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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 00 KI M
<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/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 (PSF)' L/80 L/120 L/180 L/240 ENGINEERS
<br /> 10 16.17 15.76 15.03 1440 10 17M 1750 16.91 15.96 10 19.33 1855 1031 17.66 10 20AI 20.03 19.42 IB.BI
<br /> 20 13.44 13.44 1222 10.35 20 1664 15.96 14.06 1216 20 18.11 17.66 16,36 15.06 20 19.02 1821 1758 16M
<br /> 30 10.78 10.78 9.41 6.60 30 15.17 14,06 IL21 8.36 30 1620 1636 14A3 12.46 30 17.93 17.58 15.73 13.89 PO BOX 10039
<br /> 40 922 922 6.60 2.85 40 13.69 12.16 836 4.56 40 15.49 15.06 12.46 9.86 40 16.83 16.35 13.89 11.43 Tampa.FL 33679
<br /> 50 917 B,17 3.79 50 12.22 10.26 SSl 0.76 50 14.10 13.76 1051 726 50 15.74 15.12 12,05 8.97 Tat(813)857.99SS
<br /> 60 7'a 639 U98 6o 10.75 8.36 2.66 60 12.87 12.46 8.57 4.67 60 14.64 13.B9 1021 652
<br /> 70 6.81 4.51 - - 70 927 6,46 - - 70 1L57 I3.16 "22.07 70 3355 IP-66 836 4.06 Ram Oescil Uon
<br /> 80 6.33 2.64 80 729 4.56 BO 1026 9.86 4.67 80 12.46 IL43 652 L60
<br /> Q m �u�
<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 0
<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) 0
<br /> ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE
<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 (PSF)' L/80 L/120 L/180 L/240
<br /> l0 19.00 19.00 1717 16.53 l0 20.50 20.50 20.11 19.24 10 21.97 21.97 21M 20.97 10 24.17 2417 24.17 2417
<br /> 20 15.01 15.01 15.01 13.95 20 19.61 1924 17.49 15.74 20 20.77 20.77 19BG 18.76 20 23.64 2a64 2341 2311
<br /> 30 12.50 1250 1250 1IL31.1 30 18.t7 17,49 14,87 12,24 30 19,57 19.57 1821 1655 30 2257 22,57 21.90 2L01
<br /> 10.97 10.97 10.97 o40 16,72 1534 12.24 8.74 40 1836 1836 I6,53 14.34 40 2L51 21.51 2039 1a91J9.92 9.92 9.44 22 50 1528 13.99 9.62 525 50 17.16 17.16 14.89 12.13 50 20.45 20.45 1828 16.80 913 9.13 751 60 13.84 1224 7.00 1.75 60 15.96 15.96 1324 9.93 60 1939 19.39 1737 14.70 >
<br /> 8.52 8.52 5.58 7 70 12.40IOA9 4-18 - 70 14.75 14.75 1L58 7.72 70 18.33 18.33 15.96 12.59 W 0BD2 8.02 164 DO 10.95 0.74 1.75 - 80 1355 1355 9.93 551 80 1726 17.26 1435 10.49 N Q Z 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 0 W
<br /> o F-0
<br /> (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) o IL rn>
<br /> Z
<br /> NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT> NET MAX, ALLOWABLE SPAN (FT) `o o LL °' O
<br /> ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE 00 00 D a-
<br /> LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/24D LOAD (PSF>' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/I80 L/240 E E m U¢W
<br /> 10 23.0D 2124 2L47 20.85 30 24.08 24.00 24.00 23.42 10 23.93 23.93 23.88 23.60 10 24.00 24.00 24.00 23.84 0 0 _ W
<br /> 20 19.06 18316 H106 18.06 20 23.34 2a21 2L82 2022 20 23.20 23.20 23.03 22.46 - 20 23.65 23.65 2334 22.64 'E F-•() 0
<br /> 30 .15.13 15.13 15.13 15.95
<br /> 3 30 22.10 21.63 19.42 17.02 30 22.47 22.47 22.18 21.33 30 22.94 22.94 2259 21.85
<br /> 40 13.34 Ia34 13.34 4 40 20.86 20.05 17A2 1322 40 21.75 21.75 2133 2020 40 22.23 22.23 21.85 20.BS Q O O F
<br /> 50 IF-10 1210 U?10 1 50 19.62 10.47 14.62 10b2 50 21.02 21.02 20.49 19.07 50 2153 21.53 21.10 I9.86 N J 00 O J
<br /> 60 11.17 1L17 1L17 60 18.38 16.89 IF ea 7.42 60 2029 2029 19.64 17.94 60 20.82 20.82 2036 18.87 _O(.) 1L Q
<br /> 70 10.44 10.44 I0.30 70 17.14 1530 9.82 4.22 70 19.57 1957 18.79 I6.81 70 20.11 20.11 19b1 I7.87 W Qo 9.95 9.85 8.43 80 15.93 33.72 7.42 L02 80 18.84 I8.84 17.94 ISbB 80 19.40 79.40 18.67 16.BB a W of
<br /> O
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<br /> GENERAL NOTES
<br /> SEA=CAULKING.
