI
<br /> ie .11 4'MIN. \ IN5I1L, dotB:
<br /> C AR TYP. EA.SIDE / TYPE JOISTS!RAFTERS HEM FIR•2
<br /> ,I,.'. ---_— a IT,
<br /> %-190 ravla Ions,
<br /> IL6 ^ #4 GONT.TOP POST/BEAM STRAP fb=690 P51
<br /> } =III- H :. GRIT Q/4GE d BOTTOM (S MPSON 66L d e=I,'00,000
<br /> -ll- 3/4"MIN 667 f SPLICES OR .-LAM BEAMS:
<br /> K § I- 2 d #4 VERTICAL CLEAR TYP. EQUIVALENT) fv.24O
<br /> OH SEE F ATION Pactor;GF*Ku llze IpBC �OIS
<br /> � — O 16"O.G. fb.2,400 psi P.dUcod I IW �OIB
<br /> PLAN SIZE 90#FELT #4 HORIZ.-O.G.SPACING POST/STUD WALL E=1,600,000 1
<br /> =� PER WALL WIDTH-SEE
<br /> 51MPSON H6AMI0 NOTE,
<br /> OR A35 EACH DESIGN DATA o RIGHT R-I MIN. SIMPSON P544 OR !8'X 10'ANCHOR BOLT f1ATE WASHERS VARIATIONS FROM THE ABOVE
<br /> 111AHE SIDE OF POST VV = T MAL PER POST SIZE fV�o�clND TYPICAL
<br /> f !NO MDRE TNAN 12•FROM 1,11 T PRONG HE PLAINS.S.
<br /> 0 POWDER K PLINTH BLOCK EA.51LL CoR JOINT,END, WALL
<br /> Oil ACTUATED NAILS 1.9uBFLooR:
<br /> - )1 OPBfIN6,ETC,T'MIN. T!G PLYWOOD OR O50 APA RATED
<br /> —1 m 4 GONG.SLAB ON B•BEDrENr INro coNc.
<br /> J STURD-I-FLOOR 16"O.G.,3/4"
<br /> L-� III 4 COURSE GRAVEL EXCEPT a LL A I WALLS.sff
<br /> 4"m D.S.TIGHTLINE � �-T SHEAR WALL NauN6 SCREwI.E.
<br /> P051TIVF DRAIN IQ6w y AWPALRAT pOSNEATING 34/I6 't/16"
<br /> TO APPROVED
<br /> "tt y U i III= #4 CONT.HORZ.TOP dreTwn by
<br /> OR APPROVED i1 ` <F a - v _ x chackaGl.by:GN/RJ
<br /> DRAINAGE II m m< II I I "� 4 #4 STUB UP a 48"O.G. FOOTING FOR ,
<br /> 2,1 MAX - e ° k HOOK EXTEHALL NDED = 6"WALL-6"X12"FOOTING
<br /> 6 MIL BLACK'VI5C�N' SLOPE INSULATE R a 1� la"BELOW GRADE
<br /> VAPOR BARRIER UCODE NDER E-0 MIN. - � #4 STEEL-2" HORIZ. )LAL
<br /> 2-#4 CONT. RL LAB GONT.IN FOOTING
<br /> #4 STUB UP SEE .v SEE FDN.PLAN — 6" ALL- 18'IBELOW INIS TI ON5
<br /> ALL FOOTIN65 TO BEAR ON 3"MIN.
<br /> FIRM UNDISTURBED 501L SCHEDULE FOR CLEAR FOR PAD 51ZE 0 #4 STEEL-45'o.c.VERT.
<br /> 5PACIN6 TYPICAL 10"o.c.HORIz.
<br /> 4"f PERF.FOOTING DRAIN TILE /� w 7HI5 STAMPED PLAN 15 517E SPECIFIC AND 15 TO BE USED FOR
<br /> RANULAR TYI-p I G/==�L Y`1�LL SECTIONS 517E ONLY. BPSIG PERMITS FOR MULTIPLE 5
<br /> YV CLOTH COVER d G 1TE5 ARE NOT 10"WALL-— 8"Xlb"FOOTING
<br /> COVER AS REQ'D.BY 501L COND. ALLOYED WITH THIS STAMPED PLAN WITHOUT ATTACHED 24"BELOW GRADE
<br /> MITTEN PEFZM155ION OF THE ARCHITECT OF RECORD. #4 STEEL-45"o. \/ERT.
<br /> b"o. HORIZ.
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