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Home My WebLink AboutAPPROVED Engineered Drawings - FinkelCOPYRIGHTCNOT 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 LICENSE: CA LIC. NO. 32807 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.CONTRACTOR: East Coast Aluminum Products, Inc.DESIGN 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-Aof the Aluminum Design Manual prepared by The Aluminum Association. andthe AAF Guide to Aluminum Construction in High Wind Areas.3.ASCE 7-16.Loading Criteria1.Deck Live Load: 40 PSF2.Deck Dead Load: 10 PSF3.Roof Live Load: 10 PSF per 7th Edition (2020) Florida Building Code,Appendix I Section 105.14.Roof Dead Load: 1 PSF5.Wind Load:5.1.Building Occupancy Category, Section 1604.5 and Table 1604.5: RiskCategory 1.5.2.Ultimate Design Wind Speed: VULT = 150 MPH, Nominal Design WindSpeed: VASD = 116 MPH5.3.Exposure Category, Section 1609.4.3: Exposure C5.4.Screen Enclosure Section 2002.46.Building Category for Aluminum Structures, Section 2002.6: Category Type 1 -Wood Deck w/ Screen Room: Non-Habitable, UnconditionedRoof Type1.Roof Type: MONOSLOPE2.Roof Material: 3” x 48” x 0.032” composite panel Elite 2000, 1.0# densityfoam, Florida Product Approval Number FL 7561-R5.Foundation DesignNew Wood Deck on existing concrete - see sheet A-1 for information.No additional concrete footing or slab is required to resist the loads imposedupon the existing slab by the proposed construction if the existing slab is aminimum of 4” thick and in sound condition, free from structural 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.Screen material shall be 18/14 screen unless approved by Florida AluminumEngineering, Inc.4.Door location shall be determined by contractor in the field.5.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".6.Approved concrete screw anchors to be Simpson Titen-HD or equivalent.7.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 tocenter.8.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”.Water added 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.9.All lumber and plywood shall have grade marks and treatment identification andShall conform to the following:a.Framing lumber shall be minimum no. 2 southern yellow pine and have amaximum moisture content of 15%.b.Pressure treatments shall be osmosalts, osmose k-33, womansalts orcelcure, as recommended for the use condition. Pressure treated lumbershall be impregnated with a cca salt treatment in accordance with f.s.tt-w-571 and bear the American Wood Preservatives Institute qualitymark lp-2.c.Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure1.d.Aluminum members that are uncoated shall be separated from PT lumberby 30# felt paper, 10 mil polyethylene sheet or equivalent material.10.All flashing and weatherproofing shall be provided by the contractor.11.Use of these plans acknowledges and accepts a limit of liability not to exceeddesign and engineering fee.WIND SPEED AND EXPOSUREHAVE BEEN DETERMINEDUSING THE ADVANCEDTECHNOLOGY COUNCIL'SWEBSITE AND GOOGLEEARTH.A-1FINKEL 5307 FOURWINDS WAY LOT 89 FORT PIERCE FL 34949TP----03/01/22 4" x 4" x 0.125"POST(2) 3/8" DIA.THRU BOLTS(2) 2X8PT WOODGIRDERRIM BEAM TO POST DETAILSCALE: NTSD-2A-21/4" x 3" x 3" ALUMANGLE EACH SIDE OF POSTW/ (4) #14 x 3/4" SMS INTOALUM POST & (2) 3/8" DIA. x 6" LAGSCREWS