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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).
3' x 0.024 x I - 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
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) AssoelATEs,LLO
NET MAXALLOWABLE SPAN(FT) NET MAX.ALLOWABLE SPAN(FT) NET
MAX.ALLOWABLE SPAN(FT) NET MAX.ALLOWABLE SPAN(FT) CONSULTING
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE STRUCTURAL
LOAD(PST)' V80 L/120 L_ L/240 LOAD(PST)' L/80 L/120 L/I80 L/290 LOAD(PSF)t .133 111- L/180 L/240 LOAD(PSF)1 -It -3 L/180 L/240 ENGINEERS
1376 10] 14.10 1].!0 IJ.lO 1691 10 9.42 1flB1
20 1344 1344 12.22 10.35 20 16A4 15.96 11.06 1216 20 11BJ1 1).66 16]6 15.06 M ism NA., tl.5a .6.
ae BJe IaJe "A 660 1SI7 14A6 21 30 14w1 1246 1).9] 1].SB ISI3 1189
40 922 922 6b0 2.85 10 i]69 1B16 836 fl36 40 �9 17.066 1246 9.B6 0 -a 1633 1169 IL43 PO ,-
se 81J fllJ 1>9 5D .22 1026 551 116 50 1418 13.,A 10.51 )26 SD 1S)4 11L. 1205 89] Tre(el]1367.9]S9
60 TAo ii9 as. 60 ca's 128] 12.46 fly) 60 1464 6.52
681 451 - - 70 92> ]6 - ILS) 11.16 662 N 1155 4.06
6]J >.BO �M 1026 12.16 652 1b0
IORPPNLCT
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
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS)
ME 7 MAX.ALLOWABLE SPAN(FT) NET MAX.ALLOWABLE SPAN(FT) NET MAX.ALLOWABLE SPAN(FT) NET MAX.ALLOWABLE SPAN(FT) m�
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE d»o
LOAD(PST)' L/80 I L/120 I L/180 L/240 LOAD(PST)1 L/80 L/l20 L/I80 L/240 LOAD(PSF)1 L/80 L/120 L/180 L/240 LOAD(PSF)1 L/80 L/120 L/l80 L/240 T
ID
19Ao 19A0 '1 7 1653 10 2050 M50 M11 1924 10 2L9J 21.9J 2L52 2a97 He 24.17
24.1I 24J] 21.1J
20 15A1 501 1195 20 1961 A". ]w9 11 18]4 M77 2a)J e6 M -1. 2111 C.
JO 1230 12.50 1290 L38 30 1BJ7 1119 1487 -119.3) 1e.21 16.55 30 2.57 223] 2L90 21A1
1197 1D97 ¢9) fla0 40 1672 1].)4 1224 874 40
2L]I 20.]9 1B.91
SO 892 892 844 612 w A-. 1199 9. 525 sa )16 I)J6 14.99 121] 50 2T45 M45 flee I-D
9.Is 7.51 364 60 Ia., 1224 )fro 60 - 15.96 1321 99] 6o ".]9 A.
]9 173) 14.7o
)0 e!2 aa5 S.98 L 77 )0 2.40 10.49 1.38 L- 70 14.)! 14.73 II70 7.)2 )0 .33 O
1fl]] 1186 1259 a
Bo 802 .2 all - BO Ia95 fl14 L75 - BD -,A 1155 9.93 5.51 fi0 1)26 1>.26 14.35 10.49 Q Z a
a
6' x 0.024 x I - LB EPS PANELS 6' x 0.032 x I - LB EPS PANELS 6' x 0.024 x 2 - LB EPS PANELS 6' x 0.030 x 2 - LB EPS PANELS 'w PQ-
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) Q T Ln2
NET MAX.ALLOWABLE SPAN(FT) NET MAX.ALLOWABLE SPAN(FT) NET
MA%.ALLOWABLE SPAN(FT) 0 1Ji r?a
MAX.ALLOWABLE SPAN(F7) NET OO
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE V o - o 3 a
LOAD(PSF)t L/80 L/120 L/l80 L/240 LOAD(PSF)1 L/80 L/120 L/I80 L/240 LOAD(PSF)t L/80 L/lE0 L/180 L/240 LOAD(PSF)1 L/80 L/120 L/180 L/290 l E L N U Q w
10 23A0 2L24 2L4] 2afl5 10 24.00 24A0 2112 -10 2a9] 2]9] 2].oB 23.60 2400 21.00 AO 2].e4 °m U
20 NA. Ifl06 B06 IBa6 0 23]1 2]21 2L82 2022 20 232a 2]20 2]03 2246 20 2165 165 21]1 22e1 E f U U 2
tl.1] I31] St3 ISI3 ]0 2L1a 21.6] 9.42 17A2 30 224I 22.4] 22.IB 21.3J ]0 22.94 2294 2L59 2L83 U z r
40 134 1134 10 6 20.05 1>.02 e2 40 2L75 21.]5 2L]] 2a20 40 222] 222] 8.65 20.85 Q p `i Q
So 12.10 12.10 50 2962 8.4] 1462 b2 So 21A2 2L02 20A9 19.0I 50 21.5] 2L5] 21.10 I8B6 O)j U Q j N
60 ILI> ILI) fl4l e]B 16.89 1222 7.12 60 2D29 2a29 19.64 J.91 60 2ae2 Mat M]6 fl8I _ U o Q Q
