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STRUCTALL BUILDING SYSTEMS PANEL SPAN TABLES:
<br /> PRODUCT APPROVAL DETAILS:
<br /> 3' x 0,024 x 1 - LB EPS PANELS 3' x 0.024 x 1 - LB EPS PANELS ELDOCODE: 6TH EDITION FLORIDA BUILDING CODE(2017FM pp KIM
<br /> (OPEN STRUCTURES-EXPOSURE B) (OPEN STRUCTURES-EXPOSURE C) &ASSOCIATES,LLC
<br /> • LIMITS OF USE: FOR PATIO USE ONLY(RISK CATEGORY 1).
<br /> NSPEED
<br /> NET ULTIMATE MAX, ALLOWABLE SPAN (FT) WIND NET ULTIMATE MAX, ALLOWABLE SPAN (FT) -CARPORTS CONSULTING
<br /> LOAD (PSF)1 SPEED LOAD (PSF)1 -PATIO COVERS STRUCTURAL
<br /> U60 a v 0 L/120 L/I80 L/240 vcD veD L/120 L/180 L/240 -SUNR00MS ENGINEERS
<br /> 23.03 17.22 15.68 13.36 1L64 110 27.96 15,63 14.51 12.20 10.47 -SCREEN ENCLOSURES
<br /> 27.41 15.73 14.63 12.32 10.54 120 3328 1445 13.47 1115 9.43 -CANOPIES
<br /> -OTHER SIMILAR MINOR STRUCTURES PO 8OX 10039
<br /> 32.16 14.34 13.67 31.36 9.63 130 39.06 12,73 12.50 10.19 8.47 TDmpe,FL 33879
<br /> 37.30 13.09 12.78 10.47 8,74 140 45,30 11.62 11.61 9.30 7.58 TO(813)857-9955
<br /> 150 42.82 12.03 11.95 9,64 7.92 I50 52.00 10.68 10.79 8.48 6,75 1�10t0
<br /> 160 48.72 11.11 11.18 aS7 714 160 59.16 9.e6 10,01 7.70 5.98 I. All product performance specifications and construction requirements shall be engineered by a Revco Descd Don
<br /> iBQ 61.66 10.1E 9.76 7.46 5.73 180 74BB 9d6 8.60 629 4.57 licensed design professional in accordance with the Aluminum Design Manual.Specifications& QD ISSUED
<br /> PRODOcr
<br /> 1 MULTIPLY ULTIMATE LOADS BY 0A FOR ALLOWABLE LOADS Guidelinesfor Aluminum Structures,Washington,DC,for wind resistance in conformance to FBC Q
<br /> Chapter 16 for Components and Cladding Loads,ASCE 7-10 Chapter 30 for Roof Components and
<br /> Cladding for Enclosed and Open Structures.Effective area for wind load calculations based on 50 p
<br /> 3' x 0.024 x 1 - LB EPS PANELS 3' x 0.024 x 1 - LB EPS PANELS sq.feet(absolute value of controlling design wind pressure is shown on span tables).
<br /> (ENCLOSED STRUCTURES-EXPOSURE B) (ENCLOSED STRUCTURES-EXPOSURE C) 2. Span schedule show maximum roofpanel spans between two aided clear supports as shown.
<br /> 3. Wind load design pressures in span tables are calculated in accordance to ASCE 7-10,Components d
<br /> WIND NET ULTIMATE MAX, ALLOWABLE SPAN (FT) WIND NET ULTIMATE MAX. ALLOWABLE SPAN (FT) &Cladding loads as required in FBC Table2002.4. Mean roofhcight of structure shall not exceed
<br /> SPEED LOAD (PSF)1 SPEED LOAD (PSF)1 1S feet above grade.Span tables for open structures based on 7.5"max.roof slope and used the avg.
<br /> vsD.98 L 6.96 14.64 L/240 vDo a 7 L 5.82 13.50 L/240
<br /> uD 18.62 18,99 16s6 14.64 12.92 uQ 22s3 17.s7 isa2 13.SQ 11,78 of free flaw and obstructed flaw net pressure coefficients.Span tables for enclosed and partially �
<br /> 123 22,25 17.46 15.90 M58 11.66 1 120 26.91 16.01 14.74 12.43 10.70 1 enclosed structures based on 27"max,and 7°roof slope,respectively.
