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<br /> MAXIMUM ALLOWABLE CLEAR SPAN TABLE ' -
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<br /> ROOF OVER OPEN STRUCTURE: ;9'. Ai Ofo N �� i�
<br /> � j � _ 3°Panels_____ 4"Panels _ __ 6'TiPaneis �pT'•. p�v ��'
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<br /> 4 �Live Load 0.024° 0.030" 0.024° I 0.030" I 26 a Steel 0.024" � 0,030° 26 a ����is' rI�'�[(l � �5 f
<br /> a Speed ;Exposure'�or Up6fl Limii q�um Skin Alum Shin Alum Skin Alum Skin Skln Alum Skin�Alum Skin Sleel Skin ���i W�A ��1 �� �
<br /> ,� (MPhi) I (U..) _ ' ��/ A,1J,U1��J� ��,�{i���U
<br /> � __ _ i ___I_ � __ 1-L�EPS 1-LB EPS 1-LB EPS'�LLB EPS I 1-LO EPS 1-LB EPS;1�LB EPS 1_LB EPS 3'� 0 W�=�-y z d
<br /> 130 I B i*I-28psfL_.120__10�-5" ����0� �Z•_�• 12'_11" 'I '12�-��.____13�-3• -r14�y�� - 14�-��••-- L•�L ULL FW
<br /> 130 I B I�l-28Psfj 780 9�,Z,. ��._9. �p,_10. � 12�_3,� i 12,_��� 13'-3" � 14�_9,. 14�_��,.- U I� �Q W �sC7
<br /> -�______'____
<br /> 730 B '+l-28 psf�240 9�-4" 11'-2" 9'41• 11�-2" - ,°m.n$o
<br /> ____�___ ___ ' _-._.- �_11_11"_.'.�2'3.__I 13•-9�� 14'-9" Z oy W
<br /> 130
<br /> � __130 i_C-f-+/-29 psf 120 -'_.10�_4�� ���_B. t2._p.. 12,_��d_�I._�Z�.��� 13�_p, ?''ly._9.- ta,�i,. W W o ti p��b 3
<br /> � _-. ! C '+1-29ps1 I 180 -9•�2••- 11'-8" 70'-10" 72��9�•-I 12,-1�•-� 13•_2° I 14,8" 74,iT, � W r� �3
<br /> � 130 I C +/-29 psf'�, 240 8'-4•• 1'I•-1" 9'-10" 11'-1•' ' 11••11'• 1Y3" 13'-5' i4'-8" y�� �3
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<br /> � __730_ i D I�/•35psf� 120___9.-5"_ _-10'7•'- 10'-11"_ 11�,g" � 10'-it" 11•41•�; 13�-4•' 19�-8" p W°% �
<br /> _ '...-.' ._-_ . . __ . - - , ,_ W-.
<br /> � 130 I D �N-35 psl'� 180 8,-7" 10�-7" 10'-2" 11,-g,� � 10'd 1" 11'-11" . 13.4" 13•6•, ' .'�i p yt
<br /> q 'I30 � D '+!-35 psl� 240---7'40" -10'_5,• 9•3'• 10•-5" � 10'd 1" 11'-5•• I 17-11" 13'-6•'
<br /> � ' ____. ___' ___ __.__ _____.._'.__.'__ __'_.____ ._.__._ ___-_
<br /> a 140_ I B j�l-28 psf� 120 10�-4•� ���-9•� �Z�-�" 12'-11" .1._12�-�" �3�-z" I 14��fl" �4,���„ �
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<br /> �, 140 B 1�l_29psf:� 180 B'-2" tY_9•' 10'_70„ 72,-3•' I 72'-1" 13'-2" 1 14•9" � 14'-H" �
<br /> 140 B �tl-29 p5f� 240 8��3• �1•-Z•. 9'-10•. ��'-�•- ; 11•-�1••- 1 z�-3�•- � "13�-8"- -�4•-8••- W
<br /> 6 _ 140 .,._C_ 1.1-35Vsf! 120_ _.9,_5„ 10,_��� - 10=17„_-�-���_8.-�._i_�p�_��6_ _N'12•'��',- 13•4"_." 137�:�.- F"" .y
<br /> 4 - 140 ' � �ll-35 sl i. __ _ '_'. __._ ' '.` _._.. ' ___-_y=_`_.___ _ __- m
<br /> _ P 180 8�T� 1U�_T� 1��-2" 17,�6� � 10'-01" 11'.12" 13'4'• 13'6'•' U�
