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r, 1y ' . •. 'Tn Kt,BEN"DO,0`��1111(n 1 04654 MAXIMUM ALLOWABLE.CLEAR SPAN TABLE ��Q�• '`" ROOF OVER OPEN STRUCTURE: Lt ND PED 549 , 3'Panels I 4'Panels 6' anels Wind• UltimatevaBadcnimete Allowable 0.024' p.o3ot 0.024' 0.030' 2Bga Steel 0.024• 0.030' 269e Speed E;xposum Lice Load Live L'dad Limit Alum Skin Alum Skin Alum Skin Alum Shin Skin Alum Shin Alum Skin Steel skin u •� (MPH) , Ndr Uplift 8/or UpOtl'. (U...). �Q•''• STATE Fz . 1-LB EPS L9 EP9 I. EPS '1.1.8 EPS 1•LB FPS 1-LB PS 1-LB EPS 1-LS EPS i .(" p _m T ' l OR. 730 B +• Ds +•2 120 10'-5" 11'-B" 17.1° 17-11" 17-1' 13'-3' 14'•8 14'-11" ��'F ,L m 130 B +• + P 1So 9'.2' 11'-9" 10'-10, .12'•3" 12'-1" 13'-0" 14'-B" 14'-11' '��SS/pNA U�.4i OpII 130 8 *•2 Pa 240 8'4' 1112• V4I' 11'-2" 11'-11" 12'-3" 13'•9" 14'-9' !/I111I1 1 E� Ind 130 .0 t-49 +. psf 120 10'-0" 11'-e' 174" 12'-10" 121•1" 131•2' 14'-9" 14LII' r�+n� >�+� 130 C +.49p +1-29 pof 180 91•2" 11'-B' IV-10" 17.3" 12'•1" 13'-2" 14'•9° 14'-11° •u �p�� 130 C +•49 P +•2 240 8'4"' 11'•1" • B'-10" '11'-1" 111.11" 12'-3" 131-9" 14'-8" Z ¢N 130 D +•50 psf +•35 120 9%s" T'10'• 10'•11" 111-8" 10'-11" 11'-11". 19'-4" 13'•8° W g _130 D +•59 psf +•35 •180 8'-7" 10'-7" • 10'•2' ..11'•S" 10'-11" 11'•11" 13'-4• 43'-0" '4 9 130 D +•68 +•36Psf 1 240 7"•i01 10'•5" 9.1• 1 10'-S" I 1W-11" ll'-6"• 1 12'•11" 13'-6° N L to ig O $ 140 B +!- BP +• 9 120 10'-0" 11'-B" _ 1YA' 12'-11" 12'•1" 13'-2° 14'•9" 14'-11" W . 140- B - *•4 +. 1B0 9'•2" 11'•9' 10'•10" 12'•3" 12'•1" 13'-2"_ 14'-B" 14'-41" .40 140 B t•49 Psf I+ 8-4-240 B' " 1 1V-2' 9'-10" -111' ' 11L71" 12'-3• 134" 1 14'-B" 140 C� +-59Ps +. 120 B'-5' I 1D'-7" 10'-11' 11'-8" 10'•11" 11'-12° 1 11'4" 1 13'-6" 1 (n' 140 C +•59 ps PI-53551 I 1Bo B'•N I 10'-T I 10-2" I 11'•8" 10'-11"' 11'•17'.1 13'.4" 1•131-6' 140 C +• B +!•• 240 7'•10" 10'-S" W-3"• .10'-5" 10'-11° 1 V-6" I 12'•11" 1 13'-8' 1 W 140 D +•71 psf 42 psf 1 120 81-6" 91-8" 9'•11" 10'-7" 1 9'-11" 10'-101, 1 12'•1" I 12'-3" F" ' 140 D *•7 P +• 2psf 160 I 8'•i" I 0'41' 0'•6" 10'•7" 1 01•11" 10140, 12'-1° I iX-3' I (V�) 140 D *•7 + 2 psf _240 r-4" 9'-6" B'-8" 0'-9" W-1 I" 10'•B" 121•11 1V-3"_ .r 155 B +• P-fs +• 120 8'-7" 10'-10" 11'-1"- I it'•11" 1 1111" 1 12'•2" 1 13'•T I 13'-B• Iq 165 8 +• 7 +T•34PI 100� 8'-8 -10 10' " 11•7" 12-2^0 -'IT-09 "" 155 B +• Ps, 240 "11" 10'-6" 94" 10`6' 1l'•I" 1V-7' 13'-0• 13'• ISE - C paf 1 120 Fir I 89 I 0•" I io,ir I JIM,- I 11'-0' 1 12'4" 1 12•5' Z o`�r. WWaC E ae 155 C * B +• In B'-2' 9'-8" 9'-8' 10'-8• 10'•1" til- 12'-4" 12'•6` Q O� 155 C +• 9ps +1.4 psf 240 T-5" 9'-9• 8'-8' 0'•10" 10'-1` 10•10" 12�-2" IV.S" ,J 8, is$ D +• pat +.49 ps 120 9'•1" 91•9" 9'-2" 10'-0' 1V-2" 11'•3' _ o; 165 D +• 2 •+ 49 psf- ISO 9'-0^ 9'-9" 9'-2" 10'-0" 111•21 11'•3" m 156 D *• +-49 P•s 240 B'-2' B'-3" 9'-2" 10'•0" 11'•2" 11'-3" u� W 1B5 B 24 +• ps r.36ps 120 B'•12• 10'•2" 10'-6" 11'-2" 10'-6" 11'-S 17•9" • 165 B +• pa +- per180_ B'•-0" 10'•2' _9_-id' 11'•1" 101-6" 