|
<br />1:1
<br />
<br />
<br />WK1NN'D ROOF
<br />rrmr
<br />I
<br />~I
<br />
<br />"~I
<br />
<br />.'_'....., ,___W_...__.,~, ,.,
<br />
<br />~~
<br />
<br />
<br />U2
<br />i. .,.,.. ,,_,.. . ....
<br />.' .... ~'''''.'''-'' .
<br />LONG1l\1OlHAL ELEVATION
<br />
<br />"
<br />
<br />FlQURl1608.2a
<br />APPUCAll0tt oR. I MAIN wmo fORce RESlSllNG SYSTEM
<br />LOADS Foft 8lMPU! DfAPlfRAGM eUlLDmGS
<br />
<br />
<br /><4&
<br />
<br />, (;IG\ME 16Oe.2b
<br />MAlN WINO FORCS LOADING DfAGRAM
<br />
<br />~
<br />
<br />..~
<br />
<br />I
<br />I
<br />-'~j
<br />
<br />;' .
<br />
<br />"
<br />
<br />1I2
<br />
<br />4& LONGmJOtW.
<br />
<br />,~
<br />
<br />,.. .......~
<br />
<br />TABLI1G~i~ WITH A MEAN ROOf HEIGHT OF 30 fEET LOCATED IN
<br />MAIN WlNP fORCI RESISTING SYSTEM WINO LOADS fO=~:a~r. B
<br />
<br />Horltontal104dat
<br />
<br />End Zone
<br />
<br />lntttiot Zone
<br />
<br />End Zone
<br />
<br />WInd
<br />VelocIty
<br />(11I$)")
<br />
<br />gO
<br />
<br />Root
<br />angl.
<br />(4'SfH')
<br />
<br />0-5
<br />m
<br />'30'" ~~ 45
<br />AI 8rIg1eS
<br />
<br />0--'
<br />20
<br />130~~~45
<br />A"~S
<br />
<br />0-5
<br />2(]
<br />M<~<~
<br />All Mgle$
<br />
<br />().5
<br />iQ
<br />3!l ~ AlW8 S om
<br />. AU Angles
<br />
<br />-16.6
<br />
<br />1
<br />
<br />V.ttfoal LOld. (P$f)
<br />
<br />Max. Homont" Watlled" (pot)
<br />
<br />Interior Zona
<br />
<br />W1ndwerd
<br />Ovttfllni
<br />
<br />Zone
<br />
<br />End
<br />tOM
<br />
<br />Illttrior
<br />ZOft.
<br />
<br />1&
<br />
<br />4&
<br />
<br />Load
<br />Olr~t1on
<br />
<br />Root'
<br />
<br />WIndward L..wat4 Wtndward LHWtfd
<br />Root Roof Roof R<lOf
<br />
<br />W.ll
<br />
<br />w~.
<br />12,9
<br />llot'
<br />14,4
<br />~~.8
<br />
<br />Roof'
<br />
<br />-6.7
<br />,~.7
<br />IUI
<br />.6,1
<br />
<br />.8,12
<br />-5.6
<br />122
<br />03,2
<br />
<br />.10,0
<br />.7.0
<br />14.8
<br />.10.0
<br />
<br />-u
<br />la
<br />1 '.11-
<br />. 1.9
<br />
<br />" II ..4Jl . t S.4
<br />11.11 ..Ut .la.4
<br />11.5 7.H S.lS
<br />a.5 .4.0 .16,4
<br />
<br />1Q.5 .4.9 .19.1
<br />14.8 4.J. .ID.1
<br />I,Ul! ~ 6.9
<br />to,5 .4.9 .1~.1
<br />
<br />:,7 . 1.9 .~3.1
<br />.7 . t.lJ -?d.l
<br />',2 1.8 8.3
<br />.7 . ,t -tJ,1
<br />
<br />t 1 . .0 .27.4
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<br />~ .t=~~~'
<br />
<br />-S.I
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<br />
<br />.iO.
<br />
<br />Transversa
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<br />longl\tJdtl1al
<br />
<br />it
<br />17,
<br />16,'
<br />
<br />1
<br />l:J
<br />g
<br />1 ,
<br />
<br />100
<br />
<br />Transverse .
<br />
<br />-1a.
