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MAXIMUM ALLOWABLE CLEAR SPAN TABLE ROOF OVER OPEN STRUCTURE:
<br /> Wind Deflertfon •Pa is 4'Pa as ..
<br /> Spell Ekpasute LLfe Load Lkrit 0.024' O.D30' k02a' 6(L a-s
<br /> (MPH) B/Dr UpfiR lum Skkl Alum Skin tum ktn Attrn krn Stetl95tdn um SkZ'rin Ium kIn 9a
<br /> 74,6 EPS i{g EPS!-LB EPS 1- �� FRANK L BENNARDD,P,E.
<br /> 8° 20 sf 120 Ep3 1-LB EPS i{,B EPS T-LB EPS 1-LB EPS _
<br /> B i/_
<br /> • 80 B +/-20 sf fa0 10'-0' 139'•. f3t,1` ,5'a' 74'-0" TStg+ iR6' iT-8° ,„ ,',__-
<br /> 8 17*8" - •
<br /> a 1Z� 1t`1 '2'a' 3'-0" f3 g• is'-s f6*6. MAXIMUM ALLOWABLE CLEAR SPANS FOR ADDITIONAL LIVE UPLIFT LOAD'
<br /> 80 C it-ZO sT i2D it'S' 13:1T' 13:11' 15J• i4'-0" OJ�VJJGSI,�V
<br /> B° D `/"2° st lsa tow 139' zz 138 1Ss lna' tre' PRESSURES-SC &OPEN
<br /> Oeecl SEE NOTE*
<br /> 80 C i/'20 240 g:4' 14'-0" 15-1° 1g.12' REEN ENCLOSED _ ,..
<br /> 86 D +/-20 sf 120 11'a• 13'-1 f• f3:77T 12'a3• 13-0" 13.9" 1b'-5^ 78'-8' 3•Pane75 9"Panels :g itA D �/'TO sl 180 f0'-0" 13-8• 174' 16'a' S4-0" TS-8" tr$ iT$' i.ite Lvatl O 0.O2d' 6'Paneis vnuu voa�r nwTorvivua
<br /> 3 ,� D +/-20 t3'-0• 14�•' SS:T' 8/orU:ih Limit 0.030" 0.024' 0.030' 28ga 0.024'um Skin S O,O3p' uDDRYN7INOPoQUI D7CNFPR6
<br /> 240 0'4' 1T-0' t 1'-1' 17A• f3'-0" 78.12• ir$ P tum Skin Alum Skin Atum Sktn Aiteel SMn A4Lm Skin ARmt Steel a
<br /> a 100 a t-20 18D 10'4' 15'-g' 1-16 EPS 1{g EPS 1- teel tD N�� C +�-2D s1 240 8:4' 1T6' f3'8• 14-0` 15-1' 18'- iT$' �-TO psf t20 14-70' 18'-°. iT$PS 1-IB F.PS 1{B EPS 1.LB EPS 7-LB EPS i-LB EPS �0.41�
<br /> q 100 C + 20 81 120 11'4l' t3'-!1' 13:17' iSJ' 13'-0" t3-a" i6'$ 16:9' +/ lO Psf 100 72'-12' 18:0' Y5'q" iB-9• 20'3' 21'.B• 24'-0" 23,-p,• 0'�m L�
<br /> 70'-0' 14'-0" 15-8 iT-� + 10 f 240
<br /> 13J^ i7:B' it''H' i5'-H` .t3'-S)^
<br /> 17:3'
<br /> i8b
<br /> itD C +]_20 sf 240 17,2' 13'A' 14-0" 15-5" +/.15 Dsf 120 12'-12' 15•e• Y8'-YO" fa-0•
<br /> 2,,-0, ��, o z
<br /> 1!D 0'-4' 1T6• 78.12' 1T.3• 18'S" p1:g•, g j LL N o Q
<br /> u 1i8 D +!- T3: 11' 1Sa' 15'$' 16'_ N+OTE•':THE CONTRACTOR40 Y1-4' i5'-0" iTa' t��• 75'.7' ___ a F e o
<br /> ' f2'43' t34" 7T-B• 16-4• -
<br /> T3: 15 Psf 160 f 3'-,,. 1 1' TO-2• - K[Z=°•' ;: WE
<br /> �
<br /> fOD 20 180 tt•5` it• 13: 14'-0" S t8'$' +].t5 sf f5-1, 6 IS:f• 6'�• 76'.7' f8:8" 19'-7 T' Z Q d� i zQ
