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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 I - LB EPS PANELS 3' x 0.032 x I - LB EPS PANELS 3' x 0.024 x 2 - LB EPS PANELS 3' x 0.030 x 2 - LP EPS PANELS DO KIM
<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 MAX. ALLOWABLE SPAN (FT> NET MAX. ALLOWABLE SPAN (FT) CONSULTING
<br /> ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE STRUCTURAL
<br /> LOAD (PSF)l LZ�, �O20 L/180 I L/240 LOAD <PSF>' _L_/1_8_0T_L/240 LOAD (PSF)' _L/180 L/240 LOAD (PSF)' L/80 L/120 I L/180 L/240 ENGINEERS
<br /> IU rle�3i -F776-6- _10 20.11 1?D03 19.42 18.91
<br /> I-, r.- 15.03 14.10 in �7.50 17.50 16.91 15.96 10 19.33 18.95 1
<br /> 20 13.44 13.44 12.22 101,5 20 6.64 15.96 14106 le.16 20 isli -I ' 15,06 Do 1942 18.81 17.58 16.35
<br /> 3D 10,78 7 1,41 6*" 30 15.17 14.06 1121 8.36 30 16,00 16,36 14.41 12,46 3D 17.�J3 17.58 15.73 1329 PO BOX IOD39
<br /> IS,S 40 15,49 15.06 le,46 9.86 40 16.83 13,89 11.43
<br /> 40 40 369 :IF=E6 16.35 Torrpa.FL 33679
<br /> 50 2 B-2 z 50 14.18 13.76 )0.51 726 --Ts-74 C5-12 taxs 8.97 Tol:(813)857-9055
<br /> .1 7 -17 3.79 _T2_22 -TO_26 4467 50 Met 6,52
<br /> 60 7... "'1 836 2.66 60 12.87 12.46 8.57_ 60 4.64 13.89 U6 4.06 RwjDairl Description
<br /> I D 6.46 7 11.57 11.16 6.62 2.07 70 13.55 12.66
<br /> 70 M64
<br /> - I
<br /> 80
<br /> .3D ..4 456 80 1I26 9.85 447 1 - 12,46 11,43 6.52 1 1.60 ".ED FM M ft
<br /> 11
<br /> It Edtlw,PRODUC
<br /> gPPROvIa
<br /> 4' x 0.024 x I - LB EPS PANELS 4' x 0.032 x I - LB EPS PANELS 4' x 0.024 x 2 - LB EPS PANELS 4' x 0.030 x 2 LB EPS PANELS L',
<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 MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT> Z�
<br /> ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE IL
<br /> LOAD (PSF)' L/80 L,��O L/180 L/240 -LOAD (PSF)I _L_/_8_0_FL_/120 L/180 L/240 LOAD (PSF>' L/_80f_L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 I L/180 L1240
<br /> 10 19.00 MUD 17.17 16.53 ID 20.50 Doll 1924 to 21.97 21.%7 2152 20.97 IS a4.17 ZC17 2437 24.17
<br /> 15.01 laol Dift! 13.95 20 19�61 19 .64 e3.64 23.41 eltL
<br /> 20 �24 T7.49 ls774 20 ZIL77 ac.77 iges 10.76 ED 23
<br /> 30 12.50 12.50 12.50 it.38 30 18.17 17.49 14.87 ID24 30— 19.57 19.57 18.21 16.55 30 22.57 22.57 21
<br /> 9. 1 14.34 4 21.51 269 18.91 40 10497 10.97 10.97 80 40 16.72 15.74 12.24 0,74 40 18.36 iS.55 21.31
<br /> 50 9.92 9.92 9444 6.22 50 15.28 13.99 9.62 5.25 50 17416 17.16 14.89 12,13 SO 20.45 ROAD IRLIB 16p0 <
<br /> 60 71-3- 913 7.51 3.64 60 13.84 12.24 7.00 1.75 60 15.96 15.96 13.24 9.93 60 19.39 19.39 17.37 14.70
<br /> F2A_0 --TO_49 -4.38 - r4 75 1158 IS33 19.33 15,06 IP-159
<br /> 7-0 1 8.52 8.5 5 70 I-P .72 DO
<br /> 1 17�26 14,35 10,49 C.