<br />.10,
<br />.10,
<br />
<br />.3.1
<br />
<br />L.ongllUdtnal
<br />
<br />110
<br />
<br />Transv&fse
<br />
<br />-16.U
<br />.13.1
<br />- 3.1
<br />
<br />~1S.B
<br />.111.1
<br />
<br />longltu<lrnal
<br />
<br />120
<br />
<br />TranslJerse
<br />
<br />Lon91t1J<1lnal
<br />
<br />130
<br />
<br />26,$ .13.9 11.8
<br />31.1 '9.8 24,1
<br />M,1 M.8 ~4.0
<br />28.8 .13.9 17.8
<br />
<br />.:)2,2. -18,3
<br />.32.2 .22.4
<br />11,6 .iA:t
<br />-32,2 '18.3
<br />.7,a ~
<br />. ft: r:M
<br />. 1,3 -31.2
<br />.42.9 .~,,4
<br />~ ,~~
<br />~ 3..4
<br />-4~.9 .2 .4
<br />
<br />TrliloSVerlle
<br />
<br />.8.2
<br />.5.4
<br />HUt
<br />.8,2
<br />
<br />140
<br />
<br />150
<br />
<br />.\ '--....--..,..".."
<br />;'--'
<br />
<br />24 X 36
<br />
<br />PRINTED ON NO, 1000H CLEARPRINT~
<br />
<br />. '
<br />
<br />HEIGHT AND EXPOSURE ApJUSTMEtfT COEFF1cItms _ ,.,.....' 1 ..
<br />~re
<br />
<br />~n
<br />Roof
<br />~t
<br />. 'T'... 1.41'
<br />
<br />~ 1.1 Iii t~
<br />
<br />
<br />s t'16 I' 56 1.81
<br />o 1'19 .'59 1.84
<br />~ 1:22 .:62 . 1.81.
<br />
<br />"1 .',.- $h..I..... :$ditale<S for other eXpO$wM and heights by multipl)'ln, by the above ooefflclenu.
<br />No<e: All tav C V41....... ... W ~-
<br />
<br />8
<br />
<br />c
<br />
<br />_107
<br />.10./
<br />4.8
<br />.10.7
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<br />_fa.a
<br />
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<br />
<br />.1 B.t1
<br />.1a,o
<br />7,11.
<br />-18,0
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<br />.1lU
<br />
<br />_1ll.1
<br />B.8
<br />.1!M
<br />
<br />-22,4
<br />.22.4
<br />lIto
<br />-22.4
<br />
<br />:W
<br />
<br />'Z'S,V
<br />
<br />tt8
<br />. 1.8
<br />[4
<br />-29.8
<br />
<br />D
<br />
<br />.18.9 10.0 . '.S
<br />.18,9 ll!.O . '.1
<br />-5.8 11 ,Q - 1.1
<br />.1(1.9 10.0 . ,$
<br />
<br />..s.4 . it =- ~:.: -;~~ it
<br />~ .7.2 .1iMI -10.1 1Y"i'J
<br />11- .M.7 .20.9" 12.0 -9.3 a.a
<br />n~:fI::W :' ::~! It
<br />.1.1 =- :1=.26:: 1 1=~1U I
<br />~~r:cr : ~.. : ~
<br />i -38,4 -30.1 io- ~.4 1.1
<br />1 -3S.3 20.0 -15.1 14.9
<br />-14,2 -45. _d.3 25.0 .a1.1 !!'!
<br />-11.0 -45.1 .1;.1 ,~,O -17.0 111.1
<br />:~::~ :~~:~ :35.3 20.0 -11).1 14,9
<br />
<br />:~::~ It: ~: rm= ~ :L l'
<br />.182 - UI .'f~O :4 ~ ~
<br />.16.4 ..3 040.0 24.0 .f.2 f.
<br />t ,4' '.0 ~.ll It: tA.9
<br />:JU- ~ -4,0,34.0. ~.
<br />.:&I- foH 4 4',1 '30.0 _ ~
<br />:~; . 10,0 .4 ~.O 27.0 -20,9 19,9
<br />
<br />-B.a
<br />".1
<br />
<br />.21
<br />-21
<br />.~.
<br />.a1,
<br />
<br />-1.11
<br />.e,e
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<br />
<br />
<br />
<br />.
