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METHOD CS-PF--CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION a
<br /> • o
<br /> I'M5COMWe5lMNflAL ENERGY COM PLAN GENERAL NOfE5 TABLERe02.3(1)
<br /> FASTENING SCHEDULE }
<br /> EXTENTOF HEADERWITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS) ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER(8,b,c) SPACING OF FASTENERS m
<br /> I,CON5TUTION 5HAL1,COMPLY WITH 2O18 WA HIWON 5fATE ENERGY CODE, RooF
<br /> EXTENT OF HEADER WITH SINGLE PORTAL FRAME ea Sox(x W 2,CLIMATE xa„s•)a
<br /> nW belw,mmq Jfareram Wxa.+9,7;a
<br /> ZONE D&C m m wd+ i°oa xo.,mv°r «w
<br /> 3,PROVIDE GENERAL IN5UI-AT1QN,PER PRESCRIPTIVE ENERGY CODE MQUEEMENTS,Af WARM 141A,L5, V-18'FINISHED WIDTH OF OFENING as_31-new
<br /> a-ea wbmm�WIi°.o ia�ix a
<br /> EXTEROR WALI S OP LIVING ANi7�'PGE FLOOR/DASEMI Nr IUNG FOR SINGLE OR DOUBLE 2
<br /> PORTAL, HEADER WITH 6-16D FASTEN KING STUD TO u"" m PP° °tlba •o''x�° P"" rer
<br /> 4.PROVIDE 50M N5LLATION AT PERIMETERS OF ALL INTERIOR ROOMS SINKERS. srxo.+ar n.la
<br /> war sawn 4fee batrrxo.l
<br /> S,FROVIDEGUT5IDEWRATGASAPFLIANGELOCA11GN5, TENSION STRAP PER LelhgJgrbak dWW mPadw r.U,lpw
<br /> s («a5x 002.53,drwdPB0252) }1°0:a;0,8+'wb°'�'« F—A
<br /> 6,PROVIDE UNt fANKLE55 WATER HMSIZ(owner option)OR TANK WATER HEATER WWH 51E5MIC --- OPPOSIITTE SIDE oF(ON (e H
<br /> PONY WALL it II 4 TebM1RB0a6.x faaw
<br /> WKING ANCHOR5&PRESSURE el VALVE W ld RELEASE TO EXTERIOR,re55LM fANK AND HEI HT I SHEATHING) wkdanee02a2 ad rdde W02.527
<br /> MMOWFMW/DRAINTOEXTERIOR,HWNGELEMENT5TODELOCATW+16INCHAPF,IN%ALLAN BRACED WALL LINE GawmaRa,f walx"w2oa.mawm 4.,°ab«(sxo.,xa7;a
<br /> a; _ - - - --- --�I 5 310a„mmon(9^x0.148'ka F-.1 rod,rafts
<br /> :�;�°, -- ------- -----fl----DDt-------- n CONTINUOUSLY agar, arxoesr rely
<br /> INCOMPM55ADLE R-10 IN51A¶ON PAP UNMR WATER I•EATER IF ELECTRIC AND LOCATEf7IN AN STEEL HEADER PROHIBITED i i i SHEATHED WIT
<br /> WOOD s,aeem n.r RWxo.,ae1«
<br /> LINCONDII0NED5PAfE,WRAPWATERNEATERW/INSULATION DIANKEf, e0e ° IFa"SPACER IS USED,PLACE ON BACK-SIDE OF ii STRUCTURAL PANELS b krawbamdq. s,aaioa �i„(S^�ok4rka 2«re6amauwadlanarm
<br /> ° II IF NEEDED,PANEL SPLICE EDGES °° 4-a^xo urrer 4+anr,ded„J,nPmamuw
<br /> 1,IN%LATE HOf WATER LW5 w/R-3 EXCEPT WHEN PA551N6 THOU 5TW5/J015T OR 5TRI CTLMPL W - " SHALL OCCUR OVER AND BE
<br /> 4•i 8D COMMON OR GALVANIZED BOX " 4,ae arerla%•vo.,aP1a
