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Home My WebLink AboutCARPORT DRAWINGS - 8 LAS OLASCOPYRIGHTCNOT 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.ARNETTPROFESSIONALENGIN 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: WYNNE BUILDING CORPDESIGN CRITERIA:WIND SPEED AND EXPOSURE HAVEBEEN DETERMINED USING THE ADVANCEDTECHNOLOGY COUNCIL'S WEBSITEAND GOOGLE EARTH.Applicable Codes, Regulations, and Standards1.The 7th Edition (2020) Florida Building Code, specifically Chapter16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood.2.AA ASM 35 and AA ADM1 Specifications for AluminumStructures, Part 1-A of the Aluminum Design Manual prepared byThe Aluminum Association. and the AAF Guide to AluminumConstruction in High Wind Areas.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 Table1604.5: Risk Category 1.3.2.Ultimate Design Wind Speed: VULT = 150 MPH, NominalDesign Wind 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:Category Type 1 - Patio Cover / Screen Room: Non-Habitable,UnconditionedRoof Type1.Roof Type: MONOSLOPE2.Roof Material: 3” x 12” 0.030” Town & Country Industries RiserPanel, Florida Product Approval Number FL 17638-R2Foundation DesignExisting concrete slab. No additional concrete footing or slab isrequired to resist the loads imposed upon the existing slab by theproposed construction if the existing slab is a minimum of 4” thickand in sound condition, free from structural cracking, spalling, orother deterioration.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 AluminumEngineering, Inc.3.Screen material shall be 18/14 screen unless approved by FloridaAluminum Engineering, Inc.4.Fasteners are required to be corrosion resistant, minimum SAE Grade2 or better zinc plated to ASTM B633, or coated stainless steel series"300", or uncoated stainless steel series "400".5.Approved concrete screw anchors to be Simpson Titen-HD orequivalent.6.All Self Mating Beam Sections are to be stitched with either #14screws 6” from ends and 24” center to center or #12 screws 6" fromends and 12" center to center.7.Where concrete specifications are required, whether in the screenenclosure scope or not, by one or more regulatory agency, thefollowing specifications are 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 morethan 5”. Water added after batching is not permitted.d.Prepare and place concrete per American Concrete InstituteManual of Standard Practice, Parts 1, 2, and 3 including hotweather recommendations.e.Moist cure or polyethylene curing permitted.f.Prior to placing concrete, treat the entire subsurface area fortermites in 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.