<br /> 100 D +/-20 st 290 138' 1T.T• I318' 14'-0" 7S_, tt's' t7:8' ,0'-4' 13'_g• 72,-2„ ..l3�H, f`-- t6'-t2' (t
<br /> 1T$• ig_• 72' 17:g' -FED SHALL 18•-T, m Y m
<br /> NOT IMSTED TO ANY C�ONCENTRATOED SERVICE LOADS WHICH IMPOSING LO7U S 0*4 GR�EAF!fEft DESIGN j N Q Le'h T !451 p
<br /> '4 i i6 C +1.2g 240 f0''•b' g_17Q• tra' f7-i" 23' 14:9• 14'-11' ICIENS D ENGINEER OR REGISTERED LOAD
<br /> CRITE- SHALL BE PROPERLY ANALYZEDGREATER
<br /> BY A
<br /> [ + 28 7 i20 1f'2' it•-ii`
<br /> 7f8 C +l-26 Psf 180 2 11'•H" 73'g' tas'
<br /> 11B } 8'4Lu
<br /> ' 9'-ito• 1'2' 11z.1 13a" 74'-g' 14:11' 2 t0 K 3j w
<br /> 116 11" 12'a"
<br /> $ 118 28 sf 180 ID$' iP9• t2-t' 13'-0" 74:g'
<br /> g,-2, 12:11' tr-1" 13'-3" 14' O W°S w
<br /> A D i/-28 240 g,-q. tt'$" f0'-10; ir3• !Y_i" 13-3 iq:g 14.-11,
<br /> 730 11'2" x
<br /> g-1f• 17:2• tf'-!!` ��6€
<br /> X t30 8 /-2B sf ta0 g.Z� �j.�• 17T"!" f2'-i t' 12:7" i3'3" .114,_� 14'-g'
<br /> STATE:
<br /> ul
<br /> w
<br /> irx 0'-to• fra• it-r' 73•-3" t4_g�, A�L•2555
<br /> aaY' Ira' 1r-11' ira^ r3'-a' 1a-Tr � OcA:z7sxs 130 C +/•� st f2O !0'•4' it'$' i2t7• 12:f0' 12:1" 14:9'
<br /> 130 18Q H'2' ,t'A` f0= 13'-r 14'-g' 1Tar On9:165v
<br /> 4 136 C +/-2H s} 240 g'-4' 11'-t" g.!0' tra• 12••P• 13,_2•• 14'-8' I4'-11• n �aaEeNla
<br /> D +/.35 si 120 9'-5• 10-r 1• t2'-3'
<br /> fO• }i:
<br /> D it-3•'` ig0 a:r 1g-7^ 1p 11• 1!$• SP-f t' tt'•t!• i3:4'35 13LO, N On1E 1047s
<br /> D +l- psf 240 r-10' ig5' T 115• tg-11• 11'-t t' t3-a" //��� y�NO:Zat52
<br /> 140 B +!-2g 5f 120 0'3' 10'S' fg_71• 11'S' 1T-1,' 13:8' 1.J
<br /> � 140 70'-0' 11.4f" m 07tA:43224
<br /> t40 B a/_2B 18Ti 8'2' it'd' 1tY$ 12-1T' —ZH 9491
<br /> 140 B +1-29 240 9'.a' ,t'.2• 9:l0' t7a' iT-1" t3'•T 74'-9" 14'.11' z C7 Ck4U:43001
<br /> 13 t40 C +t-36 f 120 g'-5' 1O..T 107�. YS'_t• tY_71, 1--I K
<br /> �7H0:
<br /> f40 35 160 9'-]' 10-7' 11�• 10'-t i' t!'-12' t3=4" i n 2003019621
<br /> a t40 D ]_ 0' 1O-b• 0'a' 1O'y' 10,_ 13$' !--) n (ira:
<br /> i 42 72D 8:$ 71' it'$ 17-11' 73:8' ��v 24GEO4353500
<br /> ;� D +f-42 sf 180 H-f• g:g a, 10"7• 9'-S1" 10-70' 12:1" 12,J„ m m CIODPftRn74
<br /> 0
<br /> 9'-ti" � umi„�, QoH:asi3H 165 B +/-34 f2O a�• 9'-6^ 8'$ 9'S' 9:11" fg-9" Ira„ -•„( �^ QPA:1E0bo99I
<br /> LL f85 g ]_ 10'-10• 11'-1• t1_ 12:7,.