<br /> 140 . _._ ___.___.`_'_--____ '___ _______�_.____..___' - ' - ''__ �
<br /> -__ �
<br /> � � ,+/-35ps1: 240 7'-10" _.10�"5• 9�3" 1��8• 1��"11" 11,'8" 12,'11•• 17•6•• � y��
<br /> -_ D t/-42psf 120__ 8.6.__ B•-8•' 9'-11" �_70(7,: ; 9'-11..__.10•10° _ 12_7" 12•3" - � Q 52�i
<br /> „ .___ __ .___'___________-_ _ _ __ .__-_' '_ __ __. _ _. ._{_ _..' _ '___
<br /> S 140 0 i+/-42ps(� 180 8�1" 9•-9" g'-6" 10,-7" ! 9'_71" 10�-10"_I '1T'I�f, 1Y�J�. p a u1 ik
<br /> 8 __140 __._�__�+6 42 psf_240_ 7'_4"__I 9.g_ _ 8 8� _ 9�"9 !_9'•11" _10�-8.'_ I 12.-1"_ 12'3'•�' Z q n n ���
<br /> � __155 __ _B _''1-34 ps1� 120 _ B'_j" 10'-10" N'-1" 11'-11" , 11•--1" ' "12,-2"'' 73,-7"' 13'-8" p--i ���`+ p O
<br /> ' __ _. . ._-._ ____ _ ___' _ _'_._.-__'_-_-_ _
<br /> a 155 , g �.l-34 psl; 180 .. 8•�8" � 10'-10" tp-3" 11�_�,. � ��,�„ �Z.=z„- ,-13�_�,-.-- 13,9. Y N �E n ,
<br /> � 155 I g ��1-94 sl i.__._. .._.'__ . ......... . . . r,__ .__- ._'�.'_ _. . �m �
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<br /> . _i_ P � 240 7..��, t ��._6� 9.�.� ��,_8�. ��,_��. 11'7"_i._73_U�_ __13'_9'_ J ¢�� u Q
<br /> "_. . _______ ._____ -_.___ __-____
<br /> 155 I C +/-41 Psl� 120�- 8'8" - -' � t-1 w
<br /> � � 9._9., ��._�,. � f0,_9d 10,_�„ ��,.0. 12,_4. �Z._5. �E m � �
<br /> d 155 ' C '�1-41 psf' 180 8�-2,. 9��9• B�-8,• �0�-9" ; 10'1'• 11'0'• ., �2,4,• �Z,5„ = m�n� 0°�••
<br /> � � _ __' � ..
<br /> `� 155 i C i+/-41 5f i
<br /> a - __ . '_.._ ' 12•-2•• �Z•-5•• m n O a ��
<br /> P � 240 7'-5' 8'-9" 6'-9" 9'-10•' 70'1•' 1p'.ip" �,
<br /> _-155 ' D I�1-49psf i 120 9�_�• 9�-9" � 9�-Z• ��,��" i 1T-2, �1,3" J ¢�a
<br /> 155 0 '�/-49 psf I 180 9•0•' 8' J
<br /> a` i 9, g�_Z.. 10'-0' ; 11._2„ ���,3. ��¢
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<br /> � _155 I D �rl-49psf I 240 _ 8,-Z�� 9�-3" � g,-Z"_ 10•-�,. I 11•-Z�� 11 3_ ��y�
<br /> y 165 B '+/-38psf%� 120 B'•12" 10�-Z" ����5" ���-2" � �0•-5" '11��5��'-��12��9••- �Z,-��„ 0
<br /> ___ _
<br /> • 165 ' B i t!-38 psf' 1B0 8.4.. 10'-2" B'-10' 17.1" - 10,5'- 11'-5„ ' 12'8., 12,11,. �
<br /> F 18� B�'1-38psf: 240 7�_T� 10'-1" B'-11" 10•-1" 1��-8•- 11�-1" ! 12,8" 12�-11" _
<br /> _�-_'__ '_ '_ --_._'_'__"___'___'-.-'
<br /> ry 165 ' C :+l-46psf? 120 8�-2�� g�-2" 8'-5" 10''1'_� g•s,� �0��4"� 11��T. ���-8, � �
<br /> � 165 C j al-48ps1�-_1B0 -7'10" 9�_Z•• 9'-3" _ 10�_'I• j 9�-B" 1U�_4" it'_7'_ 11�_8" ' (J�
<br /> � _ 165 ,_._ C -'�l-46psf _ 240 _ 7•-i•- 9•-2" 8•-5" _-8'-6" ! _9'-8.' _70'-4`�_. 11'-7''_' 11'-8" I CLEAR SPAN TABLE USE INSTRUCTIONS: « �
