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Home My WebLink AboutAPPROVED Jackson 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 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.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.CONTRACTOR: Master Craft AluminumDESIGN CRITERIA:Applicable Codes, Regulations, and Standards1.The 7th Edition (2020) Florida Building Code, specifically Chapter 16 Structural Design,Chapter 20 Aluminum, and Chapter 23 Wood.2.AA ASM 35 and AA ADM1 Specifications for Aluminum Structures, Part 1-A of theAluminum Design Manual prepared by The Aluminum Association. and the AAF Guideto Aluminum Construction in High Wind Areas.3.ASCE 7-16.Loading Criteria1.Live Load: 10 PSF per 7th Edition (2020) Florida Building Code, Appendix I Section105.12.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 Design 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 - WoodShed : Non-Habitable, UnconditionedRoof Type1.Roof Type: MONOSLOPE2.Roof Material: 3” x 48” x 0.024” Elite 2000 Composite Panel, 1.0 # density foam,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 jointson 3” chairs and 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 6th Edition (2017) Florida Building Code, andany 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 and sealedauthorization of Florida Aluminum Engineering, Inc.3.Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zincplated to ASTM B633, or coated stainless steel series "300", or uncoated stainless steelseries "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 and24” center to center or #12 screws 6" from ends and 12" center to center.6.Door location shall be determined by contractor in the field.7.Where concrete specifications are required, whether in the screen enclosure scope or not,by one or more regulatory agency, the following specifications are 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 addedafter batching is not permitted.d.Prepare and place concrete per American Concrete Institute Manual of StandardPractice, 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 in compliancewith 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 lumber and plywood shall have grade marks and treatment identification and Shallconform 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 or celcure, asrecommended for the use condition. Pressure treated lumber shall be impregnatedwith a cca salt treatment in accordance with f.s. tt-w-571 and bear the AmericanWood Preservatives Institute quality mark lp-2.c.Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1.d.Aluminum members that are uncoated shall be separated from PT lumber by 30#felt paper, 10 mil polyethylene sheet or equivalent material.9.Contractor shall provide Florida Product Approval information as to the exact windowbeing utilized for this project, including manufacturers specifications, and installationmethods for anchoring the submitted windows to Aluminum members and specific sizesas indicated on A-1.10.Contractor shall provide any additional backing (aluminum, wood etc..) and anchorsas required by the window manufacturers recommended procedures.11.All glass panels within 24" of a door opening shall be of tempered glass perFBC-R308.412.All flashing and weatherproofing shall be provided by the contractor.13.Use of these plans acknowledges and accepts a limit of liability not to exceed designand engineering fee.A-1JACKSON 47 EL CAMINO REAL PORT ST LUCIE FL 34952TP----03/24/21WIND SPEED AND EXPOSURE HAVEBEEN DETERMINED USING THE ADVANCEDTECHNOLOGY COUNCIL'S WEBSITEAND GOOGLE EARTH. TYPICAL WOOD FRAME WALL @ DOOR SECTIONSCALE: NTSTOP PLATEDOUBLE 2X3 - 16d x 5 EACH SIDE INEACH HEADERBOTTOM PLATESINGLE 2X PTSIMPSON STRONG TIELTT20BSIMPSON STRONG TIELTT20BH 2.5 AT ALL STUDSH 2.5 AT ALL STUDSH 2.5 AT ALL STUDS1'-9 3/4"(2) 2x8 HEADER(2) LSTA24 EA END1 5/8"(2) - 2X4PT STUDS MIN.EACH SIDE OF OPENING2X4PT STUDS @ 16" O.C.(2) - 2X4PT STUDS MIN.EACH SIDE OF OPENING16d @ 24" O.C.STAGGERED2X4 HORIZONTALBLOCKING ATSHEATHING SPLICE(2) 16d TOE NAILSEACH ENDA-AA-216d NAILS @ 10" O.C.AT CORNER STUDS& 16d NAILS @ 6" O.C.TO HOST72" MAXTYPICAL WOOD FRAME WALL SECTIONSCALE: NTS8"NEWCONCRETE3" COMPOSITEROOF1/4" DIA. x 5 7/8" LAGSCREWS W/ 1 1/2" DIA.NEOPRENE FACEDWASHER @ 8" O.C.(2) 2x8 HEADERNOTES FOR ALL FOUNDATION TYPES:1.THE FOUNDATIONS SHOWN AREBASED ON A MIN SOIL BEARINGPRESSURE OF 1,500 PSFBEARING CAPACITY OF SOILSHALL BE VERIFIED BY LICENSEDCONTRACTOR PRIOR TOPOURING CONCRETE.2.THE SLAB/FOUNDATION AREASHALL BE CLEARED OF DEBRISAND ROOTS AND SHALL BECOMPACTED PRIOR TOPLACEMENT OF CONCRETE.3.CONCRETE SHALL BE PERSPECIFICATIONS IN THE DESIGNSUMMARY.2X4PT STUD@ 16" O.C.(1) 2" x 4" PT BOTTOM PLATEW/ 3/8" x 4" DIA. SCREWANCHOR @ 2' O.C.GRADE(2) 2X4 TOP PLATENOTES FOR WALL SHEATHING:1.1/2" APA RATED SHEATHINGCONTINUOUS FROM BOTTOM OFBOTTOM PLATE TO TOP OF TOPPLATE. SHEATHING IS PART OFLOAD PATH TO GROUND.2.IF SHEATHING HAS HORIZONTALBREAK, IT CANNOT BE USED ASPART OF LOAD PATH - USEH2.5AT BOTTOM AND H.2 AT TOPOF EACH STUD.VINYL SIDING ON TY-VEXVAPOR BARRIER PAPER ORHOUSE WRAP ON 1/2" APARATED SHEATHING 2X4S.Y.P. @ 16" O.C.NAIL PATTERN:8d 4" O.C. @ EDGES8d 6" O.C. INFILL12" OVERHANG MAX.S-1A-2COMPOSITE ROOF TO POST CONNECTIONSCALE: NTS3" COMPOSITEROOF PANEL2" x 8" SMBSA-2(5) 1/4" x 4" LAGS W/1 1/4" DIA. NEOPRENEFACED WASHER PERPANELDOUBLE2X4PTBEAM TO HOST STRUCTURE ATTACHMENT DETAILSCALE: NTSS-1A-22" x 8" SMB1 1/2" x 2 1/8" x 1 1/2" x 8" x 0.125"ALUM RECEIVING CHANNELW/ (6) #14 x 3/4" SMS EACHSIDE INTO BEAM(6) 1/4" DIA. x 3" LAG SCREWSINTO WALL STAGGEREDTYPE II FOOTINGSCALE: NTS8"8"TYPE IIMODERATE SLOPE FTG2:12 - 3:12NOTES FOR ALL FOUNDATION TYPES:1.THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSUREOF 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 EXTERIOR NON-HABITABLECONCRETE FLAT WORK.GRADE#5 CONT 31" OVERLAPAT JOINTS ON 3" CHAIRSAA-2COPYRIGHTCNOT 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.A-2-JACKSON 47 EL CAMINO REAL PORT ST LUCIE FL 34952TP03/24/21---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