11'•5" 12'•9` 12'-11' TABLE NOTES: J o _ g o 3 lea B +• ps +- Ps 240 7'-7' 10'-1" B'-11' 10'-1" 10'-5" 11%.1" 121•6" 12'•11" 1. THIS TABLE LISTS BOTH ULTIMATE AND ALLOWABLE PRESSURE Q yI d 165 C +• 7 p +• B psf_ 120 B'•2" B'•2" B_6" 10'•1" 9'-8" 10'-0' 11'•7• 11'•B" VALUES(ULTIMATE PRESSURE a 1,67•ALLOWABLE PRESSURE). `rJ 10 -- - ULTIMATE PRESSURES SHALL BE USED ONLY WHEN ULTIMATE ' 8 166 C + 7 �7 1B0 7'•10" 9'•2" r 9'-3" IV-1" B'-B` 10'•4" u 11'•7" 11'-8• PRESSURES ARE GIVEN FOR A SITO SPECIFIC INSTALLATION. 185 C +•1 psf +• ps 240 T•1' 9'-2" B'•5" 9'-0" 9'•B" 10'-4" 11'•7" 11'-8" g 165 0 *•0 p t•66 120 8'•7" 0'-7' B'-7" 0'-6" 10'-8" 10'•7' C 4 166 D +• Ps +. psf 180 B'-T' 1 9'•2" 1 8'-7" B'-S" 101-6" 10'•7" �•' 1B5 D +/-94 psf I+•66 P-f 240 7'•10' 1 B'-10 B'•r 9'•5` 10'•6" 10'•7' 170 1 a I +l-67pa «•4 par 120 1 e'-B• 1 9'-10 10'-)" I iD'-10" Io'-I" i1'•1" 12'•4" 1 12'-8" CLEAR SPAN TABLE USE INSTRUCTIONS: b 170 B I+•67 ps +•40ps 180 8'•2' 01•10" 9'-B" 10'-10• 10'•1" 11'-1' 12'-4" 17.6" 1. DETERMINE TIDE OF ENCLOSURE TO BE COVERED(ENCLOSED, as 'bra as 170 B +• ps +• Opsf 240 T•6` 9'•10" B'-0" B'•11" 10'•1" 70'•11" 12'-3" _12'•B" SCREENED WALLS OR OPENSIRUCfU(tE)� 2. DETERMINE THE'SITE SPECIFIC REQUIRED ULTIMATE DESIGN WIND m m m s1 170 C +•B +• BO 9'•2` 9'•10" B'•2' 10'•0^ 11'-3" 11'-0' SPEED(MPH),IN ACCORDANCE W1I}i THE FLORIDA BUILDING ft �{¢B 170 .C +• 2 ps +•4 120 B'•2^ 9'•10" 9'-2` 10'-0" 1 i'•3" 11'-0" CODE. 170 C +•B2 pe +• g psf 1B0 0'•1" 9'•10" B'•2" 10'-0' 11'-3" 11'-0" 3. FIND ALLOWABLE COMPOSITE PANEL CLEAR SPAN IN TABLES FOR al d rd APPROPRIATE PANEL DEPTH,FACING THICKNESS,AND EPS CORE D ii 0 F 170t C +-02 +• 240 8'•3" 9'-3" B'•2^ 10'-0" 11'-3" 11'-0' DENSITY SELECTED. M. ®INDICATES VALUES NOT VALID FOR USE. a $ 170 0 *•101 + B 80 B'•4 B'•11" 8'-4" 9'-1' 10'•2" 10'-3" R ®®® 170 t D +•1 t• psl 120 8'4" B'"11" B'-0" 9'•1' 10'-2" 10'3".• d 170 D +• 4 +• 1BD 8'-0• B'-11° _8'4" 9'•1" _ 10'-2" • 1aa' DEFLECTION NOTES: _ 170t D +' + Ps 240 7-8' 8'-8" B'-0" 0'•1° 10'-2• 10'-3' 1. DETERMINE E REQUIRED DEFLECTION LIMITATION PER THE 1 176 C +•8 +-62 psf80 8'-11' 9'•6" 8'•11" B'-9" 10'•11°. 11.'-0° MINIMUM REQUIREMENTS ILLUSTRATED IN THE FLORIDA - BUILDING CODE, 1761 C +• + 6 100 8'•10" y 9'-6" B'-11' B'-8" 10'•11" 11'-0" 2, (t)INDICATES ROWS FOR USE,WLTHIN THE HVHZ ONLY, 176 D +- W *T�Psf 80 8'-1" B'•8' 8%1" 6'•10" B'•11" 9'-12' DEFLECTION LIMITS CONSIDERED FOR USE IN THE HVHZ ARE: � T 175t D +• PS +-B Ps •iso 8'•1" 8'-e• e'-1". 8'-10' 91•11" 9'-12' � 2.1. L/80 FOR SPANS 512'•0* •15-2409a ' 180t C . •+•92 +••55psf 120 B'-B'' 9'•3' W.8" 9'-6°. 10'•7- 10'-9' •2.2• -USED FOR SPANS;-13'•0" eDALEI •, 1e01 C *F 92 ps +. 6p 1Bo B'•B" 9'�• e'-e^ s'•a" 1o'-r 10'-91 OTHER CONSIDERATIONS: PAGE DF9glIpRON, 1801 C Psi +•5•+`Psf 240 T-11" 0'-11' •B'•8" 9'-8' 10'-7". 10'-0' 1, FRONT OVERHANG MAY BE UP TD 3'-0'WITH VALUES USnD HEREIN, . F " MAXIMUM UNSUPPORTED SIDE OVERHANG IS 25%OF LAST PANEL of WIDTH(Le.12`MAX FOR 4B•PANEL WIDTH)• w •