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<br /> o FOUR SEASONS ® SYSTEM 4 STRAIGHT EAVE SUNROOMS oQ FOUR cSEASONS SYSTEM 4 STRAIGHT EAVE SUNROOMS
<br /> 1( ® s ENGINEERING INFORMATION linO© S u N R o o M S ENGINEERING INFORMATION
<br /> EFFECTIVE DATE.7-18-97 EFFECTIVE DATE: 7-18-97
<br /> BW GG XH BW GG XH
<br /> SLT GLAZING BAR GLAZING BAR ROOF LIVE WIND WIND WIND WIND WIND WIND MI SLT GLAZING BAR GLAZING BAR ROOF LIVE WIND WIND WIND WIND WIND WIND
<br /> MODELS O.C.SPACING TYPE LOAD(PSF) (MPH) (PSF) (MPH) (PSF) (MPH) (PSF) MODELS O.C.SPACING TYPE LOADk /m2
<br /> ( g ) (km/hr) (kg/m2) (km/hr) (kg/m2) (km/hr) (kg/m2)
<br /> * (cm) *
<br /> 3 2'-6 6/8" 4GB 240 a 130 43 120 37 85 18 3 77.79 4GB 1172 209 211 193 180 137 90
<br /> oil
<br /> 5 2'4 6/8" 4GB 90 130 43 , 115 34 85 18 5 77.79 4GB 439 209 211 185 165 137 90
<br /> 2'4 6/8" 4GB 38 120 37 110 31 85 18 77.79 4GB 186 193 180 177 151 137 90
<br /> 8 2'-05/8" 4H8 53 120 ,, 37 110 31 " 85 18 8 77.79 41113 r 259 193 180 177 151 137 90
<br /> 2'-6 6/8" 4GB+4RS 100 120 37 110 31 85 18 77.79 4GB+4RS 488 193 180 177 151 137 90
<br /> 2'•65/8" 4HB+4RS 100 120 37 110". 31 85 1g.., 111111 _ , `;77.79 4HB+4RS 488 193 180 177- ::151 137 90 ,
<br /> 24 6/8" 4GB 20 115 34 100 26 75 14 77.79 4GB 98 185 165 161 125 121 70
<br /> 10 2'4 5/8" 4118 30 115 34 100 26' --76 . 14 " I 10 77.79 4HB 146 -- 185 165 ` 161 125 _ 121 70
<br /> 2'4 5/8" 4GB+4RS 75 115 34 100 26 75 14
<br /> 77.79 4GB+4RS 366 185 165 161 125 121 70
<br /> 2'4 6/8" 4183+4RS 75 . 115 34 100 26 75 14 /PI 77.79 4HB+4RS 366 185 165 161 125 121 70
<br /> 2'-6 6/8" - 4GB 10 105 28 90 21 70 13
<br /> 13 24 6/8 4118 15 105'` 28 90 21 70 13 " 77.79 4GB 49 169 138 145 101 113 61
<br /> 13 77.79 4HB 73 169 138 145 101 113 61
<br /> 2,-6 6/8" 4G8+4RS 50 105 28 90 21 70 13 77.79 4GB+4RS 244 169 138 145 101 113 61
<br /> 2'-0 6/8"- 4HB+4RS 58 105 28 90 21 70 13 ' MI 77.79 4HB+4RS 283 169 138 145 101 133 61
<br /> 15 2'-0 6/8" 4GB+4RS 35 95 23 85 18 70 13 f
<br /> 2'4 5/8 4HB+4RS 40 95_ 23 -.,85 18 70 : 13 15 77.79 4RB+4RS 171 153 113 137 90 113 61
<br /> 77.79 4HB+4RS 195 153 113 137 90 113 61
<br /> 3 3'-0 6/8" 4GB 200 130 43 120 37 85 18 MI
<br /> 5 3'4 6/8" 4GB 75 130; 43 115 34 85 18 3 93.03 4GB 976 209 211 193 180 137 90
<br /> 3'-0 6B" 4GB 32 120 37 110 31 85 18 5 93.03 4GB 366 209 211 185 165 137 90 •
<br /> 8 3'-0 6/8" 4HB 44 120 37 110 31 85 18 93.03 4GB 156 193 180 177 151 137 90
<br /> 3'4 618" 4GB+4RS 85 120 - 37 110 31 85 18 8 93.03 4HB- 215 193 180 177 151 137 90
<br /> 3'-0 5/8" 4HB+4RS 85 - 120 37 110 31 85 18 93.03 4GB+4RS 415 193 180 1'7 151 137 90
<br /> 3'-0 6/8" 4GB 17 115 34 100 26 75 14 93.03 4HB+4RS 415 193 180 177 151 137 90
<br /> 10 3'-0 5/8" 4HB' 24 115 34 100 26 75 14 93.03 4GB 83 185 165 161 125 121 70
<br /> 3'4 6/8" 4GB+4RS 62 115 34 100 26 75 14 10 93.03 4119 117 185 165 161 125 121 70
<br /> 3'-0 5/8" 4HB+4RS 62 115 34 100 28 76 14 93.03 4GB+4RS 303 185 165 161 125 121 70
<br /> 3'-0 6/8" 4GB 8 105 28 90 21 70 13 93.03 4HB+4RS 303 185 165 161 125 121 70
<br /> 13 3'-0 6/8" 4HB 12 105 28 90 21 .- 70 ' 13 - 93.03 4GB 39 169 138 145 101 113 61 , 4(..
