|
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❑ 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)I L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 T L/180 L/240 LOAD <PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/BD L/120 T L/180 L/240 ENGINEERS
<br /> 10 16.17 15.76 15" 14.10 10 17.50 17.5G 16.91 1536 l0 19.33 18.95 1B.31 17.66 10 20.11 20.03 19.42 16.81
<br /> 20 13.44 13.44 1222 1035 20 16.64 15,96 14.06 12.16 20 10.11 17.66 16.36 15.06 20 19.0E 10.81 1758 16.35
<br /> 30 HL78 10.78 9A1 6.60 30 15.17 14.06 IL21 8.36 30 16.80 16.36 14.41 ii?46 30 17.53 17.5E 15.73 I3.89 PO BOX 10039
<br /> 40 9.22 9.22 660 2.85 40 13.69 12.16 0.36 4.56 40 I5.49 15.06 12.46 9.86 40 16.83 16,35 13.89 11.43 Tampa,FL 33679
<br /> 50 8.17 8.17 3.79 50 1222 10.26 5.51 D.76 50 14.18 13.76 10.51 726 50 15.74 I5.12 12.05 8.97 Tel:(813)857A955
<br /> 60 7.40 6.39 0.98 60 10.75 8.36 2.66 60 I2.97 12.46 8.57 467 60 14.64 13.99 10.21 6.52
<br /> 70 6.B1 4.51 - 70 9.27 6.46 - - 70 11.57 11.16 6.6E 2.07 70 13.SS ]2.66 8.36 4.06 RavAlal Description
<br /> BO 6.33 2.64 - - 80 7.B0 4.56 - - BO I0.26 9.86 4.67 - 80 12.46 11.43 6.52 1.60 er,P
<br /> 101r EEltion PRODUCT
<br /> APPROVAL
<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
<br /> (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS)
<br /> NET NET NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN <FT)
<br /> MAX. ALLOWABLE SPAN (FT) MAX. ALLOWABLE SPAN (FT)
<br /> ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE
<br /> LOAD (PSF)1 L/80 L/120 LABO L/240 LOAD (PSF)1 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 20.50 20.50 20.11 1924 10 2L97 21.97 2152 20.97 10 24.17 24.17 24.17 24.17
<br /> 20 15.01 15.01 ISOI 13.95 20 19.61 19.24 17.49 15.74 20 20.77 20.77 19.86 18.76 20 2364 23.64 23.41 23.11
<br /> 30 12.50 1250 1250 11.38 30 18.17 17.49 14.87 12.24 30 19.57 19.57 18.21 16.55 30 22.57 2257 21.90 A
<br /> ]0.97 10.97 10.97 8.80 40 16.7E 15.74 12.24 8.74 40 18.36 18.36 16.55 14.34 40 21.51 21.51 20399.92 9.92 9.44 6.2E 50 15213 13.99 9.62 5,25 5D 17.16 17.16 I4.89 12.13 50 20.45 2M45 IB.B8 9.13 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 17.37 U) !78.5E 0.5E SSB 1�07 70 12.40 10.49 43B - 70 14.75 14J5 II.SB 7.7E 70 18.33 IB.33 I5.86 (!J8.0E Bat 364 - 80 10.95 8.74 1.75 - BM 1355 13.59 9.93 S.SI 80 I7.2fi 17.26 14.35 N Z 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 o QF(n i-
<br /> ra
<br /> (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) o acco O O o
<br /> NET MAX. ALLOWABLE SPAN <FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) o` o LLLL a z O
<br /> ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE U o p Z)a
<br /> LOAD (PSF)1 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 LOAD (PSF)1 L/80 L/120 L/180 L/240 E 2-m L)JQ w
<br /> 10 23.00 21.24 21A7 20.85 t0 24.00 24.00 24.00 23.42 10 23.93 23.93 23.88 23.60 10 24.00 24.00 24.00 23.84 C N 2 U 0
<br /> 20 18.06 IB.06 1a06 18.06 20 23.34 23.21 21.8E 202E 20 2320 2320 23.03 22.46 20 23.65 23.65 23.34 22.64 '�1--. O
<br /> 30 L5.13 15.13 15.13 15.13 30 22.10 21.63 19.42 17.02 3D 22.47 22A7 22.19 2L33 30 22.94 22.94 2259 21.85 in 7 U z H
<br /> 40 13.34 L3.34 1324 13.34 40 20.86 20.05 17.02 13.82 40 2175 21.75 21.33 20.20 40 22.23 2223 21.85 20.85 a O 00 Q
<br /> 50 12.10 12.10 12.10 10.91 50 19.62 18.47 14.62 10.62 50 21.02 21,02 20.49 19.07 50 21.53 21.53 21410 19.86 y J 0 Q-I y
