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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 D O KI M
<br /> (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) a 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 14.10 10 1750 17.50 16.91 1536 10 1933 1835 1831 17.66 10 2011 20.03 19.42 18.81
<br /> 20 13.44 13.44 1222 1035 20 16.64 15.96 14.06 1216 20 1&11 17.66 1636 15.06 20 19.02 18.81 17.58 1635
<br /> 30 10.78 10.78 9141 6.60 30 15.17 14.06 11.21 8.36 30 16.80 16.36 14.41 12.46 30 17.93 17.58 15.73 13.89 p080%10039
<br /> 40 922 922 6.60 2.85 40 13.69 2-16 836 4.56 40 15.49 15.06 12.46 9.86 40 16.83 16.35 13.89 N4.06
<br /> PO
<br /> BOX 10039g
<br /> 50 e.17 8.17 3.79 - 50 1222 1026 55l 0.76 50 1418 13.76 I0.51 726 50 15.74 1532 12.05 Tel:(813)857-9955
<br /> 60 7.40 639 M98 60 10.75 836 2±6 60 12.87 12.46 8.57 4.67 60 14.64 13.89 1021
<br /> 70 6.81 4,51 - - 70 927 6A6 - - 70 11.57 1116 6,62 2.07 70 13.55 12.66 8.36 R-Ma1 Descip0an
<br /> 80 6.33 2.64 - 80 7.80 4.56 - - BO 10.26 9.86 4.67 80 IZ46 11.43 6S2
<br /> - �AtT Emma R30DlICT
<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 /> (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)
<br /> ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE Q
<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 I L/180 L/240
<br /> 10 19.00 19.00 1717 1653 10 20.50 20.50 20.f3 1924 10 2197 21.97 2152 20.97 IO 2417 2417 21.17 24.17
<br /> 20 15.01 15,01 15.01 13.95 20 19.61 19.24 17.49 I5.74 20 20.77 20.77 19.86 18.76 20 23.61 2364 2a41 2311
<br /> 3D 12.50 1250 I-am 1138 30 18.17 17.49 14.87 1224 30 1957 1957 1821 16.55 30 22.57 2257 21.90 21.01
<br /> 40 10.97 10.97 10.97 8.80 40 16.72 15.74 12.24 8.74 40 1836 1836 1655 14.34 40 21.51 21.51 20.39 1&
<br /> 50 9.92 9.92 9,44 6.22 50 1528 13.99 9.62 5.25 50 1716 17.16 1429 12.13 50 20A5 RA45 Was 1620
<br /> 60 9.I3 9.13 751 3.64 60 13.84 12.24 7.00 1.75 60 15.96 15.96 1324 9.93 60 19.39 19.39 1737 14.70 N >
<br /> 70 1 52 852 558 L07 70 12A0 10.49 438 - 70 14.75 1435 1158 7J2 70 18.33 18.33 15.86 1259 -1 0
<br /> LU cc
<br /> 80 1 8.02 8.02 3.64 - 80 10.95 9.74 1.75 - 80 13.55 13.55 1.- S.SI 80 17.26 17.26 14.35 10.49 in Z d
<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 a o in°dF
<br /> (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) L°at,7 05
<br /> 2 5
<br /> NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) NET EL a)-16.Z❑O
<br /> MAX. ALLOWABLE SPAN (FT) 0 0 tr_
<br /> ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE ()o 0 j a
<br /> LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 I L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 E t (D () w
<br /> 10 23.00 2124 21A7 20.85 10 2440 24.00 1 24.00 23.42 10 2353 23.93 23.88 23.60 10 24.00 24.00 2440 23.84 (1 N Lu?O
<br /> 20 18.06 18.06 18.06 18.06 20 23.34 23.21 21.82 2022 20 2320 23.20 23.03 22 23.46 20 23.65 .65 2334 22.84 'E F() 0
<br /> 30 1543 15.13 15.13 15.13 3D 22.10 21.63 19.42 17.02 30 22.47 22.47 me 21.33 30 22.94 22.94 2259 2L85 N j ()9
<br /> 40 13.34 1334 1334 1334 4D 20.86 20.05 17.02 13.82 40 21,75 21.75 2133 20.20 40 22.23 2223 21.85 20.83 a p 0 .fit Q