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 liabilitynot to exceed design and engineering fee.A-1WYNNE BUILDING CORP 8 LAS OLAS LANE PORT ST LUCIE FL 34952TP----12/20/21 3" x 3" x 0.090"POSTINTERNAL/EXTERNAL3" x 3" x 1/8" EXTRUDEDPOST BASE W/ (2) 3/8"DIA. THRU BOLTS(2) 3/8" DIA. CONCRETESCREW ANCHORS(3" CONC. EMBED)3" x 3" POST TO CONCRETE CONNECTION DETAILSCALE: NTS1" x 3" OB W/ 1/4" CONCRETESCREW ANCHOR 6"FROM UPRIGHT & @24" O.C. (MIN. 3" EMBED.)BA-23" x 3" x 0.090"POSTCHAIR RAIL MEMBER1" x 1" x 1/8" ANGLE W/(2) #14 x 5/8" EACH FLANGEEACH SIDE OF UPRIGHTCHAIR RAIL TO POST CONNECTION DETAILSCALE: NTSCA-23" x 3" x 0.090"POSTINTERNAL/EXTERNAL3" x 3" x 1/8" EXTRUDEDPOST BASE W/ (2) 3/8"DIA. THRU BOLTS(2) 3/8" DIA. CONCRETESCREW ANCHORS(3" CONC. EMBED)POST TO CONCRETE CONNECTION DETAILSCALE: NTSB-1A-2UPRIGHT(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 JAMB1/8" x 2" x 2" EXTRUDEDANGLE 5052 H-32 ALLOYW/ (4) #14 x 3/4" SMSINTO DJCOPYRIGHTCNOT 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-WYNNE BUILDING CORP 8 LAS OLAS LANE PORT ST LUCIE FL 34952TP12/20/21--- 3" RISERPANEL(3) 3/8" DIA.THRU BOLTS2" x 5" SMB3" x 3" x 0.090"POSTS-1A-3RISER PAN ROOF TO POST CONNECTIONSCALE: NTS#14 x 3/4" SMS W/NEOPRENE FACEDWASHER @ 4" O.C.EXISTINGBUILDINGFLASHINGBYOTHERS3" x 3" x 0.090"POST2" x 5" SMB#14 x 3/4" SMS W/NEOPRENE FACEDWASHER @ 4" O.C.3" RISERPANEL1 1/2" x 2 1/8" x1 1/2" x 0.062"ALUM RECEIVING CHANNELW/ (3) #12 x 3/4" SMS EACHSIDE OF BEAM & (2) 3/8" DIA.THRU BOLTS INTO THE POST2" x 3" x 0.045"END BEAM3/8" DIA. THRU BOLTS-3A-3RISER PANEL TO CORNER POST @ 4TH WALL DETAILSCALE: NTS#14 SMS x 3/4" W/NEOPRENE FACEDWASHER @ 12" O.C.ALONG LENGTHOF ALL END BEAMS2" x 3" TOP RAILw/ (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" ANGLE1 1/8" x 2" x 1 1/8" x 5" x 0.125"ALUM RECEIVING CHANNELW/ (4) #14 x 3/4" SMS INTOEACH SIDE OF BEAM & (4)#14 x 1" SMS INTO CORNER POST2" x 5" SMB#14 x 3/4" SMS W/NEOPRENE FACEDWASHER @ 4" O.C.3" RISERPANELS-5A-3RISER PANEL ROOF TO POST CONNECTIONSCALE: NTS2 X 3 TOP RAIL CONNECTION TO 3 X 3 UPRIGHTSCALE:NTS2" x 3" x 0.045" TOP RAIL -NO ANGLE REQUIREDUNLESS SPLICED ORCORNER - ATTACH w/ (4)#10 x 4" LG3" x 3" PBUPRIGHT#14 x 3/4" SMS W/NEOPRENE FACEDWASHER @ 4" O.C.(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" x 0.045" TOPRAIL w/ (4) #10 x 4"SMS INTO 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-31 1/2" x 2 1/8" x 1 1/2" x 1/8" x6" LONG ALUM RECEIVINGCHANNEL W/ (5) #14 x 3/4"INTO THE UPRIGHT AND(5) #14 x 3/4" SMS INTO EACHSIDE OF BEAM3" RISERPANEL2" x 6"CROSS BEAM#14 SMS x 1" W/NEOPRENE FACEDWASHER @ 12" O.C.ALONG LENGTHOF ALL END BEAMSEXISTINGBUILDINGFLASHINGBYOTHERS3" x 3" x 0.090"POST2" x 5" SMB(3) 3/8" DIA.THRU BOLTS#14 x 