|
TRAWVERSE ELEVATION
<br />LONGITUDINAL ELEVATION
<br />FIGURE 1800.22
<br />APPLICATION OF MAiN WIND FORCE RESISTING SYSTEM
<br />LOADS FOR SIMPLE DIAPHRAGM BUILDINGS
<br />4E '11
<br />ANGLE
<br />Wt o brx-CTx 7 [7 1(7 N
<br />PANGS
<br />FIGURE 1800.2b
<br />MAW VAMn r nMr10 1 nAhiNA MA(IWAU
<br />4 LONGITUDINAL
<br />i LON0ITL10WL
<br />� 0 - 0 F
<br />_ - - -
<br />_- - -_ _ r
<br />I ,
<br />I ,
<br />I
<br />0 (D (D
<br />I ,
<br />I ,
<br />I I
<br />it: 7 X 70_
<br />a
<br />n
<br />rn` l a l a a
<br />s I I
<br />n
<br />t $
<br />CO s Cif 4+ IT
<br />I I I
<br />I I i 1 0 545' i <'
<br />ro a - '•�' � �a 3
<br />I For SL I degree = 0.01143 rae. -
<br />jh
<br />TARLE 1606.2A
<br />MAIN WINO FORCE RESISTING SYSTEM tlViND LOADS FOR A BUILDING WITH A McAN ROOF HEIGHT OF 30 FEET LOCATED IN
<br />Exposure B
<br />'or SL I fta 0,0929 m I mph :2 0,447 tt1Js, t degree of angle = 0,01745 rad, I psf = 47.88 N /mx,
<br />Totes: t Pressures for roof angfes from 6 to 20 degrees shall be interpolated from the table,
<br />2 Pressures are the sure of the windward and leeward pressures and shag be applied to the windward elevation of the Wilding. in accordance Mth Figure 16E16,2(c).
<br />3 if pressure is less than 0, use 0,
<br />a Pressor &s shall be applied In accordance with Figure 164t3.2(b),
<br />. �.. � . _ _ - : �' Y:_. ..:..�._....y.:::.: ._.._ .........,._,.__._._...,ter_._.. ,�_ t
<br />HEIGHT AND EXP03URE ADJUSTMENT COEFFICIENT$
<br />[Glenn
<br />Root
<br />Nj► ight
<br />Fatpoturs
<br />B
<br />Horizontal loads Vertical Loads (psi) Max. Horizontal Wall Loada (psf)
<br />End Rona
<br />interior Zone
<br />rend zone
<br />Interior tone
<br />Windward
<br />v n
<br />0 erhat 9
<br />tone
<br />Wind
<br />Velocity
<br />(mph)
<br />Load
<br />Direction
<br />Fio+af
<br />angle
<br />(4eorees)
<br />Wall
<br />Roots
<br />win
<br />hoot=
<br />Windward
<br />Root
<br />Leeward
<br />Roof
<br />Windward
<br />Root
<br />Leeward
<br />hoof
<br />End
<br />Zane
<br />Interior
<br />Zane
<br />1t
<br />45
<br />1
<br />4
<br />90
<br />Transverse
<br />0 -
<br />.8
<br />7
<br />&S
<br />0
<br />.4
<br />-8,8
<br />-10,7
<br />3
<br />-2
<br />1,59
<br />1.84
<br />10,
<br />•1.8
<br />7.2
<br />�.
<br />PERIMETER CAUl'K �•,..
<br />"14CRS
<br />V) �
<br />'
<br />1-4
<br />,
<br />aY dT
<br />118
<br />811
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<br />•1
<br />•4 7
<br />.1
<br />4
<br />S
<br />as fa.'snar
<br />V
<br />1
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<br />8
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<br />30 K 43
<br />(III
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<br />1 ..8.
<br />10.0
<br />41A.
<br />4:
<br />•18.0
<br />10,0
<br />-21,8
<br />10.8
<br />•23.9
<br />12.4
<br />8
<br />14.3
<br />Longtudnal
<br />Xi14inl ea
<br />121
<br />-13.7
<br />17.5
<br />•4.0
<br />; 16.4
<br />-3.3
<br />•10,7
<br />-8.3
<br />1,8
<br />•1419
<br />10.0
<br />-11.5
<br />S
<br />$
<br />100
<br />Transverse
<br />0.6
<br />15.2
<br />19.4
<br />1
<br />15.4
<br />-39.4
<br />'1
<br />60.0
<br />50.0,
<br />•12.2
<br />10.0
<br />1
<br />3
<br />-18.9
<br />14,0
<br />•20.5
<br />10.0
<br />•24.4
<br />10.8
<br />-28.8
<br />12.3
<br />-332
<br />»1
<br />•i 0.t
<br />1
<br />100.0
<br />10.0
<br />•i1.8
<br />iii.
<br />•13.3
<br />10.0
<br />•18.6
<br />10.0
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<br />1
<br />14.