<br /> MEM[jERS :dl NAILED TO COMMON BLOCKING a,oam mo n. R%xo,4e a «al z
<br /> •M I° NAILS IN 3"GRID PATTERN AS SHOWN I " WITHIN THE MIDDLE 24"OF rafrehwrmrida..dlwmNPalmnaarrdfam w�e,xosfxo.+xek«
<br /> 6,WW EXHAU5f I'AN5,WATER HEATEM,DRYER AND F04AC TO EXTERIOR, ¢3 :i:ii HEADER TO JACK-STUD STRAP PER i i PORTAL-LEG HEIGHT.ONE ROW HEADER
<br /> R WITH ATE TO 7 mham 2^d4 Wa s+eaaar.o.t36h xo.+ar« a
<br /> }_7a '''I °I' TABLE R602.10.6.4 ON BOTH SIDES OF " "
<br /> 9,PROVIDE AND INSTALL 4 INCH INK REINFORCED CONCRETE SI AD OVER 6 MIL D PCK VAPOR DPBtIER 1 : SHEATHING TYPICAL PORTAL FRAME j NAILS AT O.C.iVP. WALL
<br /> .o,s,.�,.xa,Bx k« dared �
<br /> ¢ ,i,l I,I, II ii OF3"O.C.NAILING IS REQUIRED x.,ea„mina nxlwRu
<br /> ROWS OF 16D SINKER e•1:,r
<br /> WITH 12 INCH LAP AT 5EAM5 OVER 2 Wt5 SAND AW 4 INGFE5 COMPACTED 15FAVU,PROVIDE 2 NCIf5 0 � ;i;l hI: OPENING OPPOSITE SIDE OF i i i N EACH PANEL EDGE. Em N �
<br /> RIGID IN5ULA110N AT HEATED SPACE, ''' MIN.DOUBLE 2x4 FRAMING COVERED WITH " l -
<br /> b :ill �:�: II CONSTRUCTION sa mmmw(a u"xa,azI 2,"o<f d
<br /> a•I I'I• MIN.7/ai'THK.WOOD STRUCTURAL PANEL. �I B Sbdm.sd<mE.Ebaad,d r.J,) - -
<br /> 10,FEAT DUCTS OL 1 SIDE 6UN DING THERNAL ENVi LOPE HN L 6E INSU ATED L15 NG R 8 INSU A110N OR :cl :I: MIN.DOUBLE 2z4 POST °a R.o.+za•k"' 16"°<,r rr S j
<br /> SHEATHING WITH BD COMMON OR I I I I xoda+•rer
<br /> R-10 FOR DUcr5LOCAWWTHINCONCMT %AD5ORGR01&VD,AND *IAf5TDUCT55VLLDE :CII GALVANIZED BOX NAILS ATVO.C.INALL ii (KING AND JACK STUD). MIN.'hs"WOOD mboRwxo.,u'k«
<br /> FRAMING(STUDS,BLOCKING AND SILLS)TYP. II II NUMBER OF JACK STUDS a kd m,mdadahm iwudw ekHer„m%wdl sons a•xa,a,•Imla I2"u�f w
<br /> INSULATED TO R-4, Iwl STRUCTURAL PANEL (,tin wwd wdl rrd,7
<br /> PER TABLES R602.7(1)&
<br /> I.EXTERIOR DOOR5%ALL DE WEATHM 5TRIPM19,ENTIRE PERIMETER, i gII: MIN.LENGTH OF PANEL PER TABLE R602.10.5 PE SHEATHING aa„ana aa•xoeer b"n,.f and ��
<br /> 12,FRQMM WNP PAFFLE5 Af ROOF/all, G INiER%Z11QN,MAIWAIN I INCH AIR5PAa, MIN.(2)V-DIA.ANCHOR BOLTS INSTALLED PER 'I " i IO Na yk da(2°mT'n.row x"Pam) atlpe M pAax•x°.+ex b"o<..dyP as �
<br /> :AI
<br /> 13,IN5U,AilON SMALL DE IN5TALLED MHIND PAMON5,IN CORNER5 AND FITTED AROUND WRING AND R403.1.6 wRN r'z z"x�a"PLATE WASHER ae emRw xo.,ar) z'w<..a doe f ai
<br /> ANCHOR BOLTS PER ° ° "° eau bmRx'xo.na
<br /> 4 Tiro n n II cm naa,rm°b,d aM aWxa.,,^k« r req
