The URL can be used to link to this page

Home My WebLink AboutAPPROVED Garren 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.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.5601 MARINER STREET SUITE 240 TAMPA FL. 33609 TEL: (813) 374-2403 FAX: (813) 374-4516 FLORIDA BUSINESS REGISTRY LICENSE NO. 32807 CONTRACTOR: South Florida Aluminum Products, Inc.DESIGN CRITERIA:WIND SPEED AND EXPOSURE HAVEBEEN DETERMINED USING THE ADVANCEDTECHNOLOGY COUNCIL'S WEBSITEAND GOOGLE EARTH.Applicable Codes, Regulations, and Standards1.The 7th Edition (2020) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20Aluminum, and Chapter 23 Wood.2.AA ASM 35 and AA ADM1 Specifications for Aluminum Structures, Part 1-A of the AluminumDesign Manual prepared by The Aluminum Association. and the AAF Guide to AluminumConstruction in High Wind Areas.3.ASCE 7-16.Loading Criteria1.Deck Live Load: 40 PSF2.Deck Dead Load: 10 PSF3.Roof Live Load: 10 PSF per 7th Edition (2020) Florida Building Code, Appendix I Section 105.14.Roof Dead Load: 1 PSF5.Wind Load:5.1.Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1.5.2.Ultimate Design Wind Speed: VULT = 150 MPH, Nominal Design Wind Speed: VASD = 116 MPH5.3.Exposure Category, Section 1609.4.3: Exposure C5.4.Screen Enclosure Section 2002.46.Building Category for Aluminum Structures, Section 2002.6: Category Type 2 - Wood Deck w/Glass 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 ProductApproval Number FL 7561-R5.Foundation DesignNew Wood Deck on existing concrete - see sheet A-1 for information. No additional concretefooting or slab is required to resist the loads imposed upon the existing slab by the proposedconstruction if the existing slab is a minimum of 4” thick and in sound condition, free fromstructural 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 any otherapplicable local codes and regulations.2.Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturersubstitution is acceptable without the specific written, signed and sealed authorization of FloridaAluminum Engineering, Inc.3.Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTMB633, or coated stainless steel series "300", or uncoated 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” centerto 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 ormore 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 added afterbatching is not permitted.d.Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts1, 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 compliance with theFBC.g.Concrete shall be placed over a polyethylene vapor barrier.h.All aluminum components embedded within concrete shall be coated with a bituminous paintor epoxy.8.All lumber and plywood shall have grade marks and treatment identification and Shall conform to thefollowing:a.Framing lumber shall be minimum no. 2 southern yellow pine and have a maximum moisturecontent of 15%.b.Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as recommendedfor the use condition. Pressure treated lumber shall be impregnated with a cca salt treatment inaccordance with f.s. tt-w-571 and bear the American Wood Preservatives Institute qualitymark 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, 10mil polyethylene sheet or equivalent material.9.Contractor shall provide Florida Product Approval information as to the exact window being utilizedfor this project, including manufacturers specifications, and installation methods for anchoring thesubmitted windows to aluminum members and specific sizes as indicated on A-1. Aluminum memberthickness to be increased as required by the Florida Product Approvals for anchorage of products.10.Contractor shall provide any additional backing (aluminum, wood etc..) and anchors as required bythe window manufacturers recommended procedures.11.All glass panels within 24" of a door opening shall be of tempered glass per FBC-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 design andengineering fee.A-1GARREN 5500 ST LUCIE BLVD LOT C-7 FORT PIERCE FL 34946TP----01/24/22 WOOD POST TO CONCRETE CONNECTION DETAILSCALE: NTSDA-2EXISTINGCONCRETEPRESERVATIVE TREATED4 x 4 WOOD POSTSIMPSON BC60 POSTBASE W/ (2) 3/8" x 3"CONCRETE ANCHORS.SEE MANUF. SPECSFOR FASTENERS INTO POSTRIM JOIST TO INTERMEDIATE BEAM DETAILSCALE: NTSPRESERVATIVE TREATED4 x 4 WOOD POST BEYONDW/ SIMPSON STRONG TIEBC4(2) 2X6 PT WOODRIM JOIST W/(5) 16D NAILS5/4" x 6" PT DECK BOARD W/#10 x 2" DECK SCREWS @ 12" O.C.2X6PT WOOD JOISTAT 16" O.C.D-2A-2RIM BEAM TO POST & JOISTS DETAILSCALE: NTSD-1A-25/4" x 6" PT DECK BOARD W/#10 x 2" DECK SCREWS @ 12" O.C.PRESERVATIVE TREATED4 x 4 WOOD POSTSIMPSON STRONG TIELUS-26Z2X6 WOOD JOIST@ 16" O.C.(2) 2X8PT WOODGIRDER W/ (2) ROWSOF 16D NAILS AT 12" O.C.SIMPSON STRONG TIEBCS2-2/4ZCOPYRIGHTCNOT 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 BUSINESS REGISTRY LICENSE NO. 32807 FLORIDA ALUMINUM ENGINEERING, INC. A-2-GARREN 5500 ST LUCIE BLVD LOT C-7 FORT PIERCE FL 34946TP01/24/22--- 1/8" x 2" x 2" EXTRUDEDANGLE 5052 H-32 ALLOYW/ (4) #14 x 3/4" SMSINTO DJ3/8" DIA. LAG SCREW xLENGTH AS REQUIREDFOR 6" EMBED LAGSCREW INTO WOOD DECKFRONT VIEWSIDE VIEW1" x 3" RECEIVING CHANNELANCHORED TO DECK WITH1/4" LAG SCREW ANCHOR(MIN. 2 1/4" EMBED)6" MAX EACH SIDE OF POSTAND 24" O.C. MAXWOODDECKFRAMING6"WOOD GIRDERFASTENERS MUST ENGAGESOLID WOOD GIRDERPROVIDE FULL