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PROFESSIONAL <br />ENGENEERINGUCENCES <br />% <br />45880 1001;1 <br />10405 | 1231/11 <br />34009 | 11/30/11 <br />2S873 | 12/31/t 1 <br />S3107 1281/11 <br />10¢95 <br />030178 <br />18508 <br />2174 <br />E-11328 <br />64661 <br />16212PE 1 1301#11 1 1 X I""U r,g-,Ul"L------...------------------------------ Pressure for I J IC I 9-6 -I'll--- <br />r-JITG21 1 TEl IJOI la iL <br />PEN <br /> 0a25858 4 <br />PE <br />0033425 <br />0131/1 2 <br />9483 1 0101/W ; 'i 30 psf | 14'-2= | 14'-2" - - ' - 80-9' 30 psf IX'°>L==U.JJ-24---1 11 C1 .9. .. 1 .....1 r--1*=r--1 1521211151£10 ..4 <br />PE-6798 oVal/12 <br />P-9220 0480/12 <br />lj <br />15484 °uri]I pn I 1%..4.:>00.: -06 -+Z:-4.010-02.1.-81 .!190; <br />10950 I oloottl It ...oplm..96.0.009 t.fe-OL>?- 1 E yrom <br />24GEO 04,OG'12 <br />45415200 [ <br />14198 083012 1 1 :% IGU; Dil;L;2[2- --Basic Load CBSE-- - --1 -MIrte -_ |FULL LENGTH OF PANEL IMISI*IRIE·ir YLL I <br />069"2 /2 _ for Design !__2389 uve Loaa _ prlow Loaa Design APTTnkIAI Fakl n[-AM .-------0 6 .ion ofU W I ./ I W I ./ I U . W <br />00/30,12 <br />14355 05030,f12 <br />2:3776 06laW12 @ 1 -4 :E 1 _-8-efL_-_1_-122121_L_1622-lz-0- 11 -9 11'-1/ |1 40 01' 1 Na-,1/52 *K Alls< - <br />017455 061*12 <br />25455 | 0724/12 <br />110707912|PE 0701/12 <br />™ 1001063131 0781/12 S r,T,-1--1--7-7-7-1% 1 <br />018 07j31M2 <br />0009164 <br />33384 | 0781/12 <br />94362 | 09/92 <br />081.11.00.12 <br />006232 <br />13158 | 12/31M2 <br />GA IPE]30159 I 1281/12 <br />14953 1281/12 <br />PEa)07 1201/12 <br />11138 ,1281*52 <br />008677 | 128tt12 <br />55015 02128/13 <br />0301/13 11 9 93. -·- b-1 8 //- r-7'-<7td,Vt\m /'/,n li >--«LwM/„ NX 1· E <br />28747 | 04l02113 <br />24361 050C/13 <br />8724 | 06/30Ma <br />041536 CE;31/13 <br />1 0512 1 Ii <br />30056 0313:/14 <br />080138 0381/14 <br />RE'ASED 08.211 <br />l 1 <br />PRINTED ON 08/30/2011 IAPMO ES REPORT#0115 IAPMO PAGE NUMBER 11 OF 23 <br />Allowable Span Table <br />1 3.0 inch - 0.02.9.92*ZE#MLEE!1-!19ml!12%____.__-__--_|Notes: <br /> ]Applied Uplin, Applied Uplift -Wind PressureBasicadae Wind <br />Pressure for (1) CONSIDERATION HAS BEEN GIVEN TO THE ADDITION OF ONE (1) <br />for Design Patio Live Load Snow Load CEILING FAN PER 4' WIDE PANEL WITH A MAXIMUM FAN WEIGHT OF 50 <br />Design POUNDS. THEREFORE, THE ALLOWABLE LOADS PROVIDED ABOVE <br />10 psf 20 psf 20 psf 25 psf 30 psf 35 psf 40 P 45 osf 50 psf 55 psf ARE IN ADDtTION TO THE WEIGHT OF THE CEILING FAN. <br />10 psf 18'-2'10 psf %9wd <br />15 psf 16'-9"14'-2"1 5 psf (2) SEE LRP-4A FOR ADDmONAL NOTES. <br />20 psf 14'-10"12'-7'20 psf <br />11'-4'10'-6"4 . 