<br />I
<br />
<br />10-. e ~4S.
<br />
<br />For Sl~ l'degr<<:.c 0.01745 rad.
<br />
<br />. ". _..._.._-~.._~---._,~. _._---.~~~-,.__.._.__. _..
<br />
<br />--"-~'--".'---"'---"'--'---"'-- '. - .----.
<br />
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<br />
<br />FlGURS 1606.2(c)
<br />COMPONENT AND CLAl)D1NG LOADtNG DIAGRAMS
<br />
<br />-l------
<br />
<br />, i
<br />
<br />1
<br />
<br />4
<br />
<br />.a1
<br />
<br />-n..,
<br />.10,1
<br />-t.1
<br />
<br />.10,3
<br />.13.4_
<br />.12.1
<br />.10,3
<br />
<br />.12.1
<br />.16.1
<br />.14,2
<br />'.12.1
<br />
<br />.1..0
<br />.18.2
<br />.16.4
<br />.14.0
<br />
<br />.18.1
<br />~~.,
<br />-18,9.
<br />-16.1
<br />
<br />;.
<br />.,J
<br />
<br />1606.1.6.1 Wind speed conversion. W.hen referenced
<br />documents are based on fastest mJle ~md speeds, the
<br />three second gust wind velocities .of Figure ,1,606 s~al1
<br />be converted to fastest mile wmd velOCities uSing
<br />
<br />Table 1606. 1.6.1.
<br />
<br />TABLE 1606.1.6.1
<br />EQUIVALENT BASIC WINO SPEEDS
<br />
<br />3 sec. 85 90 100 105 110 120 125 130 140 145 150
<br />, ust
<br />
<br />f:~:t 70 75 80.85 90 100 105 110 120 125 130
<br />
<br />1 mph = 0.447 mls
<br />1606.1.7 Information on drawings. The folIowing infor-
<br />mation related to wind loads shall be shown on the con-
<br />struction drawings:
<br />1. Basic wind speed, mph, (m(s),
<br />
<br />:-. ~,
<br />
<br />INTERNAL PRESSURE COEFFICIENT AT 0.18,
<br />3 SECOND GUST
<br />
<br />-----
<br />
<br />'"".l~' ~
<br />
<br />~.:J," p'
<br />
<br /> ~ ..
<br /> Effecti.... 15..10 Wind ~ V (mpb.:t ~ guat)
<br /> wind
<br /> ..... 110 120 130 1-40 ' 1$0
<br />zone' (fl2) 1$ 80 100
<br />RQof Angle > 0-10 degrees .25.& 12.4 oW.. 14,3 .3U 1U' -40,5
<br /> , .14.6 10,0 '18.0 10.0 .21.8 10.$ 15.4 .3M
<br /> 10.0 10.0 "13.0 10.0 10.0 .21.2 1C.0 .~U 1U .29.$ 13.. -3U
<br />,. .14.2 10.0 .11.5 14.1 -38,1
<br />1 20.0 10.0 .12.7 10.0 -16.$ 10.0 .2\).$ 10,0 .24.4 1o.e .2U 12.3 -33.2
<br /> 50.0 to.o,. .12,2 10.0 .13.7 10.0 10.0 .23.1 '0.0 .27.8 11,4 -32.3 13,0 -37.0
<br />1 .13:3 10.0 .,&.5 '10.0 .,u ~U
<br />1 100.0 10.0 .11,9 10,0 to.O -3U 10.5 .:.u,6 12,4 -51.0, 14,3 .5U 18.5
<br /> 10,0 -21.8 10.0 .24.4 10.0 .>>.2 ~.8 11.8 -45.6 13.4 .52.$ 15.4 -$0.1
<br />2 10,0 10.0 '27,0 10.0 .32.8 10.0
<br />2 20.0 10,0- .19.6 10,0 .au -2U 10.0 , -32,7 10.8 .38.4 1203 -44.5 14,1 .51.1
<br /> 10.0 -18,4 10.0 .22..7 10.0 11.4 -34.2 13.0 -4U
<br />2 SO,O 10,0 .18.4 10.0 .1&.5 10,0 '28.1 10.0 -33,0 11.4 -$8.2 '102.2
<br /> 100.0 10.0 -14.1 10.0 -15.8 10,$ ~.4 12.4 -76.8 14,3 -39,0 18.5
<br />2 10,0 ~.. .0.0 -.45.4 10,0 -55.0 .'3.8 18.-4 -84.1
<br />3 10.0 10,0 -301,8 -45.$ 10.0 -S4.a 11.8 ~.8 13.4
<br /> ~$ 10,0 -37.6 10.0 .US
<br /> 20,0 10.0 .27.2 10.0 10,0 -39,$ 10,. -48.2 12,3 -53.5 14.1
<br />3 .19.7 10.0 .~1 10.0 .27,3 10,1) -33.1 11.4 .3U 13,0. -4U '.":.
