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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) 4 ASsoCIATES,LLC
<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 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)I -L/80. L/120 L/180 L/240 LOAD (PSF)I. L/80 L/120 L/180 L/240 "STRUCTURAL -
<br /> " 10 16.17 15.76 15H3. 14.10 10 17.59 17.50 16.91 15.96 10 1933 IBAS IB.31 17.66 ]0 20.11 20-03 19.42 i8.B1 ENGINEER S
<br /> 20 13A4 _33.44 12E2 .10.35 20 16.64 15.96 .14.06 12.16 20' 18.11 .17.66 16.36 .ISA6 20 .19.02 " IB.B1 17.58 16,35
<br /> 30. 10.78 9.22 - 6.41 .6.60 30 15.17 14.06 1121 836 30 16.00 16.36• 14.41 '12.46 30 17.93 1758 15.73' 13.89 PO BOX 10039
<br /> 40 ;922 9.22 '.6b0 2b5 40 13.69_ 12.16 8.36 4.56 40 15.49 15.06 12.46_ a'61 _ 40 16.83 1635 13.89' .11.43' Tompe,FL 33878
<br /> 50 8.17 8.17. 3.79 - 50 IP-22. 1026 5.51 0.76 50 14.18 13.76 10.53 50 15.74 15.12 12.05 837 Td:(013)9574M
<br /> 7.40 639. 0.98 - 60 10.75 IL36 2.66 - 60' :12.87 12.41 8.1' 60 14.64 1329' 10.21� �6.52 70 6.81 4.51 - - 70 927 6.46 - 70 IIS7 1116 6.62 70 13.55 12.66 836 4.06- Ro.� Description
<br /> 80 633 2.64 - - 80-" 7b0 - 456, - - -BO: 1026. 9.86 : 4.67� BO 1296 -- 11.93 "652. - Ib0 -
<br /> 4' x 0,024.x 1 = LB EPS PANELS 4' x 0.032, x.I -..'LB- EPS PANELS 4': x:0.024'x-2" ,-" LB EPS PANELS 4' x 0,030 x 2 - LB EPS PANELS "
<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
<br /> MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) -
<br /> ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE
<br /> 'LOAD.(PSF)I. L/80 L/120 L/I80' :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. 1717 1653, 10 20.50. 2050' 20m 19.24 10 21.97 21.97 21.52 20.97 ..10 24.17 24.17 •24.17 -2417 _
<br /> 20 15,01 15.01 15,01' 13.95 20 19.61 19.24 17A9 15.74 .20 20.77' 20.77 19.86 18.76 20. 23.64 23.64 23A4 .2311 '
<br /> 30 12SD 12.50 1250' A11171 30' IB.17 17A9 14.87 12.24 30 19.57 1957 ]821 '1655 30 22.57 22.57 21.90' 21AI
<br /> 40 10.97 .10.97 10.97 16.72 - 15.74 1224 8,74' 40 18.36. 19.36 16.55' 143421.51 2151" 20.39. 18.91
<br /> 50 9.92 9.92 9.44 15.28 - - 13.99" '9.62' 5.25' 50 1716 17.16' I4,89' 12.13 50 20.45 20A5' 1B.BB '16.8060 9.13 943 751 60 13.84 1224 7.00 I.75 60 15.96 I5.96 13.24" 9.93 60 19.39 1939 17.37 14.70 N70652 B.52 558' 70 12.40 10.49. 4.38 - 70 14,75, 14.75' 11.5fi 7.72 70 18.33 18.33 15.86' '12.59 J Q
<br /> 80 8.02 8.02 3b4 BO 1035 B.74 1.75 - "80 13.55 13.55 9.93 5.51 80" 1726 1726 1435 IOA9 :: ZQ 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 o Hw-U)
<br /> (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) 1°a'm m
<br /> NET MAX, ALLOWABLE.SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET RL rn_ CL Z O
<br /> " MAX. ALLOWABLE'SPAN CF.T) NET MAX. ALLOWABLE.SPAN (FT) o o tL
<br /> ALLOWABLE ALLOWABLE ALLOWABLE _ALLOWABLE - 00 Y' .p Z)CL '
<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)! L/80" L/120 L/180 L/240 LOAD CPSF)I L/80 L/120 L/180 "L/240 E.c m U w
<br /> 10 23.00 2124 21.47 20.95 10 24.00 24.00 24.00 23.42 10 23.93 2333 23.88 23.60 10 24.00 24.DO 24.00 23.84 M U F W 2D I 0
<br /> Ba6 19.06 18H6 - 18.06 2D 23.34 2321 21.82 20.22 20 23.20 2320 23.03 22.46 20 23b5 23.65 23.34 22.84 C F U ?T
<br /> 30 15.13 15.13 I533 15.13 30 2210 21.63 19.42 17.02 30 22.47 22.47 2E.18 2133 30 22.94 2294 22.59 21.85 j to j (0
<br /> j Z F
<br /> 4D 1334 1334 13.34 13.34 _ 40 20.86 20.05 17.02 13.82 40 -21.75 21.75 21.33 2020 40' 2223 2223 21.85 20.85 a p C Q
<br /> 50 12.10 12.10 1210 10.91 50 19.62 18.47 14.62 10.62 50 21.02 21,02 20.49 19.07 50 21.53 2153 21.I0 19.86 m J O ._1
<br /> 60 11.17 11.17 2117 8.43 60 18.38 16.89 1222 7A2 60" 20.29 2029 19.64 17.94. .. 60 20.82 20.8E 20.36' IBb7 'Q Q
<br /> 70 IOA4 10.44 10.30 5.95 70 UL
