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NASH 4
<br /> ASSOGI ATES g3 gEGIS NEA�
<br /> 14, GENERAL NOTES
<br /> I.All construction per applicable codes and ordinances.
<br /> HANDRAIL: 2015 IRG,IBC. I EANON
<br /> GRIP 114"-2'0 $ dTAIERT4A3HINGTON
<br /> PROJECTION FROM 2.II they all dlmen510n5 On�Ob site.Bring discrepancles
<br /> olsisenaE txmu KALL NO I1S NO5IN5 tq the
<br /> attan1 of Owner and/or Designer.
<br /> OFF FTm.wAI_L STAIRWAY THAN 11 3.Owner will ver wlndow slzes and maNfacturer(s)with
<br /> ILLUMINATION, II
<br /> OPEN RAIL: II li framer ore
<br /> ruc start of consttion.
<br /> I. PROVIDE INTERIOR sTAIRWAYs WITH AN ARTIFICIAL OPEN GRACE BETYIEEN II
<br /> LIGHT so—LOGATr'2l IN TIE IMMEDIATE PICKETS SHALL BEII It II i I 4.One wlndow per bedroom shall meet egress code.
<br /> VICINITY G EACH LAN—of THE STAIRWAY, LESS THAN W CLEAR II II
<br /> CAPABLE OF ILWMINATIN6—Os AND LAND Nee g III iI J° 5.51,9111 g az ng per 201E IRG,
<br /> To—NOT LE55—N I FOOT-CANDLES STAIR NOTES: ill II J/ b.TfUsS maYWfaGSUref 5hO SU 1 h drOWln t0 Owner
<br /> `—SIMPSON JB2I0 NEA^ilR®AT THE CENTfix OF TREADS ANp RISER HEIGHT=9-3/4"MAX iyi pp y shop g5
<br /> OR EQUAL FOR I NVIN55. TREAD DEPTH=IO•MIN. I,i N� and framer to review and approve before fola'ICation.
<br /> SINGLE JOISTS
<br /> 2.PROVIDE EXTERIOR STAIRWAYS WITH AN ARTIFICIAL
<br /> O MPS U WNP2I0-2 LIGHT SWRGE'LOCATED IN THE IMMEDIATE 2X4 STOP 32x� $ T.Owner WIII Verify estop do and heat IQy0Ut5 with
<br /> OR EQUAL FOR VICINITY OF THE TOP LANDING of TIE STAIRWAY. STRINGERS Installer before installgtbn.
<br /> DOUBLE JOISTS 2-2X6 HEADER W
<br /> 3.TIE C4MROL FOR ACTIYATON OF TIE INTERIOR FLOOR.KlIST 8.Under all parallel be walls,use double Joists Or as
<br /> GRAYNLSPAGE 5TAIRWAY LIGHTING SHALL BE ACl.E5518LE AT 2X6 O 6"OZ. 2X4 BI.OLKING = noted on plan. Double)OSt(Of extra TJ)under all non-
<br /> TIE TOP AND BOROM 6 FKH sTAIRVIAY
<br /> wITFVOVT TRAVERSINb ANr STEPS. (FIRESTo% 4 bearing parallel walls. _
<br /> FIR®LOCK STAIRS:
<br /> 4.THE ILWMINATON OF EXTERIOR 5TAIRWAYS SHALL ONCE IN TOP 4 BOTTOM FIREBLOGK5 q,TJI odUctS t0 be Installed anufacturer's
<br /> REFER TO FLANS AND SHEET 61 BE CONTROLLED FROM IN51DE TIE DyELLIN6 UNIT OP RUN WTYEEH STRINGERS \ InStlp..1110t1On guide and a fled pier reports.