<br /> 60 11.17 11.17 1117 8.43 60 18.38 16.89 12.22 7.42 60 20.29 20.29 1964 17.94 60 20.8E 20.8E 2036 18.87 LU C]V ,Q Q
<br /> 70 10.44 10.44 1030 5.95 70 1744 1530 9.82 4.22 70 19.57 19.57 IB.79" 16.81 70 20.11 20.11 19.61 17.87 LL It) ) O
<br /> 80 9.85 925 8.43 3.47 80 15.91 13.72 7.4E 1.02 80 IB.B4 1B.B4 17.94 15.68 Ba 19.40 19.40 1B.87 16.88 •d• 1EL Of
<br /> L Of
<br /> J
<br /> GENERAL NOTES LL
<br /> SEAL JOINT WITH
<br /> 1. Composite panels shall be constructed Using type 3003-1-1 154 aluminum facings,1 or 2 PCF ASTM C-576 carpenter brand EPS CONTINUOUS CAULKING
<br /> adhere to aluminum facings with Ashland Chemical 2020D ISO grip.Fabrication to be by Elite panel products only in -T
<br /> accordance with approved fabrication methods. 0000 0 0 0 0 0 0 z a DRAWN BY: DYK
<br /> 2. Elite roof panels maintain a UL 1715(int)class'B'(ext)rating and are NER-501 approved. ) O 000 O 00000 C p`la CHECKED BY: DYK
<br /> 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code _L SC E: AS SHOWN
<br /> 6ia Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter R Section 803,Class A interior finish,and r FACINGS DATE: PH BHP
<br /> Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. INTERLOCKING CROSS SECTION OPTIONAL u«
<br /> 4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions(including DRIP S AP R ��� Y'
<br /> load combinations)using the data from the allowable loads tables and spans in this approval. oWc SLOPE 4'MAX WIDTH INTERLOCKING 1 �a Q,•• C ENg •.;^7
<br /> PANEL 11/4'/FT MIN SLOPE)
<br /> 5. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ.In HVHZ.this product shall be used o o"o o"o o" DOeWE1jIYT(IM.P.
<br /> ill structures"not to be considered livingareas" a Section 1616 unless impact resistance in accordance to the HVHZ °o°o°o°o°o° Ica EPS CORE ILB OR 2LB 0000000 FLA.REG.NU BER 4'D7'
<br /> F P o 0 0 0 0 0 aA000000 7t M, r:1Y
<br /> requirements are met. N O O O O O O O °O A
<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 t O0 70 601<t�'AASSOCIATES,EIpy1
<br /> Aluminum Structures Part I and conl•Or111s to the FBC Chapter 16 and 20. FACINGS 000 yy _OA4 '887
<br /> O P�IYYBH66 10039;'
<br /> 7. Testing his been conducted in accordance to ASTM E72-05:Strength Test of Panels for Building Construction. CLEAR SPAN(L)INSIDE TO INSIDE °o �-O.H.-- :�7�'•., y1�93e7q-J�
<br /> 8. Reference test reports:HETI-05-1988•HETI-06-2104,HETI-06-2066,HETI-06-2105,HETI-06-2067,HETI-05-1002,HETI- Co S1S
<br /> 06-2107,IiETI-OS-19R7,HETI-06-2069,HETI-06-2070,HETI-06 2071,IiETI-OS-1994,HETI-05-199I,HETI-06-2072, ENGINEER OF RECORD TO PROVIDE p00 THICKNESS OF °0 ml••mn". 6 mF )Ra�:.
<br /> HETI-06-2073,tIETI-06-2074,HETI-05-199G,HETI-05-1989,HETI-05-1993,HETI-05-1985,HETI-05-1995,HETI-OS- FOR ROOF CONNECTIONS 6 O° 36'MAX IN FRONT 6 25% umrc.^,e m,.,^v.pN
<br /> WALL FOR TOTAL ° OF PANEL WIDTH a SIDES -1- ^�•�^^u�.a•ae•o^•e•^e•••I•e•^e
<br /> I990,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 PANEL SPAN. °°° (12-MAX AT SIDES) ;;°_^ °N1p wnheeon T p°°^ ^�•
<br /> THIS OR ANY OTHER ENGINEER. O P^ele io sss aeon
<br /> 05-2036,HETI.05-2031,HHTI.OS-203R,HETI-05-2065,HET[-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 PANEL/SPAN DESCRIPTION
<br /> the strength of the fan beam to exceed shown fi ures as art of site-s cific engineering. SHEET 1 of t
<br />
|