<br /> 17.14 15.30 9.82 4.22 70 1957 19.57 18.79 16.81 70 20.11 20.11 19.61, 17.B7, W(3-
<br /> U p
<br /> 80 9,85 9.85 BA3 3.47 80 15.91- 13.72 7A2 1.02 80 19.84 18.04 17.94 15.68 -- -BO I9AD 19.40 18.87 16.88 � EL
<br /> UU 'Q
<br /> GENERAL NOTES LL
<br /> I." Com osite, els shall be using t 3003-H154 aluminum facin I"or.2 PCF ASTM G578 ca SEAL JOINT WITH
<br /> p pan $ypC gs rpinler brand EPS CONTINUOUS CAULKING"
<br /> adhere'to aluminum facings with Ashland Cticmical2020D ISO grip.Fabrication to be by Elite panel products only in
<br /> accordance with approved fabrication methods. W�a"
<br /> 0.000" O O"O O 0 0 YI DRAWN BY. ..Ira(
<br /> 2. Elite roof panels maintain a UL 1715(int)class`B',(eAt)rating and ere,NER-SOl approved: ).O"O O O O.O O O O O C' a A CHECKED BY. DYK'
<br /> 3. This specification has been designed.and shall be fabricated in accordance with the requirements of the Florida Building Code SwF As SHOWN
<br /> 6ih Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter 8 Section"803,Class A interior finish,and . . _ UM A NGS _ 21N12
<br /> OATS
<br /> Chapter 26 Section 2603.All local building code amendments shall'be adhered to as required: INreRLDCKING CROSS SECTION OPTIONAL
<br /> 4. The designer shall determine by accepted engineering practice the allowable loads for site specific load'conditions(including - GUTTER OR
<br /> R lid Y �,Af�_
<br /> load combinations)using the dote from the allbweble loads tables end spans in this approval. SLUPE 4 MAX VIDTH INTERLOCKING Q "�CENS',It
<br /> PANEL(1/4'/FT.MIN SLOPE)
<br /> 5.' DeBcction limit§and allowable spans have ticen listed to(neat FBC including the HVHZ.In'HVHZ this product shall be used jv
<br /> °O°O°O°O°O°O �F DO�I110M•P.�
<br /> idstruciures"not to be considered living areas'per Section 1616 unless impact resistance in accordance to the HVHZ 00000000000. i a EPS CORE 1LB OR 2LB O°O°O°O ,FIA-REG.NUMBERI
<br /> requirements are met. - O O O O O O aq O0°°0O0 * 1 �1J
<br /> 6. Safety factor of 2.0 has been used to"develop all loads and spans from testing in accordance to the Guidelines for o o ��'tj `jx
<br /> _ o ALUMINUM BOTTOM 0° _ 1KIM/ ASSOCIATES.
<br /> Aluminum Structures Pan 1 and conforms to the FBC Chapter 16 and 20. _ ".' II FACINGS o°o fOCIA
<br /> 7. Testing'has been COndaC[ed In accordance 10 ASTM E72-0$:Strength Test Of Panels for Building Construction.. I ,CLEAR SPAN(L)INSIDE TO INSIDE O O.H. % 1=
<br /> 1 9•
<br /> C, . �l/IQ1�b36
<br /> ,.
<br /> 8.-.Reference test reports:HETI=05-1988,HETI.06-2104,HETI-OG2066,HETI-0&2105,HETI.06-2067,HETI-05-f002,HETI- oo SS"••..:.:. r1 c
<br /> 06-2107;HETI-05-1987,HETI-06-2069,HETI-06-2070,HETI-06-2071;HETI-05=1994,HETI-05-1991,HETI-0&2072,' °° /O/Q
<br /> ENGINEER OF RECORD TO PROVIDE O memmne ,e,54by-
<br /> HETI-06 2073,HETL06 2074,HETI OS-1.996,HETI-03.1989;HETI-05=t993;HETI-05-1985,HETI,-OS•1995,HETI OS- FOR ROOF CONNECTIONS 6 ADD THICKNESS OF °° 36'MAX IN FRONT 6 25%
<br /> 1990,HETI-05.1997,HETI-05>2037,HETI-05-2029,HETI-05-2039,HE'f1-05-2030;HETI-05-2041,HETI-05-2048,HETI- SUPPORTING STRUCTURE DETAIL'BY WALL ANEL SPAN 000 OF
<br /> PANEL
<br /> LAT WIDTH
<br /> SID a SIDES
<br /> OS-2036,HETI-65-2031.HETI.05-2038,HETI-05-2065;HETI-05-2040,HETI 05-2042. THIS OR ANY OTHER ENGINEER. OMAX „o cc
<br /> 9. Linear interpolation shall be allowed for figures,within the tables shown. Drawing No.-FL-1004
<br /> 10: Panels with fan beams shall be considered equivalent tci similar panels without fan beams. Design professionals_may include EPS ROOF PANED SPAN DESCRIPTION
<br /> the strength of the fan beam to exceed shown figures as part of Site-specific en incerin - SHEET 1 OF 1 -
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