25 pu 13'-70 13'-r 9'-1-25 psf <br />8'-7'8'-1' <br />3 0 psf 12'-7 12'-7'7-8"30 W <br />35 psf 11'-6'11'-6°11'-6.35 psf <br />40 psf 10'-0"10'-0.10'-0"10'-0.10'-0"40 psf <br />45 psf 8'-10-8'-10 8'-10"8'-10 8'-10-8'-10"8'-10"45 psf <br />50 p-sf 8'-0"8'-00 8'-0"8'-0-8'-0"8'-0"5 0 psf W0 <br />55 psf 7'-2"7'-r 7.2.7'-2'7'-2.7'-2'7'-2"7'-2-T-2°7'-2•5 psf <br /><CO <br />LCZ LULU <br />Applied Uplift r---------Appliedownwareprei,si,mforesign 1 App]ied Uplift O< ZOO <br />2 1.LI- <br />3 I for Desian I Patio LIve Loao I bnOW L.080 HI <br />10 W I 0i PANEL <br />20 psf 16'-9-14'-2' <br />12'-10" 11'-10'"- 1 25 Psf 1 15.231--1 15'-311 11'-1'10'-4 25 psf <br />q,-4. <br />M <br />0 40 psf | 11'-4- | 11'-4" I 11'-4" I 11'-4" 1 11'-4- I 1 49 ps: 10 <br />45 0 45 esf 0 <br />i 0L t=0.060 <br /> ann//prf lintin Applied Uplift'ALUM 6063-T6 <br />20 psf | 20 psf | 25 psf | 30 psf 1 35 psf 1 40 psf 1 45 psf 1 50 psf 1 55 psf I <br />U 10 psf DETAIL /0\ <br />15 psf 20'-2" 1 17-0•15 psf <br />15'-2"13'-9" 20 psf Z=* 9 <br />S [3psf U 14'-8- | 14'-8' I 14'-8- I 1 10'-4" I 9'-9' I r: em1223FiE33ii'-1'--j)7-r-TEEZIZIFy-35 psf E =*82 <br />25611 SgillisaZ <br />d 0 <br />Allowable Span Table <br />6.0 inch - 0.032" - 1.5pd EPS - 0.032" with Fan Beam Insert <br />Applied Upi ift Applied Downward Pressure for Design Applied Uplift <br />Basic Load Case Wind <br />Wind Pressure Pressure for <br />for Design Patto Uve Load Snow Load <br />Design <br />10 psf 20 psf 20 psf 25 psf 30 psf 35 psi 40 psf 45 psf 50 psf 55 psf <br />10 psf 10 psf <br />23'-0-22'-1' <br />15 psf 19'-7"15 psf <br />17'-10"0 <br />0 <br />20 psf 21'-0-21'-00 16'-4"20 psf <br />15'-2" <br />25 pst 18'-7=18'-7-18'-7."14'-3" <br />13'-5" <br />25 psf <br />30 psf 16'-11-16'-11"16'-11"16'-11°12'-8"30 psf <br />35 psf 15'-7"15'-7"15'-70 15'-7"15'-7" <br />12'-0° <br />35 psf <br />14'-6"14'-6"14'-6=14'-6"14'-6"14'-6"40 psf Ogo <br />45 psf 13'-8"13'-8"13'-8'13-8 13'-8°13'-8'13'-8'45 psf <br />6 3 <br />50 psf 12'-11' 12'-11- 12'-117 12'-11' 12'-11' 12'-11' 12'-11' 12'-11-50 psf <br />55 psf 12'-4"12'-4"12'-4•12'-4"12'-4 12'-4"12'-4-12'-44"12'-4-55 psf <br />aOFES / <br />1:* 0%1 <br />40 psf <br />:5 2 a. 1 1/2#9 r 1 0,9\%\\ ,/S/* 14blO7Not S 13167 irr'11 .CATI«/fi-O U)P12/31/2013 <br />-ON 133HS 89-dhll £ 1 30 L L 133HS <br />S - 0.032"4[In 'ouozpv 'opt>AON '0.nwub!. f 4.01 '0!U.lom°0 '1.@Sul 1.1 du.Jols worl '-40,032" -St t 0# 121 <br />JOZ 1lbld 99:EtMOHS SV <br />48 8 03ME <br />0&18· S <br />uold <br />diohdo 9+09 <br />0.032" -E drI 'Inri 0£-90-1 £02-OP <br />S - 0.032"1¥NL:1 - S.iN3MMOO OINdVIamONIU]SINON 0/idVI <br />0.032" - 1 <br />'A3kl 0.00,9 UO!9!8 d¥-1 'Bu3 diS @Jncopu] 'Int,1- lo£0£ 010, Jd..5,99Ff p.;Dpuois - WON. :X