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Home My WebLink AboutEsealCOPYRIGHTCNOT 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: Cooke Construction, Inc.DESIGN CRITERIA:Applicable Codes, Regulations, and Standards1.The 6th Edition (2017) 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-A of theAluminum Design Manual prepared by The Aluminum Association. and the AAFGuide to Aluminum Construction in High Wind Areas.3.ASCE 7-10.Loading Criteria1.Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix ISection 105.12.Dead Load: 2 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 Wind 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: Category Type 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 DesignExisting concrete. No additional concrete footing or slab is required to resist theloads imposed upon the existing slab by the proposed construction if the existingslab is a minimum of 4” thick and in sound condition, free from structuralcracking, spalling, or other deterioration.SpecificationsThe following specifications are applicable to this project:1.All work shall be in accordance with the 6th Edition (2017) Florida Building Code,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.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 stainlesssteel 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 endsand 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 enclosure scope ornot, 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”. Wateradded after batching is not permitted.d.Prepare and place concrete per American Concrete Institute Manual ofStandard Practice, 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 incompliance with 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 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 to exceeddesign and engineering fee.A-1ROWE 5905 SEAGRAPE DRIVE FORT PIERCE FL 34982TP----11/09/20 CORNER POST TO CONCRETE DETAILSCALE: NTSCORNER POSTSLAB / FOOTINGSEE PLANCORNER POST W/ 1" x 2" @BACKSIDEFRONT VIEWSIDE VIEW2"1" x 2" BASE PLATEANCHORED TO CONC W/ 1/4"CONCRETE SCREW ANCHOR(MIN. 1 1/4" EMBED)6" MAX EACH SIDE OF POSTAND 24" O.C. MAX3/8" x LENGTH AS REQUIREDFOR 2 1/4" EMBED CONCRETESCREW ANCHOR INTOCONCRETE1/8" x 2" x 2" EXTRUDEDANGLE 5052 H-32 ALLOYW/ (4) #14 x 3/4" SMSINTO POST1" 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.CONCRETE SCREW ANCHOR INTOCONCRETE6"2 1/4" MIN CONCANCHOR EMBEDMENT6"(2) #10 x 1 1/2" SMSTHRU SCREW BOSSESCP-1A-21X2 TO HOST STRUCTURE DETAILSCALE: NTSWOOD:#10 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-2SNAP OR SELF-MATING BEAMONLYCHAIR RAIL MEMBER2 1/2" x 1/8" x (GIRT OR PURLINWIDTH + 1/2" x BEAM DEPTHOR UPRIGHT DEPTH -1/2")ALUM BACKING PLATE6063-T6 ALUMNINUM(4) #10 x 1 1/2" SMS INTOSCREW BOSSESCHAIR RAIL TO UPRIGHT DETAILSCALE:NTSCA-21/8" x 2" x 2" EXTRUDEDANGLE 5052 H-32 ALLOYW/ (4) #14 x 3/4" SMSINTO DJUPRIGHT(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 2" 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 JAMBALUMINUM 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-ROWE 5905 SEAGRAPE DRIVE FORT PIERCE FL 34982TP11/09/20--- EXISTING HOST WALLBEAM TO HOST STRUCTURE ATTACHMENT DETAILSCALE: NTS2" x 3" 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" DIA. x 3" QUICKSETANCHORS INTO WALLWOOD:(2) 1/4" DIA. x 3" LAG SCREWSINTO WALLS-2A-3SA-3COMPOSITE ROOF TO POST CONNECTIONSCALE: NTS3" COMPOSITE PANELW/ #14 x 4" SMS W/1 1/2" DIA. NEOPRENEFACED WASHER @ 6" O.C.2" xHEADER BEAMSNAP ORSELF-MATINGBEAM ONLY(4) #10 x 2" EACH SIDEINTO SCREW BOSSNOTE:#14 SMS x 1" MIN. LONGER THANPANEL W/ 1 1/2" DIA. NEOPRENEFACED WASHER @ 12" O.C. ALONGLENGTH OF ALL END BEAMS(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-3COPYRIGHTCNOT 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-ROWE 5905 SEAGRAPE DRIVE FORT PIERCE FL 34982TP11/09/20---