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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 DO KI M
<br /> (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) A 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 I ALLOWABLE ALLOWABLEI. STRUCTURAL
<br /> LOAD (PSF) L/80 L/120 L/180 L/240 LOAD (PSF) L/80 L/120 L/I80 L/240 LOAD (PSF) L/80 L/120 L/180 L/240 LOAD (PSF) L/80 L/120 L/180 L/240 ENGINEERS
<br /> 10 16.17 15.76 15.03 14.10 10 1750 17.50 16.91 15.96 10 1933 18.95 18.31 17.66 10 20.11 20.03 19.42 18.81
<br /> 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 1758 16.35
<br /> 30 10.78 10.78 9AI N6.650 30 15,17 14,16 11.21 136 30 16.80 16.36 14.41 12.46 30 17.93 17.58 15.73 13.89 'PO BOX 10039
<br /> 40 922 922 6160 40 13.69 12.16 8.36 40 15.49 15.06 12.46 9.86 40 16.63 1635 13.B9 11.43 Tampa,FL 33679
<br /> 50 8.17 B.17 329 50 12.22 10.26 5.51 50 14.10 13.76 10.51 �67
<br /> 50 15.74 15.12 12.05 6.97 TPI:(813)sw-m6
<br /> 60 .40 6.39 0.98 - 60 10.75 8.36 2L6 60 12.87 12.46 857 60 14.64 13.89 10.21 6.52
<br /> 70 6.81 4.51 - 70 927 6.46 - 70 1157 11.16 6.62 70 13.55 12.66 836 4.11E R- Descrf Don
<br /> 80 6.33 2.64 a 7.80 4.56 80 1026 926 4. 80 12.46 11.43 6.52 L60ft
<br /> mn a�Pm PPaooucT
<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 � MAX, ALLOWABLE�SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET 0
<br /> MAX. ALLOWABLE SPAN CET) NET MAX, ALLOWABLE SPAN (FT)
<br /> ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE
<br /> LOAD (PSF)' L/80 L/120 I L/180 L/240 LOAD (PSF) L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/I80 L/240
<br /> 10 19.00 19.00 17.17 16.53 1D 20.50 20.50 20.11 19.24 10 21.97 21.97 21.52 20.97 10 24.17 24.17 24.17 24.17
<br /> 20 15.01 15.01 I5j01 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 2311
<br /> 30 12.50 1Z50 12.50 1138 30 18.17 17.49 14.07 12.24 30 1957 19.57 to.21 16.55 30 22.57 22.57 21.90 21.
<br /> 40 1037 10.97 10.97 8.80 40 16.72 15.74 1224 8.74 40 18.36 18.36 16-95 14.34 40 2151 21.51 20.39 18.91
<br /> 50 9.92 9.92 9A4 6.22 50 15.28 13.99 9.6E 525 50 17.16 17.16 14.89 12.13 50 20.45 20.45 18.88 16.80
<br /> 60 9.13 9.13 751 3b4 60 13.04 12.24 7.00 1.75 60 15.96 15.96 1324 9.93 60 19.39 19.39 17.37 14.70 to
<br /> 70 852 8.52 558 1.07 70 12A0 10.49 4.38 - 70 14.75 14.75 1158 7.72 70 18.33 18.33 15.86 12.59 L
<br /> 80 B.02 8.02 3164 - 80 10.95 8.74 1.75 - BO 13.55 13.55 9.93 5.51 80 17.26 1726 14.35 1D.49 Q Z OL
<br /> 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 o LU U)t-
<br /> (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) w 2
<br /> NET NET NET NET e'tnJ 0-Z O
<br /> MAX. ALLOWABLE SPAN (FT) MAX. ALLOWABLE.SPAN (FT) MAX. ALLOWABLE SPAN (FT> MAX. ALLOWABLE SPAN,<FT) o o lL
<br /> ALLOWABLE ALLOWABLE - ALLOWABLE ALLOWABLE U o p 7 a.