<br />10.0
<br />•27.8
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<br />-32.3
<br />3
<br />-37.0
<br />2
<br />Q
<br />•1 ..T
<br />3
<br />8
<br />-24.4
<br />ongltudnal
<br />Angle `
<br />10.0
<br />-tr, 2
<br />10.5
<br />-4.9
<br />•19.1
<br />_ 10's
<br />•13.3
<br />'•8.4
<br />r3,7
<br />-2t►,g
<br />12.0
<br />3
<br />•8
<br />,
<br />110
<br />Transverse
<br />•
<br />1
<br />•i
<br />1
<br />10.0
<br />;},,,,-
<br />•t
<br />-46.8
<br />•1
<br />52.9
<br />15.4
<br />-80.7
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<br />41.
<br />-1 @A
<br />10.0
<br />•18.4
<br />10.0
<br />-22.7
<br />- ..3
<br />•27.8
<br />10.0
<br />»2.
<br />10.8
<br />3
<br />12.3
<br />•14.8
<br />i
<br />3
<br />2
<br />100.0
<br />45
<br />1.
<br />1
<br />-18.8
<br />1 $
<br />•19.5
<br />i .
<br />...
<br />•.1',
<br />• A
<br />'1
<br />A.
<br />-f
<br />3
<br />•
<br />-43.9
<br />Longilu inal
<br />ng s
<br />:^a
<br />-10.0
<br />i .7
<br />• ,9
<br />•23.1
<br />•t .1
<br />•18,
<br />•i0.t
<br />z^.3
<br />$ .
<br />1 .0
<br />11.3
<br />1C).
<br />-8.T
<br />120
<br />Transverse
<br />3
<br />22.8.
<br />• 1,
<br />1
<br />4,
<br />-21A
<br />4 1111.0
<br />4:.1
<br />-1
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<br />10.0
<br />11.
<br />11.6
<br />izi
<br />• 0.$
<br />•73.8
<br />15.4
<br />- 94.7
<br />1'
<br />64.0
<br />10.0
<br />•19,1
<br />10.0
<br />22.1
<br />• 9 1
<br />44.
<br />10.0
<br />33.1
<br />10.0
<br />39.9
<br />1 .
<br />•t .4
<br />" `� `�`•
<br />-53.5
<br />1
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<br />1
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<br />8
<br />8
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<br />•15.8
<br />t0A
<br />0
<br />10.0
<br />- 2 ,�
<br />•1 .1
<br />•,28,1
<br />Longitudinal
<br />A g ea
<br />'
<br />•ii.
<br />$.1
<br />-43.8
<br />•27.4
<br />7 _ 19:6 -,
<br />-19.1
<br />•12.1
<br />- 3,4
<br />1
<br />17,0
<br />-11.4
<br />1 f
<br />-10.3
<br />130
<br />Transverse
<br />0.5
<br />20
<br />Ili i S 43
<br />28.8
<br />37.1
<br />A
<br />-13.9
<br />-9.8
<br />17.8
<br />24.7
<br />4,
<br />-8.2
<br />-8.4
<br />1
<br />•32.2.
<br />-32.2
<br />1.8
<br />-18.3
<br />-22.4
<br />•1
<br />-22.4
<br />-22.4
<br />,1 .0
<br />-14.2
<br />•17.0
<br />• b.
<br />-45,1
<br />•48.1
<br />L-10.8
<br />-36,3
<br />-36.3
<br />-12.1
<br />20.0
<br />25,0
<br />22' . 0
<br />•15.1
<br />•211
<br />•17.0
<br />14,9
<br />18.3
<br />19.
<br />•12.1
<br />-18.7
<br />.14.2 1
<br />10.0
<br />ongitu Inai
<br />A I Ang es
<br />28.8
<br />-13,9
<br />17,8
<br />-8.2
<br />•32.2
<br />- 8.
<br />•22.4
<br />•14,2
<br />• 6.1
<br />•36.3
<br />20,0
<br />•16.
<br />14,9
<br />•i2,1
<br />140
<br />Transverse
<br />•18A
<br />10.0
<br />•18.8
<br />11.9'
<br />-22.2
<br />13.9
<br />-28.4
<br />18.1
<br />-30.2
<br />18.8
<br />-34.8
<br />1
<br />190.0
<br />14.0
<br />•10.8
<br />14.0
<br />•12.1
<br />10.4
<br />•14.9
<br />Wr
<br />± 1
<br />10.13
<br />-81.5
<br />12.4
<br />-E52
<br />14.3
<br />•29.3
<br />18.6
<br />-33.8
<br />2
<br />10.0
<br />10.0
<br />-26.1
<br />10.0
<br />•aa.a
<br />10.4
<br />-34.8
<br />12.5
<br />-42,1
<br />1.
<br />-1
<br />17.3
<br />58.7
<br />20.3
<br />-58.1
<br />1.
<br />•11.4
<br />2
<br />Longitu Dal
<br />All' dog ss
<br />1.1
<br />•1B,i
<br />•2b.8
<br />li.
<br />X,3
<br />.2
<br />,0
<br />•14.4
<br />-45.4
<br />18.0
<br />24.
<br />2
<br />-81.8
<br />•14.0
<br />150
<br />Transverse
<br />0 = 6
<br />7
<br />-1
<br />7_.