<br />3 60.0. 10.0 .19.$ 10.0 '2'3.$ 10.0 -28.1 10,0 -33.0
<br />3 100.0 to.O .14.1 10.0 .15.1 10.0
<br />~ A1'Id!e > 1()030 ~ -i1.8 -32,3 23.3 '~.o
<br /> .18.5 12,5 '19.~ 1408 .23.7 17,$ 20.3
<br />1 10.0 10,0 .11.9 10.0 .1303 10.4 .19." 13.6 .23,0 1..0 -i7.0' 1$.5 -31.4 21.3 -3$,0
<br /> .13.0 10.0 .18.0 11.4 18.5 -34,.
<br /> 1 20.0 10,0 .1U 10.0 .15.4 ' 10,0 .tU' 11.9 .222 13.9 . -28.0 1&.1 -30,2
<br /> .12.8 10.0 -33.'
<br /> 1 50.0 to.O .11.i 10.0 .14.9 10,0 '18.1 10,6 -21.5 12.4 -2U, 14.3 -29,3 16.5 ,
<br /> 10,0 -10,8 10.0 .12.1 10.0 17,$ -58.7 2\),3 -68.1 2303 .78.2
<br /> 1 100.0 10.4 -3U 12,$ ~1 1U -SO.1
<br /> 2 10.0 10.0 -25.1 10.0 .~U -SU 11.4 -3U 13.6 -45.4 18,0 .SU 18.5 -61.8 21.3 .71.0
<br /> 20.0 10.0 .22.& 10.0 .2U 10,0 -39,3 t3.9 -4$.1 18.1 .m 18.5 -'1.4
<br /> 2 .19.1 10.0 .22.1 . 10.0 '21.3 10.0 -33.0 11.9 14.3' ..7.2 18,5 -54.2
<br /> 2 50,0 10.0 -2t.1 10.0 ",29,1 10,5 . -34.7- 12,4 -40.7
<br /> .t".~ 10,0 .1t,$ 10,0 2O.S' -8&.1 23,3 .74.2
<br /> 2 100.0 10.0 -3U 12.5 -42.1 14.8 . -50.1 17,5 -SS.7
<br /> 3 10.0 10.0 -U.1 10.0 .2'.2 10.4 -38,2 13,' -45..4 18.0 -SU 18.5 -61.8 21.3 .71.0
<br /> 10.0 -2'u 10.0 '2$.6 10.0 -31.5 1M ...ce.1 16.1 .53.5 18.5 061.4
<br /> 3 20.0 '27,3 10.0 -33.0 11.9 -3903 13,9
<br /> 3 t 60.0 10.0 -19.7 . 10.0 -22.1 10.0 10.$ -34..7 1U M,7 14.3 -47.2 18.6 -54.2
<br /> '17." 10.0 .19.5 10.0 -24.1 10.0 29.1
<br /> 3 I 100.0 10.0,
<br />RlloI ~ > so..45 ~ 21,8 .30.4 $2,3 -35.3 ~.O -40.5
<br /> 19,9 .21,8 2$,1 '26.9
<br /> -13.0 13,3 .1.4.6 16.6 -18.0 .-33.5 $$.0 -38.4 ,
<br /> 1 10.0 11:9 .17.1 19.4 '20.7 2'3,0 .2U 21.0 .28.9 31."
<br /> -12,3 13,0 .13,8 16,0 31.1 34.f -$S.7
<br /> 1 20,0 11.6 .,u 18,8 .19~2 U.2 -22,' 29,0 .2U 30,2
<br /> 1 50.0 11,1 -11.5 12.5 .,2.1 1SA .18.1 :"fl:r:~f 25,2 .25.2 29,3 .29.3 33.8 -33..