<br /> LOAD (PSF)' L/80 L/120 L/I80 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 E t m c) W
<br /> 10 23.00 21.24 21.47 20.85 ID 24.00 24.00 24.00 2342 to 23.93 23.93 23.88 23.60 10 24.00 24.00 24.00 23.64 3 C3 d W
<br /> 20 18.06 18.06 10B6 10.06 20 23.34 23.21 21.82 21122 20 2320 2320 23.03 22.46 20 23.65 23.65 23.34 22.84 1-U Q 5
<br /> 30 15.13 15.13 1513 15.13 30 22.10 21.63 19A2 N382
<br /> 30 22.47 22.47 22.18 2133 30 22.94 22.94 22.59 21.85 N 5 ()?t..,
<br /> 40 13.34 13.34 1334 13.34 40 20.8E 20.05 17.02 40 21.75 21.75 2133 20.20 40 22.23 2223 21.85 20.85 a O p Q
<br /> 50 12.10 12.10 1Z10 10.91 50 19.62 10.47 14.62 21.02 21.02 20A9 19.07 Sll 21.53 2153 21.10 19.0E m O :360 11.17 11.17 11.17 BA3 60 18.38 16.89 1222 60 20.29 20.29 19.64 17.94 60 20.62 20.82 20.3E ]8.87 -OV LL Q]OA4 10.44 to= 5.95 70 17.14 15.30 9.82 19.57 19.57 18.79 16,81 70 20.11 20.11 19.61 17.87 W lr) Cn
<br /> 9.85 9.85 BA3 3.47 B0 co
<br /> 1511 133E 7.42 � 80 18.84 le.84 17.94 15.68 HO 19A0 19.40 W 0
<br /> GENERAL NOTES - LL
<br /> I. Com osite, anels shall he constructed usin•I 3003-11154 aluminum facings,I or 2 PCF ASTM C-578 carpenter brand EPS SEAL JOINT KITH
<br /> P P• b YIk b m CONTINUOUS CAULKING
<br /> adhere to aluminum facings with Ashland Chemical 20201)ISO grip.Fabrication to be by Elite panel products only in __T
<br /> accordance with approved lubrication methods. wz a
<br /> x DRAWN er: orK
<br /> 2. Elite roof panels maintain a UL 1715(hit)class'B'(ext)rating and are,NER-501 approved. 0000 Op070)O O O O O O O O O O C a c CHEO�DBY. DYK
<br /> 3. This specification has been designed and shall be fabricated in accordance with the requiremenLc of the Florida Building Code SCALE. As SHOM
<br /> 6"'Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter 8 Section 803,Class A interioi finish,and H A 1NG DATE' MW12
<br /> Chapter 26 Section 2603.All local.building code amendments shall be adhered to as required. ]NTERLDCKING CROSS SECTION OPTIONAL `�1
<br /> 4. The designer shall determine b'�accepted en•incerin•practice the allolPble loads for site specific load'conditions(including GUTTER OR
<br /> b ) P b 6P P ( R W DRIP CAP
<br /> load combinations)using the data from the allowable loads tables and spans in this approval. tt SLOPE 4'MAX WIDTH INTERLOCKING j Q:��GE NSF'•"7
<br /> 5. I)Lllcctbon limitti and allow'ablC Spans have Iicen listed to meet FBC including the IIVIIZ.In I IVIII this product shall be used u PANEL(1/4'/FT MIN SLOPE) (-
<br /> O O O OHO O" �x y DO'VE'OfYT(1M.P.E.--
<br /> it)
<br /> structures*'not to be considered living nreas'per Section 1616 unless impact resistance in accordance to the IIVI IZ r OOOOOO DO DOO z a EPS CORE 1LB OR 2LB OOOOO DO FlA REG.NUMBER49497'
<br /> 0 0 0 0 0 0 0 0 0 * ,
<br /> requirement's uie nlet. a o O o 0 0 0 000 000
<br /> 6, Safety Elctor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for ` o
<br /> o ALUMINUM BOTTOM 00 �]. DO pM BASSOCIAIES,LLC,
<br /> Aluminum Structures Pan I and conforms 10 the FBC Chapter 16 and 20. x FACINGS o00 �.- QA,p 36B07 �
<br /> 0 �'. Poeb>Z't003Tes s:
<br /> 8. It(.fc onc7. Testing e t been
<br /> rcports:11HE7'i-UScted in c1988a Hl•.TI 06.2�4,H fl 06?066,FBgth i'1'If 06�Ila�I05,IIfor ETI Building
<br /> OS-1002,HE'fl- CLEAR SPAN"(U INSIDE TO INSIDE IS
<br /> o00 O.H. ^�(CS.k"nal��j��:
<br /> UG-2107;IIl4'f1-05-1987,lIET1.0G-2069,IIE'1-1-06-2070,IIETI-06-2071,IIE'1'1-05-1994,IIE-I'l-05-1991,I IE-I'IA6-2072, 00 SlotikL
<br /> ENGINEER OF RECORD TO PROVIDE O nniu�,nm "•'6Ant!ry, q�pvL.am m..
<br /> IIETI-06-2073,IIETI.06-2074,IIETI.05-1996,IIETI-OS-19R9;IIFTI.05.1993,IIETI.05-1985,IIETI-05-1995,IIETI.05- FOR ROOF CONNECTIONS 6 ADD THICKNESS OF 00 36'MAX IN FRONT 6 25Y xmm m 4.�ws'i�ww.m wrap
<br /> 1990,HETI-05.1997,HET'1-05.2037,HETI-05-2029,NETT-05-2039,HFTI-05-2030,HF'ri-o5-2wl,HETI-05-2048,HET'I- SUPPORTING STRUCTURE➢ETAIL BY
<br /> WALL AFOR TO AN O 000 U2PANELATIDTH 2 SIDES
<br /> 05-2036,I IE'rI.OS-2031;IfF7'I-OS-203R,IIETI-05=_'065,IiEI'I-OS-2040,IIETI-05-2032. THIS OR ANY OTHER ENGINEER. '•� � �m
<br /> 9. Linear interpolation shall be allowed for figures within the tables shown." Drawing No.-FL-1001
<br /> 10. Panels with fin beams shall be considered equivalent to similar panels without fan beams. Design professionals play include. EPS ROOF PANEU SPAN DESCRIPTION
<br /> the strenelh of the fan beam to exceed shown figures as part ol'sitc-stlecific engineering. - SHEET 1 OF 1
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