DEPTHINTERMEDIATE BLOCKINGBETWEEN JOISTS AS REQUIREDTO FULLY ENGAGE FASTENERSUPRIGHT1 1/2" x 3" x 1 1/2" x 0.062"CHANNEL W/ (2) #12 x 3/4"TOP AND BOTTOMUPRIGHTPRE-HUNGDOOR JAMBUPRIGHT TO WOOD DECK @ PRE-HUNGDOOR LOCATION DETAILSCALE: NTSDJ-1A-33" x UPRIGHT(SEE PLAN)CHAIR RAIL MEMBEROPTION 1:2" x 2" x 1/8" ALUM ANGLEW/ (4) #12 x 5/8" EACH SIDEOPTION 2:0.040" x 1 1/2" x 2 1/8" x 1 1/2"INTERNAL OR EXTERNALALUM RECEIVING CHANNELW/ (3) #12 x 3/4" INTOGIRT EACH FACE & (3)#12 x 3/4" INTO UPRIGHTCHAIR RAIL TO UPRIGHT DETAILSCALE:NTSCA-33" x 3"POSTINTERNAL/EXTERNAL3" x 3" x 1/8" EXTRUDEDPOST BASE W/ (2) 3/8"DIA. THRU BOLTS(2) 3/8" DIA.LAG SCREWS(6" EMBED)3" x 3" POST TO WOOD DECK CONNECTION DETAILSCALE: NTS1" x 3" ALUM RECEIVING CHANNELW/ 1/4" DIA. LAG SCREWS 6"FROM UPRIGHT & @24" O.C. (MIN. 3" EMBED.)BA-3WOOD GIRDERFASTENERS MUST ENGAGESOLID WOOD GIRDERPROVIDE FULL DEPTHINTERMEDIATE BLOCKINGBETWEEN JOISTS AS REQUIREDTO FULLY ENGAGE FASTENERS3" x 3" x 0.125"POSTSA-3COMPOSITE ROOF TO BEAM TO POST CONNECTIONSCALE: NTSFASTEN ROOF PANEL TOBEAM W/ #14 x 4"W/ 1 1/2" DIA. NEOPRENEFACED WASHER @ 6" O.C.3" COMPOSITEROOF PANEL3" x 3" x 0.125"EDGE/END BEAM0.125" x 1 1/8" x 3" x 1 1/8"INTERNAL ALUM RECEIVINGCHANNEL W/ (6) #12 x 3/4" INTOUPRIGHT & (3) #12 x 3/4" INTOTOP & BOTTOM OF BEAMEACH SIDE OF UPRIGHTNOTE:#14 SMS x 1" MIN. LONGERTHAN PANEL W/ 1 1/2" DIA.NEOPRENE FACED WASHER@ 12" O.C. ALONG LENGTHOF ALL END BEAMSEXISTINGBUILDINGS-1A-3COMPOSITE ROOF TO POST @ 4TH WALL DETAILSCALE: NTSFLASHINGBY OTHERS3" x 3" x 0.093"POST2" x 7" SMB(3) 3/8" DIA.THRU BOLTS#14 x 4" SMS W/1 1/2" DIA. NEOPRENEFACED WASHER @ 6" O.C.3" COMPOSITEROOF PANELCOPYRIGHTCNOT 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 BUSINESS REGISTRY LICENSE 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-3-GARREN 5500 ST LUCIE BLVD LOT C-7 FORT PIERCE FL 34946TP01/24/22--- 3" x 3" x 0.125"POSTS-5A-4COMPOSITE ROOF TO BEAM TO POST CONNECTIONSCALE: NTSFASTEN ROOF PANEL TOBEAM W/ #14 x 4"W/ 1 1/2" DIA. NEOPRENEFACED WASHER @ 6" O.C.3" COMPOSITEROOF PANEL3" x 3" x 0.125"EDGE BEAM0.125" x 1 1/8" x 3" x 1 1/8"INTERNAL ALUM RECEIVINGCHANNEL W/ (6) #12 x 3/4" INTOUPRIGHT & (3) #12 x 3/4" INTOTOP & BOTTOM OF BEAMEACH SIDE OF UPRIGHTNOTE:#14 SMS x 1" MIN. LONGERTHAN PANEL W/ 1 1/2" DIA.NEOPRENE FACED WASHER@ 12" O.C. ALONG LENGTHOF ALL END BEAMS1 1/8" x 2" x 1 1/8" x 7" x 0.125"ALUM RECEIVING CHANNELW/ (4) #14 x 3/4" SMS INTOEACH SIDE OF BEAM & (4)#14 x 3/4" SMS INTOCORNER POST2" x 5" SMBEDGE BEAMEXISTINGBUILDINGS-2A-4COMP. ROOF TO CORNER POST @ 4TH WALL DETAILSCALE: NTSFLASHINGBY OTHERS3" 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 3 1/2" x 1 1/8" x 0.125"ALUM