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ELITE PANEL ..SPAN TABLES: 1.- Net allowable'loads are permitted to be multiplied by 1.67 to derive ultimate loads. (psf).
<br /> 3` x 0.024 x 1 - LB EPS PANELS 3' x 0.032 x l -'LB EPS PANELS 3' x 0.024 x'2 - LB EPS PANELS 3' x 0.030 x 2 - LB EPS PANELS D O KI M
<br /> (ALLOWABLE CLEAR SPAN. CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) &ASSOCIATES,LLC
<br /> NET MAX. ALLOWABLE SPAN(FT) NET MAX. ALLOWABLE SPAN (FT) NET
<br /> MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) CONSULTING
<br /> ALLOWABLE' '- ALLOWABLE ALLOWABLE' - ALLOWABLE -
<br /> LOAD (PSF.)1 L/80 L/120 L/180 L/240 LOAD.(PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 . L/80 L/120 L/180' L/240' STRUCTURAL
<br /> 10 16.17 15.76 ISA3 14.10 f0 17.50 17.50 16.91 35.96 10 1933 18.95 18.31 17.66 10 20.11 20A3 19.42. 1e.s1• ENGINEER S
<br /> 20 13.44 13.44 1222 - 10.35 20 16.64 15.96 14406 12.16 20 18.11 17.66 16.36 15.06 20 1%02 1B.81 1758 16.35'
<br /> 30 10.78 10.78 9.41_ 6.60 30 15.17 14.06. 1121 8.36 30 _ 16.60 16.36. 14.41 12.46 3D 17.93 1758 15.73 13.89 p0 BOX 10039
<br /> 40 922 922 6.60 2.6 40; 13.69 12.16 8.36 4.56 40 15449 15.06 12,46 9.86 40 16.83 1635. .13.89 11.43 70�FL0039
<br /> SD E.1 33679
<br /> 2 8.17 3.98 - 30 1222 1026 5.51 0.76 50 14.18 13.76 1051 7.26 50 1574 IS12, 1Z05 8.97 TN:(813I 957-OM
<br /> 60 7.40 639 0.9E - 60 10.75 836 - Z66 60 - 1297 12.46 •B57 4.67.' 60' 14.64 1329' .10.21 -6S2
<br /> 70 6.81 4S1 - - 70 927 6.46 - - 70 1157 11.16 642 Z07 70 13.55 1266 .E36 4A6 Re°A4 Dosed 'on
<br /> BD 633 2b4 - - BO - 720 456. - - - -80. 1026 9.86 467 BO - 12.46 HAS 160
<br /> mV F6uv'PRCDUCf
<br /> 4' x 0.024-x 1 = LB EPS PANELS 4: x 0,032 x'l '-- LB EPS PANELS 4' x-0.024-.x 2 - LB 'EPS PANELS 4' x 0.030 x 2 - LB EPS PANELS
<br /> (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR. SPAN CHARTS) (ALLOWABLE: CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS)
<br /> NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET
<br /> MAX. ALLOWABLE SPAN (FT) - NET MAX. ALLOWABLE.SPAN (FT) -
<br /> ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE
<br /> LOAD (PSF)1 L/80 L/120 L/I80- L/240- LOAD (PSF)1 L/80 L/120 .L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 :L/80 L/120 L/180 L/240 -