<br /> 3'-0 6/8" 4GB+4RS 42 105 28 90 21 70 13 13 93.03: 4HB 59 169 138 145 101 113 61
<br /> 3'-05/8" 4HB+4RS 48 105' 28 90 21 70' 13 93.03 4GB+4RS 205 169 138 145 101 113 61
<br /> 15 3'-0 5/8" 4G8+4RS 30 95 23 85 18 70 13 93.03 4HB+4RS 234 169 138 145 101 133 61
<br /> 3'-0618" 4HB+4RS 35 95' 23 85 18 70' 13 15 93.03 4RB+4RS 146 153 113 137 90 113 61 C�
<br /> *ROOF LIVE LOADS FOR 8W,GG AND XH MODELS ARE THE SAME. 93.03` 4H6+4RS ""171 153 113 137 90 113 61
<br /> Q`!ty 'u w c.iifi ae..°,F', Fa.f„ 7> ROOF LIVE LOADS FOR
<br /> iI�V"p�1 J !:tl,,,;;;•,-)k
<br /> .9 : °u.• ♦".` C t4,1-._aC ENGEF
<br /> '"""� \ ` b" .i, ,�:'�" �, ..a1,nc�,..- A
<br /> ,�^��L BW,GG AND XH MODELS ARE THE SAME.
<br /> -I RO.INF. .. - fey \' _ • .t,;Af .' . T'4' ua"2Fem2 + -I � ._ aF`). •!� \ le : }4R Of .:t.�l p, •M�9�. ,li,: ��.\ O�%W!':^F ! in% ♦c ..c[q♦\ / �'� y}} .F. l0/'" 1 Z r% a\ 4�;9 / Y� 6i'^" ! "ecl+'� , .--- ° ''` th 'F 1,: Ili .(raj**1 '�, w.Re'ce\' *V J 231 + .`w, u m••,. i S/Rp 10169 `a\ 111 �V•'r•, \I T��s
<br /> �j...,r a/,! I wta s �I
<br /> ALABAMA ARIZONA CALIFORNIA COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA IWNOIS *� i/ • � ,F 11;.:•:!‘'':-;•.*)
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<br /> :, gW, , "'"^ 4'." .9.u4 a474.;\ ALABAMA ARIZONA
<br /> J�•N� CA �, c° cCALIFORNIA COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA ILLINOIS
<br /> LAWRENCE
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<br /> KANSAS LOUISIANA MARYLAND MASSACHUSETTS MICHIGAN MISSOURI - `
<br /> U I NEBRASKA NEVADA NEW JERSEY - '„,""' p) .a E
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<br /> r 5 ..,� 'b w `s .a♦o KANSAS .LOUISIANA MARYLAND MASSACHUSETTS MICHIGAN MISSOURI NEBRASKA NEVADA NEW JERSEY
<br /> 1110 ROr*SF_/ ' /'T�(` .l . _ �! • ; l 1\ NEGOF 4....,
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<br /> NEW MEXICO NEW YORK NORTH CAROLINA OHIO OKLAHOMA OREGON .F. )' 1( . w - • ••uzn• c
<br /> NOTES PENNSYLVANIA PERTO RICO SOUTH CAROLINA u>c♦ oRfco. uc...- _ ,
<br /> 'a'YCI=f.`f S'..11.91.14'
<br /> �i�-..� r.;,..,z f���.w«•�•-.0�� i.E{'/e �LyIIF 4� rfj 1 Jg ;•: ,7 .�`•Cs'CF1)ALUMINUM ALLOY FOR GLAZING BARS IS 6005-T5. �l3 �f�y�// �! M�+�� ♦4"'`.-a.p �� ti-».t,W sy" .. '.♦ 4 01'tt. f FSc •n,„o► `'"♦"tE F.ec+' f.iv:+ i rF�oc� ••,�„Ct�rNEW MEXICO NEW YORK NORTH CAROLINA OHIO OKLAHOMA OREGON PENNSYLVANIA PERTO RICO SOUTH CAROLINA
<br /> %1� F NOTESa�ia, ii ♦ a 2)DEAD LOAD OF ROOF SYSTEM IS 7 PSF ct /./�//-+
<br /> q -^"•'/ 4�1e " �••...1 .6.
