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Home My WebLink AboutENGINEERING 2016208-R KHOVANIAN HOMES 5226 ARMINA PL FORT PIERCE FL(EFILE)PAGE :DESIGN DATE:SCALE: NTSREVISION 2:CONTRACTOR:PROJECT ADDRESS:REVISION 1:108/03/2020DATECA CERT. #30782PROJECT NO. 2016208-2 This item has been electronicallysigned and sealed by Craig E.Gunderson, P.E. on date belowusing a Digital Signature. Printedcopies of this document are notconsidered signed and sealed andthe signture must be verified on anyelectronic copies.FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comKHOVANIAN HOMES5226 ARMINA PL FORT PIERCE FL2"X5"X1/4" PLATE(2)1/4"X3" TAPCONS TROUGH Z BRACKET INTO CONCRETE OR(2)#14X3" LAG SCREW THROUGH Z BRACKET INTO WOODDETAIL B#12 TEK SCREWSALUMINUM TACK TO HOLD FABRIC1X1X.093 HEADER BAR1/4"X3" TAPCONS TROUGH Z BRACKET INTO CONCRETE OR#14X3" LAG SCREW THROUGH Z BRACKET INTO WOODDETAIL A2'‐11 38"3'‐6"17'‐8"DETAIL BTYP.CONTRACTOR: DESIGN CRITERIA:Applicable Codes, Regulations, and Standards1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood.2. ASCE 7-10.3. AWS D1.1: Structural WeldingWind Loads1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category II.2. Basic Wind Speed, Per section 3105.4.5.1, Wind Design Loads for Fabric Covered Structure with Quick Removal or Break Away Fabric. Wind Speed: VULT=150 MPH, VASD = 116 MPH.3. Exposure Category, Paragraph 1609.4.3: C4. Roof fabric shall be removed at sustained wind speeds of 75 MPH and greater.Scope of Work:1. Canvas Awning with Aluminum Frame.Specifications:The following specifications are applicable to this project.1. All work shall be in accordance with the 6th Edition (2017) Florida Building Code, and any other applicable local codes and regulations.2. Awning and / or canopies shall be designed to requirements of Chapter 31, Special Construction, Section 3105.1, Awnings and Canopies, of the Florida Building Code, Building, 6th Edition (2017).3. All fabric shall comply with the Fire Propagation Performance criteria of NFPA 701 or have a flame spread index not greater than 25 when tested according with ASTM E 84 or UL723.4. Fabric attachment to the frame shall be made in a readily removable or break away fashion.5. Awnings and Canopies shall be designed such that their fabric coverings shall be readily removable during periods of high wind velocity. A legible and readily visible decal shall be installed on the Awning or Canopy instructing the owner or tenant to remove the fabric covering film such periods as are designated by the U.S. weather as being a hurricane warning or alert. (Sustained wind speeds of 75mph and greater).6. All frame members shall be connected with 1/4" fillet weld around all intersecting edges. All welds shall use Gas Metal ARC Welding Process that conform to the American Welding Society's Structural welding code (latest ed.) Aluminum (D1.2). Cover all welds w/ corrosion resistant coating. All conncetions shall be fully welded unless otherwise noted. Weld wire shall be Alloy 4043, 5198, or 5356.7. Mechanical Fasteners are required to be corrosion resistant, minimums are grade 2 or better zinc plated to ASJM B633. or coated stainless steel series "300" or uncoated stainless steel series "400".8. All members shall be 6063 T6 aluminum tube & all other material shall be 6063 T6 aluminum unless otherwise noted.9. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portlande Cement Type 1, - ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- 1% - ASTM C 260 iv. Water reducing agent - ASTM C 494 v. Clean Potable Water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Part 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylenece curing permitted. f. Prior to placing concrete, treat the entire subsurface are for termite in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All alumimum components embedded within concrete shall be coated with a bituminous paint or epoxy.10. All flashing and weather proofing shall be provided by the contractor.11. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee.1'‐2"3/16" WELDVETERAN CONSTRUCTION SOLUTIONSDETAIL ATYP. ALL MEMBERS ARE 1"X1"X.093" ALUMINUM TUBE10/14/2020VETERAN CONSTRUCTION SOLUTIONS