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Home My WebLink AboutENGINERIN WIND SPEED & EXPOSURECOPYRIGHTCNOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF FLORIDA ALUMINUM ENGINEERING, INC. PROJECT ADDRESS:DRAWN BYDATE DRAWNREVISION12SHEET NO:34PROFESSIONAL ENGINEER THOMAS P. ARNETT, P.E. LICENSE No. #46043 FLORIDA ALUMINUM ENGINEERING, INC. L I CENSET H OMASP.ARNETTPROFESSIONALENGI N E ERFLORIDA This item has beenelectronically signed and sealedby T.P. Arnett, PE. using aDigital Signature with date andtime. Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified onany electronic copies.5601 MARINER STREET SUITE 240 TAMPA FL. 33609 TEL: (813) 374-2403 FAX: (813) 374-4516 FLORIDA BUSINESS REGISTRY LICENSE NO. 32807 CONTRACTOR: Advanced Hurricane ProtectionDESIGN CRITERIA:Applicable Codes, Regulations, and Standards1.The 7th Edition (2020) Florida Building Code, specifically Chapter 16 StructuralDesign, and Chapter 20 Aluminum.2.AA ASM 35 and AA ADM1 Specifications for Aluminum Structures, Part 1-A ofthe Aluminum Design Manual prepared by The Aluminum Association. and theAAF Guide to Aluminum Construction in High Wind Areas.3.ASCE 7-16.4.Structure Use & Occupancy Group: A-25.Structure Type of Construction: IIB.Loading Criteria1.Dead Load: 2 PSF2.Collateral Load: 1 PSF3.Live Load: 20 PSF4.Wind Load:4.1.Building Occupancy Category, Section 1604.5 and Table 1604.5: RiskCategory 1.4.2.Ultimate Design Wind Speed: VULT = 150 MPH, Nominal Design WindSpeed: VASD = 116 MPH4.3.Exposure Category, Section 1609.4.3: Exposure D5.Building Category for Aluminum Structures, Section 2002.6: Category Type 1 -Patio Cover: Non-Habitable, Unconditioned6.Internal Pressure Coefficient: N/A (Open Clear Flow)7.Flood Design: N/A8.Wind Design Presseure ASD8.1.Zones - Components & Cladding8.1.1.N/A8.1.2.Zone 2: +63.8 PSF / -57.5 PSF8.1.3.Zone 3: +63.8 PSF / -57.5 PSFRoof Type1.Roof Type: MONOSLOPE2.Roof Material: 3” x 48” x 0.032” Elite 2000 Composite Panel, 1.0 # densityfoam, Florida Product Approval Number FL 7561-R5.Foundation DesignExisting concrete. No additional concrete footing or slab is required to resist theloads imposed upon the existing slab by the proposed construction if theexisting slab is a minimum of 4” thick and in sound condition, free fromstructural cracking, spalling, or other deterioration.SpecificationsThe following specifications are applicable to this project:1.All work shall be in accordance with the 7th Edition (2020) Florida BuildingCode, and any other applicable local codes and regulations.2.Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, nomanufacturer substitution is acceptable without the specific written, signed andsealed authorization of Florida Aluminum Engineering, Inc.3.Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or betterzinc plated to ASTM B633, or coated stainless steel series "300", or uncoatedstainless steel series "400".4.Approved concrete screw anchors to be Simpson Titen-HD or equivalent.5.All Self Mating Beam Sections are to be stitched with either #14 screws 6” fromends and 24” center to center or #12 screws 6" from ends and 12" center to center.6.Where concrete specifications are required, whether in the screen enclosure scopeor not, by one or more regulatory agency, the following specifications areapplicable:a.Concrete shall conform to ASTM C94 for the following components:i.Portland Cement Type 1,- ASTM C 150ii.Aggregates - Large Aggregate 3/4” max - ASTM C 33iii.Air entraining +/- 1% - ASTM C 