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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) &ASSOCIATES,LLC
<br /> NET MAX, ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET
<br /> ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE MAX, ALLOWABLE SPAN (FT) CONSULTING
<br /> LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD <PSF)I L/80 L/120 L/180 L/240 LOAD <PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 STRUCTURAL
<br /> 10 1&17 15.76 15A3 I410 t0 17.50 1750 IS.% 15.96 10 19.33 18.95 10.31 17.66 10 20.11 20.03 19.42 18.81 ENGINEERS
<br /> 20 13.44 1144 Id22 10.35 20 16,64 15.96 1406 12.16 20 tail 17.66 16.36 15A6 20 19.02 I8.81 1758 1&35
<br /> 30 10.78 10.78 9.41 6.60 30 15.17 14,06 11.21 8.36 30 16.80 16.36 14.41 12,46 30 17.93 1758 15.73 13.89 PO BOX 10039
<br /> 40 922 922 "a 22 40 1169 1216 036 .56 40 15.49 IS06 12.46 926 40 16.83 16.35 1189 1L43 Temp.,FL 33679
<br /> 50 817 &17 179 50 leze 1026 5.51 0.76 50 1418 13.76 1051 726 50 15.74 15.12 12.D5 8.97 T.F(013)857-0955
<br /> 60 7.40 639 0.98 60 10.75 8.36 2.66 60 I2.87 12,16 857 4,67 60 14.64 1189 1021 652
<br /> 70 6,81 4,51 - - 70 927 &46 - - 70 11-57 1136 6.62 2.07 70 1355 1266 836
<br /> 80 1 633 264 80 7.80 456 80 IU6- 9.66 4.67 80 12.46 IL43 &52 1b0
<br /> _ _ _ _ _ e^1 E41bn g4TWucr
<br /> 101' AgvreovAl
<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)
<br /> ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE
<br /> LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240
<br /> 10 19.00 19.00 17.17 16.53 10 2050 20.50 20.11 1924 10 2197 21;97 2152 2037 10 24.17 2417 24.17 2417
<br /> 20 15.01 15.01 15.01 1195 20 19.61 1924 17.49 15.74 20 20.77 20.77 19,86 1&76 20 23.64 23.64 23.41 Eau 0
<br /> 30 Ia50 1250 1250 13.64
<br /> 8 30 18.17 17A9 14.87 1224 30 1957 1957 1821 16.55 30 2E57 M57 21.90 21.01
<br /> 40 10.97 1IL97 10.97 40 1&72 15.74 1224 a74 40 1836 18.36 1655 1434 40 2151 21.51 2039 18.91
<br /> 50 9.92 9.92 9.44 50 1528 13.99 962 5.25 50 17.16 17.16 14.89 12.13 50 20.45 20.45 18.88 16.80 J
<br /> 6D 9.13 9.13 7.91 60 I184 1224 7.00 I.79 60 15.96 15.96 1324 9.93 60 1939 19.39 17.37 14.70 r O8.5e 852 558 70 IP-40 10.49 438 - 70 14.75 14.75 IL58 7.72 70 I&33 10,33 1526 1259 w BA2 8.02 164 00 10.95 8.74 1.75 - 80 1355 13.55 9.93 55I 80 1726 17.26 14.35 1a49 Q Z d
<br /> 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 a.S
<br /> (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) a°�c6Cl) o z
<br /> NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) S'LL M-O
<br /> `o D
<br /> ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE U o 0 7 a
<br /> LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)I 080 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 E r m U¢w
<br /> 10 23.00 21.24 PL47 20.85 10 24A0 24.00 24.00 23.42 10 23.93 23.93 2329 2160 10 24.D0 24.00 24.00 2184 C w
<br /> 20 IaD6 18.06 18.06 18.06 20 2334 2321 21.82 2022 20 2220 23.20 e3A3 EZ46 20 23.65 n.65 e334 22.84 'E H U 0�
<br /> 30 15.13 1513 1113 1513 30 224D 21b3 19.42 1722 30 22A7 2a47 e2ae 2L33 30 2a94 22.94 2259 21.83 N j U z F
<br /> 40 1134 1334 2134 13.34 40 M86 20.05 1 A2 1322 40 21.75 21.75 2133 2020 40 2223 22.23 21.89 20.83 Q O O Q
<br /> 50 Ia10 12.10 tala 10.91 50 19,62 18.47 14.62 10.62 50 21.02 21.02 20.49 19,07 50 2153 21.53 21.10 19.86 N J O J_
<br /> 60 11.17 ILl7 1L37 8.13 60 I&38 16.09 3222_ 7.42_ 60 _202'--20.29--19.64__17.94- 60 -2a82--2092--2036-�8.87 --O-V �Q�
