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ilr 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 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 (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) &ASSOCIATES.LLC NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) CONSULTING ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE STRUCTURAL LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/I80 L/240. LOAD (PSF)1 L/BO L/120 L/IBO L/240 ENGINEERS 10 16.17 15.76 15.03 14.10 10 17.50 17.50 16.91 15.96 10 19.33 18.95 18.31 17.66 10 20.11 20.03 19.42 18.81 20 13.44 13.44 1222 10.35' 20 16.64 15.96 14.06 12.16 20 18.11 17.66 16.36 15.06 20 19.02 18.81 17.59 16.35 30 10.78 10.78 9.41 6.60 30 15.17 14.06 11.21 8.36 30 16.80 16a6 14.41 12.46 30 17.93 17.58 15.73 13.89 PO BOX 10039 40 9.22 9.22 6.60 2.85 40 13.69 12.16 8.36 4,56 40 15A9 15.06 12.46 9.86 40 16.83 16.35 13.89 11.43 Tampa,FL 33679 50 8.17 8.17 3.79 - 50 12.22 10.26 5.51 0.76 50 14.18 13.76 10.51 7.26 50 15.74 15.12 12A5 8.97 Tel:(813)857-9955 60 7.40 6.39 0.98 60 10.75 8.36 2.66 60 12.87 12.46 8.57 4.67 60 14.64 13.89 10.21 6.52 70 661 4.51 - - 70 927 6.46 - - 70 1L57 11.16 662 2A7 70 13.55 12.66 8.36 4.06 ReVJDe Description 80 6.33 2.64 - - 80 7.80 4.56 - - 80 10.26 9.86 4.67 - BO 12.46 11.43 6.52 1.60 Niz FOR 0 0101 FAIJoe PRODUCT APPROVAL 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) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE LOAD (PSF)1 L/80 L/120 L/190 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/BO L/120 L/180 L/240 10 19.00 19LO 17.17 1653 10 20.50 20.50 20.11 19.24 10 21.97 2L97 21.52 20.97 10 24.17 24,17 24.17 24.17 20 15.01 15.01 15.01 13.95 20 19.61 19.24 17.49 15.74 20 20.77 20.77 19.86 18.76 20 23.64 23.64 23.41 23.11 30 12.50 12.50 12.5D 11.38 30 18.17 17.49 14.87 12.24 30 19.57 19.57 18.21 16.55 30 22.57 22.57 21.90 21.01 40 10.97 10.97 10.97 e.BD 40 16.72 15.74 12.24 8.74 40 18.36 18.36 16.55 14.34 40 21.51 21.51 20.39 18.91 J 50 9.92 9.92 9.44 6.22 50 1528 13.99 9.62 5.25 50 17.16 17.16 14.89 12.13 50 20.45 20A5 18.68 16.80 Q 60 9.13 9.13 7.51 3.64 60 13.84 12.24 7.00 1.75 60 15.96 15.96 13.24 9.93 60 19.39 Islas 17.37 14.70 .U.1 > 70 8.52 8.52 5.58 1.07 70 12.40 10.49 4.38 - 70 14.75 14.75 ILES 7.72 70 18.33 113.33 15.86 12.59 W 80 8.02 8.02 3.64 - BO 10.95 8.74 1.75 - 80 13.55 13.55 9.93 5.51 BO 17.26 17.26 14.35 10.49 Q Z a cc a 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 m o �U) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) 6 0.co V5 NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) o ZO a LLL a Of ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE U 0 Y 0U EL LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)l L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 E L V Q w l0 23.00 21.24 21.47 20.65 1D 24.00 24.00 24.00 23.42 10 23.93 23.93 23.B8 23.60 10 24.00 24.00 24.00 23.84 C w O 20 18.06 18.06 18.06 18.06 20 23.34 2321 ELB2 20.22 20 23.20 23.20 23.03 22.46 20 23.65 23.65 23.34 22.84 'E 1-U of U Z W 30 15.13 15.13 15.13 15.13 30 22.10 21.63 19.42 17.02 30 22.47 22.47 22.18 21.33 30 22.91 22.94 22.59 21.85 N 7 U- 40 13.34 13.34 13.34 13.34 40 20.86 2D.05 17.02 13.82 40 21.75 21.75 21.33 2020 1 40 22.23 22.23 21.85 20.85 1 0 CO Q 50 12.10 12.10 12.10 10.91 50 19.62 WAI 14.62 10.62 50 2LU 21A2 20.49 19.07 50 2I.53 21.53 21.10 1926 60 11.17 11.17 11.17 8.43 60 18.38 16.89 12.22 7.42 60 20.29 20.29 