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Home My WebLink AboutAPPROVED, MacFarlene esealCOPYRIGHTCNOT 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.LI 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: Master Craft Aluminum ProductsDESIGN CRITERIA:Applicable Codes, Regulations, and Standards1.The 7th Edition (2020) Florida Building Code, specifically Chapter 16 StructuralDesign, Chapter 20 Aluminum, and Chapter 23 Wood.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.Loading Criteria1.Live Load: 10 PSF per 7th Edition (2020) Florida Building Code, Appendix ISection 105.12.Dead Load: 1 PSF3.Wind Load:3.1.Building Occupancy Category, Section 1604.5 and Table 1604.5: RiskCategory 1.3.2.Ultimate Design Wind Speed: VULT = 150 MPH, Nominal Design WindSpeed: 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: Category Type 1 -Screen Room: Non-Habitable, UnconditionedRoof Type1.Roof Type: MONOSLOPE2.Roof Material: 3” x 48” x 0.024” composite panel Elite 2000, 1.0# density foam,Florida Product Approval Number FL 7561-R5.Foundation DesignNew 4" conc. slab w/ fibermesh filled w/ 2,500 PSI concrete. The foundations arebased on a minimum 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) Florida Building Code,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.Screen material shall be 18/14 screen unless approved by Florida AluminumEngineering, Inc.4.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".5.Approved concrete screw anchors to be Simpson Titen-HD or equivalent.6.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.7.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 weather recommendations.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 with abituminous paint or epoxy.8.All flashing and weatherproofing shall be provided by the contractor.9.Door location shall be determined by contractor in the field.10.Use of these plans acknowledges and accepts a limit of liability not to exceeddesign and engineering fee.A-1MACFARLENE 120 NE CAPRONA AVENUE PORT ST LUCIE FL 34983TP----09/29/21WIND SPEED AND EXPOSURE HAVEBEEN DETERMINED USING THE ADVANCEDTECHNOLOGY COUNCIL'S WEBSITEAND GOOGLE EARTH. 3 x UPRIGHTCHAIR RAIL MEMBER2" x 2" x 1/8" ANGLE W/(4) #10 x 5/8" EACH SIDECHAIR RAIL TO UPRIGHT DETAILSCALE:NTSCA-22" x 2" x 3" x 1/8" ALUM ANGLEEACH SIDE OF UPRIGHTW/ 3/8" DIA. x 3" CONCRETEANCHORS ON EACH SIDE(MIN 2 3/4" EMBED.) &(3) #12 x 3/4" SMS SCREWSINTO THE POST3" x 3" POST TO DECK CONNECTION DETAILSSCALE: NTSBA-2UPRIGHT1" x 3" OB ATTACHED TOCONCRETE W/ 1/4" DIA.CONCRETE SCREW ANCHOR6" FROM UPRIGHT& AT 24" O.C.(MIN. 2 3/4" EMBED.)1X3 TO HOST STRUCTURE DETAILSCALE: NTSATTACH 1" x 3" WITHCAULKING(4) #10 x 1 1/2" INTOSCREW BOSS2" x 2" OR 2" X 3" HOLLOWSECTION GIRT1" x 3"C-1A-21/8" x 2" x 2" EXTRUDEDANGLE 5052 H-32 ALLOYW/ (4) #14 x 3/4" SMSINTO DJUPRIGHT(1) 3/8" DIA. CONCRETESCREW ANCHORS(2 1/4" CONC. EMBED)6"FRONT VIEWSIDE VIEW2 1/4" MIN CONCANCHOR EMBEDMENTUPRIGHT TO CONCRETE @ PRE-HUNGDOOR LOCATION DETAILSCALE: NTS1" x 3" BASE PLATEANCHORED TO CONC W/ 1/4"CONCRETE SCREW ANCHOR(MIN. 1 1/4" EMBED)6" MAX EACH SIDE OF POSTAND 24" O.C. MAXSLAB / FOOTINGSEE PLANDJ-1A-2PRE-HUNGDOOR JAMBCOPYRIGHTCNOT 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. 32807 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 EQUIVALENTA-2-MACFARLENE 120 NE CAPRONA AVENUE PORT ST LUCIE FL 34983TP09/29/21--- 1/4" DIA. x 3"LAG SCREWS@ 12" O.C.3" COMPOSITE PANELFLASHING - INSTALLUNDER EXISTING DRIP EDGE3" x 0.062" EXTRUDEDRECEIVER CHANNEL#14 x 3/4" SMS @ 6" O.C.TOP AND BOTTOMW/ 1 1/2" DIA. NEOPRENEWASHER @ TOP SCREW ONLYCOMPOSITE PANEL TO FASCIA DETAILSCALE: NTSS-1A-32 X 3 TOP RAIL CONNECTION TO 3 X 3 UPRIGHTSCALE:NTS2" x 3" FLAT TOP RAIL - NOANGLE REQUIRED UNLESSSPLICED OR CORNER -ATTACH w/ (4) #10 x 4" LG3" x 3" x 0.090"UPRIGHT(5) 1/4" x 4" LAGS W/1 1/4" DIA. NEOPRENEFACED WASHER PERPANEL(4) #10 x 3/4"SMS INTOSCREW BOSSES(2) INTO TOP RAIL(2) INTO POST2" x 2" x 3" LGx 1/8" ANGLE2" x 3" FLATTOP RAIL w/(4) #10 x 4" SMSINTO POST(4) #10 x 3/4"SMS INTOSCREW BOSSES(2) INTO TOP RAIL(2) INTO POST2" x 2" x 3" LGx 1/8" ANGLECONNECTION AT CORNERCONNECTION AT SPLICESA-33" COMPOSITEPANEL3" x 0.062" ALUMRECEIVING CHANNELW/ #10 x 3/4" TOP ANDBOTTOM AS END CAP#14 SMS x 1" MIN. LONGERTHAN PANEL W/ 1 1/2" DIA.NEOPRENE FACED WASHER@ 12" O.C. ALONG LENGTHOF ALL END BEAMS3" COMPPANELEND WALL2" x 3" FLATEND BEAM2" x 3" FLATTOP RAIL W/(4) #10 x 4" SMSINTO POSTFRONT WALL EXISTING HOST WALLBEAM TO HOST STRUCTURE ATTACHMENT DETAILSCALE: NTSS-2A-32" x 3"END BEAM2" x 2" x 1/8"ALUM ANGLEW/ (3) #12 x 3/4"SMS INTO BEAMCONCRETE:(2) 1/4" DIA. x 3" QUICKSETANCHORS INTO WALLWOOD:(2) 1/4" DIA. x 3" LAG SCREWSINTO WALLTYPE I FOOTING TO AN EXISTING SLABSCALE: NTSNOTES FOR ALL FOUNDATION TYPES:1.THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARINGPRESSURE OF 1,500 PSF.2.THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS ANDCOMPACTED PRIOR TO PLACEMENT OF CONC.3.CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1.4.FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH.5.VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIORNON-HABITABLE CONCRETE FLAT WORK.AA-34" NOMINAL SLAB - TYP1" PER FT. MAX FOR 2'-0"MIN BEFORE STEEPERSLOPETYPE IFLAT SLOPE NO FTG< 2:12COPYRIGHTCNOT 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-MACFARLENE 120 NE CAPRONA AVENUE PORT ST LUCIE FL 34983TP09/29/21---