<br /> E 165 , D ;i�•56 psf� _jZp_ g'-7^ 9'-2" i 8'4" 8'-5"_ 10'-8" 10'-7" 1. DETERMINE TVPE OF ENCLOSURE TO BB COVERED(ENClOSED, a�q�'� � �
<br /> _ 165 I D i I-58 ps(I igp g'-7^ g'_p^ i g�.j+ 9'.5" 10'�6" iD'-�" SCREEtJED WALLS,OR OPEN STRUCfURE). g g� � �.�
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<br /> �---� ------- ---- "--' '-- "'-- - -- -' ---'- 2. DETERMINE THE SITE SPECIFIC RE UIRED ULT] A DESI
<br /> '' 165 � '+l-5fips1� 240 / /! 7'40: 8._10, � 8�_�,� '9(g., 1 �p..6�� ��,.�,� Q M TE GN WIND ��
<br /> " SPEED(I•1PM)�IN ACCORDANCE WITH THE 2010 FLORIDA 9UILDING � -��
<br /> '_ "'_ _ _'___- -" ' __'
<br /> ___'
<br /> , i "___' '___' ''__ _' ' -
<br /> 5 170 , B �+1-40 psf 120 8'-8" S'-10" 10•-'I" 10'-10" I 10•-1" 11�-7" �' 12��q" 12�_8" CODE. �{�� � b R�
<br /> _____' _ '.._.� ___ . __ . __
<br /> � 170 � B ��'40 Pg� 180 8'-2" 9'-10" 9'-8" 10'-10" I 10'•1" 11'_7" ' 12'-4" 12'-6" 3. FIND ALLOWABLE C0�1POSITE PANEL CLEAR SPAN IN TA9LE5 FOR � �
<br /> a 170 � B r+/-q0 51' � � APPROPRIATE PANEL OEPTM,FACING THICKNE55,AND EPS CORE �
<br /> _" " _ __ __ _ ___ _ _
<br /> _ P 240 7'-5" B'-10" B•--5' 9�-71" ` 10'-1" 10'-11" ' 12•3" ' 12••8• SELE ED �YS , �
<br /> � "-- ,"'_ ____ ___' ' _ ' _ _ . _ ' _ '-_' ' '_-_ '__ _ _
<br /> g 17D C �+/-49psf 120 . . 9'2" _ B'-10"-�; 9'-2" 10'-0•' ' 11'3„ 11'-4• 4. DE�INOICATESVALUESNOTVALIDFORUSE. `���5��g$
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<br /> r _170 C i+/-4Bpsf i 180 9•-��. 9'd0" ' 9,-Z" 1�,�0" ' 1�•3" .'_j1�-4• . I � 9�kag� �
<br /> LL �_,�o ' c ?Ll-49psf�- zao-- 8._3° 9,-3. 9.-2.. -�o.�o. i ,�._3.:-- �i_-<' DEFLECTION NOTES• �� �d6�g�
<br /> .s ,170 _ D '*%-60 psf�_ .120 _ - 8�-40_ -_B'-11_. _ 8_4„ __ B 1•_��'1�•7.'_ ���._3.- ' a
<br /> - - �----= - -�-------- -- .- ------- -- I. DETERMINE EQl11RED DEFLECTION�1MITATiON PER THE
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<br /> a` 170 D �N,6D psf I �g0 8'-4" ,8'=17': : 8'-4" _ 9_7_ � 10'-7' 10'-3_ MINIMUM REQUIREMENTS ILLUSTRATED 1��TNE 2010 FLORIDA ��$� � '� �
<br /> _770 � D �+/-80 p5f� 240 7'-8 B•8" B'4" 8'1" 10'2^ 1p'9^ 9UILDING CODE. �a�� . . ; �
<br /> 180 ' C�-- N-55 psf I 120 B'-8 9'-3••-i 8'-B" 9'-6" , 10•_7" 10'-9"
<br /> 180 ; C '+/-55 psl� 180 8•-B" 9•-3"_-` 8�-6- 8�8•• 1�•7• �O��y" fAP(IUGHiENGINEHiING WRESS
<br /> ,eo � -c'+i-ssPsr� -zao- i�-ir - e�-„-�� '--a�=s°-s•-s•�i ,o•a�• ,o-a° OTHER CONSIDERATIONS: 12-STRUC-01
<br /> 1. FRONT OVERHANG MAY BE UP TO 3'-0'WRN VALUES LISfED HEREIN. SUILE• OB
<br /> MAXIMUhI UNSUPPORTEO SIDE OVERHANG IS 25%OF LAST PANEL
<br /> � WIDTH{I.e.12"MAX FOR 48'PANEL WIDTN). �AGE DESCNv770N:
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