<br /> 15.IN PERIN 5 I, OPENINGS AROUND INTERIOR P"5H PIPES IN EXTERIOR WPLLS, OVER °n ° SECTION R4o3.1.6
<br /> ° n d i8tl mmmm Rx'xO.,aY) Ib"au.f al N N
<br /> %
<br /> 14.IN5LA110N SHALL(�INSTALLED DENIND 6AiHTUl35AND SHOWERS, - _ I2 rad,mmmgd+, Z �
<br /> +otl box R'xa,axP;a I2"wa,f rer
<br /> ER CONCRETE OR MASONRY BLOCK FOUNDATION s•xo+s,•wl. `)
<br /> b+9a awnm,n rer(a x 9.,exT«
<br /> I6,IN5TALL5NOAcRSANDLAVATORIE5W1TN3gpm FLOWLIMIiEMS. Is oauwmPF.6am a+mbreRwxa,sa^c,r' P�reimaa a ad»(mmm
<br /> ibietl ios9r,a.faar 24"lep,P'm6mthe Wh ,fmdaW
<br /> 19,INTERIOR DOOR5 5HN-L DE UNMR CLr TO&LOW AMO.ATE AIR MOVENENT, xa'x o.,sr ne 1. V
<br /> (2)FRAMING ANCHORS ,ea„mmm Ru•xo.,ar) Ib^oa.f w
<br /> 18,PROVMD MAU5T FAN AfLAUNDRYAND6ATHROOM5,VENTTOEXTERIOR, i APPLIED ACROSS NAIL SOLE PLATE TO 4 oawdmmnld,nffi 6.dJq,cmuekm(w
<br /> pl it lzlz
<br /> WOOD STRUCTURAL NAIL SOLE PLATE TO i' Ili SHEATHING JOINT WITH " ''I' JOIST PER TABLE M,ad wdl P«d) +ae bin(awxceaaT;,r I2',a fn req
<br /> 0' PANELSHEATHING JOIST PER TABLE II 3'xa.i91'wM1
<br /> pi A CAPACITY OF 670 LB5. I I la• R602.3.(3) V
<br /> PAKONE' 01 TO TOP OF BAND OR R602.3(1) ili i IN THE HORIZONTALAND " i:': Ddwpmmyn ink bad audn(a,E a'+%d�RWxoe9aT;or 5,ilb^nahmreu
<br /> °l RIM JOIST °I. I5 bad xa7 wail x.+aa as.aisi ntl4°Yk« b'wa�,Keryili
<br /> WHOLE HOUSE VENTILATION: _ _ VERTICAL DIRECTIONS6"or
<br /> Ota bins Wxe.i19'«
<br /> A.USE OPTION"A",PMSN AdR SHALL DE CIRQI-ATED 1111UZING 1NE FORt�D NR FIIaJPCE ateaeaxRwµ o.,ae�i
<br /> INCONJUNCTION WITH A WHOLE HOU5E PAN,THE PLENACE 5Y5TEM SHALL INCLUDE A PM5i AIR INTAKE -0e anmamrs•a.,aiti a r req
<br /> Ib Tw,rWa,adq,mgw 4a'xo.or nags
<br /> DUCT AND MOM.R,1 E GLOWER 5WV L DE ACiIVATED 6Y A TIMER TO CIRCULATE AIR FOR A TOTAL OF 8 �a�mnR W a'w{ry« Z M
<br /> HOLR5MR24 HOW MRIOD, WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND ORRIM s,oamx(aWaxoixeT;or r O
<br /> P.THE WHOLE HOLM EXHAUST PAN 5 ALL DE INSTALLED AND CONTR=MA TIMEM`�f fO O'ERAiE A APPROVED BAND oft RIM JOIST JOIST sa•xo.ar naM1 rn
<br /> MIN.OF 8 HOLES IN A 24 HOLE PERIOD,THE FAN 510 5HA 1,DE RATED AT 160 CFM FOR A TWO s,m wx(rxa.,a:ar
<br /> OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION n rw P6mw.6n,taa,ad garw,mm, a,M«mmenRx•xoaerka Pa,d g
<br /> as'xo.,ar n.lu ZZ
<br /> DEDROOM HOME (WHEN PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST)
