|
<br />~ 1'1
<br />
<br />~
<br />
<br />REVISIONS BY
<br />
<br />
<br />, '
<br />
<br />DRIP ED~ AT RAKE: APFL Y
<br />ove~ UNDEfij.A"111ENT
<br />
<br />UNDe~AYMeNT: 15.Le AePHALT-&ATUAATED
<br />FELT CONFORMING TO AeTM D 226 rrpe lOR
<br />D 4e6~ rrPE I LAPPED 2" AND FAeTENEO
<br />FER MFR'e F~INTeD IHeTRUCTIONe
<br />
<br />
<br />ALL ENe J01NTe
<br />OCCUR OYER
<br />FRAMING MeMee~
<br />
<br />6l.0CKIN<S f 41 O.C. IN
<br />FIReTTWO $PACee IN
<br />~AeLE ENDS ONLY
<br />
<br />! ~~ hOCAT'OOSl
<br />, ,
<br />
<br />. -~~~~~ SHAll. BE ~SOERm SPECCflC HAZARDOUS LOCAl1ONS fOR mE
<br />iI"
<br />; . 1. (1,~ IN ~GlNQ DOORS AN) AXED AHa SUOfHG PANE1.S OF SUDtN4 (PAm) ooaf'~.
<br />; 2. ~NG IN DO~S AND WAllS OF ENQ..()SURES fOR HOT ~ 'WH~DftN.' ~' " .
<br />I ~1lilt8s. SHO'tlERS ~D OMR SUai FAaU1WS VltQE SJaf ~~, Jif~ ~~
<br />; ~WEASURm HORIZOHlAU. Y. ~ It STAtCNQ 'OR \IMU<WO SlJAF'ACI:.mM' mE. ENClmdk4mm
<br />! ~ncAlLY, ~~ m :AN~~CUW~ THAN 6() lNaU (1524mrn), WEASURED
<br />
<br />"" ,
<br />
<br />I J. ~NG IN AN lNlXWXJAl. fl)(fJ) OR OPERA8LE PAle. ADJAa:NT TO A ~ VfiERE lliE NEAREST
<br />. i =Al~JS~%~l804-!NQiINI'U C610t.mp) AADt) ~8S CK m:: DOOR IN A a.osm P05l11ON AN) ~OSE'
<br />I ' "f'lE!S (t-.'T rnm "OVE WE FtOOR M WAlJ(ING SURfACE.
<br />, ~nm; GlAZING IN WAllS PUPfHDlQ)l..AA 10 llE PlANE ~ lHE DOeR IN A a.OSED POSll1ON H '
<br />. ~ OR YltTHN OViO.lJHo UNllS .. GRQJp R2 SHAU.. SE SUB.ECT TO 2405.2.1(4) I .
<br />
<br />: 4. ~~ 1~\m"fA~..lr ~ WM:~ lHOSE l.OCAl1ON OESCRlea> IN I~S : ,
<br />, ..:2 ~~~~~"1451~rr= ~~.84m2).
<br />t:~ ~m~.A'm*iJN.~~(A~zanAU.Y Of' THE PLANE OF
<br />
<br />
<br />G1.ue o~INULee Al.ONG AAKE TO
<br />: UND=~A~NT AND TO EAC~
<br />OTHe~ wi A 4" UJIOTI-t OF A~P~AL T
<br />~LA~TIC ~OOF CEMENT
<br />
<br />lIS. NtN
<br />. COVER
<br />
<br />Il~ eAR wi &TD ~'1-lO(X
<br />EMeEDOED 6" INTO ToP LINT!L
<br />eL.0CX, LAP eFt./C! 2~"
<br />
<br />~IP END
<br />
<br />A~fI4AL T ~1Nc:;LEe TO HAve *LF-
<br />eEA1.ING ADHESIve eTRJP& OR eE
<br />INTe~OCKI~, CONFcm1lNG TO ASTM D
<br />22& OR D ~462 FASTENEP wi ~ FAeTENERe
<br />FeR el~p, ALl. FAeTeNe~ t1tl&T at:
<br />COve~D 6'( e~(NGl..e OV1i:~AP
<br />
<br />FAereNE~: uee GALv.ANIZED ROOFING NAIL5 wi
<br />MIN, 12 ~AUGe (.I~") ~ANK wI MIN. 3/8" PIA l4!AD,
<br />wi WFFfCIENT l.eN6T~ TO PENETRATE T~~~ ALL.
