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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 1 - LB EPS PANELS 3' x 0,024 x 2 - LB EPS PANELS 3' x 0.030 x 2 - LB EPS PANELS DO ICI M
<br /> (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) 6 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)' L/80 L/120 L/180 L/240 LOAD (PSF)l L/80 L/120 L/160 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)I STRUCTURAL L/80 L/120 L/180 L/240 ENGINEERS
<br /> 10 16.17 15.76 15.03 14410 10 17.50 17-90 16.91 15496 10 19.33 18.95 18.31 17.66 10 2all 20.03 19.42 18.91
<br /> 20 13.44 13.44 1222 10.35 20 16.64 15.96 14.06 1&16 20 IBUI 17b6 16.36 15.06 20 19.02 19,81 17.58 16.35
<br /> 30 10.78 10.78 9AI 6.60 30 15.17 14A6 1121 8.36 30 16.00 16.36 14.41 12.46 30 17.93 175E 15.73 13A9 PO BOX 10039
<br /> 40 9.22 922 6b0 2.05 40 13.69 12.16 8.36 4.56 40 15.49 15.06 12.46 9.06 40 16.83 16.35 13.09 11.43 T-P..FL338I8
<br /> 50 8.17 837 3.79 - 50 1222 1026 S.SI 0.76 50 14.18 13.76 1D.51 7.26 50 15.74 15.12 12.05 &97 Tet(813)OU4956
<br /> 60 7.40 6.39 0.98 - 60 10.75 8.36 2.66 - 60 12.87 12.46 857 4.67 60 14.64 13.89 10.21 6152
<br /> 70 6.81 451 - - 70 927 646 - - 70 11.57 11.16 6.62 2.07 70 13.55 12.66 0.36 4.06 Rw Desttl 00n
<br /> BO 6.33 2.64 - - 80 7.60 4.56 - 80 1026 9.86 4.67 BO 12.46 11443 6.52 1.60
<br /> Q mi M'6 PRODUCT
<br /> 4' x 0,024 x 1 - LB EPS PANELS 4' x 0.032 x 1 - LB EPS PANELS 4' x 0,024 x 2 - LB EPS PANELS 4' x 0.030 x 2 - LB EPS PANELS APPROVAL
<br /> �
<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)l L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240
<br /> 10 19.0D 19.00 17.17 16.53 10 20.50 20.50 20.11 19.24 IO 21.97 21.97 2152 20.97 10 24.17 24.17 24.17 24.17
<br /> 20 15.01 I5.01 15.01 13.95 20 19.61 1924 17.49 15.74 20 20.77 20.77 191S6 18,76 20 23.64 23.64 23AI 23.11
<br /> 30 12.50 12.50 12.50 11.39 30 18.17 17.49 14.87 12.24 30 19.57 19.57 18.21 N655 30 2257 22,57 21,91 2L0140 10.97 10.97 10.97 880 40 16.72 15.74 12.24 8.74 40 18.36 16.36 16.55 40 2151 21.51 20.39 18,91
<br /> 50 9.92 9.92 9.44 6.22 50 15.28 13.99 9.62 525 50 17.16 17.16 14.09 50 20.45 20.45 IB.BB 16.9060 9.13 9.13 751 3,64 60 t3.84 1224 7.00 1.7515.96 I5.96 132460 19.39 19.39 17.37 14.70 U)70 8.52 8.52 558 IA7 70 12.40 10A9 4.38 - 70 Id.7S 14.75 IISB 70 I8.33 18.33 1586 12.59 •'-'BO 8.02 8.02 3b4 - 80 1Q9S &70 1.75 - 80 13.55 13.55 9.93 BO 1726 1726 14.35 10.49 ZZ Z d
<br /> a
<br /> 6' x 0.024 x 1 - LB EPS PANELS 6' x 0,032 x 1 - LB EPS PANELS 6' x 0.024 x 2 - LB EPS PANELS 6' x 0.030 x 2 - LB EPS PANELS o W 0)ta-
<br /> (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) L°a m �
<br /> NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET 2 LL d O
<br /> MAX, ALLOWABLE SPAN TT) NET MAX, ALLOWABLE SPAN (FT) o o LL
<br /> ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE U o 0 D EL
<br /> LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD CPSF>' L/80 L/120 L/180 L/240 E Lr-0) U¢W
<br /> t0 23.00 2124 21.47 20.85 10 24.00 24.00 24.00 23.42 10 2a93 23.93 23.BB 23.60 10 24.00 24,OD 24.00 23.84 U a)
<br /> 20 IBA6 ]0.06 IBA6 18.06 20 23.31 23.21 2LB2 2022 20 2320 2320 23.03 22A6 20 23.65 2365 23.34 22.84 C cc
<br /> 1-V
<br /> 30 15.13 15.13 15.13 15.17 3D 22.I0 21.63 19A2 17.02 30 22.47 22.47 22.18 21.33 30 2LIS4 22.94 22.59 21.05 N j r-)Z
<br /> 10 13.34 13.34 13.34 -1334-1 40 20.86 20.05 17.02 IaB2 10 21.75 21.75 21.33 2D20 40 2223 22.23 21.85 e0.85 a O Q j 1a-
<br /> 50 12AD u2.10 12.10 10.91 50 19.62 18.47 14.62 10.62 50 21402 EL132 20.49 19.07 50 21.53 2153 21.10 19.86 O
