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HomeMy WebLinkAboutEPS FOAM CORE COMPOSITE PANELSELITE PANEL SPAN TABLES: 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 16.17 15.76 .' 15.03 14.10 20 13.44 13,44. 12.22 - 10.35 30 10.78 10.78 9.41 6.66 40 9.22 9.22 6.60 2.85 50 8.17 8.17 3.79 - 60 7.40 6.39 0.98 - 70 6.81 4.51 - - 80 6.33 2.64 - - 4' 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 19.00 19.00 17.17 16.53 - 20 15.01 - 15.01 15.01 13.95 30 12.50 12.50 12.50 11.38 40 10.97 10.97 10.97 8.80 50 9.92 9.92. 9.44 .6.22 60 9.13 9.13 7.51' 3.64 70 8.52 8.52 5.58 1.07 80 8.02 8.0E 3.64 - 6' 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 23.00 21.24 '21.47 20.85 20 18.06 18.06 "" ' 18.06 18.06 30 15.13 15.13 15.13 15.13 40 13.34 13.34 13.34 13.34 50 12.10 12.10 12.10 10.91 60 11.17 11.17 11.17 8.43 70 10.44 10.44. .' 10,30 5,95". 80 9.85 9.85. "' 8.43 3.47 FILE C( 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 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 . 17.50 17.50 16.91 15:96 20 ' 16.64 - 15.96 14.06 12.16 30 15.17 14.06 11.21 8.36 40 13,69 12.16 8.36 4.56 50 12.22 10.26 5,51 0.76 60 10.75 8.36. 2.661 - 70 9.27 1 6.46 . - - 80 7.80 1 4.56 _ ji - - 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 10 20.50 20.50 20.11 _ 19.24 20 19.61 19.24 17.49 15.74 30 18.17 17.49 14.87 12.24 40 16.72 15.74 12.24 8.74 50 15.28 13.99 .9.62 5.25 60 13.84 12.24 7.00 1.75 70 12.40 30.49 4.38 - 80 10.95 8.74 1.75 - 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN. CHARTS) NET ' ALLOWABLE LOAD (PSF)1 MAX, ALLOWABLE SPAN (FT) L/801153... L/180 L/240 10 24.0024.00 23.42 20 23,3421.82 20.22 30 22.1019.42 17.02 40 20.8617.02 �, 13.82 50 19W6214.62 10.62 60 18.3812.22 7.42 70 17.14 9.82 4.22 An 15.91 1 13.72 1 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/60 L/120. L/180. L/240 - 10 - 19.33 18.95-18.31 17.66 20 18.11 ' 17.66 16.36 15.06 30 16.80 16.36 14.41 12.46 40 15.49 15.06 12.46 9.86 S0 14.18 13.76 .10.51 7.26 60 12.87 12.468.57 4.67 70 11.57 11.16 6.62 2.07 80 10.26 1.86 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 21.52 20.97 20 .20.77 20.77 19.86 18.76 30 19.57 19.57 18.21 ". 16.55 40 18.36 18.36 ' 16.55 14.34 50 17.16 17.16 14.89 . 12.13 60 15.96 15.96 13,24' 9.93 70 14.75 14.75 11.58 7.72 80 13.55 13.55 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/180 L/240 10 23.93 23.93 23.88 23.60 20 23.20 23.20' 23.032246 30 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 20.29 20.29 19.64 17.94 70 19.57 19.57 "i8J9 16.81 80 18.84 18.84 94 k.15.68 GENERAL NOTES 1. Composite panels shall be constructed using; type 3003-H154 aluminum facings, 1 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 roorpanelti maintain a UL 1715 (mt) class B' (ext) rating and are NTER-501 approved. 