<br />ROOFING MATe~IA1.~ AND A MINIMUM OF 3/411 INTO
<br />Tl-ia ROOF eHEATHI~ O~ THfi(OlkiH THe ~ATHING.
<br />
<br />~INULe eTARTER C~: mlM OFF TABS bU TO 1" FROM F~ONT
<br />
<br />DRIP ED~e. AT EAve: AFPL Y
<br />UNDER UND~~LA YMENT
<br />
<br />115 eAR YERTlCAl REN=.
<br />IN ~ ceu.
<br />
<br />.~ FOOTIHci DOlE!. La! &TD ~.
<br />!-lOOK El1eEDDED 6- MlN IN FOOTI~
<br />(5. HN IN a. TI-I< FCOtlt-tiJ AND Wlll-4
<br />25" LAP L~T~ AeOYe &LAB
<br />
<br />DRIP E~ AT RAJ<:$ APFt.. y
<br />OYER ~~~AYMENT
<br />
<br />GAeLE END
<br />f:{~~}{l ed COMMON ~ (,11 O,C. EDGE . FIELD .,. 8d ~ING 61-lANK NAILe , 4" OC. , GAeLE END ~ a~LE TFaJSe
<br />D ad COMMON S 6'1 o.c. EDGe AND 1211 o_c. FIELD
<br />
<br />5. AU. GlAZING 1M RAlJNGS REGARClESS or AAEA OR HEIGHT MOW: A WAUOHG SURFACE~aJJOING
<br />STRUCltlRAL BAl.JJSTER PANELS AHD NOHsmuC'1\JRAL IN-FlU.. PANELS.
<br />8. CUZlNC IN WAU.S A)ll) FtNCES ENCl~G INDOOR AND OUTDOOR SWIAIt(G POOlS AND SPAS ".HERE
<br />1HE ~~Rf~ EOOt (I THE Q.AZlNQ IS: en lESp",lHM eo INCHES (1525mm) Aa<M: 1HE
<br />~ Mm) HMtz~Jri ~~&~~i ~ 'tHE GlAlI~ IS Vt1lflM eo ~aiES
<br />TO SlHClE GtA2INC AND AU. PANES IN Wlt.l'IPti <U.lINO. POOlOR SPA. ms SHAll ,.pPlY
<br />
<br />. "". .. ..~ '1;;.. ~ ...~ '..~. .~."
<br />
<br />D~IP Et>GE TO ~AvE 211 OYEFCLAP,
<br />FASTENeD @ 1211 O.C., eXTENO 1/4"
<br />eELOW 1;I4EATHING AND eXTENp 2"
<br />MINIMUM BACK ONTO ~00l=
<br />
<br />, -, '.. ,,,p.-,, FOOTINCi
<br />
<br />VS_TICAI- J;;!SINFOt=iCSMflNT CElT AfL.&
<br />
<br />~ ~ ~. 1f'" \~. ! ' .....
<br />112' II I'.ct'
<br />
<br />ROOf t?IAPHR.AUM N,AJ~INu SCHeI?LLt:=
<br />NO SCALE
<br />
<br />, .
<br />
<br />~'- 1 :..~
<br />
<br />REQUIRED SAFETY GLAziNG IN ~AzAROOUS LOCATIONS
<br />...............""...." ......., -.1 "".....)'I.~~'.rr#.,''''lI .' _"," "it ~ .~
<br />
<br />Fee 2406.2
<br />
<br />APfl..ICAflON Of ASr'HAJ.., f 5HINC1L.~5
<br />12" MFH MINIMUMUJIND ~&ISTANCE RATING ~QUI~!D.
<br />INeTALL eHlNale5 IN ACCO~ANCe WITH THle DeTJ~ll..
<br />AND THE MANUFACTURER1e ~INTED INeT~CTION~~.
