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FOUR SEASON PRODUCT APPROVAL DETAILS: • ELDG CODE: 2017 FLORIDA BUILDING CODE �J BUILDING PR Do ICIM HVHZ: NOT FOR USE IN HVHZ &ASSOCIATES, LLC LOCK PANELS TO INSTALL • LIMITS OF USE: FOR PATIO USE ONLY. C O N S U LTI N S -CARPORTS STRUCTURAL -PATIO COVERS E N G I N EIE R S -SUNROOMS -SCREEN ENCLOSURES PO BOX 10039 -CANOPIES Tampa,FL 33679 -OTHER SIMILAR MINOR STRUCTURES 0.750" Notes: RevJDat Description n 0iI 1. Aluminum roof panels shall be 3105-H24 for 0.024"riser pan panels,3105-H28 for 0.030"riser pan ISSUED o panels,and 3004-H24 for 0.027"and 0.040"Twin Vee panels or approved equal. 0 2. Roof panel metal thickness tested:Nominal 0.024"&0.030". b to o 3. Product materials conform to ASTM B209. 0 0 0 0 4. All inside bend radii are 0.047 unless otherwise noted. Q 0.230. 5. Standard Manufacturing Tolerances: 0 0200 Dimension+/-0.005 0 o Radius+/-.005 en en n RIB TYP.) H Angle+/-1° ( 6. Product test report for 0.024"and 0.030"Thickness Rolled 3"Riser Roof Panels,Test Report No.: tY bh C) 45' (TYP.) F7038.02-5401-44,April 20,2016.ASTM E330/E330M-14.Architectural Testing,Inc.an Lntertek ang company,2250 Massaro Blvd.,Tampa,FL 33619. H 7. All product performance specifications and construction requirements shall be engineered by a o m licensed design professional in accordance with the Aluminum Design Manual,.Specifications& D- W w o Guidellines for Akfminam Stnuctures.Wind resistance in conformance to FBC Chapter 16 for _c j 5 RIBS PER PANEL, EQUALLY.SPACED Components and Cladding Loads,ASCE 7-10 Chapter 30 for Roof Components and Cladding for O ea Enclosed and Open Structures.Effective area for wind load calculations based on 36 sq.feet m 11 rn (absolute value of controlling design pressure is shown on span tables). In Of c 0)w 12• 8. Span schedule show maximum roof panel spans between supports.Max.span deflection limit L/60. 0 Z O 9. Mean roof height of structure shall not exceed 15 feet above grade.Span tables for open structures d a U w based on 5*max.roof slope.Span tables for enclosed structures based on 27°max,roof slope. t1 3"RISER ROOF PANELS 10. Each roofpanel shall be connected per design professional's instructions,but shall have min.of 1p ZZ 0 0- (3)-#10 SMS w/neoprene gasket and washer at each support point(or other approved connection by design professional)w/min.0.040"thick,6063-T6 aluminum base metal. F a j H F_ tY c0 Exposure B ASCE 7-10 Ultimate Design Pressure Span Table Exposure C ASCE 7-10 Ultimate Design Pressure Span Table W V O 0 Sao OPEN STRUCTURES OPEN STRUCTURES U W Q? Wind Speed Design Pressure 0.024"span(ft) '0.030"s an(ft)' Wind Speed Design Pressure 0.024"span ft 0.030"span(ft) 0 ¢O 110 18.4 10.25 12.44 110 22.2 9.38 11.61 DRAWN BY: DYK CHECKED BY: DYK 120 21.2 9.60 11.71 120 25.0 8.79 11.20 SCALE: ASSHOWN 130 24.8 8.84 11.17 130 30.0 7.79 10.68 DATE: 3116114 .140 .28.8 8.10 10.80 140 34.8 6.81 10.21 150 33.0 7.19 10.38 150 39.9 5.78 9.17 Y ram" 160 .37.5 6.27 9.95 160 45.4 4.71 9.15 ,` O"•Y.••k�Tpp� O.��EEN,&--/ G DOMEON KIM;-P..E. Y • FLA.REG.1IUMBEl49491;' Exposure B 1ASCE 7-10 Ultimate Design Pressure Span Table Exposure C ASCE 7-10 Ultimate Design Pressure Span Table : 0`21M akAssO cwTEsG Lc 40 ENCLOSED lATrACHED STRUCTURES. ENCLOSED ATTACHED STRUCTURES aOT'., apC42 8 7 Wind Speed Design Pressure 0.024"s an(ft) 0.030"s an(ft)- Wind Speed. Design Pressure 0.024°span(ft) 0.030"span(ft). ��,tCs;•:F< gpf'�:33 � 110 19.0 10.00 12.25 110 23.0 9.21 1L18 This Item,has beenelectronlcatly signed and sealediry Dp�t"ILrtr,QEr ns`� 120 22.6 9.30 11.59 .120 27.3 &37 10.94 anthf,d,t,,,Ing,Digital Sig,M,r,,P,1,1,dcoples ofthf T 130 26.5 8.49. 1L05 140, 32.1 7,35 10,gg d-seemarenot-ndered signed and sealed and the signature must be vedned an any electrum-pies. 140 30.8 7.86 10.60 1 140 '37.3 6.35 9.97 2017.10.1810.22:29�04'00' 150. 35.3- 6.73 10.15. 150 42.7 5.23 9.42 Drawing No.-240316 260 40.2 1 5.73 9.67 160 4&6 - 884 SHEET 1OF2