<br /> 130 25.99 16.35 14.95 12.63 16,91 130 31.54 14.53 13.80 11.48 9.76 4• Each roofpanel shall be connected per design professional's instructions,but may use thin,per
<br /> 14o 30.23 14.91 14.05 11.74 10.01 140 36�52 13.27 12.91 10,60 8.87 details shown on this dwg.at each support(Or other approved connection by design professional) In
<br /> K d d
<br /> 150 34,61 la71 13.23 Ia92 9.19 150 41.93 1219 12.08 9.77 8.05 w/min.0.040"thick,6063-T6 aluminum base metal.Edge panels shall be supported on min.three E O 0.d
<br /> 160 49.99 11.22 12.4E 10.14 8.42 16D 60.38 10.25 989 7.58 7.27 sides orper design professional's instructions.Details I&2 are reflective of the boundary y m� Z z U
<br /> 180 49.99 11.22 11.03 8.72 7.00 180 60,38 102E 9.89 7.58 5.86 'fit
<br /> 1 MULTIPLY ULTIMATE LOADS BY 0.6 FOR ALLOWABLE LOADS conditions utilized in the testing o£panels as referenced in the test reports. In tx m 0 o
<br /> 5. Composite panels shall be constructed using type 3105-HI54 aluminum facings,I or 2 PCF ASTM w x
<br /> CcLL aza C-578 Imperiat Foam&Insulation Manufacturing brand EPS adhered to aluminum facings with v m
<br /> Morad M640 Series adhesive(by Rohm and Haas Company).Fabrication to be by Structall panel m m E m p
<br /> 3 x 0,024 x 1 - LB EPS PANELS 3' x 0.024 x 1 - LB EPS PANELS products only in accordance with approved fabrication methods. -
<br /> (PARTIALLY ENCLOSED STRUCTURES) (PARTIALLY ENCLOSED STRUCTURES) 6. Structallroofpanels maintain allL1715(int)class'B'(ext)rating and areNER501approved. 75in32 awI-
<br /> (EXPOSURE B) (EXPOSURE C) 7• This specification has been designed and shall be fabricated in accordance with the requirements of 2 M'O 04 rn FQ
<br /> the Florida Building Code 6th Edition(2017 FBC),composite panels comply with Chapter 7 CO C,a
<br /> MAX. ALLOWABLE SPAN (FT) MAX, ALLOWABLE SPAN (FT) Section 720,Chapter 8 Section 803,Class A interior fmisb.and Chapter 26 Section 2603.Ali local m2
<br /> k15
<br /> NET ULTIMATE WIND NET ULTIMATE
<br /> LOAD (PSF)I SPEED LOAD (PSF)i building code amendments shall be adhered to as required. 00
<br /> veo L veo L/120 L/180 L/240 vso a v- L/120 L/180 L/240 8, The designer shall determine by accepted engineering practice the design loads for site specific load LL
<br /> 2728 15.67 14.66 12.3E 30.62 110 33112 14.09 13.49 11.18 9.46 conditions(including load combinations)using the data from the loads tables and spans in this
<br /> 32.46 14.26 13.62 11.3D 9.58 120 39A2 12AG 12.45 10.14 M41 approval.
<br /> 36.10 12.93 12.65 10.34 8.62 130 46.26 11.47 11,49 918 7.45 DRAWN BY: DYK
<br /> 44.18 11.80 11.76 9.4E 7.73 140 53.6E 10.47 10.60 829 6.56 9. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ.In HVHZ, CHECKED BY. DYK
<br /> 50.72 10.84 10.93 8,63 6.90 150 61,59 9.62 9.77 7.46 5.74 this product shall be used in structures meeting the requirements of Section 1626.1,unless impact iC-A AS SHOWN
<br /> 57,71 IQ.D1 10.16 7.85 613 r60 70.06 829 8.99 &69 4.96 resistance in accordance to the HVHZ requirements are met. DATE: 1.1.1.
<br /> 180 73 D4 929 8.74 6,44 4.71 iso 98.69 8.31 zsE sea ass 10. Safety factor of 2.0 has been use to develop allowable loads and spans from testing in accordance to
<br /> 1 MULTIPLY ULTIMATE LOADS BY 0.6 FOR ALLOWABLE LOADS the Guidelines for Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. 'p Y'.../S/
<br /> 11. Testing has been conducted in accordance to ASTM E72-05:Strength Test of Panels for Building
<br /> Construction. _ ppYEON 6,p.E:
<br /> 12. Linear interpolation shall be allowed for figures within the tables shown i FLA.REG.�IJMSER 4949i
<br /> 13. Panels with fan beams shall be considered equivalent to similar panels without fan beams.Design 3 -''
<br /> professionals may include the strength of the fan beam to exceed shown figures part °O F1d°��wTEs:+E4
<br /> P Y� g guresas of
<br /> site-specific engineering.
<br /> 14. Reference test reports:Certified test reports STRL-002.03-01,STRL-002-03-02,STRL-004-03-01 SAVA'L
<br /> by PRI-Construction Materials Technologies LLC. wrcrc Dn a ltxeamwydro aadtt dSYwr.
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<br /> M 7.091 M4 bev.w onam'ek[D!Nltop�e;
<br /> 1D1).09xa 12aD: da'DD'
<br /> Drawing No.-161027
<br /> SHEET IOF2
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