<br />(~F 2~~1 Fee 6EC. 1501)
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<br />
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<br />
<br /> TA8LE 1801.2C
<br /> ROOF OVERHANG COMPONENT AND ClADOtNO DESIGN 'MNO PRESSURES
<br /> FOR A BUILO(NQ W1TH MEAN ROOF HEIGHT OF 30 FlET LOCATED IN
<br /> EXPOSURE B (pet)
<br /> Satlo WInd SpHd v (mph - 3 ucond QUtt)
<br />] EffKtlv.
<br /> Wind
<br /> Area 120 130 140 150
<br />Zone (ft%) 90 100 110
<br />9lO10'
<br /> Roof -25,9 -31,4 -37.3 .43.8 -50.8 -58.3
<br /> -21,0
<br /> 2 20 -20.8 -25.5 -30.8 .36.7 .43.0 -49.9 -57.3
<br /> 2 100 -19.8 -24.4 -29,S .3$,1 .41.2 -41.8 ,-54,9
<br /> 3 10 -34,$ -42.7 -51.8 -61,5 -72.1 -83,7 .96,0
<br /> 3 20 -21,1 -33.5 -40.5 .43.3 -56.6 -65,7 .75,4
<br /> 3 100 -10,0 -12.2 -14.8 .17,8 -20.6 -23.9 -27,4
<br /> Roof Nt -48,3 -65.7 -15.5
<br /> -33,5 -40,6
<br /> 2 -33.5 -40,6 -43,3 -65.7 .75.5
<br /> 2 .j3.5 -40.8 .43,3 -&5.1 .15,5
<br /> 3 -56,4 .68,3 -81.2 .110,8 -126,9
<br /> 3 -50.0 -60.5 .72.0 -98.0 .112_5
<br /> 3 . ,7 - 8,
<br />] Roof ees -43.9 -51.5 -59,8 -68,6
<br /> -Z4,7 -30.5 -36.9
<br /> 2 20 .24.0 -29.6 -35.8 -42.6 -50,0 .53.0 .68.5
<br /> 2 100 -22.2 -21,4 -33.2 -39.5 -48.4 -53.8 -61.7
<br /> 3 10 -24,7 -30.5 -36.9 043,9 -51.5 -59.8 -68.6
<br /> 3 20 .24,0 -29,8 -35.8 -42.6 -50,0 -58.0 -68,5
<br /> 3 100 .22.2 .27,4 .33.2 -39,5 -48.4 -53.8 ,61,1
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<br />. F<>r SI: I p$f = 41.88 N/m2. I ft2 = 0.0929 m1. 1 mph = 0.441 mls. .' .
<br />: Noto: For etrectlve areas between tbo~ siven abo\!Cl the load may be Inte~latod. olhelWlsc use the load may be mterpolated. othtlWlsc use the load associ.
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<br />ated with the lower effective ar~.
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<br />
<br />TABLE 1606.28
<br />COMPONENT ANO CLADDtNG WlND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT
<br />OF 30 FEET LOCATED IN EXPOSURE B (psf)
<br />
<br />For SI; I \legrt.. '" 0,01745 rad,
<br />
<br /> EffeetJv.
