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Home My WebLink AboutMiller esCOPYRIGHTCNOT 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: A Quality ConstructionDESIGN CRITERIA:Applicable Codes, Regulations, and Standards1.The 6th Edition (2017) 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 7-10.Loading Criteria1.Live Load: 10 PSF per 6th Edition (2017) Florida Building Code,Appendix I Section 105.12.Dead Load: 2 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 DesignWind Speed: 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: CategoryType 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-R4.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. Thefoundations are based 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 6th Edition (2017) 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 Aluminum Engineering,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 Grade 2 orbetter zinc plated to ASTM B633, or coated stainless steel series "300", oruncoated stainless 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”from ends 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 enclosurescope or not, by one or more regulatory agency, the following specificationsare 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 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 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 liability not toexceed design and engineering fee.A-1MILLER 5675 SUNBERRY CIRCLE FT PIERCE, FLTP ----08/21/20 1/4" x 2 1/4" CONCRETESCREW ANCHOR 3" FROMUPRIGHT & @ 24" O.C.(MIN 1 1/4" EMBEDMENT)CONTINUOUS1" x 3" OPEN BACK(4) #10 x 2" SMS INTOSCREW BOSSOF UPRIGHT2" x UPRIGHT(SEE PLAN)SLAB / FOOTINGSEE PLAN3"UPRIGHT TO CONCRETE DETAILSCALE:NTSBA-23"UPRIGHT TO CONCRETE @ PRE-HUNGDOOR LOCATION DETAILSCALE: NTSDJ-1A-21/4" x 2 1/4" CONCRETESCREW ANCHOR 3" FROMUPRIGHT & @ 24" O.C.(MIN 1 1/4" EMBEDMENT)CONTINUOUS1" x 3" OPEN BACK(2) #10 x 2" SMS INTOSCREW BOSSOF UPRIGHT2" x UPRIGHT(SEE PLAN)SLAB / FOOTINGSEE PLAN3"UPRIGHTPRE-HUNGDOOR JAMB1X3 TO HOST STRUCTURE DETAILSCALE: NTSC-1A-2WOOD:#10 x 3" WOOD SCREWS, 3"FROM GIRT & @ 12" O.C.CONC:1/4" DIA. x 3" CONCRETESCREW ANCHOR, 3"FROM GIRT & @ 24" O.C.(4) #10 x 1 1/2" INTOSCREW BOSSCHAIR RAIL MEMBER1" x 3"CHAIR RAIL TO UPRIGHT DETAILSCALE: NTSCA-2UPRIGHTCHAIR RAIL MEMBER(4) #10 x 1 1/2" SMS INTOSCREW BOSSES OF CHAIRRAIL AND BLIND SCREWEDINTO SCREW BOSS OFUPRIGHTKICK 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"CORNER POST TO CONCRETE DETAILSCALE: NTSCP-1A-21/4" x 2 1/4" CONCRETESCREW ANCHOR 6" FROMUPRIGHT & @ 24" O.C.MIN 1 1/4" EMBEDMENTCONTINUOUS1" x 3" OPEN BACK(4) #10 x 2" SMS INTOSCREW BOSSOF UPRIGHTEACH UPRIGHTSLAB / FOOTINGSEE PLAN3"DOUBLE 2" x UPRIGHTCORNER POST(SEE PLAN)2"2"FRONT VIEWDOUBLE 2" x UPRIGHTCORNER POST(SEE PLAN)SIDE VIEW1" x 3" O.B. FASTENED TO CORNERPOST W/ #12 x 1 1/2" SMS AT 3" FROMTOP & BOTTOM RAILS. TYPICALLY @24" O.C.(2) #10 x 1 1/2" SMSTHRU SCREW BOSSES3"SLAB / FOOTINGSEE PLAN(2) #10 x 4" SMSTHRU SCREW BOSSESALUMINUM 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 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 LICENSE: CA LIC. NO. 32807 FLORIDA ALUMINUM ENGINEERING, INC.A-2-MILLER 5675 SUNBERRY CIRCLE FT PIERCE, FLTP08/21/20---NOTE:CONTRACTOR TO VERIFY ALL HIDDENFASTENERS HAVE BEEN INSTALLED PERTHE ATTACHED DETAILS AND PERMANUFACTURER'S SPECIFICATIONS. BEAM TO HOST STRUCTURE ATTACHMENT DETAILSCALE: NTSS-2A-3(2) #10 x 2" SMS INTOSCREW BOSSOF END BEAM2" x 3" x 0.045"FLAT END BEAM1" x 3" O.B. FASTENED TO HOST W/WOOD:1/4" DIA. x 3" LAG SCREWS, 3"FROM GIRT & @ 12" O.C.CONC:1/4" DIA. x 3" CONCRETESCREW ANCHOR, 3"FROM GIRT & @ 24" O.C.EXISTINGHOST WALL3"2 X 3 TOP RAIL CONNECTION TO 2 X 3 UPRIGHTSCALE:NTS2" x 3" FLAT TOP RAIL - NOANGLE REQUIRED UNLESSSPLICED OR CORNER -ATTACH w/ (4) #10 x 4" LG2" x 3" PBUPRIGHT#14 x 4" SMS W/1 1/2" DIA. NEOPRENEFACED WASHER @ 6" O.C.SA-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" COMPOSITEPANEL2" x 3"FLATEND BEAMTOP RAIL W/(4) #10 x 4" SMSINTO POSTFRONT WALLEND WALL(2) 1/4" DIA. x 3"LAG SCREWS@ 6" 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-3TYPE 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-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 LICENSE: CA LIC. NO. 32807 FLORIDA ALUMINUM ENGINEERING, INC.A-3-MILLER 5675 SUNBERRY CIRCLE FT PIERCE, FLTP08/21/20---