3. This specification, has been designed and $bail be fabricated in accordance with the requirements of the Florida Building Code 01 Edition (1713C), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 903, Class A interior ftaish, 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 HVHZ. in HVHZ. this product shall be used in structures "not to bt considered. living areas" per Section 1616 unless impact resistance in accordance to the HVHZ . requirements are met, 6. Safety factor of 2.0 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 AST.?J 1?72-05: Strength Test of Panels for Building Construction. S. Reference test reports: FIETI-0571988, HETI-06-2104, HETI-06-2066, HETI-06-2105, HETI-06-2067, BET 1-05-1002, HETI- 06-2107, HETI-05-1987, HETI=06-2069, HETI-06-2070,116T1-06-2071, HETI-05-1994, HETI-05-199J., HETI-06-2072, IlE TI-06-2073, HE-1T-06--2074,1ILTI-05-1996, HETI-05- 1989,14ETI-05-1 993, HETI-05-1985, HETI-(1.4995, HETI-o5- 199o, HHTI-05-Is)97, niin-o5-2on; Rrn-o5-2029, ilETl-05-2039. IIFTI-o5-2030, HE1T-05-2041, trr1-os-2048, HE17- 05-2036, HFTI-05-2031, HETI-05,2038, HF..TI-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 the strenalh ofthe fan beam to exceed gM%ml fietlres as nart ofsite=snecific enaineerint 3� >c-L-03-0LB_EP R&NEL-S` (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE .SPAN (FT) L/80 L/120_ L/180 .L/240 i 10 20.11 20,03 19.42 18.81 ,0] - 20 19.02 18.81 17.58 16.35 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 10.21 6.52 70 13.55 12,66 8,36 4.06 80 12:46 11..13 6.52 L60 4" 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 24.17 24.17 24.17 24.17 20 23.64 23.64 23.41 23.11 30 22.57 22.57 21.90 21.01 40 21.51 21.51 20.39 18.91 50 20.45 20.45 18.88 16.80 60 19.39 19.39 17.37 14.70 70 18.33 18.33 15.86 12.59 80 1726 17.26 14.35 10.49 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 22.59 21.85 40 22.23 22.23 21.85 20.85 50 21.53 21.53 - 21.10 19.86 60 20.82 20.82 20.36 18.87 70 20.11 _ 20.11 19.61 17.87 80 - -19:40` -`y19.40 18.B7 1 16.88 ® K1 & ASS'OCIATES, LL�.0 CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa, FL 33679 Tel: (813) 857-9955 1 /n\ I =t I Edition PRODUCT 1 u) > J p W (0 QZa aYQ ro g ^ LU Co � iL M FL rnJ aZ0 O 2 LL g R U oY U pin. U QJ W 3 i11 � H V UJ�� j C 7 l7 C) U Z FW- C ZZ J p W LLQQ 1o0 a W O LL TSEAL,;:JOINTLKING CONTIRUOUS CAULKING (- 0000 D O O C> z 10-- I q �p '�� .ECKEDD M. DYK ) Q O O Oto O Q O Q O( 0-M •,y u�jte'`_' . SCALE: AS SHOWN 1 '3s DATE: 2119/12 ­-2--BOTTOM FACINGS -J- - • INTERL-[7GKING=GROSS�SEGTION=%^%"'� GOPTIONAL UTTER OR 'xl""`'I'''r•'r•t,.,r DRIP CAP 'SLOPE 4' MAX WIDTH INTERLOCKING �.•�,.... . F PANEL :1/4'/FT MIN SLOPE) y 000`DN•.U;�MBERP Ej.�000000 z w00000t EPS CORE 1LB OR 2LB 0000 FLA.o- 000, 4 00000020� 0000 4a o ALUMINUM BOTTOM 00 _ DO KIM%ASSOCIATES. Lli = I FACINGS 0 0 .- `. CA# $887 0039 CLEAR SPAN (L) INSIDE TO INSIDE DO O.H. i80167@,•�.;'� 00 0 0 ......... ENGINEER OF RECORD TO PROVIDE 00 1hhk- ,rnd'�2,.e'NW �nne4ndsdalyoov. FOR ROOF CONNECTIONS & ADD THICKNESS OF C0 36' MAX IN FRONT & 25% lo,.PE,n da,eu,Y,y.blQir,Is�d�Sl�a.Ptnmacwi., SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL O OF PANEL WIDTH @ SIDES ^/mndxon t.n•nman,w,�,a�sn,a„w:<3m.na THIS OR ANY OTHER ENGINEER. PANEL SPAN, p00 (12' MAX AT SIDES) WIM16 ` °""Ya""°"i`mPi`� Drawing No. - FL.1001 EPS ROOF PANEL/ SPAN DESCRIPTION SHEET 1 of 1