<br /> C. KITCHEN EXHAU5f PAN MING USED A5 MOLE HOUI5E PAN,PROVIDE AND INSTALL 150 CFM FAN PER 3 B 1 boom a aq.dd,m 3Biioaba°axI(.aidei'o°' Prarel ��
<br /> MOZOOM OPTION A a p—a o
<br /> Saabs RWxo.++rka
<br /> D,FROVMM12IWALLA51WLIEWratHOU%FAN MATI5CONTROLLEDDYAiiMM%fTOOPMATE w I,,e,w.uma.6. a4arema2Wxo.v,T;« F.-,ao
<br /> x-,oeeaW alsrk«
<br /> II " 'I ATTACH SHEATHING TO II NAIL SOLE PLATE TO saM1PM1n+'mmm,,eaa.,w Tam
<br /> A MINIMUM O BHOUIZSFERPAY. :wl WOOD STRUCTURAL NAIL SOLE PLATE TO jj j BAND OR RIM JOIST " 1DIST PER TABLE aeawa%'uo.,+aka
<br /> E,I`M5i AIR SHALL DE 5UPM ED DY WALL OR WNDOIN VENT PORr51N EACH DEDROOM,KITCHEN,LIVING ,�i i i PANELSHEATHING JOIST PER TABLE i WITH 8D COMMON i i y. R602.3.(1) s-ae °.,sr«
<br /> ROOM AND OfYER NADTADLE iPAI.ES, .GI " TO TOP OF BAND OR R602.31Top
<br /> a°10°v(�xo.ta�;br
<br /> () II II NAILS AT 3"O.C.TOP
<br /> :':' RIM JOIST II AND BOTTOM '�: "aB"ad w,dw,wrtJ,am.mi,bmap aawi.• amm,,ea4,,x'Iam P=ww
<br /> .__ _ ..4
<br /> ._... __ ... .. vneawn r xr
<br /> PART TWO: °°i ce emRg a a°79im r p
<br /> IN51AIlONAN19WiNDOW5 FLOOR LOOR,raam,,ew..( lam
<br /> UTILIZE OPTION 2 PER W%G-fW 6-1 WOOD STRUCTURAL PANEL SIHEATHING mmm OVER aWxo.,18'},a
<br /> WALLS 2X6 G0N5TRLC ON APPROVED BAND OR RIM JOIST APPROVED BAND OR RIM 21 w4m,A aad,M1mxnaa sae axx Wxa.,arl;or r retl
<br /> JOIST s,ae box(rxo.,ar)«
<br /> GLAZING- 25%P1,099 MA ab•,a+ar nd's Gr-hNY 14 FItJ
<br /> UPAGTOR-U-,30,DOICyEPANE
<br /> OVER RAISED WOOD FLOOR OVERLAP OPTION
<br /> xaa6.dgawwm,uamPv.(„ waemm°nRWxa,a,•k« ^9_
<br /> (WHEN PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) 12ppea 40 1.bma'xa.ixlT;er b"o<�m,,W
<br /> CEILINGS-R-49 DAff IN IN5ULATION ALLOWED OR R 38 DENSE DAf1 INSLL,W/A7VANCED FRAMING a•xo.,srwr
<br /> WALL5-R-21 DAff N5U-Af10N ALLOWED- (USE R-21 DENSE PATf/M-10 a Headers) FRONT ELEVATION SECTION
<br /> 25 aeaNa v.aiiry«
<br /> PLOOR5-R-30 DATT IN5LLAVON AUWOWED'a FRAMED FLOOR5-0611910-21 MOWER @ 5,AP ON I",b"M as 4ame,d q4 F.n reA
<br /> a4oeery P'xo.,xe'k«
<br /> FOR 51:1INCH•25.4 mm,1 foot=304.88 min xm.PM1a 1•awm,,a pa,,wrong
<br /> 24 211,bfi.mJ bagwr bletl bmlRu'x0.,ark« Dlnd ed fsareq
<br /> a,aamm t.W.o.18i
<br /> 2018WA51IN6fON%ASE NERGYCOMMQUIeMENf5 PokfkFMIN6 25 2"d.w(d+labm-6asmD s+aebaaw.a,sak« Axabaaf ar
<br /> a,ee a,nmonR%•xo.,arl
<br /> a,atl,ommm R u•x o.,ray or
<br /> SEC,4015 POSTENERGYCODE COMPLIANCE CERTIFICATE WITHIN 3 FEETOF ELECTRICPL PANEL OR SPACE kPLEi NONE 4,mbn.R•xo.,sary;°,