<br /> i°+; Yr�� '�� S�,.• y 1)ALUMINUM ALLOY FOR GLAZING BARS IS 6005.75.
<br /> .•„,...:7,
<br /> 'r r� r`O" � :f 3)ENGINEERS CERTIFICATION:1 LAWRENCE FISCHER CERTIFY THAT THESE y/I , ___ .,i..• '-'7mporiv,`•••=', . .:: 2)DEAD LOAD OF ROOF SYSTEM IS 34 kg/m'
<br /> TENNESSEE ENGINEERING SPECIFICATIONS HAVE BEEN PREPARED UNDER MY DIRECT IMP �[:rV ,....}0,01,/, -�,� .-7•
<br /> TEXAS UTAH VIRGINIA WASHINGTON SUPERVISION AND THAT I AMA REGISTERED PROFESSIONAL ENGINEER IN THE q ♦ •,.ti 1maq:.,"• ��,� p
<br /> •nco.y I�•N en*Ort Mt 1+•►rq.e6 STATES SHOWN.
<br /> i�.:\......
<br /> 'ar.._i i� 1 3)ENGINEERS CERTIFICATION:I LAWRENCE FISCHER CERTIFY THAT THESE
<br /> r `""" `•tl""�°'F""°`p .97�"` TENNESSEE ENGINEERING SPECIFICATIONS HAVE BEEN PREPARED UNDER MY DIRECT
<br /> •
<br /> ""`" raw,my dine iid I TEXAS UTAH VIRGINIA WASHINGTON SUPERVISION AND THAT I AM A REGISTERED PROFESSIONAL ENGINEER IN THE
<br /> ' -` •day 1I•vord r,.r�.r t. 4)CONNECTIONS TO,AND ABILITY OF EXISTING STRUCTURE TO SUPPORT SUNROOM pcwy I r�entity -.tW M•r.r•r► STATES SHOWN.
<br /> y _ MINNESOTA r_ .Yw.1 W stir FF MV me. MUST BE EVALUATED SEPARATELY! rief eaten".sr report s s-u-.d W r A_�J
<br /> w�Ff�/ �...L 11111.11 mw.r dine.y..w r ur I.. 41:1 --r/+4e.a./
<br /> WISCONSINROFD.s. Maar 5)WIND SPEEDS ARE BASED ON BASIC VELOCITY PRESSURES.WIND SPEEDS FOR ..‘'4•41•g71,-
<br /> •e.y A•e9t".+r..trr••••1 Impair 4)CONNECTIONS TO,AND ABILITY OF EXISTING STRUCTURE TO SUPPORT SUNROOM
<br /> FILE:ROFENG 13.CDR the. •�194/1:1_,3 7B SB 8 9-0 SIB BAYS ARE THE SURE BECAUSE THEY ARE UMRED BY THE GABLE `n ►t MINNESOTA �trim.of 51994 of MUST BE EVALUATED SEPARATELY!
<br /> 1MSCpdM t.......room. 5)W!!*D SPEEDS ARE BASED ON BASIC VELOCITY PRESSURES.WIND SPEEDS FOR
<br /> ' • WI NON > r+No.z��!3 77.70an&93 03a BAYS ARE THE SAME BEryAUSE THEY_ARE UMITED BY THE GABLE
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