RECEIVING CHANNELW/ (3) #12 x 3/4" SMS EACHSIDE OF BEAM & (2) 3/8" DIA.THRU BOLTS INTO THE POST3" x 3" x 0.125"END BEAM3/8" DIA. THRU BOLT(3 TOTAL)#14 SMS x 1" MIN. LONGERTHAN PANEL W/ 1 1/2" DIA.NEOPRENE FACED WASHER@ 12" O.C. ALONG LENGTHOF ALL END BEAMS2" x 5" SMB3" x 3" x 0.093"POST3" x 0.062" ALUMRECEIVING CHANNELW/ #10 x 3/4" TOP ANDBOTTOM AS END CAP1 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 POST2" x 3" x 0.050"END BEAM#14 x 4" SMS W/1 1/2" DIA. NEOPRENEFACED WASHER @ 6" O.C.#14 SMS x 1" MIN. LONGERTHAN PANEL W/ 1 1/2" DIA.NEOPRENE FACED WASHER@ 12" O.C. ALONG LENGTHOF ALL END BEAMS3" COMPOSITEROOF PANELCOMPOSITE ROOF TO POST @ CORNER CONNECTIONSCALE: NTSS-3A-4(3) 3/8" DIA.THRU BOLTSWALL ASSEMBLY & CONSTRUCTION DETAILSCALE: NTS2" x 3" x 0.050"HOLLOW @ 16" O.C.1/4" DIA. x 6" LAGSCREWS @ 12" O.C.1 1/2" x 3" x 1 1/2" x 0.125"CHANNEL W/ (2) #12 x 3/4"EACH SIDE & #12 x 3/4" SMS@ 12" O.C. INTO END BEAMINFILTRATION BARRIEROVER 1/2" PLYWOOD FASTEN@ PANEL EDGES W/ #10 x1" @ 6" O.C. & @ 12" O.C. @INTERMEDIATE SUPPORTSVINYL SIDINGINSTALL PERMANUFACTURER'SSPECIFICATIONSINFILTRATION BARRIEROVER 1/2" PLYWOOD FASTEN@ PANEL EDGES W/ #10 x1" @ 6" O.C. & @ 12" O.C. @INTERMEDIATE SUPPORTSS-7A-43" x 3 x 0.125"END BEAM1 1/2" x 3" x 1 1/2" x 0.125"CHANNEL W/ (2) #12 x 3/4"EACH SIDE#14 SMS x 1" MIN. LONGERTHAN PANEL W/ 1 1/2" DIA.NEOPRENE FACED WASHER@ 12" O.C. ALONG LENGTHOF ALL END BEAMSEXISTINGBUILDINGS-4A-4COMP. ROOF TO CORNER POST @ 4TH WALL DETAILSCALE: NTSFLASHINGBY OTHERS3" x 3" x 0.093" POST2" x 5" SMB#14 x 4" SMS W/1 1/2" DIA. NEOPRENEFACED WASHER @ 6" O.C.3" COMPOSITEROOF PANEL1 1/8" x 2 1/2" x 1 1/8" x 0.125"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 BEAM3/8" DIA. THRU BOLT(3 TOTAL)#14 SMS x 1" MIN. LONGERTHAN PANEL W/ 1 1/2" DIA.NEOPRENE FACED WASHER@ 12" O.C. ALONG LENGTHOF ALL END BEAMSS-6A-4COMPOSITE ROOF TO BEAM TO POST CONNECTIONSCALE: NTSFASTEN ROOF PANEL TOBEAM W/ #14 x 4"W/ 1 1/2" DIA. NEOPRENEFACED WASHER @ 6" O.C.3" COMPOSITEROOF PANELNOTE:#14 SMS x 1" MIN. LONGERTHAN PANEL W/ 1 1/2" DIA.NEOPRENE FACED WASHER@ 12" O.C. ALONG LENGTHOF ALL END BEAMS1 1/8" x 2" x 1 1/8" x 5" x 0.125"ALUM RECEIVING CHANNELW/ (4) #14 x 3/4" SMS INTOEACH SIDE OF BEAM & (4)#14 x 3/4" SMS INTOCORNER POST2" x 5" SMB4TH WALLEDGE BEAM1 1/8" x 2" x 1 1/8" x 7" x 0.125"ALUM RECEIVING CHANNELW/ (6) #14 x 3/4" SMS INTOEACH SIDE OF BEAM & (6)#14 x 3/4" SMS INTOCORNER POST3" x 3" x 0.125"POST2" x 7" SMB4TH WALLEDGE BEAMCOPYRIGHTCNOT 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 BUSINESS REGISTRY LICENSE NO. 32807 FLORIDA ALUMINUM ENGINEERING, INC. A-4-GARREN 5500 ST LUCIE BLVD LOT C-7 FORT PIERCE FL 34946TP01/24/22---