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Home My WebLink AboutAPPROVED eseal (1)COPYRIGHTCNOT 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: A Quality ConstructionDESIGN CRITERIA:Applicable Codes, Regulations, and Standards1.The 7th Edition (2020) Florida Building Code, specifically Chapter 16Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood.2.AA ASM 35 and AA ADM1 Specifications for Aluminum Structures, Part1-A of the Aluminum Design Manual prepared by The AluminumAssociation. and the AAF Guide to Aluminum Construction in High WindAreas.3.ASCE 7-16.Loading Criteria1.Live Load: 10 PSF per 7th Edition (2020) Florida Building Code,Appendix I Section 105.12.Dead Load: 1 PSF3.Wind Load:3.1.Building Occupancy Category, Section 1604.5 and Table 1604.5:Risk Category 1.3.2.Ultimate Design Wind Speed: VULT = 150 MPH, Nominal DesignWind Speed: VASD = 116 MPH3.3.Exposure Category, Section 1609.4.3: Exposure B3.4.Screen Enclosure Section 2002.44.Building Category for Aluminum Structures, Section 2002.6: CategoryType 1 - Patio Cover: Non-Habitable, UnconditionedRoof Type1.Roof Type: MONOSLOPE2.Roof Material: 3” x 48” x 0.024” composite panel Elite 2000, 2.0#density foam, Florida Product Approval Number FL 7561-R5.Foundation DesignNew 24" x 24" x 24" Isolated Footing w/(1) #5 top and bottom each wayand poured w/ 2,500 PSI concrete. The foundations are based on aminimum soil bearing pressure of 1,500 psf.SpecificationsThe following specifications are applicable to this project:1.All work shall be in accordance with the 7th Edition (2020) FloridaBuilding Code, and any other applicable local codes and regulations.2.Aluminum extrusions shall be 6005 T5 Alloy. Due to quality controlissues, no manufacturer substitution is acceptable without the specificwritten, signed and sealed authorization of Florida Aluminum Engineering,Inc.3.Fasteners are required to be corrosion resistant, minimum SAE Grade 2 orbetter zinc plated to ASTM B633, or coated stainless steel series "300", oruncoated stainless 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”from ends 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 enclosurescope or not, by one or more regulatory agency, the following specificationsare applicable:a.Concrete shall conform to ASTM C94 for the followingcomponents: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”.Water added after batching is not permitted.d.Prepare and place concrete per American Concrete Institute Manualof Standard 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 termitesin compliance with the FBC.g.Concrete shall be placed over a polyethylene vapor barrier.h.All aluminum components embedded within concrete shall becoated with a 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 toexceed design and engineering fee.A-1KIRCHNER 8401 FORT WALTON AVENUE FORT PIERCE FL 34951TP----02/22/22 COMPOSITE ROOF TO POST CONNECTIONSCALE: NTS#14 x 4" SMS W/1 1/2" DIA. NEOPRENEFACED WASHER @ 6" O.C.3" COMPOSITEROOF PANEL(4) 3/8" DIA.THRU BOLTS2" x 8" SMB3" x 3" x 0.125"POSTS-1A-23" x 0.062" ALUMRECEIVING CHANNELW/ #10 x 3/4" TOP ANDBOTTOM AS END CAP STANDARD ISOLATED FOOTING DETAILSCALE: NTS3" x 3" x 0.125"POST24"24" x 24"2,500 PSI CONCRETE(1) #5 REBARTHRU POSTTOP & BOTTOMBA-24"2"4"4"COMPOSITE ROOF TO POST CONNECTIONSCALE: NTS#14 x 4" SMS W/1 1/2" DIA. NEOPRENEFACED WASHER @ 6" O.C.3" COMPOSITEROOF PANEL(3) 3/8" DIA.THRU BOLTS2" x 6" SMB3" x 3" x 0.125"POST3" x 0.062" ALUMRECEIVING CHANNELW/ #10 x 3/4" TOP ANDBOTTOM AS END CAPSA-2EXISTINGHOSTWALLCOMPOSITE PANEL TO HOST CONNECTION DETAILSCALE: NTS3" x 0.062" EXTRUDED RECEIVERCHANNEL W/ #14 x 3/4" SMSW/ 1 1/2" DIA. NEO-WASHER@ 6" O.C.CONCRETE:(1) 1/4" x 2 1/4" SCREWTYPE MASONRYANCHOR @ 12" O.C.WOOD:(1) 1/4" DIA. x 3" LAG SCREWS@ 12" O.C.#14 x 3/4" SELF-TAPPINGSCREW @ 6" O.C.3" COMPOSITEROOF PANELS-2A-2EXISTING HOST WALLBEAM TO HOST STRUCTURE ATTACHMENT DETAILSCALE: NTSS-3A-22" x 5" SMB1 1/2" x 2 1/8" x 1 1/2" x 5" x 0.125"ALUM RECEIVING CHANNELW/ (4) #14 x 3/4" SMS EACHSIDE INTO BEAMCONCRETE:(2) 1/4" DIA. x 3" QUICKSETANCHORS INTO WALLWOOD:(2) 1/4" DIA. x 3" LAG SCREWSINTO WALLALUMINUM 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 COPYRIGHTCNOT 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. 5601 MARINER STREET SUITE 240 TAMPA FL. 33609 TEL: (813) 374-2403 FAX: (813) 374-4516 FLORIDA BUSINESS REGISTRY LICENSE NO. 32807A-2NOTE:CONTRACTOR TO VERIFY ALL HIDDENFASTENERS HAVE BEEN INSTALLED PERTHE ATTACHED DETAILS AND PERMANUFACTURER'S SPECIFICATIONS.-KIRCHNER 8401 FORT WALTON AVENUE FORT PIERCE FL 34951TP02/22/22--- #14 x 4" SMS W/1 1/2" DIA. NEOPRENEFACED WASHER @ 6" O.C.3" COMPOSITEROOF PANEL(3) 3/8" DIA.THRU BOLTS2" x 5" SMB3" x 3" x 0.125"POST1 1/2" x 2 1/8" x 1 1/2" x 0.125"BEAM DEPTH CHANNEL W/(7) #14 x 3/4" SMS INTOBEAM EACH SIDE &(7) #14 x 3/4" SMS INTOPOST2" x 8" SMB#14 x 4" SMS W/1 1/2" DIA. NEOPRENEFACED WASHER @ 6" O.C.3" COMPOSITEROOF PANELMULTIPLE EDGE BEAMS TO POST CONNECTION DETAIL DETAILSCALE: NTSS-4A-3 COPYRIGHTCNOT 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. 5601 MARINER STREET SUITE 240 TAMPA FL. 33609 TEL: (813) 374-2403 FAX: (813) 374-4516 FLORIDA BUSINESS REGISTRY LICENSE NO. 32807A-3-KIRCHNER 8401 FORT WALTON AVENUE FORT PIERCE FL 34951TP02/22/22---