<br /> UL
<br /> I. Composite panels shall be constructed using type 3003-11154 aluminum facings,I or 2 PCF ASTM C-578 carpenter brand EPS CONTINUadhere to aluminum facings with Ashland Chemical 20201)ISO grip.Fabrication to be by 111he panel products only in -T
<br /> accordance with approvLd I'abrication methods. dF DRANTIBY; DYK
<br /> 2. Elite fool'panels mainmin a UL 1715(int)dais'B'(eet)rating and are NER-501 approved. OOOC1 CHECKED BY: DYK
<br /> C ao SCALE: A96HOYAV
<br /> 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code
<br /> 6a'Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter 8 Section 803,Class A interior finish,and r DATE: u1v1z
<br /> Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. INTERLOCKING cRDss sEcrloN OPTIONAL
<br /> 4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions(including GUTTER
<br /> DRIP CAP R `yQ Y'. /
<br /> load combinations)using the data from die allowable loads tables and spans in this approval. SLOPE 4'MAX WIDTH INTERLOCKING Q:•�1GE3'3SF %
<br /> F '
<br /> S. Deflection limits and allowable spans have been listed to meet FBC including the EIVHZ PANEL(1/41/FT MIN SLOPE)
<br /> In IlV1IZ this product shall be used o110 0 0 0 Do VEoNkM,PE•
<br /> in structures"no[to Ix considered living areas'per Section I616 unless impact resistance in accordance to the 1N(iZ 00000000000 a FPS CORE ILB OR 2LB 000�000 j• '. FLA.REG.NUMBER49497*
<br /> 0 0 0 0 0 o il`�
<br /> requirements are met. `^ 020 0 oo
<br /> 6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for ~ ALUMINUM BOTTOM 0p _W qM8 ASSOCIATES,
<br /> Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. FACINGS o00 :.G Qfyt z6aa7
<br /> 0 PO B6X'10039;'
<br /> 7. Testing has been conducted in accordance to ASTM E72-05:Strength Test of Panels for Building Construction. CLEAR SPAN(U INSIDE III INSIDE 00 OH. % fig'.FTp�Fl0367l�.�
<br /> 8. Reference test reports:HETI-05-1988,HETI-06-2104,HETI-06-2066,HETI-06-2105,HETI-06-2067,HETI-05-1002,HE'1'1- o°
<br /> oG--2107,I IETI-05-1987,IIETI-06-2069,IIETI-06-2070,IIETI-06-2071,I IETI-05-1994,I IETI-05-1991,I IE-r1-06-2072, 0
<br /> ENGINEER OF RECORD TO PROVIDE O mnm.,,w d1.4gNd,Fgkio-l11
<br /> HETI-06-2073.HETI-06-2074,IIETI-05-1996,HETI-05-1989,IIETI.05-1993.HETI-05-1985,I IETI-05-1995.I IETI-05- FOR ROOF CONNECTIONS L ADD THICKNESS OF 00 36 MAX IN FRONT a 25% K,nvroom aw iWKv..nr.a ,
<br /> s 7 7 7 SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 000 OF PAIEL WIDTH 8 SIDES
<br /> 5-20111:HEI-1- 5-20 HETI-05-05-2 8,-HE05-_0-9,IIF:7'ETI-_039,11.ilEOS-_030,111i'1'I-OS-2041,FIETI.OS-_048,(IETI- THIS OR ANY OTHER ENGINEER. PANEL SPAN. 00 (12'MAX AT SIDES) mnau4,a nsaYm
<br /> OS-203G,HETI-05-2031,HGI'1.OS-203S,HETI-OS-20G5,HETI-OS-2040,f1ETI-OS-2672.
<br /> 9. Linear 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 PANEU SPAN DESCRIPTION
<br /> the strength of the ran beam to exceed shown figures as part orsite-s 'cific engineering. SHEET 1 OF 1
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