<br /> 10 19A0. 19.00. 17.17 16.53 10 20.50 2050 20.11 19.24 10 21.97 21.97 2152 2D.97 . 10 24617 24.17 24617 24.17 -
<br /> 20 I5.01 15.01 15A1 13,95 20 19.61 .1924- 17.49 15.74 20 20.77 20.77 19.86 1E,76 20 23.64 23664 23.41' 23.11
<br /> 30 12,5D 12.50 1250 113E 30 19.17 17.49' 14687 12.24 30 19.57 19,57 1821 M65 30 22,57 22,57 21,91 21A1
<br /> 40 10.97 .10.97 10.97 -8.80 40 .16.72 15,74- 1224 8.74 40. IB.36. I8.36 16.55 40 21.51 21.51' 2f1.39. IB.915D 9.92 9.92 9.44. 6.22 S0 15.2E - 13.99. 9,62' S2517.16 17.16 I4.89 50 20.45 20.45 Mail 16.8060 9.13, 9.13 '7S1 3,64 60- 13•B4 1224 7.00 1.75 60 15.96 15.96' 1324 60 19.39 1939 1737 14.70 J O852 8.52 5.58,' 1.07 70 IP-40 10.49.' 4,38' - 70 14.75 14.75 11.58 70 18.33' 1833 15.86 12.59 0BO 8.02 8.02 3.64 - BO ]0.95 8.74 1.75 - BO 13.55 13.55 9.93 - BO 1726 1726 1435 I0.49 Q ZIL
<br /> d
<br /> a
<br /> .6'. x 0.024 x 1 - LB EPS PANELS 6' x 0.032. is 1 - LB.'EPS PANELS. 6' x 0.024. x 2. - LB EPS PANELS 6' x 0,030 x 2 - LB .EPS.PANELS �° �OF-
<br /> (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) L°ti cl rn�
<br /> NET: MAX. ALLOWABLE'SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) - NET E rn� a0 O
<br /> MAX. ALLOWABLE SPAN o o LL
<br /> ' ALLOWABLE. � ALLOWABLE � � -- ALLOWABLE.' ALLOWABLE - - � U.o =
<br /> LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L'/240 LOAD (PSF)1 L/80 L/120 7L/180 L/240 LOAD (PSF)1• L/80 L/120 L/180 L/240 E r m U w
<br /> 10 23.00 2124 21.97 20.65 10 24A0 24.00 24.00 2342 10 23.93 23.93 23BB 23.60 IO 24.00 24600 24.00 2384 C N w 0
<br /> 20 18.06 18.06 19,06 18A6 2D 23.34 2321 21.02 2022 20 23.20 2320 e3.03 22.46 20 23.65 23.65 23.34 22.04 h U Q 2
<br /> 30 1 13 15.13 1503 15.13 30 22.10 21.63 19A2 17A2 30 22.47 22.47 0118 2133 30 22.94 22.94 22.59 21.85
<br /> 40 13.34 1334 13.34 13.34' 40 _ 20.06 20.05 17.02 1382 40 21.75 21.75 21.33 2020 40 2223' 2223 21.85 20.85 a O C Q
<br /> 50 IZIO 12.10 12.10 10.91 50 19.62 18.47 1442 10.62 50 21.02 2L02 20.49 19.07 50 21.53 21.53 21.10 19.86 m J O y
<br /> 60 1147 11.17 11.17 8.43 60 1838 16,89 1222 7.42 60 20.29 20.29 19.64 17.94', 60 20.82 20.82 20.36 _18.87 •-
<br /> 70 10.44 10.44 10.30 5.95 70 17.14' 15,30 9.82 4.2 70 .19.57' 19.57 18.79 1621, 70 20.11 20.11 19.61 17.87 w O'
<br /> BO '9.05 9.85 8.43 3.47 .'BO 15.91" 13.72 7.42 1.02 - BO 18.84 18.84 17.94 15.68 BD 19.40 ,19.40 CD
<br /> 18.87 16.8E -,p W O
<br /> GENERAL NOTES.
