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HomeMy WebLinkAboutROOF PANEL SPAN DESCRIPTIONJ ELITE PANEL SPAN TABLES: 1.J Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads. (psQ. 3" x 0.024 x .1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ,NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 16.17 15.76 15.03 14.10 20 13.44 13.44 12.22 10.35 30 10.78 10.78 9.41 6.60 40 9.22 9.22 6.60 2.85 50 8.17 8.17 3.79 - 60 7.40 6.39 0.98 - 70 6.81 4.51 - - 80 6.33 2.64 - - 4" x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 19.00 19.00 17.17 16.53 20 15.01 15.01. 15.01 13.95 30 12.50 12.50 12.50 11.38 40 10.97 10.97 10.97 8.80 50 9.92 9.92 1 9.44 6.22 60 9.13 9.13 7.51 3.64 70 8.52 8.52 5.58 1.07 ' 80 8.02 8.02 3.64 1 - 6" x 0,024 x 1 - LB -EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 23.00 21.24 21.47;. 20.85 20 18.06 18.06 18.06 18.06 30 15.13 15.13 15.13 15.13 40 13.34 13.34 13.34' 13.34 50 12.10 12.10 12.10 10.91 60 11.17 11.17 11.17 8.43 70 10.44 10.44 1 10.30 -5.95 80 9.85 1 9.85 18.43 3.47 3" x .0,032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE AN (FT) L/80 L/120 8 L/240 17.50 17.50 16.91 15.96 20 16.64 15.96 4.06 12.16 3G 15.17 14.06 11.21 8.36 40 13.69 12.16 8.36 4.56 50 12.22 10.26 5.51 0.76 60 10.75 8.36 2.66 - 70 9.27 6.46 - - 80 7.80 4.56' - - 4" x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 20.50 20.50 20.11 19.24 20 19.61 19.24 17.49 15.74 30 18.17 17.49 14.87 12.24 40 16.72 15.74 12.24 8.74' 50 15.28 13.99 9.62 5.25 60 13.84 12.24 7.00 1.75 70 12.40 ' 10.49 4.38 - 80 10.95 8.74 1.75 1 - 6" x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 24.00 24.00 24.00 23.42 20 23.34 23.21 21.82 20.22 30 . 22.10 21.63 19.42 17.02 40 20.86 20.05 17.02 13.82 50 19.62 18.47 14.62 10.62 60 18.38 1 16.89 1 12.22 7.42 70 17.14 1 15.30 1 9.82 4.22 80 15.91 1 13.72 1 7.42 1.02 [3° x 0,024 x 2 - LB EPS PANELS (Al- LOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 19.33 18.95 18.31 17.66 i:0 18.11 17.66 16.36 15.06 30 16.80 16.36 14.41 12.46 40 15.49 15.06 12.46 9.86 `0 14.18 13.76 10.51 7.26 E•0 12.87 1�.46 8.57 4.67 70 11.57 11.16 6.62 -2.07 80 10.26 9.86 4.67 - 4' x 0,024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE L❑AD.(PSF)1 -MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 1,0� 21.97 21.97 21.52 20.97 0 20.77 20.77 19.86 18.76_ 30 19.57 19.57 18.21 16.55 40 18.36 18.36 16.55 14.34 50- - 17.16 17.16 14.89 12.13 60 15.96 1 15.96 13.24 9.93 70 14.75 14.75 11.58 7.72 80 13.55 1 13.55 9.93 5.51 6'. x 0,024 x 2 - LB, EPS PANELS (ALLOWABLE CLEAR' SPAN. CHARTS) NE-T ALLOVABLE LOAD (PSF)1 MAX, ALLOWABLE SPAN (FT) L/80. L/120 L/180 L/240 10 23.93 23.93 23.88 23:60 20 ' 23.20 23.20 23.03 22.46 20 22.47 22.47 22.18 21.33 40 21.75 21.75 21.33 20.20 -50 21.02. 21.02 20.49 19.07 -s0 20.29 1 20.29 19.64 17.94 70 19.57 1 19.57 18.79 16.81 30 18.84 1 18.84 17.94 15.68 GENERAL NOITS 1. Composite panels shall be constructed -using type 300341154 aluminum lacings. 1 or 2 P0- ASE i1 C-578 carpenter brand F..PS adhere to aluminum facings with ,Ashland Chemical 20201) ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 2. Elite roof panels maintain a UL 1715 (int) class 'B' (ext) rating and are NIER-501 approved. 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code 61' Edition (FBC), composite panels comply with Chapter 7 Section 720. Chapter 8 Section 803. Class A interior finish, and " Chapter 26 Section 2603. All local building code amendments shall be adhered to as required. 4. The designer shall determine by accepted engineering practice the allowable loads forsite specific load conditions (including load combinations) using the data from the allowable loads tables and spans in this approval. 