<br />-i ..
<br />2
<br />2 .
<br />•. 9,
<br />-134'
<br />.0
<br />.0
<br />2 ,
<br />t#
<br />18.1
<br />•S� t
<br />18.5
<br />-81.4
<br />2
<br />4
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<br />-117.4
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<br />10.0
<br />-21A
<br />-9 ,
<br />11
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<br />a A
<br />12.4
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<br />.9
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<br />18.5
<br />-64.2
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<br />14.0
<br />10.0
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<br />4
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<br />• i
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<br />12.6
<br />-42.1
<br />14.8
<br />•�..
<br />17.5
<br />Long tud na
<br />A g es
<br />3 ,7
<br />-18.5
<br />..
<br />• 1,0
<br />20.0
<br />- -4
<br />8
<br />1 8.9
<br />-26.8
<br />47.0
<br />•3f.8
<br />11.4
<br />•38.2
<br />43.8
<br />'or SL I fta 0,0929 m I mph :2 0,447 tt1Js, t degree of angle = 0,01745 rad, I psf = 47.88 N /mx,
<br />Totes: t Pressures for roof angfes from 6 to 20 degrees shall be interpolated from the table,
<br />2 Pressures are the sure of the windward and leeward pressures and shag be applied to the windward elevation of the Wilding. in accordance Mth Figure 16E16,2(c).
<br />3 if pressure is less than 0, use 0,
<br />a Pressor &s shall be applied In accordance with Figure 164t3.2(b),
<br />. �.. � . _ _ - : �' Y:_. ..:..�._....y.:::.: ._.._ .........,._,.__._._...,ter_._.. ,�_ t
<br />HEIGHT AND EXP03URE ADJUSTMENT COEFFICIENT$
<br />[Glenn
<br />Root
<br />Nj► ight
<br />Fatpoturs
<br />B
<br />0
<br />p
<br />11
<br />11001
<br />1.21
<br />1.47'
<br />20
<br />1,00
<br />9
<br />33
<br />I low 27
<br />1,00
<br />1.33
<br />1.61
<br />2 0" BT
<br />1.W
<br />1,40
<br />1,66
<br />-,4
<br />1'.05
<br />1.43
<br />1:70
<br />rd6CfiB
<br />E9St5s 31"T
<br />yq�d0 3 U�
<br />1.49
<br />1.49
<br />1,74
<br />3
<br />1,12
<br />1.33
<br />1.78
<br />0
<br />1116
<br />1.S6
<br />1.81
<br />3
<br />1.19
<br />1,59
<br />1.84
<br />60
<br />1.22
<br />1.62
<br />1.87 y
<br />Note: All table values shall be adjusted for other exposum and heights by multiplying by the above coofTtcimts,
<br />WtVWARD ROOF
<br />T LEEWARD ROOF
<br />FM
<br />- • - ' - ^ - -ter . ' • - --- •----�
<br />COMPONENT AND CLADDING WIND LOAD$ FOR A 131,111LDING VVI1'Ii A MEAN ROOT: HEIGHT
<br />OF 30 FEET LOCATED IN EXPOSURE 13 (psf)
<br />06ft
<br />tall othstr halts u,sct 44 stre�l8)
<br />�.... -,....
<br />t 7��f1�
<br />?Erb .t�M9
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<br />4
<br />51
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<br />aver
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<br />4 104f1 SUCK S
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<br />$Y btHfrt45
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<br />PERIMETER CAUl'K �•,..
<br />"14CRS
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<br />140
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<br />Zp(ts
<br />(III
<br />f4001 Angle
<br />s d ttl deytees
<br />10.0
<br />•14.8
<br />10.0
<br />•18.0
<br />10,0
<br />-21,8
<br />10.8
<br />•23.9
<br />12.4
<br />-30.4
<br />14.3
<br />-35.3
<br />151•
<br />-44.5
<br />1
<br />10.0
<br />10.0 •18.0
<br />1
<br />20.0
<br />10.0
<br />•117
<br />10.Q
<br />•14,2
<br />10.0
<br />-11.5
<br />10.0
<br />-21.2
<br />10,0
<br />-25.2
<br />11,8
<br />-29.8
<br />19.4
<br />34.4
<br />15.4