INTO THE WOOD GIRDERSIMPSON STRONG TIELUS-26Z2X6PT WOOD JOIST@ 16" O.C.5/4" X 6" COMPOSITEDECKING SPACEDW/ 30D NAIL GAP W/(2) #10 x 2" DECKSCREWS @ EACH JOISTRIM BEAM TO JOISTS DETAILSCALE: NTSD-4A-2(2) 2X8PT WOODGIRDER W/ (2) ROWSOF 16D NAILS AT 12" O.C.4" x 4" x 0.125"POST BEYONDRIM JOIST TO INTERMEDIATE BEAM DETAILSCALE: NTSD-3A-24" x 4" x 0.125"POST(2) 2X8 PT WOODRIM JOIST W/(5) 16D NAILS5/4" X 6" COMPOSITEDECKING SPACEDW/ 30D NAIL GAP W/(2) #10 x 2" DECKSCREWS @ EACH JOIST2X6PT WOOD JOIST@ 16" O.C.POST NOTCHED FORWOOD GIRDER. CONNECTEDW/ (2) 3/8" DIA. THRU BOLTS2" x 2" x 1/8" x 5" ALUM ANGLEW/ (3) #14 SMS W/ 1 1/2" DIA.NEOPRENE WASHER AND(2) 1/4" DIA CONCRETESCREW ANCHORS (MIN 2"CONCRETE EMBEDMENT)WOODFIBERGLASSCOATCONCRETE SLABFIBERGLASS STEPS ANCHORING DETAILSCALE: NTSST-1A-2FIBERGLASSSTAIRANCHOR AT(8) LOCATIONSPLAN VIEWSIDE VIEWEXISTINGCONCRETE4X4 POST TO CONCRETE CONNECTION DETAILSCALE: NTS4" x 4" x 0.125"POST1/8" x 2" x 2" EXTRUDED ANGLE5052 H-32 ALLOY EA SIDE OF POST W/ (2) #14 x 3/4" SMS &(1) 3/8" DIA. CONCRETESCREW ANCHOR(2 1/4" MIN CONC. EMBED)D-1A-2 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 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.A-2-FINKEL 5307 FOURWINDS WAY LOT 89 FORT PIERCE FL 34949TP03/01/22--- 1/8" x 2" x 2" EXTRUDEDANGLE 5052 H-32 ALLOY3/8" DIA. x 6" LAG SCREWINTO WOOD DECKFRONT VIEWSIDE VIEW(4) #14 x 3/4" SMSINTO DJ1" x 2" BASE PLATEANCHORED TO DECK WITH1/4" LAG SCREW ANCHOR(MIN. 2 1/4" EMBED)6" MAX EACH SIDE OF POSTAND 24" O.C. MAXWOODDECKFRAMING6"WOOD GIRDERFASTENERS MUST ENGAGESOLID WOOD GIRDERPROVIDE FULL DEPTHINTERMEDIATE BLOCKINGBETWEEN JOISTS AS REQUIREDTO FULLY ENGAGE FASTENERSUPRIGHT1" x 2" O.B. BASEPLATE - TYPUPRIGHTPRE-HUNGDOOR JAMBUPRIGHT TO WOOD DECK @ PRE-HUNGDOOR LOCATION DETAILSCALE: NTSDJ-1A-3PROVIDE SOLID WOODBLOCKING IF REQUIREDTO FULLY ENGAGEALUMINUM FASTENERSFASTEN TO JOIST WITH(4) 16d TOE-NAILED2" x PATIOEXTRUSIONCHAIR RAIL MEMBEROPTION 1:2" x 2" x 1/8" ALUM ANGLEW/ (4) #12 x 5/8" EACH SIDEOPTION 2:0.125" x 1 1/2" x 2 1/8" x 1 1/2"INTERNAL OR EXTERNALALUM RECEIVING CHANNELW/ (3) #12 x 3/4" INTOGIRT EACH FACE & (3)#12 x 3/4" INTO UPRIGHTCHAIR RAIL TO UPRIGHT DETAILSCALE:NTSCA-3KICK PLATE NOTES:1.0.024 ALUM2.SCREW ALL CORNERS3.100 B - 120 B WIND ZONESUSE #8 x 5/8" SMS @ 12" O.C.4.120 C - 140 B WIND ZONESUSE #8 x 5/8" SMS @ 8" O.C.5.140 C - 150 B WIND ZONESUSE #8 x 5/8" SMS @ 6" O.C.6.150 C & ABOVE WIND ZONESUSE #12 x 5/8" SMS @ 6" O.C.7.SCREW GIRT, BOTTOM RAIL& BOTH SIDES8.MAX KICK PLATE HT = 36"1/8" x 2" x 2" EXTRUDEDANGLE 5052 H-32 ALLOY EASIDEUPRIGHT1" x 2" O.B. BASEPLATE - TYP(2) 3/8" DIA. x 6"LAG SCREWS(2) #14 x 3/4" SMSINTO EACH SIDEOF UPRIGHT6"FRONT VIEWSIDE VIEW1" x 2" BASE PLATE ANCHORED TODECK WITH 1/4" DIA. LAG SCREWANCHOR (MIN. 2 1/4" EMBED)6" MAX EACH SIDE OF POST AND24" O.C. MAX2" x 3" OR LARGER UPRIGHT TO WOOD DECK DETAILSSCALE: NTSWOOD GIRDERFASTENERS MUST ENGAGESOLID WOOD GIRDERPROVIDE FULL DEPTHINTERMEDIATE BLOCKINGBETWEEN JOISTS ASREQUIRED TO FULLY ENGAGEFASTENERS(2) #14 x 3/4" SMSINTO EACH SIDEOF UPRIGHTBA-3PROVIDE SOLID WOODBLOCKING IF REQUIREDTO FULLY ENGAGEALUMINUM FASTENERSFASTEN TO JOIST WITH(4) 16d TOE-NAILEDCORNER POSTCORNER POST W/ 1" x 2" @BACKSIDEFRONT VIEWSIDE VIEW2"1" x 2" BASE PLATEANCHORED TO DECK WITH1/4" LAG SCREW ANCHOR(MIN. 2 1/4" EMBED)6" MAX EACH SIDE OF POSTAND 