<br /> 1. Compositc,plmcls shall be constructed using type 3003-11 154 aluminum facings,I or.2 PCF AST LL
<br /> M C-578 carpenter bmod EPS. SEAL JOINT WITH _ -
<br /> CONTIN000S.CAULKING
<br /> adhere to aluminum facings with Ashland Cliemica1402013 ISO grip.Fabrication to be by Elite panel products only in' --T -
<br /> accordance with approved fabrication methods.' 01000 O O O O O'O i a' DRAWN BY: om
<br /> 2. Elite roof panels maintain a UL 1715(int)class'B'text)rating and are NER-501 approved: a A CHECKED BY: DYK
<br /> ).O:000OOOOOOC
<br /> 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code. � � scuE As saowl4
<br /> 60,Edition(FBC),composite panel3 comply with Chapter 7 Section 720,Chapter 8 Section 803,Class A interior finish,-and' M FAc1NGs - - DATE: 018112
<br /> - Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. --' -. - -' - INT R 0 KIN• RO« TIDN - OPTIONAL 1+LL.4
<br /> 4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions(including -GRIP R DR >)rC1'Y'.
<br /> load combinations)using the data from the.ellbwable loads tables and spans in this Dpproval.'. z SLOPE 4'MAX VIDTH INTERLOCKING
<br /> PANEL(I/4'/FT MIN SLOPE)
<br /> S.' Defection limits and ullod'able spans have been listed to meet FBC including the HVfIZ.Jn'1IVH2,this product shall he used u °o°O°O°O°O°O w rY` 00�'E'ililiOM,P.E.
<br /> in structures--not to be considered living Brims"per Section 1616 unless impact resistance in accordance to the IIVI IZ o°o°o°o°o°o EPS CORE ILB'OR 2LH O°O°O°O •FUL REO'NUMBER 49497'
<br /> requirements are met. - o 6 0 0 0 o rl a 'oho°000
<br /> 6. Safety factor of 2.0 has been used to"develop alloltable loads and spans from testing in accordance to the Guidelines for o = ° �,1
<br /> Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. - - , ' '. . ' ALUMINUM BOTTOM, 3°0 70. oo ai4 6AssoewTFs`1iti
<br /> P I FACINGS 000 -(}yJ g88r 4
<br /> 7., Testing has been conductcA in accordance 16 ASTM E72-05:Strength TCst or Panels for Building Construction.,• I��_CLEAR SPAN(L)INSI➢E TO INSI➢E DO O.H. _ � I•. PO UUJ('10MG39 ,(-
<br /> 8._Reference test reports:HETI.05-1988,HETI-06-2104,HETI-06-20i 6,HE'rl-06-2105,HL'TI-06-2067,HETI-05-1002,HETI ooa ASS: •" _
<br /> 06-2107;HETI-05.1987,HETI-o6-2069,HETI-OG-2070,HETI-OG-2071;HETI 05=1994,HETI-OS-1991,IIETI-OG 2072, o°o SON
<br /> ENGINEER OF RECORD TO PROVIDE O - .TiLn 5e' q,pJmagP°r.,
<br /> IIETI-06-2073,HETI-06--074,HETI-05-1996,HETI-05-1989;HETI.05-1993,HETLOS-1985,HETI-OS-1995,HETI.OS- FOR ROOF CONNECTIONS 8 ADD THICKNESS'OF O° 36'MAX,IN FRONT 6.25% R enema°. L wan x°mpn
<br /> 1990,HE'f I-05-1997,HFTI-05-'2037,HETI.05-2029,HETI-05-2039,HETI-05-2030;HETI-05-2041,HETI-0,5-2048;HETI- SUPPORTING STRUCTURE DETAIL BY WA L PANER TAL SPAN °00 OF MAX ISIDES)SIDES 'm��te�e� 9° •and "°
<br /> THIS OR ANY OTHER ENGINEER, O
<br /> 05-2036;IIETI.05-2031,HETI.05-2038,HETI-05-2065.IIETI-05-2040,HETI-05-2042.
<br /> 9. Lin caP inlcrpolatiun_shall be allowed for figures within the tables shoed. Drawing No.-FL-1001
<br /> 106 Panels with fan beams shall be considered equivalent to Similar panels without fan beams. Design professionali.may include EPS ROOF PANED SPAN DESCRIPTION
<br /> the strength of the fan beam to exceed shoe'n'fl•ures as part ofiitc-siycific engineering. - SHEET 1 OF T
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