<br />-39.4
<br />1
<br />60.0
<br />50.0,
<br />•12.2
<br />10.0
<br />•13.7
<br />10.0
<br />-18.9
<br />14,0
<br />•20.5
<br />10.0
<br />•24.4
<br />10.8
<br />-28.8
<br />12.3
<br />-332
<br />14.1
<br />-38.1
<br />1
<br />100.0
<br />10.0
<br />•i1.8
<br />10,0
<br />•13.3
<br />10.0
<br />•18.6
<br />10.0
<br />•19,9
<br />10,4
<br />,23.7
<br />10.0
<br />•27.8
<br />1f,4
<br />-32.3
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<br />-37.0
<br />2
<br />1 0 0
<br />10.0
<br />-21.8
<br />10.0
<br />-24.4
<br />11.0
<br />-30.2
<br />10.0
<br />-
<br />38, B
<br />10.6
<br />•43. S
<br />1 2.4
<br />51.0
<br />14.3
<br />-69.2 2
<br />10
<br />-8
<br />2
<br />80.0
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<br />•19.8
<br />10.0
<br />•1i,9
<br />10.0
<br />-27A
<br />10.0
<br />-32.8
<br />10.0
<br />38.8
<br />11.8
<br />-46.8
<br />13A
<br />52.9
<br />15.4
<br />-80.7
<br />2
<br />80,0
<br />14.4
<br />-1 @A
<br />10.0
<br />•18.4
<br />10.0
<br />-22.7
<br />10.0
<br />•27.8
<br />10.0
<br />-327
<br />10.8
<br />-38.4
<br />12.3
<br />•14.8
<br />14,1
<br />-61.1
<br />2
<br />100.0
<br />10.0
<br />•14.1
<br />10.0
<br />-18.8
<br />10.0
<br />•19.5
<br />10.0
<br />-28.1
<br />10.0
<br />-33.0
<br />41.4
<br />-98.2
<br />11.4
<br />382
<br />13,0
<br />-43.9
<br />3
<br />10.0
<br />10.0
<br />•32,8
<br />1440
<br />38.$
<br />10,0
<br />•49.4
<br />10.4
<br />-55.0
<br />10.6
<br />- 83A
<br />12.2
<br />•72.8
<br />14.3
<br />39.0
<br />18.6
<br />•102.2
<br />3
<br />20.0
<br />10,0
<br />- 27.2
<br />10,0
<br />- 90.5
<br />10.4
<br />37.8
<br />10.0
<br />- 46.5
<br />10.0
<br />- .°,42
<br />11.6
<br />- 83.8
<br />13.4
<br />•73.8
<br />15.4
<br />- 94.7
<br />3
<br />64.0
<br />10.0
<br />•19,1
<br />10.0
<br />22.1
<br />10.0
<br />•27.3
<br />10.0
<br />33.1
<br />10.0
<br />39.9
<br />10.8
<br />-d$.2
<br />12.3
<br />-53.5
<br />14.1
<br />-81.5
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<br />•15.8
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<br />•19.3
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<br />10.0
<br />•,28,1
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<br />38 2
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<br />10.0
<br />•13.3
<br />10.4
<br />•19.5
<br />12.5
<br />•19.4
<br />14.9
<br />•23.7
<br />iT.b
<br />•27,8
<br />20.3
<br />-32.3
<br />23.3
<br />.
<br />-37.0
<br />1
<br />10.0
<br />10.0 •11.9
<br />1
<br />20.0
<br />10.0
<br />-11.8
<br />10.0
<br />•13.0
<br />10.0
<br />•18.0
<br />11.4
<br />•19.4
<br />13.8
<br />-23,0
<br />18.0
<br />,27.4
<br />lB.6
<br />31,4
<br />21.3
<br />- 38.0
<br />1
<br />64.0
<br />10.0
<br />•11.1
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<br />•12.1
<br />10.0
<br />•18A
<br />10.0
<br />•18.8
<br />11.9'
<br />-22.2
<br />13.9
<br />-28.4
<br />18.1
<br />-30.2
<br />18.8
<br />-34.8
<br />1
<br />190.0
<br />14.0
<br />•10.8
<br />14.0
<br />•12.1
<br />10.4
<br />•14.9
<br />10,0
<br />-18.1
<br />10.13
<br />-81.5
<br />12.4
<br />-E52
<br />14.3
<br />•29.3
<br />18.6
<br />-33.8
<br />2
<br />10.0
<br />10.0
<br />-26.1
<br />10.0
<br />•aa.a
<br />10.4
<br />-34.8
<br />12.5
<br />-42,1
<br />14.9
<br />-G0.1
<br />17.3
<br />58.7
<br />20.3
<br />-58.1
<br />23,3
<br />•78.2
<br />2
<br />20.4
<br />10.0
<br />-22.8
<br />10.4
<br />•2b.8
<br />10.0
<br />•34.5
<br />.11.4
<br />-38.2
<br />13.8
<br />-45.4
<br />18.0
<br />•63.3
<br />18.5
<br />-81.8
<br />21.3
<br />•71.0
<br />2
<br />84.0
<br />10,0
<br />•19.7
<br />10.0
<br />. -221
<br />10.0
<br />-27.3