10.41 10.•4 ta30 S95 JO 1).M 15.J11 982 122 )0 19.SJ 18]9 1681 70 2a11 1961 IJJI] W H O
9.BS 9A5 fl4J 11] BO 1591 ].]2 ].42 1A2 BO 1BA1 1J.94 156a He 10.10 Ifl8] 16BB < d K
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GENERAL NOTES L J SEA HT WITH
1. Comp.,hc panels Shall be conaructed nsing type 300341154 aluminum facings,1 or 2 PCF ASTM C-579 caul-ter brand EPS C.INI®.IS caa.%INO
adhere to aluminum facings with Ashland Chemical 2020D ISO grip.Fabrication to be by Elite panel products only in
accordnncc wilt nppmvcd fabrication mcthnds. 0 0 0 0 O O O O O O -
2. Elite mofpallc0 maintain.UL 1713(in0 class'8'(,,XI).6ng and are NER-501 app-d )O O O O O O O O O O( <� cNA- am
3. Thisspecifcasion has beendesignd and shall be fabricated to.-rdan-ish the rc4uircmern;offl.Florida Building Code
5°Edition(1-13C),cmnpnsite Panels comply with Chapter 7 Section 710.Otapler 8 Scctim1803,Class A interior fnisb,and
AS MAXON!
Chapter 26 Section 2603.All local building code amendments shall be adhered w as required. N OPTION.L o.1e msn
4. The desigxlershall determine byampted engineering practice the allowably loads for Site Specific lead coodidors(including rnx Do"Rp O Y
DRIP G11
lu;xl combim,ionsl Using the dumfromthe allowable loads mblcs and spans in thu pp-I. Q SLOPE 4•NAz AV InreatoatNG Q 3CENgF
5. Deflection limits and allowable spans It-been listed to meet FBC including the IIVHZ In IfVH7 this product shall be used � � � PANEL(1/P/far MIN SLOPE)
in stmnlacs-not to be considered living a Less per Section 1616 unless impact resialance in accordmcewlhe HVl12. 000np000p000 'x -bqM 2 .E.
000°0000000 a W EPS CORE ILB OR 2LB O°0000o LA. 1
rcgnncrtwntY arc met¢ v, a 000°000
4. Safety facmraf2.0 h s been use W dmylop allowably leads Bad spare Crom,esting in accordance m the Guidelines for ° AwxtxuN eormH xt
o° 1>�socu=
Aluminum Structlacs Part 1 Bad conforms 1,Abe FOC Chapter 16 and'_0. FAcINGS ooc ox6"
7. Teailgg has heal conducted in aSznrda(tee to A57M E72-0S:Strrngth Test ofPonels for})uilding Comuuctior --.EAR SPAN al I-AE To INSIDE Is Ox O srArawa..a3 f
& Rekrcnce test r"ns:1EII-05.1988,I16-IT-06-2104,IfER-06.2066,IILTI-06-2105,I1H I I.06-0067,I1En-05-1002,HE n- 1
0 aft e
06-2107,HETI-05.1987,IIETI-06-2069,11En-06-2070,IIEIT-06-2071,IiETI-05-1994.IIETI-05-1991,ILETI-06-2072, oo F ORID p'
ENGINEER OF RECORD TO PROVIDE O S
11HO-06-2073,HETI-06-2074,HEST-05-1996,H1;1T-05-1999,HF,1T-05-1993-HMI-05-I985,HEI'I-05-1995,HE'fI-05- FOR ROOF caAErnons L ADD T1arxNEAS or 00 36•NA IN FR°9I 6 258 S� E�
1990,IIET1-05-1997,HF-1'1A5.2037,)IETl-O5-2029,HETi-05-2039,HET1-0S 2030.FIFTI.05-2041,HET1-05.2048,IIET1- SUPPORTNG SaTRcE(D E DETAIL Br 'ALL FOR TOTru. 00°DF PANEL vA a SIDES NAL -2s15
SUPPORT
OR AN OTHER ENGINEER. PANEL SPAN. °O 112'NA%AT SIDESI
05-2036,HETI-05.2031,HETl.05 2D3S.llEri-O5--2065,IiETI-05-2040,HETI-05-2042.
9. Linear inteq-1.1i0n shall be.11oHd fur figures whhi.,h-,.bA.shown
to.Panels wish fan beams shall be considered cquivalrnNo similarpands witholn fan beams.Dcsigopmfcssiowlsmayindude Drawing No.-FL-1001
Abe
slrcnnh o'd.fm be an w eXceed shows,furescPonnr.4- iftc eacinceing. EPS ROOF PANEL/SPAN DESCRIPTION SHEET,oF,
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