<br /> 70 10.44 10.44 10.30 5.95 70 1714 IUD 9.82 4.22 70 1957 1957 18.79 16.01 70 20.11 2011 19.61 17.87 w rnDO
<br /> O_
<br /> 80 9.85 925 8.43 3.47 t30 15.91 13.72 7A2 1.02 80 18A4 18.84 17.94 15.68 80 19.40 19AO 18.97 16.88 d R`
<br /> w O
<br /> GENERAL NOTES LL
<br /> I. Composite panels shall be constructed usin t e 3003-11154 aluminum facings,I or 2 PCF ASTM C-578 carpenter brand EPS SEAL JOINT WITH
<br /> P P g YP rP CONTINUOUS CAULKING
<br /> adhere to aluminum facings with Ashland Chemical 20201)ISO grip.Fabrication to be by Elite panel products only in
<br /> accordance with approved lubrication methods. O O O O 0 0 0 0 0 0 a DRAWN er: one
<br /> 2. Elite rool'panels maintain a UL I71 5(int)class'B'(ext)rating and are NER-501 approved. )O O O O 0 O O O O O C W CHECKED BY: C K
<br /> 3. This specification has bean designed and shall be fabricated in accordance with the requirements of the Florida Building Code ,Q SCALE: AS SHOWN
<br /> 6"'Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter 8 Section 803,Class A interior finish,and 1 A DATE: 2HW12
<br /> Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. INTERLOCKING CROSS SECTION OPTIONAL
<br /> gn Y P engineering Practice the allowable loads for sites specific load conditions(including GUTTER OR :O
<br /> 4, The designer shall determine b accepted s`11 ineerin pe (' g DRIP CAP Y.
<br /> load combinations)using the data from the allowable loads tables and spans in this approval. a SLOPE 4'MAX WIDTH INTERLOCKING Q;•��GENSF ';
<br /> S. Defection limits and allocable spans have been listed to meet FBC including the HVI4Z.In I IVIIZ,this product shall be used PANEL O/4'/FT MIN SLOPE)
<br /> O 080 0;0 O" �= D0 17P.�100.1,PE.�
<br /> in structures"not to be considered living areas"per Section 1616 unless impact resistance in accordance to the HVHZ r �ODO�OQO�OD c u EPS CORE ILB OR 2LB Op00000 ' FL/L REG.NUMBER 496W*,.
<br /> regUlrcmCnlS are met.
<br /> ti O O O O O O as O°O 000 * i ,
<br /> 6. Safety fnctor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for o
<br /> o ALUMINUM BOTTOM 00 ;�. DO KIMSASSOGATES,tI,t�Y
<br /> Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. FACINGS 00° „Q�4j6987 :tV
<br /> 7. 'resting has been conducted in accordance to ASTM E72-05:Strength Test ofPancls for Building Construction. CLEAR SPAN(L)INSIDE TO INSIDE °o O.Fe - PIC�SBBnbX10035'\�`:
<br /> 8. Reference test reports:I-ILTI-05-1988,HETI-06-2I04,HE'1'1-06-2066,HE'1'1-06-2105,HEl'1-06-2067,HE'I'1-05-1002,H13'I1- o° ��'�g' /0 VN
<br /> 06-2107,11 ETI-05-1987,IIETI.06-2069,11ETI-06-2070,I I ETI-06-207 1,IIETI-05-1994,IIETI-05-1991,11ETI-06-2072, °o `S/()Np(- C
<br /> ENGINEER OF RECORD TO PROVIDE O mo:m,w .�.(nati�rt��or ergmpud.ugoer.
<br /> IIETI-06-2073,FiETI-06-2074,IIETI-05-1996,IIETI-05-1989,IIETI-05-1993,IIETI-05-1985,FIETJ-05-1995,HETI-05- FOR ROOF CONNECTIONS 6 ADD THICKNESS llF o° 36'MAX IN FRONT 6 25% rnnsed w mb aqe c sp�.dnwa x
<br /> 7 7 7 SUPPORTING STRUCTURE DETAIL HY WALL FOR TOTAL °°° OF PANEL WIDTH @SIDES dw.ao���ea�.wn4Yw,�saw
<br /> 1990,HEl'I-OS-1997,HETI-05-2037,HETI-0S--0-9,HETI-05--039,HETI-05--030,HETI-05--041,HE'1'1-05-_048,HI f1- PgNEL SPAN 0 02 MAX AT SIRES)
<br /> THIS OR ANY OTHER ENGINEER. O nonca,e+ asanc
<br /> 05.7036,HETI-05-2031,HETI-05-2038,HETI-05-2065,HETI-05-2040,HETI-05-2042.
<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 /> die strength of the fan beam to exceed shown figures as part of site-s ecitie engineering. SHEET t OF 1
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