5. Deflection limits and allowable spans have been listed to meet FBC including the IIVI IL. in HVHZ. this product shall be used in structures "rnt.to.be-considered-living areas" per Section 1616 unless impaivt resistance in accordance to the II V IZ requirements are met. .6. Safety factor of'2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. 4 7. Testing has been conducted in accordance to AS'FNI E72-05: Strength "Pest of Panels for Building Construction. 8. Reference test reports: HE41-05-1988, HETI-06-2104, HETI-06-2066. HE'i`l-06-2105, 1`1Ef1-06-2067, HEi11-05-1002, f '06-2107, 1fffl-05=1987, 11E•TI-06=2069, IIETI-06-2070, fiETI-06-207L 1IETI-05-1994. HETI-05-091, I IF-1 1-00-2072, I{E�T1-06-2073. IiE'I'1-06-2074-I1E1'1-05-1996, 1IETI-05-1989, FIETi-05-1993, HE11-05-1985, 110-1-05-1995, Ill::i'l-05- 1990, HE1'l-05-1997, FIETI-OS ''037. HE'i'l-05-2029, HETI-05-2039, HE"1-1-05-2030, HE1I-05-2041, HE1-i-05-2048, HE'l-1- 05-2036. I1E 11-05-2031. HEETI-05-2038, 1-I1 T1-O5-2065. I IE "1'1-05-2040, 1-11 "i-I-05-2042. 9. Linear interpolation shall be allowed for figures within the tables shown. 10. Panels with fan beams shall be considered equivalent to similar panels xvithout fan beams. Design professionals may include the strength of the flan beam to exceed shown figures as part of site -specific .-ineering. 3" x 0.030 x 2 - LB EPS PANELS :(ALLOWABLE CLEAR SPAN .(-HARTS) NET NET ALLOWAi3LE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 20.11 20.03 19.42 18.81 20 19.02 18.91 17,58 16.35 30 17.93 17.58 1 15.73 i3.89 40 16.83 16.35 1 13.89 - 11.43• 50 15.74 15.12 '12.05 8.97 60 14.64 13.89 10.21 6.52 70 13.55 12.66 1 8.36 4.06 80 12.46 11.43 1 6.52 1.60 4" x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX, ALLOWABLE. SPAN (FT) - L/80 L/120 L/180 L-/, 240 10 24.17 24.17 24.17 24.17 20 23.64 23.64 23.41 23.11 30 22.57 22.57 21.90 21.01 40 21.51 21.51 20.39 18.91 50 20.45 20.45 18.88 16.80 60 19.39 19.39 17.37 14.70 70 18.33 18.33 15.66 12.59 80 17.26 17.26 1 14.35 1 10.49 6" x 0.030 x--2 - LB EPS PANELS .(ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 24.00 24.00 24.00 23.84 20 23.65 23.65 23.34 22.84 30 22.94 22.94 22.59 21.85 40 22.23 22.23 21.85 20.85 50 21.53 21.53 21.10 19.86 60 20.82 20.82 20.36 18.87 70 20.11 20.11 1 19.61 17.87 80 19.40 19.40 1 18.87 1 16.88 SEAL JOINT WITH CONTINUOUS CAULKING )UUUU UUUUU( ja: 0000 OOOOOC� za )0000000000( aA 1 BOTTOM FACINGS t INTERLOCKING CROSS SECTION SLOPE 4' MAX WIDTH INTERLOCKING PANEL (1/4'/FT MIN SLOPE) 000000 000000 w a w FPS .CORE ILB OR 2LB 000000000000 n C a 0 O ALUMINUM BOTTOM 00 FACINGS O E�-CLEAR SPAN (L) INSIDE TO INSIDE-30 0 000 ENGINEER OF -RECORD TO PROVIDE 0 FOR ROOF CONNECTIONS & ADD THICKNESS OF 0 SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 0 0 THIS OR ANY -OTHER ENGINEER. PANEL SPAN: O O OPTIONAL GUTTER OR DRIP CAP O.H. 36' MAX IN FRONT & 25Z OF PANEL WIDTH @ SIDES (12' MAX AT SIDES) EPS ROOF PANEL/ SPAN DESCRIPTION DO KIM & ASS-OCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa, FL 33679 Tel: (813) 857-9955 IZ° II'll D17l Edition PRODUCT N J Q ' O C W Z Q Z_. OL a- Y Q O ` r- W U its t°o �2U 0 >``) 0) �Z� _J D_ - O U oY t m pa. U Q W 0�w E~U O UZI- � 00 Q -1 O J U W CD U LO Li- CD W Of W O J LL DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: . 2119112 DO YE071KIM, P.E.- _-y FLA. REG. NUMBER 49497,,,, DO KIM & ASSOCIATES, L4?C+ ; 26887 -1,,41 S PO 130X 10039 l �' �aLnpa,;FAi:£i3,679 Thnumhas en .leaf.-Aly sr9ne3a 0sealed by Do Y. Kim, Ph on thi dateusinga Digital Sgrtaiuie Panted copies .(this docum ntarenot c.n.dered ngnedand sealed and the signature ust be verified on any eledm- copies. I01708.1610 236-OS'00. Drawing No. - FL-1001 SHEET 1 OF 1 r-