<br /> Wi a PLRNACE IS LOCATED, w p dmwklsm q 4 r"14'a.,w9....k:amm
<br /> %C,402,4,2 FROMM POOR MOWERTE5TMFIDAVIrOY FINAL%J1,12INGIN5MCTION, .x0.,a,Ia � sa— •w.+
<br /> 5EC,403,1,1 PROVIDE(1)TWM05fAf FOR EACH ItAIING&COXNG 5Y5TEM&A MIN,OF I
<br /> ,oe b«R'xo.,m•k« 24"oc.fawwsmp adWaan
<br /> PR06RAMMADLETHERM05TATMRIMLON6LNIT, BRACING METHODS 21 Ar ,aw,adbm,.2-wAww.mro a'xatm^naM1 am mroP d
<br /> 5EC,40355 FROVMPUCf%&INGAPFIDAVITPYPINAL N5PECION, — a
<br /> 5EC,404,1 AMINIMUM OF 90%OF fIf IMMOGR UGHM6 SHALL DE OP HIGH EFFICIENCY axoaaanmenH
<br /> METHODS,MATERIAL MINIMUM FIGURE CONNECTION CRITERIA' a,oaw R(4-xa,eal:
<br /> .,aT;a rm,reu m6 es.an
<br /> THICKNESS asxo.+sr ndM1
<br /> FASTENERS SPACING 41etl b,x(8 wx4.iaen;or
<br /> 1,Nmanmon R W xa.fex�;a
<br /> 7B L.dta,mlP w4wmgWtaaralN, 4,etl mxla'xe.laT;ar ked,Jwkm rds,f al
<br /> DRTERVENf;20181RCMI502,45LENGTHINDENi1FICA110NNMEF�ThEEXHAUSTDLCfISCONCEALED Nellsorscrews per Table R602.3(1) For all braced wall panel' ♦.rxe.urar
<br /> IMTHINThEDUILDINGCONSTRUC10N, NEEQLNVPLENfLENGTHOPTI EXHAUSrDUCTS�dL6EIDENi1FIED GB " �� fora(Serlorlocations Iocatlons:7"edges 2P oohs a%ma a+ma°(ax^xalxe'k«ama°am Cxhmi..I
<br /> ON A FERAN%f LAML ORTA6,THE LAM OR TAG 5{PLL DE LOCATED WITHIN 6 Ff GP Ift EXHAU5f DLCf y Gypsum Board Neils or screws per Table R702.3.5 (including top and bottom pwxa,ar;axaxa,a+ar
<br /> "gl for Interior locations plates)7"field SPACING OF FASTENERS
<br /> CONNECTION, ga ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER(a,b,o) Inlemredrle
<br /> HPS 7/16"for.maximum 0.092"dla.,0.22S"ala.head nalls Edges(Inches)0) gupporr,ce
<br /> Hardboard with length to accommodate 1'✓a" 4"edges B"Fleltl (Inches)
<br /> WHOLE HOU%FAN:2018 IRC M 150"/3,2 LAML 5&I,It AFFIXED TO lE CONTROL THAT MA05 panel s ding 16"stud spacing length
<br /> t ac Into studs
<br /> Wood shOural enele,subflof and lrftrW wall sheathing to fram and dldeboerd waft Sheathing Io taming
<br /> 'VHW HOUSE VENTILATION(5EE OPMAtiNG IN5TRLCilON5)", f gee wo roTable Re02.3(3)for wood structural pens ex«or W.ing pa
<br /> I sheathing to BW wall flamrlg)
<br /> MM HOU5E FANCALCIMON FOR'5 X ROOMS; s/s„-v2" M a renixa• ia,T w(amk d 2(D
<br /> 16EDROOM 45 CFM COJIINUOU5 OPERATION OR 90 CFM 12 HOURS PER DAY OPERATION A tern A atebraced wall 3/8" See Section R602.10.6.1 See Section R602.10.6.1 so x°....a RN so, e•xo. rell