19.64 17.94 1 60 20.82 20.82 20.36 18.87 =CD U 0 Q Q 70 IDA4 10.44 10.30 5.95 70 17.14 15.30 9.82 4.22 170 19.57 19.57 18.79 I6.Bl 70 20.11 20.11 19.61 I7.87 LLI sl) O 80 9.85 9.85 8.43 -47 80 15.91 13.72 7.42 1.02 80 18.84 18.84 17.94 15.6H 80 19.40 19.40 IB.87 16.88 co CL co w U J GENERAL NOTES u- 1. Composite panels shall he constructed using type 3003-1{154 aluminum facings,1 or 2 PCF ASTA1 G578 carpenter brand EPS CON SEAL JOINT WITH TENUOUS CAULKING ' adhere to aluminum facings willi Ashland Chemical 20201)ISO grip.Fabrication to be by Elite panel products only in 10, U U U 0 0 C -T accordance with approved fabrication methods. O O O O 0 0 0 0 0 0 w 11 DRAWN BY: DYK 2. Elite roof pa panels maintain a UL 1715(int)dass'B'(eXt)rating and are NER-501 approved CHECKED BY: DYK 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code ) O O O O 0 O O O O O C SCALE:E v19I2 AS SHOWN DATE 6"Edition(FBC),composite panels comply with Chapter 7 Section 720.Chapter 8 Section 803,Class A interior finish,and BOTTOM FACINGS tz Chapter 26 Section 2603.All local building Code amendments shall be adhered to as required. INTERLOCKING CROSS SECTION OPTIONAL 4. The designer shall determine b acce led engineerin practice the allowable loads for sites specific load conditions(includingGUTTER OR o l31 Y P bP P DRIP CAP load combinations)Using die data from the allowable loads tables and spans in this approval. SLOPE 4'MAX WIDTH INTERLOCKING �1 Q 11 ENS6' 5. Deflection limits and allowable spans Itave been listed to meet FBC including the HVHZ.In HVHZ,this product shall be used PANEL O/4'/FT MIN SLOPE) P b P 000000°0°0°0 0 0 0 DREG.NU(BERP,., instrudures"not tobe considered living areas"perSxtionl616 unless impact resistance in accordance to the HV(1L r O°O°O°O°O°O Qd EPS CORE iLB OR 2LB O°O°O°O *' FLAREG.,NUMBERC9487* requirements are met. rn o 0 0 0 0 0 000 000 e 6. Safely factor of 2.0 has been used to develop allowable leads and spans from testing in accordance to the Guidelines for ~ ALUMINUM BOTTOM °0 _�]. SO KINi 8 ASSOCIATES,Lid Aluminum Struclurts Part I and conforms to(be FBC Chapter 16 and 20. FACINGS 00c CAM x4s87 _:t4 7. Testing has been conducted in accordance to ASTNi E72-05:Strength.Test of Panels for Building Construction. F---CLEAR SPAN(U INSIDE TO INSIDE 00 O.H. P�'a�JX 18 3B. 8. Reference test reports:HEI7-05-1988,HET]-06-2 t04,HETI-06-2066,HETI-06-2105,HET]-06.2067,HETI-05-1002,HE]]- 000 06-2107,HETI-0.5.1987,HETI-06-2069,HETI.06-2070,HETI-06-2071,HETI.05-1994,liETI-05-1941,HETI-06.2072, ENGINEER OF RECORD TO PROVIDE o° HETI-06-2073.HPTI-06-2074,HETI-05-1996,HETI-05-1989.HETI-05-1993,IIETi-05-1985,HETI-05-1995,HETI-05- FOR ROOF CONNECTIONS& ADD THICKNESS OF 00 36'MAX IN FRONT 6 25% wnrrmw acu' y ti�gv e�ne�wtl� WALL FOR TOTAL O OF PANEL WIDTH a SIDES 1990,I1E77.05-1997,I{ETI-05-2037,HETI.05-2029,HE7T-05-2039,HEI'I-05-2030,HLM-05.204t,HETI-05-^_048,HETI- THIS OR ANY OTHER ENGINEER.SUPPORTING STRUCTURE DETAIL BY PANEL SPA, 00 (12-MAX AT SIDES) 05-2036,HP_i'1-05-2031,HETI-05-2038,i'IETI-05-2065,IIPTI-()5-2040,fiETI-05-2042. 9. Linear interpolation shall be allowed for figures within the tables sh0wnt. Drawing No.-FL-1001 10. Panels with fau beams shall be considered equivalent to similar panels without fan beams. Design professionals ntay includu EPS ROOF PANEL/SPAN DESCRIPTION the strength of the fan beam to exceed shown figures as art of sitc-s ciftc enzinecri SHEET I OF I