<br />10,0
<br />-39.0
<br />11.9
<br />39,3
<br />43.9
<br />-46.1
<br />18.1
<br />-63.8
<br />18.5
<br />-81.4
<br />2
<br />140.0
<br />10,0
<br />-117.4
<br />10.0
<br />•19.8
<br />10.0
<br />-21A
<br />10.0
<br />-29,1
<br />10.6
<br />34.7
<br />12.4
<br />-40.7
<br />14.3
<br />-47.2
<br />18.5
<br />-64.2
<br />3
<br />14.0
<br />10.0
<br />-2b.1
<br />10,0
<br />28.2
<br />10.4
<br />•34.8
<br />12.6
<br />-42.1
<br />14.8
<br />-50.1
<br />17.5
<br />20.3
<br />-68.1
<br />23.3
<br />-7'8.2
<br />9
<br />20.0
<br />10.0
<br />•22.8
<br />10.0
<br />-26.8
<br />10.4
<br />•3f.8
<br />11.4
<br />•38.2
<br />43.8
<br />-45.4
<br />te,0
<br />-53.3
<br />18.6
<br />31.8
<br />21.3
<br />-71.0
<br />3
<br />60.0
<br />10.0
<br />-19.7
<br />40.0
<br />-22,i
<br />10.0
<br />-27.3
<br />40.0
<br />•33.0
<br />41,9
<br />-39.3
<br />13.9
<br />-48.1
<br />18.1
<br />33.5
<br />18,5
<br />-81.4
<br />3
<br />144.0
<br />10.9
<br />-174
<br />10.0
<br />-19.8
<br />10.4
<br />24.1
<br />i0,0
<br />29,1
<br />10.3
<br />-34.7
<br />124
<br />-40.7
<br />14.3
<br />•47.2
<br />18,5
<br />64.2
<br />r
<br />es
<br />18.9
<br />•14.6
<br />18.5
<br />•18.0
<br />19.9
<br />-81.8
<br />23,7
<br />-25,9
<br />27.8
<br />- 30.4
<br />32.3
<br />35.3
<br />37,0
<br />. X
<br />-40,5
<br />1
<br />10.0
<br />11.8 •13,0
<br />1
<br />20.0
<br />41.8
<br />-12.3
<br />1 3.0
<br />- 13.8
<br />1810
<br />•11.1
<br />19.4
<br />20.T
<br />23.0
<br />- 24.8
<br />27'.0
<br />-28.9
<br />31.4
<br />33.5
<br />38.0
<br />-38.4
<br />1
<br />1
<br />80.0
<br />100.0
<br />1f.1
<br />10:8
<br />•11.8
<br />•10.8
<br />12,5
<br />12.1
<br />•42,8
<br />•12.1
<br />16.4
<br />14.9
<br />•18.9
<br />•14.$
<br />18.2
<br />18.1
<br />•19.2
<br />-18.1
<br />22.2
<br />+21.3
<br />- 22.8
<br />- 21.ts`
<br />28.0
<br />26.2
<br />- 28.8
<br />-252
<br />30.2
<br />28.3
<br />91.1
<br />-29.3
<br />34.8
<br />33.6
<br />•35.7
<br />-39.8
<br />2
<br />10.0•
<br />1119
<br />- 15.8
<br />13,3
<br />-17.0
<br />18.6
<br />•21.0
<br />19.8
<br />•23.3
<br />23.'1
<br />-36,3
<br />: 27A
<br />- 35.8
<br />32.3
<br />- 41,2
<br />37.0
<br />- 47.3
<br />2
<br />211,0
<br />11.8
<br />•14.8
<br />18,4
<br />For SC I Al m 0.0929 ral, 1 mph x Q.447 ruts, I psf = 47.88 Nitn
<br />i For sAeotiv* cress or wkA speeds bbtween Roves ON" above the load maybe trderpotatsd, oterwlss use the load associated with the lower eifecilve area.
<br />s r" values shah t 4 8*9tsd for h*Vt end expasuro by tmifiplytng by ad)ustrnent ooeffidents In Table 1608,20.
<br />a gee Ft4ttto 1806.2(0) for loceUort d xorTes
<br />4 plus and minus signs slgn4 prfesuroa soling toward andaway ftart the buildtng surfaces.
<br />CAULlt pETOEtN ^ iut4
<br />VOID BUCK r3 �AP(04
<br />MAVY 9PERINd
<br />BY 4TRERS
<br />A 4 � soltt A% art1r
<br />PERINCTEN CAULK
<br />BY OtHERS
<br />EXTERIOR
<br />Xhr
<br />4 V h
<br />KPIf
<br />114111 AS REgr D
<br />ANALYS AND ANE.R00 C14ARr
<br />$ �
<br />�i�� YA�c4�
<br />06ft
<br />tall othstr halts u,sct 44 stre�l8)
<br />�.... -,....
<br />t 7��f1�
<br />?Erb .t�M9
<br />Fi,�IK �tdtP•
<br />r
<br />� 1
<br />'
<br />`
<br />d
<br />I low 27
<br />'
<br />4
<br />51
<br />4
<br />3
<br />2 0" BT
<br />�
<br />vMb1d
<br />-,4
<br />irI
<br />�
<br />_
<br />rd6CfiB
<br />E9St5s 31"T
<br />yq�d0 3 U�
<br />?
<br />i
<br />i
<br />r . f r• f
<br />?
<br />�
<br />CALLK BETNEEN
<br />aver
<br />F`
<br />4 104f1 SUCK S
<br />a 3� 321
<br />T
<br />d
<br />PTA 4 r Y 4P1<WTNG
<br />$Y btHfrt45
<br />9081 3W
<br />fiC.•d�
<br />U,
<br />PERIMETER CAUl'K �•,..