260iv.Water reducing agent - ASTM C 494v.Clean Potable watervi.Other admixtures not permittedb.Metal accessories shall conform to:i.Reinforcing Bars - ASTM A615, grade 60ii.Welded wire fabric - ASTM A185c.Concrete slump at discharge chute not less than 3” or more than 5”. Wateradded after batching is not permitted.d.Prepare and place concrete per American Concrete Institute Manual ofStandard Practice, Parts 1, 2, and 3 including hot weatherrecommendations.e.Moist cure or polyethylene curing permitted.f.Prior to placing concrete, treat the entire subsurface area for termites incompliance with the FBC.g.Concrete shall be placed over a polyethylene vapor barrier.h.All aluminum components embedded within concrete shall be coated witha bituminous paint or epoxy.7.All flashing and weatherproofing shall be provided by the contractor.8.Use of these plans acknowledges and accepts a limit of liability not to exceeddesign and engineering fee.WIND SPEED AND EXPOSURE HAVEBEEN DETERMINED USING THE ADVANCEDTECHNOLOGY COUNCIL'S WEBSITEAND GOOGLE EARTH.A-1OCEANA SOUTH CONDO ASSOCIATION 10600 SOUTH OCEAN DRIVE JENSEN BEACH FL 34957FAE----08/12/21 UPRIGHT3" COMP ROOF PANELKNEE BRACE CONNECTION DETAILSCALE: NTSSELF-MATING BEAM12"12"S-3A-22" x 3" x 0.050"KNEE BRACE1 1/2" x 2 1/8" x 1 1/2" x0.062" x 3" LONG ALUMRECEIVING CHANNEL W/ (3)#14 x 3/4" SMS EACH SIDE& (3) #14 x 3/4" INTO POST1 1/2" x 2 1/8" x 1 1/2" x0.062" x 3" LONG ALUMRECEIVING CHANNEL W/ (3)#14 x 3/4" SMS EACH SIDE& (3) #14 x 3/4" INTO BEAMCOMPOSITE ROOF TO POST @ CORNER CONNECTIONSCALE: NTS#14 x 4" SMS W/1 1/2" DIA. NEOPRENEFACED WASHER @ 4" O.C.2" x 4" x 0.050"EDGE BEAM3" x 3" x 0.093"POST1 1/2" x 2 1/8" x 1 1/2" x 0.125" x 5" LONGALUM RECEIVING CHANNEL W/ (4)#14 x 3/4" SMS EACH SIDE OFBEAM & (3) 3/8" DIA. THRU BOLTSINTO POST3" x 0.062" ALUMRECEIVING CHANNELW/ #10 x 3/4" TOP ANDBOTTOM AS END CAPSA-2#14 SMS x 1" MIN. LONGERTHAN PANEL W/ 1 1/2" DIA.NEOPRENE FACED WASHER@ 12" O.C. ALONG LENGTHOF ALL END BEAMS3" COMPOSITEROOF PANEL2" x 4" x 0.050"END BEAM3/8" DIA.THRU BOLTS(3 TOTAL)3" x 3" POST TO CONCRETE CONNECTION DETAILSCALE: NTSBA-23" x 3" x 1/8" ALUM FLANGEDPOST BASE W/ (2) 3/8" DIA. THRUBOLTS INTO POST & (6) 1/4" DIA.x 3 1/2" CONCRETE SCREWANCHORS INTO CONCRETE2"2"1"AAA-A1 1/2 GAGE ONSCREW ANCHORS3" x 3" x 0.093"POSTCOPYRIGHTCNOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF FLORIDA ALUMINUM ENGINEERING, INC. PROJECT ADDRESS:DRAWN BYDATE DRAWNREVISION12SHEET NO:34PROFESSIONAL ENGINEER THOMAS P. ARNETT, P.E. LICENSE No. #46043 5601 MARINER STREET SUITE 240 TAMPA FL. 33609 TEL: (813) 374-2403 FAX: (813) 374-4516 FLORIDA BUSINESS REGISTRY LICENSE NO. 32807 FLORIDA ALUMINUM ENGINEERING, INC.ALUMINUM MEMBERS DIMENSIONSHOLLOW SECTIONS2 x 2: 2” x 2” x 0.046”2 x 3: 2” x 3” x 0.050”2 x 4: 2” x 4” x 0.050”2 x 5: 2” x 5” x 0.050”OPEN BACK SECTIONS1 x 2: 1” x 2” x 0.040”1 x 3: 1” x 3” x 0.045” SNAP SECTIONS2 x 2 Snap: 2” x 2” x 0.045”2 x 3 Snap: 2” x 3” x 0.050”2 x 4 Snap: 2” x 4” x 0.045”SELF MATING (SMB)2 x 4 SMB: 2” x 4” x 0.044” x 0.100”2 x 5 SMB: 2” x 5” x 0.050” x 0.100”2 x 6 SMB: 2” x 6” x 0.050” x 0.120”2 x 7 SMB: 2” x 7” x 0.057” x 0.120”2 x 8 SMB: 2” x 8” x 0.072” x 0.124”2 x 9 SMB: 2” x 9” x 0.072” x 0.124”2 x 10 SMB: 2” x 10” x 0.092” x 0.398”MINIMUM FASTENER EDGE DISTANCE: 1/2"MINIMUM FASTENER SPACING: 3/4"CONCRETE SCREW ANCHOR:SIMPSON TITEN HD OR EQUIVALENTSHEET METAL SCREWS (SMS):ITW / BUILDEX OR EQUIVALENT A-2-OCEANA SOUTH CONDO ASSOCIATION 10600 SOUTH OCEAN DRIVE JENSEN BEACH FL 34957FAE08/13/21---