3/4" SMS W/NEOPRENE FACEDWASHER @ 4" O.C.3" RISERPANELRISER PANEL TO POST @ 4TH WALL DETAILSCALE: NTSS-2A-3RISER PANEL TO CORNER POST CONNECTIONSCALE: NTS#14 x 3/4" SMS W/NEOPRENE FACEDWASHER @ 4" O.C.3" RISERPANEL2" x 5" SMB3" x 3" x 0.090"POST1 1/8" x 2 1/8" x 1 1/2" x 0.062" x 3" LONGALUM RECEIVING CHANNEL W/ (3)#14 x 3/4" SMS EACH SIDE OFBEAM & (2) 3/8" DIA. THRU BOLTSINTO POSTS-4A-33/8" DIA.THRU BOLTS(3 TOTAL)#14 SMS x 3/4" W/NEOPRENE FACEDWASHER @ 12" O.C.ALONG LENGTHOF ALL END BEAMS2" x 3" x 0.045"END BEAMCOPYRIGHTCNOT 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-WYNNE BUILDING CORP 8 LAS OLAS LANE PORT ST LUCIE FL 34952TP12/20/21--- KNEE BRACE CONNECTION DETAILSCALE: NTSS-6A-42" x SMBEDGE BEAM2" x 3" x 0.045"KNEE BRACE3" x 3" x 0.090"POST1 1/2" x 2 1/8" x 1 1/2" x0.062" x 3" LONG ALUMRECEIVING CHANNEL W/ (3)#12 x 3/4" SMS EA. FACE &(3) #12 x 3/4" INTO POST3" RISERPANEL12"12"#14 x 3/4" SMS W/NEOPRENE FACEDWASHER @ 4" O.C.KNEE BRACE CONNECTION DETAILSCALE: NTSS-7A-42" x 3" x 0.045"END BEAM2" x 3" x 0.045"KNEE BRACE3" x 3" x 0.090"POST1 1/2" x 2 1/8" x 1 1/2" x0.062" x 3" LONG ALUMRECEIVING CHANNEL W/ (3)#12 x 3/4" SMS EA. FACE &(3) #12 x 3/4" INTO POST3" RISERPANEL12"12" MAXOVERHANG#14 x 3/4" SMS W/NEOPRENE FACEDWASHER @ 4" O.C.12"#14 x 3/4" SMS W/ NEOPRENEFACED WASHER @ 12" O.C.ALONG LENGTH OF ALLEND / CROSS BEAMSEXISTINGBUILDINGFLASHING3" x 3" POST2" x 5" SMB#14 x 3/4" SMS W/NEOPRENE FACEDWASHER @ 4" O.C.3" RISERPANEL1 1/2" x 2 1/8" x1 1/2" x 6" x 0.125"ALUM RECEIVING CHANNELW/ (5) #12 x 3/4" SMS EACHSIDE OF BEAM & (3) 3/8" DIA.THRU BOLTS INTO THE POST2" x 6" SMBCROSS BEAMS-9A-4RISER PANEL TO POST @ 4TH WALL DETAILSCALE: NTS#14 SMS x 3/4" W/NEOPRENE FACEDWASHER @ 12" O.C.ALONG LENGTHOF ALL END BEAMSINT BEAM TO CROSS BEAM ATTACHMENTSCALE: NTS2" x 6" SMBCROSS BEAMS-8A-42" x 5" SMB1 1/2" x 2 1/8" x 1 1/2" x 0.125"BEAM DEPTH CHANNEL W/(4) #14 x 3/4" SMS INTOBEAM EACH SIDE &(4) #14 x 3/4" SMS INTOCARRIER BEAM2" x 5" SMB1 1/2" x 2 1/8" x 1 1/2" x 0.125"BEAM DEPTH CHANNEL W/(4) #14 x 3/4" SMS INTOBEAM EACH SIDE &(4) #14 x 3/4" SMS INTOCARRIER BEAM1 1/2" x 2 1/8" x 1 1/2" x 0.125" xBEAM DEPTH CHANNEL W/(4) #14 x 3/4" SMS INTOBEAM EACH SIDE &(4) #14 x 3/4" SMS INTOUPRIGHT2" x 3" TOP RAIL - NOANGLE REQUIRED UNLESSSPLICED OR CORNER -ATTACH w/ (4) #10 x 4" LG3" x 3" x 0.090"UPRIGHT2" x 5" SMBINTERIOR BEAM2 X 3 TOP RAIL CONNECTION TO SIDE WALL 3 X 3 UPRIGHTSCALE: NTSS-10A-43" RISER PANEL#14 x 3/4" SMS W/NEOPRENE FACEDWASHER @ 4" O.C.#14 SMS x 3/4" W/NEOPRENE FACEDWASHER @ 12" O.C.ALONG LENGTHOF ALL END BEAMSCOPYRIGHTCNOT 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-4-WYNNE BUILDING CORP 8 LAS OLAS LANE PORT ST LUCIE FL 34952TP12/20/21---