<br /> 10.95 8.74 1.75 1 80 T3.55 z EL
<br /> 80 8.02 S..2 64 z
<br /> CL 32<
<br /> 6' x 0,024 x I - LB EPS PANELS 6' x 0.032 x I - LB EPS PANELS 6' x 0.024 x 2 LB EPS PANELS 6' x 0.030 x 2 - LE EPS PANELS M.0 0 M 7)wind
<br /> j in I,_
<br /> 1-
<br /> (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) Q. :)5
<br /> a
<br /> &an-i 8-Z 0
<br /> NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN TT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) 0.2 u. 22W
<br /> ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE 0 0 - 0 EL
<br /> LOAD (PSF>' LI80 L/120 L/180 L/240 LOAD (PSF)' L78-0-1_L/122 L/180 L/240 LOAD (PSF)1 L_/_8_0r-L/120 L/180 L/240 LOAD (PSF>l L190 L/120 I L/180 L/240 Is= E Z Q d DO
<br /> (-D
<br /> i0 23.0D 1 21.24 21.47 Ropes 10 24,00 1 24.00 24.00 23.42 to 23.93 23.93 23.88 23AD 10 24.00 e4.00 1 24.00 L1 = 0 ui 0
<br /> 84 0) of -
<br /> 20 IB.06 18.06 1806 1 As ao _71_82 _100_22 20 23.20 23.20 23.03 22.46 20 23.65 2365 ?1 r-34 22.94 F_ 0:3
<br /> 6
<br /> 30 15.13 15.13 15.13 15.13 30 30 F2 47 247 1 33 27L.94 2.94 22.59 2L05
<br /> C C
<br /> 40 !�34 12:154 13-'M 334 40 1702 40 2I.75 21.75 2133 0 20 22.23 22.23 e1.65 20.05 <
<br /> �r MID 10.91 so 14.62 50 21.02 21,02 20.49 07 50 2153 R153 ELIO !9.86 5
<br /> 50 0 0
<br /> 60 11.17 11.17 11.17 8.-43 60 _F�_22 60 20.29 20.29 19.64 60 RD.92 20.82 20.36 ISB7 0 0 LL
<br /> e 09
<br /> 7 22*19 N174 20 46
<br /> I at LLI U,
<br /> 4, 70 19.57 19.57 10.79 6 70 20.11 EO.11 ItL61 17*87
<br /> 0 10.44 10.44 10.30 5.95 71 W U)80 -
<br /> 7.42 so 18.94 18.84 17.94 'S 00 19.40 19.40 18.87 16.88 uj 0
<br /> 9q65 9.85 BAD .47
<br /> GENERAL NOTES U.
<br /> SEAL JOINT WITH
<br /> 1. Composite panels shall be constructed using type 3003-1`1154 aluminum facings,I or PCF ASTM C-578 carpenter brand EPS CONTINUOUS CAULKING
<br /> adhere to aluminum facings with Ashland Chemical 2020D ISO grip.Fabrication to be by Elite panel products only in __T
<br /> accordance with approved fabrication methods. DRAM BY. DYK
<br /> 0000 000000 VA.
<br /> R, CRECKID)BY. DYK
<br /> 2. Elite rool7panels maintain allL 1715 fint)class'B'(ext)rafingand areNER-501 approved. ) 0000000000( .-
<br /> 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code SCALE: As SHOWN
<br /> Q 0 0,r cl0000
<br /> Gh Edition(FBC),composite panels comply with Chapter 7 Section 720.Chapter 8 Section 803,Class A interior finish,and Boi t M ACl S DATE: VI9112
<br /> Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. OPTIONAL
<br /> GUTTER OR
<br /> 4. *The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions(including DRIP CAP 6 'y
<br /> SLOPE 4'MAX WIDTH INTERLOCKING E'I S,�4*�,
<br /> load combinations)using the data from the allowable loads tables and spans in this approval. PANEL(1/4'/FT MIN SLOPE)P
<br /> S. Deflection limits and allowable spans have been listed to meet FBC including the HVEZ.In liv"Z,this product shall be used DONI.Mni Pi
<br /> 'NO
<br /> in Structures"not to be considered living areas"per Section 1616 unless impact resistance in accordance to the HVHZ 0 0 0 0 0_0
<br /> EPS CORE ILD OR B 0000000 FLA RVG.,NUMBiR*
<br /> 0_0 0.0
<br /> requirements are met.
<br /> 0 0
<br /> 6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to die Guidelines for ALUMINUM BOTTOM ;0i is�K149ASS tAUS,
<br /> 0
<br /> 0"
<br /> Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. FACINGS 0
<br /> 10-039.
<br /> 7. Testing has been conducted in accordance to ASTM E72-05:Strength Test of panels for Building Construction. CLEAR SPAN(L)INSIDE To INSIDE 0 G.H.
<br /> 0
<br /> 9. Reference test reports:HETI-05.1 988,HETI-06-2104,HETI-0&2066,HETI-06-21 05,HETI-06-2067,HETI-05-1002,HETI- 0-C
<br /> -06 .0-' �,10
<br /> 06-2107,IFETI-05-1997,1413711-06-2069,FiETI-06-2070,HETI-06-2071.HUI-05-1994,RETI-05-1991,HETI -2072, ENGINEER OF RECORD TO PROVIDE 00(� �4
<br /> HETI-O(-2073.HLTI-06-2074,IIFTI-05-1996.IIETI-05-1999.IlEn-05-1993.HET1-05-1985.HETI-05-1"5,tiETI-05- FOR ROOF CONNECTIONS& ADD THICKNESS OF 0_0�� 36-MAX IN FR13NT 257.
<br /> A TOTAL OF PANEL WIDTH @ SIDES
<br /> SUPPORTING STRUCTURE DETAIL'By WALL FOR TOTAL oo0
<br /> AL 00 (12'MAX AT SIDES)
<br /> 1990,HETI-05-1997.HIETI-05-2037.IIETI-05-2029,HETI-05-2039,HETI-05-2030,HETI-05-2041,HETI-05-2048,HETI- THIS OR ANY 0114ER ENGINEER. PANEL qSPAN 0
<br /> 05-2036.HETI-05-203 1.HM-05-2038,HETI5-2065,HETI.05-2040,HETI-05-2042.
<br /> 9. Liner interpolation shall be allowed for figures within the tables shown. Drawing No.-FL-1001
<br /> 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include EPS ROOF PANED SPAN DESCRIPTION SHEET I OF i
<br /> the strength of the fan beam to exceed shown figures as part ofsitc-specific engineering.
<br />
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