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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 KI M
<br /> (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) 6 A9SO0IATES,LLD
<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 I ALLOWABLE I ALLOWABLE I ALLOWABL STRUCTURAL
<br /> LOAD (PSF) L/80 15.76 L503 L/240 LOAD (PSF) L/80 L7.50 L1&91 L/240 LOAD (PSF) 1933 L3.95 L/180 L/240 LOAD (PSF)' L/60 L/120 L/160 L/240 ENGINEERS
<br /> 10 16.17 15.76 1503 14.10 10 17.50 17.50 16.91 15.96 10 19.33 18.95 18.31 17.66 10 20.11 20.03 19.42 18.81
<br /> 20 13.44 13.44 12.22 10.35 20 16.64 15.96 14.06 12.16 20 18.11 17.66 16.36 15.06 20 19.02 18.81 17.59 16.35
<br /> 30 10.78 10.78 9.41 6.6D 30 15.17 14.06 11.21 8.36 30 16.80 1&36 14.41 12.46 30 17.93 17.58 15.73 13.89 pp eOx 10D39
<br /> 40 9.22 922 6.60 2.85 40 13.69 12.16 8.36 4.56 40 15.49 15.06 12.46 9.86 40 16.83 16.35 13.89 11.43 PO
<br /> Bo 10039
<br /> 33679
<br /> 50 8.17 B.17 339 - 50 12.22 10.26 5.5] 0.76 50 14.10 13.76 10.51 7.26 50 15.74 15.12 12.05 8.97 Tot:1813)857-9955
<br /> 60 7.40 6.39 D.98 - 60 10.75 5.36 2.66 - 60 12.87 12.46 8.57 4.67 60 14.64 13.89 10.21 6.52
<br /> 70 6.81 4.51 - - 70 9.27 6.46 - - 70 II57 11.16 6.62 2.07 70 13.55 12.66 8.36 4.06 Rm,JDal Descri non
<br /> 80 6.33 2.64 - - 80 7.8D 4.56 80 10.26 9.86 4.67 80 12.46 11.43 6.52 1.60
<br /> _ _ Q iot7 Pyym 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 PANELSwA`
<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 0
<br /> MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT>
<br /> ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE Q
<br /> LOAD (PSF)I L/60 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 (PSF)' L/80 L/120 I L/180 L/240
<br /> 10 19.00 19.00 17.17 16.53 10 20.50 20.50 20.11 1924 10 21.97 21.97 21.52 20.97 10 24.17 24.17 24.17 24.17
<br /> 20 15.01 15.01 15.01 13.95 20 19.61 19.24 17.49 15.74 20 20.77 20.77 19.86 18.76 20 23.64 23.64 23.41 23.11 0
<br /> 3D 12.50 12.50 12.50 11.3e 3D 18.17 17.49 1427 12.24 30 19.57 19.57 18.21 ]655 30 22.57 22.57 21.90 2I.01
<br /> 4C 10.97 10.97 10.97 8.80 40 16.72 15.74 12.24 8.74 40 18.36 18.36 16.55 14.34 40 21.51 21.51 20.39 18.91
<br /> 50 9.92 9.92 9.44 6.22 50 15.28 13.99 9.62 5.25 50 17.16 17.16 14689 12.13 50 20.45 20.45 18.80 16.80 J
<br /> 60 9J3 9.13 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 1939 17.37 14,70 N j
<br /> 70 8.52 8.52 5.58 1.07 70 12.40 IOA9 4,38 - ]0 14675 1435 11.58 7.72 70 18.33 18.33 1526 12'59 -1 0 BO B.02 8.02 3.64 - Bo 10.95 9.74 1.75 - 80 13.55 13.55 9.93 5.51 80 17.26 17.26 14.35 10.49 Zin
<br /> Q Z W
<br /> 3 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 �`r- 1u(0 ra-
<br /> (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) L°nf0g tto
<br /> �
<br /> NET MAX. ALLOWABLE SPAN (FT> NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) NET 0 ,n
<br /> MAX. ALLOWABLE SPAN (FT) o o LL
<br /> ALLOWABLE ALLOWABLE I ALLOWABLE ALLOWABLE U o Q 7 IL
<br /> LOAD (PSF) L/80 L/120 L/180 L/240 LOAD (PSF) L/80 L/120 L/I80 L/240 LOAD (PSF) L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 E r m U Q w
<br /> 10 23.00 21.24 21.47 20.85 ]0 24.00 24.00 24.00 23.42 10 23.93 23.93 23.88 23.60 10 24.DD 24.00 24,00 2324 C N W O
<br /> 20 18.06 18.06 18.06 18.06 20 2334 23.21 21.82 2022 20 23.20 23.20 23.03 22.46 20 23.65 23.65 2334 22.84 F U
<br /> 30 15.13 1533 15.13 15I53 30 22.10 21.63 19.42 17.D2 30 22.47 22.47 22.IB 21.33 30 22.94 22.94 22.59 21.05 j N j U Z
<br /> 40 1334 13.34 13.34 10.91 40 20.06 20B5 17.02 13 B2 40 21.75 21.75 21.33 20,20 40 2223 22.23 21.85 20.85 Q p pCp Q