<br />"14CRS
<br />V) �
<br />'
<br />1-4
<br />,
<br />aY dT
<br />811
<br />2
<br />LZ
<br />4
<br />4
<br />S
<br />as fa.'snar
<br />V
<br />- 1
<br />s
<br />.
<br />HAZARDOUS L•UC�Atlt�gl
<br />t 2400.,2.1 THE F`I7LLOWING SHALL BE CONSIDERED SPECIF10 HAZARDOUS LOCA*"MS FOR THE f
<br />PURPOSES OF GLAZING:
<br />1. GLAZING IN SYVINGING DOORS AND FTXFT:1 AND SUOING PANELS OF SUDING �PA`f10) DOC!'R ASSEMDUES.
<br />2 GLAZING IN DOORS AND WALLS OF E.NCLo SU141ES FOR HOT TUBS, WNIRL-P'OOLS, SAUNAS, STEAM ROOMS,
<br />HATHiU13 SHOW-RS AND O"A SUCH FAuUnEG WERE SUCH GLABNO IS LOCATED 48 INCHES ((914mrn
<br />ON LESS MEASUREO HORIZONTALLY, FROM A STANDING OR WALKING SURFACE IM111IN THE ENCLOSURE Mb
<br />MMERE M BOTTON EDGE OF THE i XPOSEU GLAZING IS LESS THAN 60 INCHES (1524mrn), MEASURED
<br />VIERnCALLY, ABOVE SUCH STANDING OR i�AL1 SURFACES.
<br />3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHEEZE iliE NEAREST
<br />VERTICAL EDGE 15 W111IN A 24 -INCH 81 mm ft IUS OF 'THE DOOR IN A CLOSED POSITION AND W110SE
<br />BOttOM EDGE IS L.ESS THAN 60 INCHES (1624 mm) 111E FLOO14 OR WAIXING SURFACE.
<br />119. GLAZING IN WALLS Pf4fWeN0ICULAR TO 'HE PLANE OF 'THE DOOR IN A t7SED) pOSi1T0N IN
<br />l
<br />012 WITHIN OWELIING UNITS IN COOUP R2 SHALT. BE SUBJECT' TO 2406,2. 14)
<br />�[1iQ 1V�� �y� U �} ply � P
<br />4• �1u 3 1a p1 iA1 ET ILI T�i L1gWl a CtlNg1T1� pS1: LgCAT14N DESGE21C3EC1 1N !TENS
<br />4.1 EXPOSM AREA OF AN INDIVIOUAL BANE WE .AMIR THAN 9 aq ft (0.84m2).
<br />4.2 BOTTOM EDGE LIES$ THAN 1 e INCHES �b7 m ABOVE THE FLOOR
<br />GGpp ��gg g f �n �g y� �•
<br />Ot2�i RFACES T 1Nf9�CIiFS (9T'&mf ?fORIZONTALLY OF 1TTE PLANE OF
<br />i
<br />111E GLAZING.
<br />9, ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING 51JRFACE INCLUDING BALUSTER PANELS AND NONs'rRucnjRAL IN --FILL PANELS. i
<br />6. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUIDOOR SWIMMING POW AND !SPAS WHERE
<br />THE BOTTOM TOM
<br />EXPOSED (�)
<br />ALXING SURFACE ON THE P 5DE OOF�TTH AND ( (2) 6
<br />THE GL WIHIN 60 IN HE
<br />1525 mm) HORIZONTALLY OF THE WATER'S EDGE OF A SWIMMING POOLOR SPA. THIS SNAIL APPLY
<br />TO SINGLE GLAZING AND ALL PANES IN WULnPLE f3t"NG.
<br />F,wvlmrzu u I T L*LAbINQ IN HAZARDOUS LOCATIONS MC 2405
<br />�•,n•Y�mird.fµ.xv.rh _'4+ia.rv.YA+ +W.v:ric.:.'.{4� ...riw).'a.
<br />NO`fi•ES:
<br />i
<br />1
<br />i
<br />I
<br />I
<br />i
<br />i
<br />r
<br />I
<br />/Al-i- ^/A LL_ AIVU CLA DDING ARE DESIGNED POR
<br />A PRESSURE,
<br />ROOF STRUCTURE i5 DESIGNED FOR
<br />A . UPLIFT" PRESSURE.
<br />THE DESIGN FOR TPE MALL AND ROOF
<br />PRESSURE IS NIGHER THAN THE REQUIRED
<br />ZONE PRESSURE.
<br />SEE "ABLE i646-2A
<br />EITHIS BUILDING IS A CLOSE STRUCTURE.
<br />BUILDING 15 A PARTIALLY CLOSED STRUCTURE.