<br /> FOR FOOTING SIZE AND REINFORCING OR ArtOMATGALLY C,oIAROLL®. 4 ALONG PoRl BEThEEN STUDS Qt'
<br /> \ 10.All metal connections to treated wood shall be at a 'Z
<br /> JOIST HUNG OPf kXALL LOA ILE SPACE IMDER STAR-` \ mMlmum;triple zinc ZMAx(6 55 per ASTM A653);Hot U]
<br /> TO BE I IR FIRE CONSTRUCTION Dip Galvanize(ASTM AI23 for canrectors and A5TM(53
<br /> 5/6'TYPE'X'&AD CM0 LAYERS for fasteners and mchom).
<br /> AT STAIR CEILING)
<br /> ALL BATH ROOM FANS,KITCHEN HOOD, ^T Ili'
<br /> 11.MonufacWrer's installation Instructions shall be
<br /> EXHAUSTED THRI/ HE ATTIC,To s•-oegTH S forg the lnsppector4sbse and r site at`erence.f ReYised�
<br /> THE ROOF OR THRU THE FLOOR TYF'I GAL STAIR DETAIL drawings sha11-resubmitted for reviews.
<br /> SYSTEM TO AN OUTSIDE WALL. S003 I ISTH
<br /> ALL WALL T UGTS SHALL TERMINATE AT LEAST 36"FROM A WINDOW OPENING. AVE. N.E.
<br /> 24"CARDBOARD BAFFLE DES 1 GN DATA Kirkland, NA
<br /> ALLOW FOR I"AIR SPACE
<br /> MIN.EXTEND 12"ABOVE BETWEEN TOP OF ROOF LOADS: L.25#/SF(SNOW) 418033
<br /> INSULATION. ROOFING MATERIAL ELEVATI BAFFLE AND TOP OF DL IB#/SP (425) QJ28-4111
<br /> FINISH PER ELEVATION TOTAL 4c*19F
<br /> ON l/I6"OBS SOLID GDX 24-0 PLYWOOD INSULATION.
<br /> 2X BIRD BLK'G.W/ FAX
<br /> 2'SCREENED VENT SHEATHING;INSTALL PER MFD. _ FL—OR LOADS: IO-�
<br /> SPECIFICATIONS.
<br /> HOLES WITH 1/4° F TOTAL s0#/SF 425) 822-1918
<br /> CORRF51ON RE515TANT MIN.1*U AGX PLYWD 0 EVESI TT 0 6"O.G.
<br /> METAL MESH COVERING MIN.IS#UNDERLAYMELD TYPICAL• DECK LOADS: LL bo+/sF
<br /> NAIL b"EDGE,12"SS FIELD WITH SOLID d VENT I- 10/SF
<br /> 8d NAILS UNLESS NOTED BLOCKING TOTAL To#/SF IL
<br /> SOLID SHEATHING OTHERWISE WALL FIRE BLOCKING:
<br /> SOIL: I5O0 PSF MIN. 0 m
<br /> lu
<br /> CONCRETE, 3000 P51 AFTER 2e,DAYS }
<br /> OR GDX FILXPYWD. FIRE BLOCK ALL VERTICAL 2-2X TOP PLATE _300o PSI FOR exTER1oR FouNDAnoN
<br /> WHERE EXPOSED 2X RAFTERS OR OPENING IN WALLS AT PLATES LAP CORNERS,OFFSET
<br /> WALLS.PORGHIES,STEPS,AND OR Y
<br /> TO{^FATHER APPROVED TRUSSES BEARING AND FLOORS END JOINTS BY 48" O W Z
<br /> 2X FASCIA BD. MANUFAGTURER5 SEAL GARAGE SLAGS-AIR ENTRAINMENT I _
<br /> EXTERIOR HEADER IS I!se T4 5- (TABLE 402.2 IRC) O F
<br /> W/METAL SEE ROOF IFRAMING PLAN FLOOR JOISTS:SEE AT OPENINGS: MASOMRY. PER—16 IBC J I Q