<br /> 60 11.17 11.17 1117 8.43 60 1838 16.89 12.22 7.42 60 2029 2029 19.64 17.94 60 20.82 20.02 2036 1827 J O 0 Q
<br /> 70 ]OA4 10.44 1030 5.95 70 17.14 15.30 9.82 4.22 70 19.57 1957 18.79 1&81 70 2011 2011 19,61 1727 111 to� N ❑
<br /> 80 9.05 9.85 &43 3.47 80 15.91 13.72 7.42 1.02 8D 1824 18.94 17.94 15.68 80 19.40 19.40 18.87 16.88 co W 0
<br /> GENERAL NOTES -I
<br /> 1. Composite panels shall be constructed using t 3003-H154 aluminum facia I or 2 PCF ASTM C-578 carpenter SEAL JOINT WITH
<br /> p p g type lacings, reenter brand EPS CONTINUOUS CAULKING
<br /> adhere to aluminum facings with Ashland Chemical 2020D ISO grip.Fabrication to be by Elite panel products only in (-f
<br /> accordance with approved fabrication methods. O O 00,
<br /> OT",
<br /> 00000 z d DRavm av: Dm2. Elite roofpanels maintain a UL 1715(int)class'B'(ext)rating and are NER-501 approved. )OOOO O O O O C a o DRAW B. DYK
<br /> 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code scALE ASS HOWN
<br /> G'h Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter 8 Section 803,Class A interior finish,and BGTTGM FACINGS DATE 2JIW12
<br /> Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. INTERLOEKING CROSS SECTION OPTIONAL i� ••�
<br /> 4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions(including GUT ECRAP R
<br /> load combinations)using the data from the allowable loads tables and spans in this approval. SLOPE 4'MAX WIDTH INTERLOCKING DRI
<br /> 5. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ.In HVHZ,this product shall be used PANEL(1/4'/FT MIN SLOPE)
<br /> 0 0 0 0 0 0" J 3 00�Ek3t3kM,p:E:; Y
<br /> in structures"not to be considered living areas"per Section 1616 unless impact resistance in accordance to the HVHZ F 00000000000 �w EPS CORE ILB OR 2LB 0000000 �* FLA.REG.NUMBER i�4Q7�
<br /> requirements are met. H o 0 0 0 0 a o 0200020
<br /> 0
<br /> 6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for 3 _ ASSOCIATES,EIp�
<br /> 1/
<br /> 0 DOKna'l1
<br /> .Aluminum Structures Part 1 and conforms to the FBC Chapter 16 and 20. ALUMINUM BOTTOM 0 0 II FACINGS o00617 :tv
<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 0O
<br /> 8. Reference test reports:HETI.05-I988,IIET1-06-2104,HETI-06-2066,HETI-06-2105,HETI-06-2067,HETI-05-1002,HETI- oo �� SS'•••. F��
<br /> 06-2I07,IIETI.05-1987,IIETI.06-2069,HETI-06-2070,1iETI-06-2071,1IE•rI-05-1994,HETI-05-199I,HETI46-2072, oo
<br /> ENGINEER OF RECORD TO PROVIDE O rwA•„n.• ,7•lvwF (pwLeeroer.
<br /> I IETI-06-2073,[IETI-06-2074,I1ET1-05-1996,(IETI-05-1969,HETI-OS-1993,11ET1-OS-1985,HETI-OS-1995,HETI-0S- FOR ROOF CONNECTIONS 6 ADD THICKNESS OF 00 36'MAX IN FRONT 6 25% a.aved,m mow,q v,..,a
<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 000(1 PANEL WIDTH 8 SIDES • ,iK •be•a4�oe
<br /> THIS OR ANY OTHER ENGINEER. PANEL SPANS p0 (1 PANEL
<br /> MAX AT SIDES)
<br /> 05-2036,HETI-05-2031,HETI-05-2038,HETI-05-2065,HETI-05-2040,HETI'-OS-2042.
<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 fan beam to exceed shown figures as part ofsitc-specific engineering. SHEET t OF t
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