<br /> to;8 .10.& 12.1 .12.1 foU -1U ttM '21,_ 32.3 -41.2 37,0 -41.3
<br /> 1 too.O 19.9 '25.S I~O' oW. -35.6
<br /> 10.0- 11.9 -15.2 13.3 -17.0 18.5 -21.0 ~.O -29.0, 27.0 -34.0 31.4 039,4 38,0 -4U
<br /> 2 18.0 -20,1 19.4 .24,3
<br /> 2' 20.0 11.6 -14.5 13;0 .11.3 '~.t 2U -21.2 . 28,0 .32.0 30,2 -31,1 34.8 -4U,
<br /> 15.4 .1IU 18.6
<br /> 2 60.0 11.1 .13.r 12.5 -15.3 .21.6 21.~ . -25.9' 2U -SO.4 2U -35.3 33,6 -40,6
<br /> .14.6 f4.9 .1$.0 18,1 -47.3 '
<br /> 2 100.0 10.1 -13.0 12.1 -26.5 23.7 -30.$ 27.. -3$.$ 32.3 -41.2 37,0
<br /> 11.9' .16.2 13,3 .17.0. 16.5 .au 19.9 -29,0 31.4 .39,4 36.0 -45,3
<br /> 3 ' 10,0 ,-20.1 1IU -24.~ 23.0 27,0 -34,0
<br /> 3 .20.0 11.8 .14.G 13.0 .10.3 1M '22.t 22.2 ' .%7.2 28.0 '32.0 30.2 : ',' .~. 1 34.8 -4U
<br /> 1$.4 -1U lU
<br /> '~ 50,0'. 11.1 .13,7 12.5 .tU .1$,0 liU -21.8 au -25.1 ~.2 -30.4 2U -35,3 33,$ -40.5
<br /> 100,0 10.8 .t3.0 12.1 'f4.' tU
<br />WillI 35.3 -3/U 4Q.5 -43.9
<br /> .19.5 21.8 .23.6 25.9 '2$.1 30.4 -33.0
<br /> 4, 10,0 13.0 -14.1 14.8 -1U 18.0 20,8 -22.6 24.7 -26.' 29,0 -31.6 ~.1 -3$.1 3&.7 ..f2,1
<br /> -13,5 13.9 -1$.1 11.2 .t&.1 -34.' 38,2 .39.1
<br /> 4 20.0 12.4 '18.1 ,. -11,. 19.6 -21.3 23.2 -2U 27.2 -2$,8 31.6
<br /> .. SO.O 11.8 -12,7 13.0 .14.1 -2M 22.0 .U! 25.9 .28.4 30,0 .33.0 34.4 .37.8
<br /> 1204 .1~$ 15,3 :.11U 18.5 -47.2 40.5 -54,2
<br /> .. 100.0 11.1 -12.2 21.8 -29.1 25.8 -$4.7 30.4 -40.1 35.3
<br /> 14,$ .11.5 18.0 .24.1 38.7 .SO.5
<br /> 5 10.0 13.0 .11.4 .21.2 24.1 -n.. 29.0 -38,0 33,1 -44,0
<br /> 13.9 .18.2 11.2 .22,5 20.8 3U . -is.7
<br /> 5 20.0 12.4 -162 ~20.3 to,s -24.' 23..2 -2U 27.2 -34.3 SU -39,8
<br /> II 50,0 1U -14.1 13.0 .1f.5 i6,1 18.5 .22.8 22_0 -au ~u -3U 30.0 .3&.1 ~.4 ~2.1
<br /> 100.0 1t.1 , .13.5 12,4 -15:. ~ 15.3 .18.1
<br /> 5
<br /> ",
<br />
<br />For Sf: 1 ft3:; 0.0929 fUl, 1 tnph:l Q.441 mis, 1 p$f = 41,8::~ load lIlllY be rnl~tlld. ~ 1.1$0 1M load ass<<:iated 1'ritfl1lle lower elf~ enta.
<br />
<br />1 rOl' elfooM areas or wfrd llpeeds between IhoN l)Mll'l.... muJllplyl~ by ~ ~ellU In Table100UO.