<br /> GUTTER PLAN FOR 512E d SEE PLAN FOR SIZE STT�L. PER 2016 IBC(GRADE 60 MIN)- d Q F
<br /> SPACING.DOUBLE INSULATION PER 2X STUDS® SEE NOTE BELow, Z W Q
<br /> JOISTS UNDER ALL 16"O.G.TYP. FOUNDATION WALL—AR. FF 11I
<br /> INSULATION PER WSEG PARALLEL WSEC Q Z Y
<br /> HORIZONTAL 4 10"O.G.-GRADE 40 OKAY
<br /> PARTITIONS VIE"OSB OR PLYWD VERTICAL AT 52 O.G. -GRADE 60 oR
<br /> 3/4"TEG PLYNYUE D SHEATHING I NAIL 6" VE-RITIGAL AT 32"O.G.-GRADE 40 OKAY
<br /> 2x CEILING JOISTS OR 5U5-FLOOR(GLUED EDGE,12"FIELD R404.19.3.T 1. 4
<br /> 7/16"055 PLYWD. BOTTOM CHORD OF TRUSS d NAILED)NAIL AT WITH bd NAILS r ICU Z
<br /> SHEATHING 6"EDGE d 12"FIELD UNLE55 NOTED F F
<br /> SO D BLOCKING W/IOd NAIL5 OTHERWISE W Q J
<br /> I/2"GYPSUM WALLBOARD,TYP. AT RING,TYP, woov, PER 2016 IBC \, W
<br /> W/PVA VAPOR BARRIER GRO55 BRIDGING® v V O Q
<br /> NAILING PER 2016 IBC 2.10 GFER TABLE
<br /> ®WALLS AND CEILINGS F O.G.MAX WHEN Rbo2.30U.Rbo2.lo
<br /> I5#FELT OVER
<br /> FLOOR JOI5T ARE WIND,65 MPH(NOMINAL).110 MPG(ULTIMATE) I)) Z
<br /> STUDS(SIDING
<br /> SEE DETAIL ABOVE ON 50LID BLOCKING CROSS BRIDGING® T SUPPORTED ��,ONLY) SEISMIC: zot+E-D J !n Q
<br /> ON TH15 SHEET FOR JOIST WOG MAX WHEN G.W.B. W SASE sHEnR=I23 NI Q Q Q
<br /> INSIDE FOUNDATION AT BEARING,Ty'.
<br /> FLOOR JOIST ARE 2X PLATE R-✓EATRgRING POTENTIAL.
<br /> INSULATION IMODB ATE .. W tl W
<br /> 2x P.T SILL R-35 �G.WB.BELOW INSULATE FROST L.INEF24" J W
<br /> SOLID RIM J5T R-21 MIN. 4"BEAM: DOUGLAS FIR>tz ® U1 Q
<br /> FIN.6RAVE /----RIM 391sT 6"BEAM: fb=9�P51 O = Z
<br /> TO SLOPE
<br /> VENT E-I600000 F
<br /> AWAY FROMX 24,dARo�Aao UNFINISHED BA5EMIENT WpOD SIDING 4°POST. — I-AS FIR#2 �-
<br /> BUILDING b. BAAGLo,B MAY NOT BE PART SEE ELEVATION 6"POST: fv=Ibo
<br /> fb=SOO PSI
<br /> .>LI /a^MIN. EA4 GUSSET
<br /> ET \ TH OF THE PLANS SHEET FOR E=1,5`COI o data:
<br /> m G 4" IN. \_____/ TYPE JOISTS E RAFTERS HEM FIR k2
<br /> II�, 4 STUDS: fv=I50 rBYls Ions:
<br /> #4 CONT.TOP PO5TBEAM STRAP E=16500 P,000
<br /> }� TT=ITT-I GRA PAGE (SIMPSON 66L d
<br /> "� d BOTTOM 66T®SPLICES OR
<br /> 3/4•MIN 6LV-LAM BEAMS:
<br /> SEE F d ATION #4 VERTIGAL CLEAR— r EQUIVALENT) fv=240 psT
<br /> ®16"O.G. § fb=2.400 psi(redvc®d by slza
<br /> PLAN 51ZE - factor,GP=KU I�Ci 2OIS
<br /> N _ E 90#FELT #4 HORIZ.-0
<br /> SPACING PCI5T/5TUD WALL E=1,000000 Pal I RG 2O l b
<br /> =11I PER WALL WIDTH-SEE NOTE.