<br /> 50 12.10 12.10 12.10 10.91 50 19.62 18.47 14.62 10.62 50 21.02 21.02 20.49 19D7 50 21.53 21.53 21.10 19.86 >1 U Q
<br /> 60 11.17 11.17 11.17 8.43 6D 18.39 16.89 12.22 7.42 60 20.29 20.29 19.64 17.94 60 20.82 2D.B2 20.36 1827 -1 0 a-1 Q 70 1044 1D.44 Ia30 5.95 70 17,14 15.30 9.92 4.22 70 19.57 19.57 18.79 16.81 70 20.11 20.11 19.61 17.87 W In ❑
<br /> 80 9.85 9.85 6.43 3.47 80 15.91 13.72 7.42 1.02 80 19.04 18.84 17.94 15.66 80 19.40 19.40 18.87 16.88 coo d
<br /> of
<br /> GENERAL NOTES m O
<br /> SEAL JWITH LL
<br /> I. Composite panels shall be constructed using type 3003-HI54 aluminum facings,I or 2 PCF ASTM C-578 carpenter brand EPS CONTINUOUSOINT CAULKING
<br /> adhere to aluminum facings with Ashland Chemical 2020D ISO grip.Fabrication to be by Elite panel products only in
<br /> accordance with approved fabrip[ion methods. 0000 000000 w a DRA"BY. DYK
<br /> 2. Elite roof panels maintain a UL 1715(int)class'B'(ext)rating and are NER-501 approved. )O O O O O O O O O O cHEu Eo BY. on
<br /> 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code SCALE: As smO
<br /> 6'h Edition(FBC),composite panels comply with Chapter 7 Section 720.Chapter 8 Section 803,Class A interior finish,and B 71 FACI+GS DATE' y191+=
<br /> Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. INTERLOCKING CROSS srrTinN OPTIONAL „111.V4
<br /> 4. The designer shall determine b accepted engineering practice the allowable loads for sites specific load conditions(including GUTTER OR uO`'` K�
<br /> (Sn Y P B B P P ( 8 DRIP CAP Yy` r,
<br /> load combinations usingthe data from the allowable loads tables an n i A
<br /> I d spans n this approval. SLOPE PANEL<I/14%FT INTERLOCKING
<br /> SLOPE) Q;'V\CEN$ 4/
<br /> 5. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ.In HVHZ,this product shall be used °o°o°o°o°o°o -, y Do'V1E7)WkIM,P.}::'
<br /> in structures"not to be considered living amts"per Section 1616 unless impact resistance in accordance to the HVHZ 0 0 0 0 o a o 0 0
<br /> EPS CORE ILH OR 2LH O O O O
<br /> requirements are met. °°0�0°°°°°°° do 0000000 * FLA.REG.`UMBER494�*
<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 0 0 b _ x,J li
<br /> ALUMINUM BOTTOM 300C -�,110 Ka�1t ABSQCIATES.
<br /> Aluminum Structures Part 1 and conforms to the FBC Chapter 16 and 20. I FACINGS o00 •�! �887
<br /> 7. Testing has been conducted in accordance to ASTM E72-05:Strength Test of Panels for Building Construction. F--CLEAR SPAN(U INSIDE TO INSIDE �OQ OH..
<br /> -� •'. �PIOD39:'`=�(
<br /> 8. Reference test reports:HETI-05-1988,HETI-06-2104,HETI-06-2066,HETI-06-2105,HETI-06-2067,HETI-05-1002,HETI- 0000 `rS• ? � �
<br /> 06-2107,HETI-05-1987,HEfI.06-2069,HETI-06-2070,HETI-06.2071,HETI-O5-1994,HETI-05-1991,HETI-06.2072, ENGINEER OF RECORD TO PROVIDE 0° � 6 q�yN,umAx9L µj��mY
<br /> HE -D6-2073,HETI-OG-2074,HETI-05-1996,IIET(-05-1989,HETIAS-1993,HETI-05-I985,HETI-05-1995,HETI-05- FOR ROOF CONNECTIONS 6 ADD THICKNESS OF °O 36'MAX IN FRONT i 257
<br /> 1990,HETI-05-1997,HETI-05.2037,HETI.05-2029,HETI-05-2039,HETI.05-2030,HETI-05-2041,HETI.05-2048,HETI- SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 0°0 OF PANEL MOTH 2 SIDES
<br /> THIS OR ANY OTHER ENGINEER. PANEL SPANS 0 (12'MAX AT SIDES) '^"'9"'O1^ �•�+�" �.
<br /> 05-2036,HETI-05-2031,HETI-05-2038,HETI-05-2065,HET]-05-2040,HETI-05-2042. 0 mnAnle�o a.ov
<br /> 9. Linear interpolation shall be allowed for figures within the tables shown.
<br /> 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include EPS ROOF PANEU SPAN DESCRIPTION Drawing No.-FL-1001
<br /> the strength of the fan beam to exceed shown figures as part ofsite-spccific engineering. SHEET 1 OF 1
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