24" O.C. MAX3/8" DIA. LAG SCREW xLENGTH AS REQUIREDFOR 2 1/4" EMBED LAG SCREWINTO WOOD DECK1/8" x 2" x 2" EXTRUDEDANGLE 5052 H-32 ALLOYW/ (4) #14 x 3/4" SMSINTO POST6"2 1/4" MIN EMBEDMENTWOODDECKFRAMING6"1" x 2" O.B. FASTENED TO CORNERPOST W/ #12 x 1 1/2" SMS AT 6" FROMTOP & BOTTOM RAILS. TYPICALLY @24" O.C.1/8" x 2" x 2" EXTRUDED ANGLE 5052H-32 ALLOY EA CORNER W/ (2) #14 x 2"SMS INTO POST & (1) 3/8" DIA. LAGSCREW INTO WOOD DECK(2) #10 x 1 1/2" SMSTHRU SCREW BOSSESCORNER POST TO WOOD DETAILSCALE: NTSCP-1A-3WOOD GIRDERFASTENERS MUST ENGAGESOLID WOOD GIRDERPROVIDE FULL DEPTHINTERMEDIATE BLOCKINGBETWEEN JOISTS AS REQUIREDTO FULLY ENGAGE FASTENERS1X2 TO HOST STRUCTURE DETAILSCALE: NTSWOOD:1/4" DIA. x 3" WOOD SCREWS,6" FROM GIRT & @ 12" O.C.CONC:1/4" DIA. x 3" CONCRETESCREW ANCHOR, 6"FROM GIRT & @ 24" O.C.(4) #10 x 1 1/2" INTOSCREW BOSS2" x 2" OR 2" x 3" HOLLOWSECTION GIRT1" x 2"C-1A-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 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.A-3ALUMINUM 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-FINKEL 5307 FOURWINDS WAY LOT 89 FORT PIERCE FL 34949TP03/01/22--- 3" COMPOSITEROOF PANEL1" x 1" x 1/8" ALUMANGLE W/ (3) #12x 3/4" SMS EACH SIDE3" x 2"UPRIGHT OR POSTSEE SHT FOR ADD'LMEMEBER INFO.COMPOSITE ROOF TO POST CONNECTIONSCALE: NTS#14 x 4" SMS W/1 1/2" DIA. NEOPRENEFACED WASHER @ 4" O.C.SA-4(2) 1/4" DIA.THRU BOLTSE-GUTTER W/ #12 @12" O.C.TOP & BOT. (3 PER PANEL)COMPOSITE ROOF TO POST @ CORNER CONNECTIONSCALE: NTS#14 x 4" SMS W/1 1/2" DIA. NEOPRENEFACED WASHER @ 4" O.C.3" x 2"UPRIGHT OR POSTSEE SHT FOR ADD'LMEMEBER INFO.1 1/2" 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-3A-4#14 SMS x 1" MIN. LONGERTHAN PANEL W/ 1 1/2" DIA.NEOPRENE FACED WASHER@ 12" O.C. ALONG LENGTHOF ALL END BEAMS3" COMPOSITEROOF PANEL3" x 2" x 0.050"END BEAM1" x 1" x 1/8" ALUMANGLE W/ (3) #12x 3/4" SMS EACH SIDEE-GUTTER W/ #12 @12" O.C.TOP & BOT. (3 PER PANEL)ANCHORS SHALLENGAGE SOLIDWOOD HEADEROR GIRDER3" x 3" x 0.093"POSTINTERNAL/EXTERNAL3" x 3" x 1/8" EXTRUDEDPOST BASE W/ (2) 3/8"DIA. THRU BOLTS(2) 3/8" DIA. x 6"LAG SCREWSPROVIDE SOLID WOODBLOCKING IF REQUIREDTO FULLY ENGAGEALUMINUM FASTENERSFASTEN TO JOIST WITH(4) 16d TOE-NAILED3" x 3" POST TO WOOD CONNECTION DETAILSCALE: NTSB-1A-4EXISTINGBUILDINGS-4A-4COMP. ROOF TO CORNER POST @ 4TH WALL DETAILSCALE: NTSFLASHINGBY OTHERS3" x 3" x 0.093" POST2" x 5" SMB#14 x 4" SMS W/1 1/2" DIA. NEOPRENEFACED WASHER @ 4" O.C.3" COMPOSITEROOF PANEL1 1/8" x 2 1/8" x1 1/8" x 0.050"ALUM RECEIVING CHANNELW/ (3) #12 x 3/4" SMS EACHSIDE OF BEAM & (2) 3/8" DIA.THRU BOLTS INTO THE POST3" x 2" x 0.050"END BEAM(3) 3/8" DIA. THRU BOLT#14 SMS x 1" MIN. LONGERTHAN PANEL W/ 1 1/2" DIA.NEOPRENE FACED WASHER@ 12" O.C. ALONG LENGTHOF ALL END BEAMSEXISTING HOST WALLBEAM TO HOST STRUCTURE ATTACHMENT DETAILSCALE: NTS3" x 2" PB1 1/2" x 2 1/8" x 1 1/2" x 3" x 0.062"ALUM RECEIVING CHANNELW/ (3) #14 x 3/4" SMS EACHSIDE INTO BEAMCONCRETE:(2) 1/4" x 3" QUICKSETANCHORS INTO WALLWOOD:(2) 1/4" x 3" LAG SCREWSINTO WALL STUDSS-2A-4EXISTINGHOSTWALLCOMPOSITE 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" DIA. 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-1A-4 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 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.A-4-FINKEL 5307 FOURWINDS WAY LOT 89 FORT PIERCE FL 34949TP03/01/22---