<br />BUILDING IS AN OPEN STRUCTURE,
<br />ANCPCR INBTALL.ED
<br />E3Y 1:3U I i~ t -
<br />In was where the high wind is 120 mph or more••or wit -bill 1 mile of the coal -t w4 re the
<br />I wi�03 Tire 110 inph or higher - buildings must be designed to protect ewrior windows
<br />i
<br />I and glass doors from the impact ofdebilis tossed by the wind. Or, buildings must be made
<br />strop snou to withstand
<br />g $h ilia cha11$e Ill. air pre.5sure should debri9 Pierce a witldow or
<br />glass door during a high ^winds stonll,
<br />Options For Windows. And Glass Daal s
<br />�Plywcwd shields can be used to cover them, The plywood must be at least 7/16 -inch
<br />thick and the contractor must cut them and install the anchors for them around windows i and doors,
<br />+ Shutters that meet impact testa for the location.
<br />i ♦ rot act - resistant win ow
<br />I p d Sand doors, ffI
<br />11
<br />I
<br />Efleottt(e
<br />t.
<br />4 a6 5CIt4rUl
<br />� tit
<br />d
<br />�
<br />pj
<br />O
<br />1'APC CIt
<br />0
<br />�
<br />vMb1d
<br />-,4
<br />irI
<br />rtT
<br />_
<br />0
<br />z
<br />6:I
<br />r . f r• f
<br />V
<br />}w
<br />CALLK BETNEEN
<br />aver
<br />F`
<br />4 104f1 SUCK S
<br />r
<br />d
<br />PTA 4 r Y 4P1<WTNG
<br />$Y btHfrt45
<br />U,
<br />PERIMETER CAUl'K �•,..
<br />"14CRS
<br />V) �
<br />'
<br />1-4
<br />,
<br />aY dT
<br />811
<br />40
<br />C
<br />H -4
<br />t3
<br />Ito
<br />V
<br />- 1
<br />09
<br />140
<br />f50
<br />Zp(ts
<br />(III
<br />f4001 Angle
<br />s d ttl deytees
<br />10.0
<br />•14.8
<br />10.0
<br />•18.0
<br />10,0
<br />.
<br />HAZARDOUS L•UC�Atlt�gl
<br />t 2400.,2.1 THE F`I7LLOWING SHALL BE CONSIDERED SPECIF10 HAZARDOUS LOCA*"MS FOR THE f
<br />PURPOSES OF GLAZING:
<br />1. GLAZING IN SYVINGING DOORS AND FTXFT:1 AND SUOING PANELS OF SUDING �PA`f10) DOC!'R ASSEMDUES.
<br />2 GLAZING IN DOORS AND WALLS OF E.NCLo SU141ES FOR HOT TUBS, WNIRL-P'OOLS, SAUNAS, STEAM ROOMS,
<br />HATHiU13 SHOW-RS AND O"A SUCH FAuUnEG WERE SUCH GLABNO IS LOCATED 48 INCHES ((914mrn
<br />ON LESS MEASUREO HORIZONTALLY, FROM A STANDING OR WALKING SURFACE IM111IN THE ENCLOSURE Mb
<br />MMERE M BOTTON EDGE OF THE i XPOSEU GLAZING IS LESS THAN 60 INCHES (1524mrn), MEASURED
<br />VIERnCALLY, ABOVE SUCH STANDING OR i�AL1 SURFACES.
<br />3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHEEZE iliE NEAREST
<br />VERTICAL EDGE 15 W111IN A 24 -INCH 81 mm ft IUS OF 'THE DOOR IN A CLOSED POSITION AND W110SE
<br />BOttOM EDGE IS L.ESS THAN 60 INCHES (1624 mm) 111E FLOO14 OR WAIXING SURFACE.
<br />119. GLAZING IN WALLS Pf4fWeN0ICULAR TO 'HE PLANE OF 'THE DOOR IN A t7SED) pOSi1T0N IN
<br />l
<br />012 WITHIN OWELIING UNITS IN COOUP R2 SHALT. BE SUBJECT' TO 2406,2. 14)
<br />�[1iQ 1V�� �y� U �} ply � P
<br />4• �1u 3 1a p1 iA1 ET ILI T�i L1gWl a CtlNg1T1� pS1: LgCAT14N DESGE21C3EC1 1N !TENS
<br />4.1 EXPOSM AREA OF AN INDIVIOUAL BANE WE .AMIR THAN 9 aq ft (0.84m2).
<br />4.2 BOTTOM EDGE LIES$ THAN 1 e INCHES �b7 m ABOVE THE FLOOR
<br />GGpp ��gg g f �n �g y� �•
<br />Ot2�i RFACES T 1Nf9�CIiFS (9T'&mf ?fORIZONTALLY OF 1TTE PLANE OF
<br />i
<br />111E GLAZING.
<br />9, ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING 51JRFACE INCLUDING BALUSTER PANELS AND NONs'rRucnjRAL IN --FILL PANELS. i
<br />6. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUIDOOR SWIMMING POW AND !SPAS WHERE
<br />THE BOTTOM TOM
<br />EXPOSED (�)
<br />ALXING SURFACE ON THE P 5DE OOF�TTH AND ( (2) 6
<br />THE GL WIHIN 60 IN HE
<br />1525 mm) HORIZONTALLY OF THE WATER'S EDGE OF A SWIMMING POOLOR SPA. THIS SNAIL APPLY
<br />TO SINGLE GLAZING AND ALL PANES IN WULnPLE f3t"NG.