<br /> wtnd 8ulo WInd Speed V (mph - 3 s.tCOnd gU$t)
<br /> atU
<br />zOM* (1\2) 85 80 11)0 110 120 130 140 150
<br />Roof Angle> 0-10 degrees
<br />1 10,0 10.0 -13,0 10,0 -14,$ 10"0 -18,0 10.0 -21.8 10,5 .25,9 12,. -30.4 14,3 -35.3 18,5 -40,5
<br />1 20,0 10,1) -12.7 10,0 -14.2 10.0 .17.5 10,0 -21.2 10,0 -252 11,$ -2U 13.4 -34.4 15.4 .39.4
<br />1 60,0 10,0 .12.2 10,0 -13.7 10.0 .16,9 10.0 .20,5 10.0 -24.4 10,6 -28.6 12.3 .33.2 14,1 -38,1
<br />1 100.0 10.0 .11.9 10,0 -13:3 10.0 .16.5 10,0 .19,8 10.0 .23.7 10.0 -27,$ 11.4 -32,3 13.0 '37,0
<br />2 10,0 10.0 -21.8 10.0 .24,4 10.0 .30,2 10.0 -3$.5 10.5 -43,5 12.4 '51.0 14,3 -59,2 18,5 ,61,9
<br />2 20."0 10.0 .19,5 10.0 -21.$ 10.0 -27,0 10,1) -32.6 10.0 -38,8 11.6 -45,$ 13_4 -52.9 15.4 ,60.7
<br />2 50,0 10,0 -16,4 10,0 -18.4 10.0 -22,7 10,0 .27,5 10.0 -32,7 10,$ .38,4 12,3 ,44,5 14,1 -51.1
<br />2 100.0 1 0,1) .14.1 10.0 .15.8 10.0 -19,5 10,0 -2a.1 10.0 ~,O 11.4 -382 11,4 ~U 13,0 .43,9
<br />3 10.0 10.0 ~2.8 10,0 ~U 10,0 -45.4 10.0 -55,0 10,5 -65.4 12.4 ,78.8 14.3 -89.0 165 .102,2
<br />3 20.0 10.0 -272 10,0 -30.5 10,0 ~7,6 10.0 .45,5 10,0 -64.2 11.6 -63.8 13,4 ,73,$ 15.4 -84.7 :
<br />3 50.0 10.0 .19.7 10.0 -22,1 10.0 -27,3 10,0 -33,1 10,0 -39.3 10.6 -482 12.3 -53,5 14,1 ,61.5
<br />3 100,0 10.0 .14.1 10.0 -15.8 10.0 .19.5 10,0 -23.8 10.0 .28.1 10.0 -33.0 11.4 .382 13.0 -43,9
<br />RoofA!'Il e > 10-30 ckIg~
<br />1 10_0 10.0 .11,9 10,0 .13.3 10.4 -16,5 12,5 .19.$ 14,$ '23.7 17,5 -27.8 20,3 '32.3 233 -37"0
<br />1 20.0 10.0 .11.8 10.0 -13.0 10.0 .16.0 11.4 .19.4 13,$ '23,0 16,0 '27,0 18.5 ~1.4 21,3 -$&,0
<br />1 50.0 10,0 .11,1 10.0 .12,5 10,0 .15,4 10.0 -18,$ 11.9 '22.2 13.9 -26,0 16.1 -302 18,5 -34,8
<br />1 100,0 10.0 .10,$ 10.0 -12,1 10.0 -14.9 10,0 .18,1 10.5 -21,5 12.4 -25.2 14.~ -29.3 lEl.S -33.6
<br />2 10,0 10.0 '25.1 10,0 .282 lOA -34.8 12,5 -42.1 14,9 -~.1 17,5 .5$,7 20.3 ,68.1 233 .78.2
<br />2 20.0 10.0 -2.2.$ 10.0 -25,$ 10,0 -315 11.4 -38.2 13.6 -45.4 16.0 -53,3 18.5 -81.8 21,3 .710
<br />2 50.0 10.0 -19,7 10,0 '22.1 10.0 -2].3 10.0 -33,0 11.9 -39,3 13,9 .48.1 16,1 -53.5 HI.5 -61,4
<br />a 100,0 10,0 -17,4 10,0 .19,5 10,0 '21,1 10.0 .29.1 10,5 -34,7 12.. -40,7 14.3 47,2 16.5 -54"2
<br />3 10.0 10.0 '25.1 10.0 .2U 10.4 -3U 12,5 -42.1 14.9 -50.t 17,5 .5$"7 20.3 -8S.1 23.3 -78,2
<br />3 20.0 10.0 -22,8 10.0 .256 10,0 -31.5 11,4 -38,2 13.8 .45.4 16,0 .53.3 18.5 -81.8 21.3 ,71.0