<br /> 2-3 DEDROOM5 60 CFM CONi1NUOL5 OPERATION OR 120 CPM 12 HOLE5 MR DAY CKRAfION 1 1 sl Ie/52"-I" arias a112 v"a"x a„s°I noel l w e I2(0
<br /> 4.5 DEDROOM5 95 CFM CON11NUOU5 OPERATION OF ISO CFM 12 HOUp5 PER DAY OPERATION, g per a mina is•x n.,,a•i reu:« b 12
<br /> Exterior sheathing r a%•xn,arl am,m,.e nai
<br /> 6"edges 12"field
<br /> CS-W$P Table R602.3(3) OTHER WALL SHEATHING(g)
<br /> Continuously sheathed SA" Interior sheathing per 1wgsNmaw,m,n"e n,u.n,e•hree aM1ma«,w 1W 5 6
<br /> wood structural panel Vanes by fastener 55 g"'bwhrd aluaeflWdmddaed+nq Imm,9 px.•wale win,•,rrmmm
<br /> Table R602.3(1)or R602.3(2) %rr o++,nuna°°nne au,me•n..e m.mwn a,%•
<br /> 54 m/n"Gwued al6ax nhnbwde6eaUrq gna,6 a".earM1 wlU]na'«t'arovm 5 b
<br /> CS-G(b,c) gmmaa roMry ngi;,M1pl.a.,a
<br /> TABLER602.33) CominuouslYaheethed 3Aw See MethodCS•WSP See Method CSWSP e5 x"gPxmdwbq(d) ,yInno1,^na«arY.
<br /> ( wood se ue unl penal r'sgw wain wren;,mq,amml
<br /> REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES(a,b,c) adjacamto Nrepopenings x we'aPa ,a, (a) iaro•Imm:,Are".am .ryr.wma
<br /> MINIMUM WOOD MINIMUM MAXIMUM WIND SPEED WoodDenials.c0 Inetlan subncor Woods art to rraml
<br /> MINIMUM NAIL STUDS SPACING
<br /> PANEL NAIL SPACING ra.mmaa Rxo. wee
<br /> STRUCTURAL NOMINAL STUDSPACING (mph) CS-PF a/4"'"'°" dd=111.1 9,7ndi b Iz
<br /> SW Penetration PANEL SPAN PANELTHICKNESS Inches EDGES FIELD n eK exposure o Cominuousl sheathed 7/16" See Section R602.10.6.4 See Section R602.10.6.4 yg 7/e„-I^ ee amm,n ayxaes,^7 nei;a b I2
<br /> (Inches) RATING Inches ( 1 (Inches o.c.) Inches o.c.) B C D Portal nine bCetlmm,ER§•x 120)res
<br /> 6d Common ,aa«mmon R'xo.,4r)n.n;,r
<br /> 1.5 24/0 3/8 16 6 12 140 135 110 'W I4/e°-I-V R' sa axmm.a(x5•xo.,xr)wl b 12
<br /> (2.0"x0.113") 33'a"Iongz0.12"dla. - - - -
<br /> SdCommon 36 6 12 170 140 135 (for V,thieksheathing) PaR,lnd,-254 mn,ifab.5048 me,ImYe arbu•O.Mi m/nlrni-bae5 NY,,
<br /> (2s"x0.132") 1.75 24/16 7/16 24 6 12 140 111S 110 CS-SFB id) V'ora%2"for 1s/i'Iong x 0.12"dia.
<br /> h nN.1,.,,ma;,-m,n,u.ad,rmad,I,.wmawwlw-.a>µla,re.d.N,r,m.dr��ml�,a,In.d,ova..xw,,,rIII,..amnlnmaaagbmda,ywd,o-a<µ+„,ea„1
<br /> FORSi:3 INCH=25.4 mm,1MILE PER HOUR•0.447 m/s Continuoulbs eathed maximum 16" (for'%j'thick sheathing) 3"edges 6"fleld Soto ra,l,ak drar«dol4z nm(zod a,mmao,90 kw r>,Ias.daamal.mrrra oJ42 ah bs.armrw,0in rh,d loo k,If,lakdwamr.d0142 w,..