<br /> 6a 11.1] 11.17 ll.l7 8.43 60 18.38 16.89 1222 7.42 60 20.29 2029 19.64 17.94 60 2022 20.82 2036 IB.87 m O V Q Q
<br /> 70 10.44 10.44 10.30 5.95 70 17.14 15.30 9.82 4.22 70 19.57 19.57 18.79 16.81 70 20.11 20.11 19.61 17.07 W W, U) O
<br /> BO 9.85 9.85 8.43 3.47 BO 15.91 13.72 7642 1.02 BD 18.84 18.84 17. to
<br /> 94 1S.6B 60 19.40 19AD I8.07 1628 IL lY
<br /> W O
<br /> GENERALNOTES -'
<br /> LL
<br /> I. Composite panels shall be constructed using type 3003-HI54 aluminum facings,I or 2 PCF ASTM C-578 carpenter brand EPS SEAL JOINT WITH
<br /> CONTINUOUS CAULKING
<br /> adhere to aluminum facings with Ashland Chemical2020D ISO grip.Fabrication to be by Elite panel products only in - f
<br /> accordance with approved fabrication methods. ( x
<br /> 0 DRAMB1v °"(
<br /> 'B'2. Elite roof panels maintain a UL 1715(int)class (cXt 00001 0000 0 A.
<br /> )rating and are NER-501 approved. w CHECKED By. DYK
<br /> 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code )O O O O O O O O O O C `A. SCAM' A98HOWN
<br /> 6i6 Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter 8 Section 803.Class A interior finish,and D UM A N s -1 DATE VIW12
<br /> Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. INTERLOCKING CROSS SECTION OPTIONAL
<br /> 4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions(including GUTTER OR O
<br /> DRIP CAP
<br /> load combinations)using the data from the allowable loads tables and spans in this approval. �' S-GPE 4'MAX WIDTH INTERLOCKING Q;•�1GEN$E+�J((
<br /> 5. Deflection limits and at lowabte spans have been listed to meet FBC including the HVHZ.In HVHZ,this product shall be used W PANEL(1/4'/rT MIN SLOPE) y r
<br /> p °o°o°o°o°o°o �� - o31°E317ki6+,P '�
<br /> in structures"not to be considered living areas"per Section 1616 unless impact resistance in accordance to the HVHZ o000000000o EPS CORE ILB OR 2LB 00000 p0 - '• FLL REG.NUTABE P.
<br /> requirements are met. o 0 0 0 0 o as 000 000 y* ltlsl .>4
<br /> 6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for o `IY
<br /> Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. ALUMINUM BOTTOM o° 7p,1So 1u6 Ass uTs&t7g)
<br /> P II FACINGS �000 a (V
<br /> 7. Testing hos been conducted in accordance to ASTM E72-05:Strength Test of Panels for Building Construction. CLEAR SPAN(L)INSIDE TO INSIDE 000� O.H. '), 10°'�•'�_
<br /> S. Reference test reports:HETI-05-1988,HETI-06-2104,HETI4)6-2066,HETI.06-2105,HETI-06-2067,HETI-05-1002,HETI- 000 SS• ,(.�
<br /> 06-2107,IiETI.05-1987,HETI-06-2069,HETI-06-2070,HETI-06-2071,NETT-05-1994,HETI-05-1991,HETI-06-2072 oO ENGINEER Or RECORD TO PROVIDE O rm,en.e"
<br /> HETI-06-2073,HETI-06.2074,HETI-05.1996,HETI-05-1989,HETI-05-1993,HETI-05-1985,HETI-05-1995,HETI-05- FOR ROOF CONNECTIONS 6 ADD THICKNESS OF 0 36'MAX IN FRONT 6 25% o"rta em"a r• m Hemp
<br /> 1990,HETI.05.1997,HETI-05.2037,HETI-05-2029,HEn-05-2039,HETI.05-2030,HETI-0$•2041,HETI-0$-2048,HETI• SUPPORTING STRUCTURE DETAIL BY WA L PANEL TOTAL
<br /> 00° (or PANEL MAX AT 1SIDES)SIDES ti.. .4
<br /> 05-2036.HETI-05-2031,HETI-05-2038,HETI-05-2065,HETI-05-2040,HETI-05-2042. THIS OR ANY OTHER ENGINEER. 0 ro1r4a,e ,aem
<br /> 9. Linear.interpolation shall be allowed for figures within the tables shown. Drawing No.-FL-1001 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams.Design professionals may include EPS ROOF PANED SPAN DESCRIPTION
<br /> the stren h of the fan beam to exceed shown figures as part ofsite-specific engineering. SHEET T OF T
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