<br />3 50.0 10.0 -19,1 10.0 -Z2,1 10,0 '27.3 10.0 .33.0 11.9 .39.3 13.9 -48,1 IS,1 .53.5 18.5 ,81,4
<br />3 100,0 10,0 -17,4 10,0 -19.5 10.0 .24,1 10.0 29.1 10,5 -34,1 12,4 -40.1 14.3 -47,2 16,5 -542
<br />Roof Angle> 3O-4S @grees
<br />1 10.0 11.9 ,13.0 13,3 -14.6 16.5 -18,0 19,9 .21.8 23,7 -25.9 27,8 ,30.4 32"3 ~5,3 37,0 ,40.5
<br />1 20.0 11,6 -12,3 13.0 .13,$ 18,0 -17.1 19.4 -20.7 23.0 -24.6 27~ -2U 31.4 -3H 36,0 -38,4
<br />1 SO.O 11.1 -11,5 12,5 -12,8 15.4 .15,9 18,8 -19"2 22.2 -22"8 26:0 -26.8 30,,2 31.1 34,6 '35,7
<br />t 100,0 10,8 .10,8 12,1 -12.1 lU .14,9 18.1 .18.1 21,5 .21.5 25.2 '25,2 29.3 '29.3 336 ,33.8
<br />2 10.0 11.9 -15.2 13.3 -17.0 18.5 '21,0 19,9 -25.S 23.1 .30.3 27,8 -35.6 32,3 -412 37,0 ,41,3
<br />.2 20.0 1U ,14,5 13,0 .16.3 18.0 -20.1 19.4 -24.3 23.0 .29.0 27,0 -34.0 31.4 -39,4 36.0 .45.3
<br />2 50,0 11,1 -13,7 12.5 -15,3 15.4 -18,9 18,6 .22.9 22.2 -27,2 26,0 -32.0 302 '37,1 34,6 ,42,5
<br />2 100.0 10.8 .13,0 12,1 .14.6 14.9 .18.0 18.1 .21,8 21.5 '25.9 25,2 .30.4 29.3 -35.3 33,6 ,40.5
<br />3 10.0 11,8 .15,Z 13.3 -17,0 16.5 '21,0 19,9 -25,5 23,7 -30,3 27.8 -35.6 32,3 -4U 37,0 ,473
<br />3 20,0 11.6 -14.5 13"0 .18,3 16.0 -20,1 19.4 .24,3 23,0 -29,0 21.0 -34.0 31,4 -39.4 36.0 .45,3
<br />3 50.0 11.1 .13.7 12,$ .15,3 15.4 -18.9 18.6 -22,9 22.2 .27,2 26.0 .32,0 302 -37.1 34,6 42.5
<br />3 100,0 lo.s '13,0 12,1 .14,$ 14,9 .18,0 16.1 -11.8 21.5 '25.9 25,2 -30.4 29.3 -35,3 33,6 40.5
<br />Wall
<br />.. 10.0 13,0 .14,1 14.6 .15.8 18,0 -19.5 21.8 -23.6 25,9 -28,1 30,4 ~.O 35,3 -382 40.5 ,439
<br />4 20_0 12.4 -13.5 13,9 .15,1 17.2 -18.7 20.8 .22.8 24,1 .26.9 29.0 .31,$ 33.7 -36] 38.7 ,42,1
<br />4 60.0 11.6 .12.7 13.0 -14.3 16.1 -17,8 19,5 .21.3 23.2 -2S,4 272 -29.8 316 -34,$ 36.2 -39.7
<br />4 100.0 11.1 .12,2 12.4 .13.6 15.3 ,16,8 18.5 -20.4 22,0 -24,2 25,9 .2U 30.0 ~,O 34.4 -318
<br />5 10.0 13,0 .17.4 14.6 -19,5 18,0 -24,1 21,8 -2g, 1 2$,9 .34,7 30.4 -40.7 35.3 -47,2 40,5 -542
<br />5 20.0 12.4 .1&,2 138 -18,2 17.2 '22.5 20,8 -V,2 24,7 .32.4 28,0 .38.0 33.7 -44.0 38.7 .505
<br />5 50.0 11,8 .14,7 13.0 .f8,5 fEU -~,3 19.5 '24,8 23.2 '29.3 27,2 '34.3 31.& -3U 38,2 ,457
<br />5 100,0 11.1 .13.5 12.4 .15.1 15,3 .18.1 18,5 .22.8 22.0 '26.9 25,9 -31,8 30,0 -3&,7 34.4 .42,1
<br />
<br />FlQURe 1606,2(C)
<br />COMf'ONENT ANO ClADOING LOADING DIAGRAMS
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<br />N.T.s.