<br /> f55 � � � 18D B'-8' 10'-10• tOa• if' 1r-t•• ir_Z' 13:r t3'�• .�! ¢ OR[:79z0
<br /> B fr-T }r-f" fr-r Q N OSC:21S07
<br /> z 2dO r-7 t' ig.fi• 9:4. 13:r 73:g• {� O (�ix:96064
<br /> 155 C +1-47 sf 12D g:g• g-g. 1D$' 11,-f„ 11:7• 13'-g 73'-g' 34J• p Q X:960
<br /> 155 O +/-41 18a gxn. H_g, &e' igE• 10'-i" 11'4]' 72'-4` 12,-5, 82
<br /> C +/-41 psf 24D iD$' 10:1" 15'-0' 12'-4• 1r-S' Kol
<br /> 155 p49 8:9° H:/0' 70:1" 1O•t0' 12=T 12'S' ODE:
<br /> S 155 D +1-49pY CLEAR SPAN TABLE USE INSTRUCTIONS: 1 '`A
<br /> LL ;� D it-qg 240 6@;'� <<+ •--��.'. a`0 g''g' D-T sg-O' 11-2', i. DETERMINE TYPE OF ENCLOSURE TO BE COVERED(ENCLOSED,
<br /> t1'3' U] 111090,CA2030
<br /> 5i 120 a-Z' Oa' 9'-2' Ig- SCREENED WALLS,OR OPEN STRUCTURE,16Fi B +!-3B t8g 8-ir tOx a 105' i,'2' 10•$" g' it:T i i:3• 2. DETERMINE THE SITE SPECIFIC RE UIREO ULTIMATE DESIGN WIND
<br /> 1%� B +!_38 2a0 T 7• 10-i, 9=56' 11:1' 1O'fii' it:S 12'-a, 1 11' BUILDINGSPEEDPDE.ACCORDANCE WITH THE INTERNATIONAL
<br /> 46 sf 120 g:r g•2., 1` LOLL" 11:7' 12'$ 17- 3, FIND ALLOWABLE COMPOSITE PANEL CLEAR SPAN IN TABLES FOR
<br /> ,A 1� C ++1-48 s1 180 D'6' fO-T' gg• Sg,-a'. 11' APPROP g3gg}}
<br /> 765 C 1-48 sf 24D r1D'^ 8'T B'-3' fO:t' g•g• 11-r 11'41' DENS R E'E�DL DEpiH,FACING THICKNESS,AND EPS CORE
<br /> 720 rki' ,.�B_T 8.5' a'$ 9'S' tg..4, 1tLe, 4• �INDICATES VALUES NOT VAID FOR USE.
<br /> 165 D +1_gg 180 ,...,'�,'; 8:7' 9,,2• g-7• it:r 1f:8, ' ul
<br /> 65 =>x r s�' 7D$ fair DEFLECTION NOTES: Qg
<br /> 170 B +/•40 sf 120 - 8''a� D-7Q' p0• 8'6• g-7` 9'6' 1D'-G' 1D'-r' 1• DETERMINE REQUIRED DEFLECTION IMITATION PER THE �7y,�Ii @. t H
<br /> 770 B +1-49 Sf 180 1' ib-10' 10=7" i t'-i" MINIMUM REQUIREMENfS ILLUSTRATED IN THE INTERNATIONAL B 's
<br /> s'-2' 6' 12 121� BUILDING CODE,
<br /> t7O B +/--00 sf 240 T5• it'-i" 12:4' ir-8"iro c it-4a st Tao a'2 9:10 s'x /g4r n'-3' ,1 f' OTHER CONSIDERATIONS: w
<br /> 240 ` 'l;>'s :L 7 gam. 9:Y° 9'x ig-O 11'•3 11 4'
<br /> MAXIMUM
<br /> r' 17D D +/-80 sf 180 8:17 _ „'-4' 1. FRONT OVERHANG MAY DE UP TO 3'-0"W
<br /> 170 D "1-60 s1 sa_ .x g-0' H:71' g v °-t• 1D:Z 10'-3" AXIMUM SUPPORTED SIDE OVERHANG IS ALLIES LISTED
<br /> HER
<br /> ITN VALUES LISTED HEREIN.
<br /> te3D 24ANEL
<br /> 0 >�r,•4�,,,, a''t' t MA%FOR 48"PANEL WIDTHS. 15-2409b
<br /> 12a
<br /> C +]-55 sl 1B0 ''.;S B'-a- s•a• B'-8• aE' iar 1D$• SCALE:NIE UNLESS Notm
<br /> 100 c i!-sspst zao `•,.•. g$ e'a' D.s g41• 1n'-r
<br /> r-ar a:Tr e,.a- ga• 1g-r ios'
<br />
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