<br /> structural fiberboard stud spacing galvanized roofing nails or 6.5ta4,s:Ib a�v woe rd M.n,mnmm v/Ib,d,md„mmr ownw,dd,. r- SHEET NLIM(iER
<br /> a,Panel 5treho axis parallel o supports. p 5p ad common %I I��H �✓�r7
<br /> p perpendicular Thee-INpltimodsheathkgwftllsblds acedm°retha116irehezoncer)ter aN,i„wlw,P.adm.,rr.,arewaenra,ova„made �-TI
<br /> shall be applied with panel strength ails pegxdtdkua-toe supports. 1234°Iongz0.131"dla.)nalis d.r°.-Tint br e-rmcw4+ar.Lye-rror.Pmd,>Fdl b",°dnd wn�w„ FOR ,r,N-. t�p;-..
<br /> FOR S1:11NCH-2S.4 mm,1 foot-305mm,1 degree-00275 no, pound per square foot•47.8 N/ma,1 MILE PER HOUR-OA47 m/e e.5a,cnn dr,d,ww mEmaned n du,m616 eV W hued m tad.R602e(2)
<br /> b,faHe is based on wind pressures acting toward and away from 6uildirq surfaces per Section R,301,2, Lateral 6racirg requirements 5'rail r.rawrel,aw,.a Pawl , dWa au,end rmrr,„npnadm m adammr wwe„town„rwNdo,.drid— srb,wA.b a roe m
<br /> a,Adheslye Atachment of wall sheathing,Indudnq Method CO,shall not be permitted In 5sl5mic Design Catc4xles,D(0),D(1)and wia,u,derv.,d",anwl d_J a 6aam ISonP,ad"116,w,—4 woe,minds wla,Ih,dw,m a,wlm ww me,d n mo abaamta da6m mr 140mh.
<br /> belnaccordacewlth5ectia1R602,10, ,,crw,m.ww,u,lw�dl"„r..mmwm,cl5�.d,�alb,1,melee"=�daawd,cn255.vwWae,W.u,m,wa°mr mnsrrnc2os.
<br /> c,Wood Structural pa)els with span ratirgs of Wall-16 or WAI-24 shall be eed as a)alternate to panels with a 241 O a)retlrq. D(2), h, w,de,>(e„ersmna„Ww»u,,.a,a,,,,,,+w,w,,,,Iwd,,,,wremdty n.,a,,a,4ax.,drew.n,awe m.,deA«Pmrar a,d..s xmdr a,aam,ard,rea,a A 6
<br /> �' p � b, Ies to awls rleitt to door I when le end wall ar roof load ad,Slall onl be used an ate wall of the ra,l,dz..wlu.mrwnl eam„„aw.md byr ammW"are r,wmd u,ir4.erkm,rr«fa Aa dndl,m4 w6 wdww P,maddamr,r m,ambma.d roeb,aa6,d.
<br /> Plywood 5idhq rated 16 o,c,a-24 ox,shall 6e permitted as an elterriate to peels w6 a 24/16 span rating, Wall-16 ad Plywood sidnq P M ),r f co er y y q,r a l d u a sins„d 1,rod,n P rlw r,wl W mr d 6 o.aw re W aw Ha w.
<br /> In Seismic Design Categalas 0(0),D(I)and D(2),roof'codernq dead load may rat azcaed b psf„ ,.woe,,,r.ns 1,r,"maa m,,,a,.�d Pa,ud c,ulmpw m aw..awre wkh u,u wind(,,awdw wan re6mm„ww arw r.a.adm,re6ranan aiaJggmmp d4,n
<br /> 6 o,c,shall be used with studs spaced a maximum of 16 inches m center, c,Gov age openlrgs adjacerk to a mebvd C5-6 panel shall be provided with a header h accordance with Table R502,5(1) A full won,
<br /> des oPdhJhq shall not be pormtted adjacent to a Method C5-6 paid, J rs s-oi d,w,ron,u,re elm swd.a.i m,m,m m,apecllkefwaw n esrm rlbb7.
<br /> d,MAW C5.5PD does not apply in Seismic Desgn Categories D(0),D(U and 19(2),
<br /> a Meted applies to detached me-and two-family dwetiv in Seismic Desgn Categories 1)(0)t11ro,+17(2)cnlq
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