<br /> SIMPSON HGAMIO DESIGN DATA 0 RIGHT $4•x lo•neRGNOR BOLr VARIATIONS FROM THE ABOVE
<br /> OR A35 EACH _ R-i MIN. SIMP50N PB44 OR M Ma-A.PLATE HAs�s T`(P I GAL
<br /> ZMALPER POST SIZE 0 46"OL.NO LE55 THAN 41h• LUMOER GRADES WILL BE
<br /> F I F III=L= 51DE OF P05T YV - f 4 No Mon€THIAN 12'fR014 NOTED ON THE PLANS. k%ALL
<br /> PODER K PLINTH BLOCK IA.SILL A"`N",ROINT,BND,
<br /> ACTUATED NAILS _ _ OPENING,ETC.,T'MIN. I.SUBFLOCR.
<br /> III—III III 4"GONG.SLAB ON ENBEDNENf INTO GONG. TBG PLYWOOD OR OSB AP4 RATED
<br /> ' J III= I—III G STVRD-I-FLOOR 16"O.G.,3/4"
<br /> 4"0 DS.TIGHITLINE III 4 COURSE GRAVEL SHEAR w 5 N�AILiN6 SGEd1LE.
<br /> WALL!ROOF SHEATHING:
<br /> P051TIVE DRAIN F W�W $y #4 GONT.HORZ.TOP APA RATEV SHEATING 24/I6 Tnb^ drawn b
<br /> TO SPLASHBLOGK "K II .s,; m U Z gll,
<br /> y
<br /> -d •_-;- e. eh6ele�dby:�N/RJ
<br /> OR APPROVED . Q STUB UP 0 45"O.G. FOOTING FOR
<br /> DRAINAGE In — .2:1 MAX. - o 'am 'HOOK EXTENDED = 6"YNALL-6"XI2"FOOTING
<br /> 6 MIL BLACK'VISQIIEEN' SLOPE III III— HALL Ib"BELOW 6,12 DE
<br /> VAPOR BARRIER INSULATE - =III=III #4 STEEL-4b"o.G.VERT. TYPICAL
<br /> UNDERE�iRMpIIN. II I 12' O.G.HORIZ. NALL
<br /> 2-#4 CONT• e c CONT.IN FOOTING = H" WALL-7"XI6"FOOTING SECTIONS
<br /> ALL FOOTINGS TO BEAR ON #4 STUB UP SEE 3"MIN. SEE FDN,PLAN ` ` Q 18"BELOW GRADE
<br /> FIRM UNDISTURBED SOIL 51-HEDUL=FOR CLEAR FOR PAD 512E a 4 STEEL-45"—VE P-T.
<br /> SPACING 10"O.G.HORIZ. G-
<br /> 4'0 PERF.FOOTING DRAIN TILE TYPICAL THIS STAMPED PLAN 15 SITE SPECIFIC AND 15 TO BE USED FOR
<br /> W/CLOTH COVER d GRANULAR TYP I GAL WALL SECTIONS ONE 517E ONLY. BASIC PERMITS FOR MULTIPLE 51TE5 W ARE NOT =10" ALL-8"XI8"FOOTING
<br /> COVER AS REOV,BY SOIL COND. AL ONED WITH THIS STAMPED PLAN WITHOUT ATTACHED 24"BELOW GRADE
<br /> W2ITTEN PERMISSION OF THE ARCHITECT OF RECORD. #4 STEEL-4b"o.G.VERT.
<br /> 5"O.G.HORIZ.
<br />
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