<br />a T\lI)Ie va!uet GheJ be ~ fQ( height ancf o)JlO$Ure "J
<br />
<br />3 See fIgu~ 1 eoe.2(c) fOr1ot;a1lon ,of l~. ffOfl1 tho bu\llling 8t.11'f~8.
<br />4 Plus and mlnU$ signs $lgl'llfy pt~res ecllnp ~ and away ,
<br />.' ......,
<br />
<br />2. Wind importatlce"IaCfor(l) ana"building categoty.',- .
<br />3. Wind exposure - ifmore than on~ wind e~pos~e IS
<br />~Sed, the wind exposure and apphcable wmd direc-
<br />tion shall be indicated.
<br />4. The applicable internal pressure coe~cien~.
<br />S. Components and Cladding. The deSign wmd pres-
<br />sures in tenus of psI (kN/m2). to be u~ed (or th.e
<br />design of exterior component and cla~ding mat~n- ,
<br />aJs not specifically designed ~y the registered deSIgn
<br />professional,
<br />
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<br />.1
<br />
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<br />
<br />REVISIONS BY
<br />
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<br />~ ~ ~
<br />~ t2
<br />o ,~
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<br />~=
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<br />AHAI. 'iSJS AND ANtHM CW4Rr
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<br />20
<br />. 30 < ~nnlA ~ 45
<br />LOI'lglflJdlnal AK Angles
<br />o. S 3U -18.1 It ~
<br />Transverse 43.0 .11.1 " ~
<br />I ~ .c =1 ~ 45 2!UI lfi9
<br />A~ 8 31.1 -16. t 2Q",\j .9,
<br />longitudInal "11
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<br />Transverse O:n~ ::' It =#: !..~
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<br />rM<I'lMIA~4fj $5. .18.6 23.7 .11.0
<br />I Longltud1nal All Angles
<br />r ohngt41l1 0.0114' rad. I (Is! lG 47,88 N/m2.
<br />, 1\2 = 0 C~29 m2. I mph::l 0.441 mlt, 1 deg to , . 2(c) ,
<br />For sr. I '. f angles from 5 to 20 d~ra9S shall ba Interpolate: f~d ~ea~:t~:d to tha windward elevallon ot lf1e blllJdlng In accorclanc. With Figure HIOe,
<br />Note$l 1 Pr6$$lIr\le for roo f lhll windward ancll"ward pressures an s
<br />2 Pressutes are the sum 0
<br />3 It ptessura Is less lh~,?,:.IU~ aO~ YAlh FIgure 160e.2(b).
<br />, Pr6$Sures shall be apt""""
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<br />, N~~ AND ~~OOlNG WtNO Li1AoS FOR A BUfLotNG 'MT1:t A MEAN ~OOF HEIGHT
<br />COMPO OF 30 Fin LOCATED IN nPOSUAeS (p.I)
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<br />HAZARDOUS LOCATIONS.
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<br />2-wu.1 lliE ~~!l~G SHALL SE CONSIDERED SPEClflC HAZARDOUS LOCAllONS fOR ruE
<br />PURPQSfS Of ~:
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<br />~ 1., ~ZJNG IN SWlNGI~G DOORs 'AND f1XED AHO WDIHG PANELS OF SUDIHG (PAllO) 000ft ASSEl.tBUES.
<br />: 2. Gt.A2ING iNDOORS AND' ~US OF ENctOSVRES F'OR HOT was. WHIRlPOOlS. SAUNAS. Sl'EAM ROOMS. ;
<br />8J.THl\J8s,. SHOWERS AND o'1'HE:R. ~Qf F AOUllEa \\M.RE SUCH GlAZINo IS lOCATED 36 INCHES (9t .mml '
<br />OR Uss. WE'AStJRED HORllONTAU..V,'fRQd A STAN, DING,<QR WAU<ING SURFACE ""tHIN me: ENI}lOS\JRE ANb
<br />~E lliE BOTTON EDGE OF 'tHE E:XPOStO'GUZlNC IS u:ss- THAtt 60 INCHES (t524mm). ME'ASlJREO i
<br />\lRllCALLV. MOVE SUCH STANDING OR WAU<lNO.'SURfACES, .
