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HomeMy WebLinkAboutROOF PANEL-SPAN DESCRIPTIONSCANNED ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplie$tb�,Ur�ICoe)QJ'er`iie ultimate loads (psf). 3' x 0,024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 1617 15.76 15.03 14.10 20 13.44 13.44 1222 10.35 30 10.78 10.78 9.41 - 6.60 40 922 922 6.60 50 8.17 BA7 3.79 60 7.40 639 0.99 i 70 6.81 451 - 80 6.33 2.64 - 4' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 L/80 I L/120 IL/180 L/240 6' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 23,00 21.24 21.47 20.85 20 18.06 18.06 18.06 18.06 30 - 1513 15.13 15.13 40 13.34 13,34 13.34 50 12.10 12.10 12.10 60 11.17 11.17 11.17 g33 R 10.44 10.44 10.30 80 9.85 9.85 8.43 3' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 1750 17.50 1631 15.96 20 16.64 15.96 14.06 1216 30 15.17 14.06 11.21 8.36 40 13,69 2-16 836 4.56 50 1222 1026 5.51 0.76 60 10.75 9.36 2.66 70 9.27 6.46 - - 80 7.80 4.56 - - 4' x 0,032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 ID 20.50 20.50 2011 1924 20 19.61 19.24 17.49 15.74 30 18.17--- 40 16.72 M74 12.24 8.74 50 1528 13.99 9.62 S25 60 13.84 12.24 7.00 1.75 70 12.40 10.49 4.38 - 80 10.95 8.74 L75 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 ID 24.00 24.00 24.00 23.42 20 23.34 23.21 21.82 20.22 30 22.10 21.63 19A2 17.02 40 20.86 20.05 I7.02 I3.82 50 19.62 18.47 14.62 10.62 60 18.38 16.89 12.22 7.42 70 17.14 15.30 9.82 4,22 80 15.91 la72 7.42 1.02 3' x 0,024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 I L/180 L/240 10 1933 19.95 1B.31 17.66 20 18.11 17.66 16.36 15.06 30 16.80 16.36 14.41 IF 46 40 15.49 15.06 12.46 9.86 50 14.18 13.76 iazi 726 60 12.87 12.46 8.57 4.67 70 IIS7 11.16 6.62 2.07 177- 80 30.26 9.B6 4.67 - 4' x 0,024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 21.97 21.97 2152 20.97 20 20.77 20.77 19.86 18.76 _ 30 1957 19-97 18.21 16.55 40 18.36 18.36 1655 14.34 50 17.16 17.16 14.89 12.13 60 1536 15.96 13.24 9.93 70 14.75 14J5 11511 7,72 80 1355 1355 9.93 5.51 6' x 0,024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/I80 L/240 10 23.93 23.93 23.88 23.60 20 2320 23.20 23.03 22.46 3D 22.47 22.47 22.18 21.33 40 21.75 21.75 21.33 20.20 50 21.02 21,02 20.49 19.07 60 2029 2029 19.64 17.94 70 19.57 19.57 18.79 16.81 80 18.84 18,84 17.94 15.68 GENERAL NOTES 1. Composite panels shall be constructed using type 3003-H 154 aluminum facings, I or 2 PCF ASTM C-578 carpenter brand EPS adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in: accordance with approved fabrication methods. 2. Elite roof panels maintain a UL 1715 lint) class'B' (ext) rating and are NER-501 approved. 3. This specification has been designedand shall be fabricated in accordance with the requirements of the Florida Building Code 6" Edition (FBC), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be adhered to as required. 4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using the data from the allowable loads tables and spans in this approval. 5. Deflection limits and allowable spans have been listed to meet FBC including the HVIIZ. In HVHZ, this product shall be used in structures "not to be considered living areas" per Section 1616unless impact resistance in accordance to the HVFIZ requirements are met. 6. Safety factor of2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines For Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. 7. Testing has been conducted in accordance to ASTM E72-05: Strength Test of Panels for Building Construction. 8. Reference test reports: HETI-05-1988, HETI-06-2104, HETI-06-2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETI- 06-2107, HETI-05-1987, HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, HETI-06-2072, HETI-06-2073, F1ETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993, FIETI-05-1985, HETI-05-1995, HETI-05- 1990, HETI-05-1997, HETI-05-2037, HETI-05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI- 05-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042. 9. Linear interpolation shall be allowed for figures within the tables shown. 10, Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include 3' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 20.11 20.03 19.42 18.81 20 19.02 18.81 1758 16as 30 17.93 17.58 15.73 13.89 40 16.83 16,35 13.89 11.43 50 15.74 15.12 12.05 8.97 60 14.64 13.89 1021 6.52 70 13.55 12.66 9.36 4.06 80 12.46 11.43 652 L60 4' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE - LOAD (PSF)1 I L/80 I L/120 I L/I80 L/24n 6' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 24.00 24.00 24.00 23.84 20 23.65 23.65 23.34 22.84 30 22.94 22.94 2259 21.85 40 22.23 22.23 21.85 2185 50 21.53 PL53 2110 19.86 60 20.82 20.82 2036 18.87 70 20.11 20.11, 19.61 17.87 80 19.40 19.40 1827 162E SEAL JOINT WITH CONTINUOUS CAULKING U (- 0000 000000 wa )000000000or< BDTTOM AC N S INTERLOCKING CROSS SECTION OPTIONAL GUTTER OR DRIP CAP SLOPE 4' MAX WIDTH INTERLOCKING PANEL (1/4'/FT MIN SLOPE) O OHO OHO O� JS F p0000 o00�00 is EPS CORE SLH OR 2LH 0000000 o00000o D g ALUMINUM BOTTOM 00 I FACINGS �OQO INSIDE f+-CLEAR SPAN (Ugg� gg 00 O.H. O(Y jj�l 0@1 ENGINEER OF RECORD TO PROVIDE FOR ROOF CONNECTIONS 6 ADD THICKNESS OF OD 36' MAX IN FRONT 6 25% 0 SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL THIS OR ANY OTHER ENGINEER. PANEL SPANS OOC OF PANEL WIDTH a SIDES 00 (12' MAX AT SIDES) EPS ROOF PANEL/ SPAN DESCRIPTION D❑ KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tames, FL 33679 Tel: (813) 85r-9955 nDesert Don fim - Mkm PRODUCT is 0 09 r- Co CD O It. Co `o o LL E t " m �[(-aU E N j c J U O LU v * FLA. RE' rn > W W aza W to Q Hvi U z 0 (L UQW W � O 0 Z W U�Q O J in I L ¢ o in it W U -1 u- Drawing No. - FL-1001 SHEET IOFI