The URL can be used to link to this page

Home My WebLink AboutAPPROVED Competiello 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 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.5601 MARINER STREET SUITE 240 TAMPA FL. 33609 TEL: (813) 374-2403 FAX: (813) 374-4516 FLORIDA BUSINESS REGISTRY LICENSE NO. 32807 CONTRACTOR: Master Craft Aluminum ProductsDESIGN 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 Specifications for Aluminum Structures, Part 1-A of the AluminumDesign Manual prepared by The Aluminum Association, Inc. Washington, D.C., and theGuide to Aluminum Construction in high wind areas.3.ASCE 7-16.Loading Criteria1.Live Load: N/A2.Dead Load: N/A3.Wind Load:3.1.Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 2.3.2.Ultimate Design Wind Speed: VULT = 160 MPH, Nominal Design Wind Speed: VASD =116 MPH, per St Lucie County Building Department.3.3.Exposure Category, Section 1609.4.3: Exposure B4.Building Category for Aluminum Structures, Section 2002.6: Category Type 2 - GlassRoom: Non-Habitable, UnconditionedRoof Type1.Roof Type: N/A2.Roof Material: N/AFoundation DesignExisting concrete. No additional concrete footing or slab is required to resist the loadsimposed by the proposed construction if the existing slab is a minimum 4" thick with an8” x 8" thickened slab edge 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 Building Code, and anyother 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 zinc platedto ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series"400".4.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.5.Approved concrete screw anchors to be Simpson Titen-HD or equivalent.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, byone 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 sizes asindicated on A-1.10.Contractor shall provide any additional backing (aluminum, wood etc..) and anchors asrequired 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-1COMPETIELLO 5 NOGALES WAY PORT ST LUCIE FL 34952TP----07/06/21 UPRIGHTCHAIR RAIL MEMBER2" x 2" x 1/8" ANGLE W/(4) #10 x 5/8" EACH SIDECHAIR RAIL TO UPRIGHT DETAILSCALE:NTSCA-22X3 TO HEADER DETAILSCALE: NTSCONC. HEADER:1/4" x 4" CONCRETESCREW ANCHOR @ 24" O.C.WOOD HEADER:#10 x 4" WOOD SCREWS@ 12" O.C.EXISTINGHEADEREXISTING HOST2" x 3" HOLLOWSECTION2" x 3" HOLLOWSECTIONWOOD:#10 x 4" WOOD SCREWS@ 12" O.C.CONC:1/4" DIA x 4" CONCRETESCREW ANCHOR @ 24" O.C.B-1A-2EXISTINGHEADERPOST TO HEADER DETAILSCALE: NTSUPRIGHT2" x 2" x 0.125" ALUM ANGLE W/(4) #14 x 3/4" SMS INTO UPRIGHT2" x 3" HOLLOWSECTIONWOOD HEADER:(1) 3/8" x 3" LAG SCREW INTO HEADERCONCRETE HEADER:(1) 3/8" DIA. x 3" CONCRETE SCREWANCHOR INTO HEADER2" x 3" W/ #10 x 3" SMS - 6"MAX EACH SIDE OF POSTAND 24" O.C. MAXB-2A-22" x 2" x 3" x 1/8" ALUM ANGLEEACH SIDE OF UPRIGHTW/ 3/8" DIA. x 3" CONCRETEANCHORS ON EACH SIDE &(4) #14 x 3/4" SMS SCREWS INTOUPRIGHT3" x 3" POST TO DECK CONNECTION DETAILSSCALE: NTSBA-23" x 3" x 0.070"POST1" x 3" RC W/ 1/4" CONCRETESCREW ANCHOR 6" FROMUPRIGHT & AT 24" O.C.(MIN. 2 3/4" EMBED.)2X3 TO HOST STRUCTURE DETAILSCALE: NTSWOOD:#10 x 3" WOOD SCREWS, 6"FROM GIRT & @ 12" O.C.CONC:1/4" x 2 3/4" CONCRETESCREW ANCHORS, 6"FROM GIRT & @ 24" O.C.2" x 2" OR 2" X 3" HOLLOWSECTION GIRT2" x 3"C-1A-22" x 2" x 1/8" 3" LONG ANGLEW/ (3) #14 x 3/4" EACHFLANGECOPYRIGHTCNOT 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 FLORIDA ALUMINUM ENGINEERING, INC. 5601 MARINER STREET SUITE 240 TAMPA FL. 33609 TEL: (813) 374-2403 FAX: (813) 374-4516 FLORIDA BUSINESS REGISTRY LICENSE NO. 32807 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 EQUIVALENTA-2-COMPETIELLO 5 NOGALES WAY PORT ST LUCIE FL 34952TP07/06/21--- 1/8" x 2" x 2" EXTRUDEDANGLE 5032 H-32 ALLOYW/ (3) #12 x 3/4" SMSINTO DJ(1) 3/8" DIA. CONCRETESCREW ANCHORS(2 1/4" CONC. EMBED)6"FRONT VIEWSIDE VIEW2 1/4" MIN CONCANCHOR EMBEDMENT1" x 3" RECEIVING CHANNELANCHORED TO CONC W/ 1/4"CONCRETE SCREW ANCHOR(MIN. 1 1/4" EMBED)6" MAX EACH SIDE OF POSTAND 24" O.C. MAXSLAB / FOOTINGSEE PLAN1" x 3" RECEIVINGCHANNELUPRIGHT TO CONCRETE @ PRE-HUNGDOOR LOCATION DETAILSCALE: NTSUPRIGHTPRE-HUNGDOOR JAMBDJ-1A-32" x 3" P.B. ALUM WALLSTUDS @ 16" O.C.1" x 3" ALUM RECEIVINGCHANNEL W/ (1) #14 x 3/4"SMS EACH SIDEEXISTING CONCRETE8" 2" x 3" OR LARGER UPRIGHT TO DECK DETAILSSCALE: NTSGRADE1/2" CDX OVER TY-VEX AND7/8" STUCCO FINISH OVERPAPER BACKED WIRE LATHWITH LATH SCREWS2" x 3"/ 1" x 3" RCFASTEN PLYWOOD SHEATHINGW/ #12 x 1" SMS @ 6" O.C. ATPERIMETER AND INTERIORSUPPORTS1" x 3" RECEIVING CHANNELANCHORED TO CONC W/ 1/4"DIA. CONCRETE SCREWANCHOR (MIN. 1 1/4" EMBED)2" MAX EACH SIDE OF 2" x 3"ALUM WALL STUDSC-2A-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 FLORIDA ALUMINUM ENGINEERING, INC. 5601 MARINER STREET SUITE 240 TAMPA FL. 33609 TEL: (813) 374-2403 FAX: (813) 374-4516 FLORIDA BUSINESS REGISTRY LICENSE NO. 32807A-3-COMPETIELLO 5 NOGALES WAY PORT ST LUCIE FL 34952TP07/06/21---