<br />F,wvlmrzu u I T L*LAbINQ IN HAZARDOUS LOCATIONS MC 2405
<br />�•,n•Y�mird.fµ.xv.rh _'4+ia.rv.YA+ +W.v:ric.:.'.{4� ...riw).'a.
<br />NO`fi•ES:
<br />i
<br />1
<br />i
<br />I
<br />I
<br />i
<br />i
<br />r
<br />I
<br />/Al-i- ^/A LL_ AIVU CLA DDING ARE DESIGNED POR
<br />A PRESSURE,
<br />ROOF STRUCTURE i5 DESIGNED FOR
<br />A . UPLIFT" PRESSURE.
<br />THE DESIGN FOR TPE MALL AND ROOF
<br />PRESSURE IS NIGHER THAN THE REQUIRED
<br />ZONE PRESSURE.
<br />SEE "ABLE i646-2A
<br />EITHIS BUILDING IS A CLOSE STRUCTURE.
<br />BUILDING 15 A PARTIALLY CLOSED STRUCTURE.
<br />BUILDING IS AN OPEN STRUCTURE,
<br />ANCPCR INBTALL.ED
<br />E3Y 1:3U I i~ t -
<br />In was where the high wind is 120 mph or more••or wit -bill 1 mile of the coal -t w4 re the
<br />I wi�03 Tire 110 inph or higher - buildings must be designed to protect ewrior windows
<br />i
<br />I and glass doors from the impact ofdebilis tossed by the wind. Or, buildings must be made
<br />strop snou to withstand
<br />g $h ilia cha11$e Ill. air pre.5sure should debri9 Pierce a witldow or
<br />glass door during a high ^winds stonll,
<br />Options For Windows. And Glass Daal s
<br />�Plywcwd shields can be used to cover them, The plywood must be at least 7/16 -inch
<br />thick and the contractor must cut them and install the anchors for them around windows i and doors,
<br />+ Shutters that meet impact testa for the location.
<br />i ♦ rot act - resistant win ow
<br />I p d Sand doors, ffI
<br />11
<br />I
<br />I
<br />i
<br />i
<br />i
<br />I
<br />I '
<br />I
<br />I
<br />FIOURS 16082(e)
<br />Zia
<br />COMPONENT AND CLADDING LOADING
<br />DiAG"11'r4MS LU
<br />M
<br />ids U.
<br />NOW
<br />L�.11
<br />�l tu
<br />t
<br />rt
<br />��rr�L.•
<br />:1It131«FT F!o •
<br />AP
<br />I 10Ca0111
<br />Efleottt(e
<br />,
<br />vMb1d
<br />8asio
<br />Wind Speed Y (mph • 3 BeCO(td gust)
<br />aver
<br />811
<br />40
<br />100
<br />Ito
<br />130
<br />140
<br />f50
<br />Zp(ts
<br />(III
<br />f4001 Angle
<br />s d ttl deytees
<br />10.0
<br />•14.8
<br />10.0
<br />•18.0
<br />10,0
<br />-21,8
<br />10.8
<br />•23.9
<br />12.4
<br />-30.4
<br />14.3
<br />-35.3
<br />151•
<br />-44.5
<br />1
<br />10.0
<br />10.0 •18.0
<br />1
<br />20.0
<br />10.0
<br />•117
<br />10.Q
<br />•14,2
<br />10.0
<br />-11.5
<br />10.0
<br />-21.2
<br />10,0
<br />-25.2
<br />11,8
<br />-29.8
<br />19.4
<br />34.4
<br />15.4
<br />-39.4
<br />1
<br />60.0
<br />50.0,
<br />•12.2
<br />10.0
<br />•13.7
<br />10.0
<br />-18.9
<br />14,0
<br />•20.5
<br />10.0
<br />•24.4
<br />10.8
<br />-28.8
<br />12.3
<br />-332
<br />14.1
<br />-38.1
<br />1
<br />100.0
<br />10.0
<br />•i1.8
<br />10,0
<br />•13.3
<br />10.0
<br />•18.6
<br />10.0
<br />•19,9
<br />10,4
<br />,23.7
<br />10.0
<br />•27.8
<br />1f,4
<br />-32.3
<br />19.©
<br />-37.0
<br />2
<br />1 0 0
<br />10.0
<br />-21.8
<br />10.0
<br />-24.4
<br />11.0
<br />-30.2
<br />10.0
<br />-
<br />38, B
<br />10.6
<br />•43. S
<br />1 2.4
<br />51.0
<br />14.3
<br />-69.2 2
<br />10
<br />-8
<br />2
<br />80.0
<br />!0.o-
<br />•19.8
<br />10.0
<br />•1i,9
<br />10.0
<br />-27A
<br />10.0
<br />-32.8
<br />10.0
<br />38.8
<br />11.8
<br />-46.8
<br />13A
<br />52.9
<br />15.4
<br />-80.7
<br />2
<br />80,0
<br />14.4
<br />-1 @A
<br />10.0
<br />•18.4
<br />10.0
<br />-22.7
<br />10.0
<br />•27.8
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