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<br />~. GtAZtNO IN AN INOIvtOUAL AXED OR OPERABlE PANa ADJACENT' TO A D~ MiERE lHE NE'J\REST . I
<br />\QllCAl EDGE IS 'MTHIN A 24-INCH (810 mm) RAn} IUS Of' lliE DOOR IN A ClOSED POSIllON AND VMOSE', I
<br />8OT1'OM EOGE IS LESS niAN 60 INctiES (1~4 mm ABOVE mE flOOR OR WAU<1NG SURFACE, .. i .
<br />~ GlAllNG IN WAlLS PERPENDICULAR 10 mE PLANE OF lliE DOOR IN A a.osm POSlllON IN ~
<br />..~ OR \lJ11lilN O\litUJNG UNtTS IN CROUP R2 SHALl. BE S\JB~CT TO 2405.2.1(4)
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<br />. 4. 1Mr\ ~~Dm~~~~3~_ _11~ lliOSE lOCAllON DESCRIStEO IN Ilf:MS
<br />4.t EXPOSED ARfA (F AN lNOl\1DtJAL PANE' GREATER WAN 9 !CI ft (O.84m2). : :
<br />' 4.! BOTIOM EDGE LESS 'l1iAN 18 INCHES t'161 m~) ABOVE "THE flOOR. , .
<br />. t~ mE M~~~~'1l111l'JN'fNtllIW(L~'ZCHTAu.y Of lHE Pl.ANE OF
<br />' lHE GlAlINC.
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<br />5. AU. GtAllNG IN RNUHGS REGARDLESS OF AREA OR HEIGHT ABOVE ^ WAU<ING SURF'ACE INCUJDING
<br />~C1URAL 8AWS1ER pANELs AND NONSlRUCl\JRAL IN-All. PANas.
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<br />6. GlAZlNG IN WAU.S AND FENCES ENClOSlNG INDQOtl AND OUlDOOR SWIMMfHG POOlS AND SPAI~ ~ERE
<br />llie: BOTTOM EXPOSED EOGE OF lliE ClAZlNOIS:, en lESS~' eo. INCHES (152&nm) ABOVE: 1HE
<br />~NC AFACE ON ,lHE POOL SIDE OF nu:: Gl..A2fNQ. AND 2 mE GlAltH& IS WlmN 60 INCHES
<br />. n525 mmSf HORIZCHTAU.Y OF lHE WA~S EOGE Of A ~G POOlOR SPA. lHIS SHALl. l,pPLY
<br />TO S1NGlE GlA1JNG AND All PANES IN NUlllPLE GlA2JNG.
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<br />REGlJIRED SAFElY GLAZING IN ~AZARDOUS LOCATIONS FBC 2405.2
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<br />NOTES:
<br />
<br />ALL WALL AND CLADDING ARtS DESIGNED FOR
<br />A 2~.-( PRESSURE,
<br />ROOF STRUCTURE 15 DESIGNED FOR
<br />A_~.~ UPLIFT PRESSURE.
<br />TJ.4E DESIGN fOR THE WALL AND ROOF
<br />PRESSURE IS HIGJiER TJ.-IAN TJ../E REQUIRED
<br />ZONE PRESSURE.
<br />~ABLE t'O'-2A.
<br />
<br />~ TJ-H5 BUILDING 15 A CLOSE STRUCTURE.
<br />
<br />D THIS 6UILDING 15 A PARTIALLY CLOSED STRUCTURE.
<br />
<br />D THIS BUIL.DING 15 AN OPEN STRUCTURE.
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<br />In ateM. where the high wind is 120 mph or more-orwitbin 1 mile of the coast where fhe, .
<br />. Wilt~tlre 110 mph or higher - buildings must be.designed to prote<< exterior windows "
<br />and glass doors from the impact of debris tossed by the wind. Ot~ buildings' m.ust be made
<br />sU'on$ enough to withstand the change in air pressure should debris pierce a window or
<br />glass door during a high-winds stonn.
<br />
<br />Options For Windows And Glass Doors
<br />
<br />t Plywood shields can be used to cover them. The plywooQ must be at least 7/16..inch
<br />thick and the contractor must cut them and install the anchors for them around windows .
<br />and ~ors.
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<br />PL. YWOOD .... '..
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<br />t Shutters that meet impact tests for the location.
<br />t Impact-resistant window~ and doors.
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<br />Job
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<br />ANCHOR INSTALLED
<br />BY BUILDER
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