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Home My WebLink AboutAPPROVED Engineered Drawings - SciaccaCOPYRIGHTCNOT 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 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: RiskCategory 1.3.2.Ultimate Design Wind Speed: VULT = 150 MPH, Nominal Design WindSpeed: VASD = 116 MPH.3.3.Exposure Category, Section 1609.4.3: Exposure B3.4.Screen Enclosure Section 2002.44.Building Category for Aluminum Structures, Section 2002.6: Category Type1 - Patio Cover: Non-Habitable, UnconditionedRoof Type1.Roof Type: MONOSLOPE2.Roof Material: 3” x 48” x 0.024” composite panel Elite 2000, 1.0# densityfoam, Florida Product Approval Number FL 7561-R5.Foundation DesignNew Type II 4” Monolithic Concrete Slab - 8” x 8” w/(1) #5 Cont. 31”overlap at joints on 3” chairs and poured w/ 2,500 PSI concrete. Doweled &epoxy to existing slab with 12" #5 rebar @ 24" o.c. 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 BuildingCode, and any other applicable local codes and regulations.2.Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues,no manufacturer substitution is acceptable without the specific written, signedand 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" centerto 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 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 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 be coatedwith 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 to exceeddesign and engineering fee.A-1SCIACCA 42 GRANDE VISTA WAY PORT ST LUCIE FL 34952TP----01/19/21WIND SPEED AND EXPOSURE HAVEBEEN DETERMINED USING THE ADVANCEDTECHNOLOGY COUNCIL'S WEBSITEAND GOOGLE EARTH. EXISTINGBUILDINGS-1A-2COMP. ROOF TO CORNER POST @ 4TH WALL DETAILSCALE: NTSFLASHING3" x 3" x 0.093" POST2" x 7" SMB#14 x 4" SMS W/1 1/2" DIA. NEOPRENEFACED WASHER @ 6" 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 POST2" x 3" x 0.050"END BEAM(4) 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 BEAMS3" 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. CONCRETESCREW ANCHORS(3" CONC. EMBED)3" x 3" POST TO CONCRETE CONNECTION DETAILSCALE: NTSBA-2COMPOSITE ROOF TO POST @ CORNER CONNECTIONSCALE: NTS#14 x 4" SMS W/1 1/2" DIA. NEOPRENEFACED WASHER @ 6" O.C.2" x 7" SMB3" x 3" x 0.093"POST1 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 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 3" x 0.050"END BEAM3/8" DIA.THRU BOLTS(4 TOTAL)2" x 3" x 0.050"KNEE BRACEUPRIGHT1 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" COMP ROOF PANELKNEE BRACE CONNECTION DETAILSCALE: NTSSELF-MATING BEAM12"12"S-2A-21 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 BEAMTYPE II FOOTING TO AN EXISTING SLABAT FIELD VERIFIED LOCATIONSCALE: 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-28"8"TYPE IIMODERATE SLOPE FTG2:12 - 3:12GRADE#5 CONT 31" OVERLAPAT JOINTS ON 3" CHAIRSNEW 4" SLABEXISTINGSLAB#5 x 12" BARS @24" O.C. 6" EMBEDEPOXY IN PLACECOPYRIGHTCNOT 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.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-SCIACCA 42 GRANDE VISTA WAY PORT ST LUCIE FL 34952TP01/19/21---