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<br />FI,RE PLACE SECTION
<br />
<br />
<br />Inateas where the high wind is 120 mph or more.or within 1 mile of the coast where the,
<br />wjndi> tlre 110 mph or higher - buildings must be'designed to protect exterior windows .
<br />and glass doors frOln the impact of debris tossed by the '?Iind. Or~ buildings' must be made
<br />strong enough to withstand the change in air pressure should debris pierce a window or
<br />glass door during a high-winds stonn.
<br />
<br />'V'.' .
<br />
<br />~1
<br />
<br />N~T.S.
<br />
<br />FIGURE 1606,2b
<br />MAIN WtND FORce LOADING DIAGRAM
<br />
<br />.__....'.:;,;,;,"7..;;;.=.,..~;--.. .. -.,
<br />
<br />WINO-BORNE DEBRIS PROTECTION FA:mNINGSCHE'i.IDLE-'
<br />. fOR WOOO STACJeTURAL PANELS
<br />FASTENER SPAClNO (1".)1.1
<br />
<br />-<: ,., ~,--',.-..." ... ...-......-'---.,--..
<br />
<br />FASTeNER
<br />TYPE
<br />
<br />Options For Wiudows Aud Glass Doors
<br />
<br />Pa.,.' Span s 2 ft
<br />
<br />2 It < Pan" Span
<br /><4ft
<br />16
<br />16
<br />6
<br />
<br />4 ft < Pan.' Span
<br /><8ft
<br />12
<br />16
<br />4
<br />
<br />e ft < Panel ap.n
<br /><8ft
<br />9
<br />lZ
<br />3
<br />
<br />EAL
<br />
<br />.~lY''Vood shields can be used to cover them. The plywoo4 must be at least 1/16.inch
<br />thick and the contractor must cut thero and install the anchors for them. around windows
<br />and doors.
<br />
<br />2 lJ2 #6 Wood Sctew3
<br />Z 1/1 ff1 Wood $(w,vs3
<br />Doubk-Headed Nal
<br />
<br />SI: l inch:::2S_4 mm I (00(=305 mm
<br />
<br />I
<br />16
<br />12
<br />
<br />Date
<br />
<br />~ Shutters that meet impact tests for the location.
<br />
<br />Scale
<br />
<br />NOleS:
<br />J. This table Is bnfed on I maximum wfbd speed of 130 mph (S8 nv's) and mun roofbelght of 33 feet (10 m) or Ius_
<br />2_ fasleaert shall ~ installed at opposIng t.nds of the wood SlnlCtIll'lll panel. ,
<br />1 Wbef~ SCftwS MellttaehetJ to maronry or masonryJstueeo. they shall be attached IIslnil vibration,resislll1lt anchors bavi.,. a minimum withdtwtal ~pao-
<br />it)' o( 490 Ib (2180 kN).
<br />4, Nails sllall be tOeS common or 12d bci~ double-headed nalfs,
<br />
<br />t Impact-resistant windows and doors,
<br />
<br />Drawn
<br />
<br />For Sf: \ ftl:: 0.0929 m2. lmph = 0.447 mls. 1 pS(:$ 47.88 N/m2.
<br />1 For etfe<:tlve areas or wind speeds between those given above the load may be Intarpolated. ott1elWlse use the load associated with the fower effective area.
<br />2 Tabla values shall be edjullled for height and e>:pOsvl8 by mulliplylng by adlustment coeffIcIents In Table 1606,20,
<br />3 See Figure 1606,2(c) fo, Iocatlon ot zones,
<br />4 Plus and minus slgnt signify pressures acllng toward and away flom the building surfaces,
<br />
<br />Job
<br />
<br />Sheet
<br />
<br />D~
<br />
<br />Of Sheets
<br />
<br />-.<<
<br />
<br />24 X 36 PRINTED ON NO, 1000H CLEARPR1NT\\l
<br />
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