HomeMy WebLinkAboutAPPROVED 3513 Red Tail Hawk Dr - Lot 7207 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.
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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 240TAMPA FL. 33609
TEL: (813) 374-2403FAX: (813) 374-4516
FLORIDA BUSINESS REGISTRY LICENSE NO. 32807 CONTRACTOR: B.A.C.H. LAND DEVELOPMENT, LLC.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 16Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood.2.AA ASM 35 and AA ADM1 Specifications for Aluminum Structures,Part 1-A of the Aluminum Design Manual prepared by The AluminumAssociation. and the AAF Guide to Aluminum Construction in HighWind Areas.3.ASCE 7-16.Loading Criteria1.Live Load: 10 PSF per 7th Edition (2020) Florida Building Code,Appendix I Section 105.12.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, NominalDesign Wind Speed: VASD = 116 MPH.3.3.Exposure Category, Section 1609.4.3: Exposure C3.4.Screen Enclosure Section 2002.44.4.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-R5.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.The foundations are based on a minimum soil bearing pressure of1,500 psf.SpecificationsThe following specifications are applicable to this project:1.All work shall be in accordance with the 7th Edition (2020) 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 AluminumEngineering, 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 Grade2 or better zinc plated to ASTM B633, or coated stainless steel series"300", or uncoated stainless steel series "400".5.Approved concrete screw anchors to be Simpson Titen-HD orequivalent.6.All Self Mating Beam Sections are to be stitched with either #14screws 6” from ends and 24” center to center or #12 screws 6" fromends and 12" center to center.7.Where concrete specifications are required, whether in the screenenclosure scope or not, by one or more regulatory agency, thefollowing specifications are 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 morethan 5”. Water added after batching is not permitted.d.Prepare and place concrete per American Concrete InstituteManual of Standard Practice, Parts 1, 2, and 3 including hotweather recommendations.e.Moist cure or polyethylene curing permitted.f.Prior to placing concrete, treat the entire subsurface area fortermites in 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 liabilitynot to exceed design and engineering fee.A-1ASAVANNAH CLUB
3513 RED TAIL HAWK DRIVE
LOT 7207
PORT ST LUCIE
FL 34952TP----12/17/21
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
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 CONTRACTOR: B.A.C.H. LAND DEVELOPMENT, LLC.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, Chapter20 Aluminum, 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 7-16.4.Internal Pressure Coefficient: = +/- 0.18 EnclosedLoading Criteria1.Dead Load (Garage): 7 PSF2.Live Load (Garage): 20 PSF3.Wind Load (Garage):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 = 116MPH3.3.Exposure Category, Section 1609.4.3: Exposure C3.4.Screen Enclosure Section 2002.44.Building Category for Aluminum Structures, Section 2002.6: Category Type 1 - Garage:Non-Habitable, UnconditionedPrivate Garage Roof Type1.Roof Type: Gable2.Roof Material: 3” x 48” x 0.024” Elite 2000 Composite Panel, 1.0 # density foam, FloridaProduct Approval Number FL 7561-R5.Foundation DesignNew Type II 4” Monolithic Concrete Slab - 12” x 18” w/(2) #5 Cont. 31” overlap at joints on 3”chairs and poured w/ 2,500 PSI concrete. The foundations are based on a minimum soilbearing pressure of 1,500 psf.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 toASTM B633, 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”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 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,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 compliance per theFRBC 318.g.Concrete shall be placed over a polyethylene vapor barrier.h.All aluminum components embedded within concrete shall be coated with a bituminouspaint or epoxy.8.All lumber and plywood shall have grade marks and treatment identification and Shall conform tothe following:a.Framing lumber shall be minimum no. 2 Douglas Fir-Larch (DF) and have a maximummoisture content of 15%, unless noted otherwise - refer to detail C-C/A-5.b.Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, asrecommended for the use condition. Pressure treated lumber shall be impregnated with acca salt treatment in accordance with f.s. tt-w-571 and bear the American WoodPreservatives 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# feltpaper, 10 mil polyethylene sheet or equivalent material.e.Section R317.3.1 Fasteners for preservative-treated wood - Fasteners, including nuts andwashers, for preservative wood shall be hot-dipped, zinc coated galvanized steel, stainlesssteel, silicone bronze or copper. Coating types and weights for connectors in contact withpreservative-treated wood shall be in accordance with the connector manufacturer'srecommendations. In the absence of manufacturer's recommendations, a minimum ofASTM A653 type G185 zinc-coated galvanized steel, or equivalent, shall be used.9.Contractor shall provide Florida Product Approval information as to the exact window beingutilized for this project, including manufacturers specifications, and installation methods foranchoring the submitted windows to alum members and specific sizes as indicated on A-1B.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 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-1BSAVANNAH CLUB
3513 RED TAIL HAWK DRIVE
LOT 7207
PORT ST LUCIE
FL 34952TP----12/17/21TYPTYP
1/8" x 2" x 2" EXTRUDEDANGLE 5052 H-32 ALLOY EASIDEUPRIGHT(2) 3/8" DIA. CONCRETESCREW ANCHORS(2 1/4" CONC. EMBED)6"FRONT VIEWSIDE VIEW1" x 3" BASE PLATEANCHORED TO CONC W/ 1/4"CONCRETE SCREW ANCHOR(MIN. 1 1/4" EMBED)6" MAX EACH SIDE OF POSTAND 24" O.C. MAX(1) 1/2" DIA. THRU BOLT w/ NYLOCKJAM NUT - IN LIEU OF NYLOCK JAMNUT, JAM NUT w/ THREADLOCKERMAY BE USEDTIGHTEN TO CONTACT - DO NOTOVERTIGHTEN2 1/4" MIN CONCANCHOREMBEDMENT1 1/4" MIN CONCANCHOREMBEDMENTSLAB / FOOTINGSEE PLANSLAB / FOOTINGSEE PLAN2" x 3" PB UPRIGHT TO CONCRETE DETAILSCALE:NTSBA-22" MIN EDGE DISTANCE FROMEXTERIOR OF COLUMN TOOUTSIDE EDGE OF SLAB1X3 TO HOST STRUCTURE DETAILSCALE: NTSWOOD:1/4" DIA. 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 3"C-1A-22" x PATIOEXTRUSIONCHAIR RAIL MEMBEROPTION 1:2" x 2" x 1/8" ALUM ANGLEW/ (4) #12 x 5/8" EACH SIDEOPTION 2:0.125" x 1 1/8" x 2" x 1 1/8"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-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 3" 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 JAMBCORNER POST TO CONCRETE DETAILSCALE: NTSCORNER POSTSLAB / FOOTINGSEE PLANCORNER POST W/ 1" x 2" @BACKSIDEFRONT VIEWSIDE VIEW2"1" x 3" 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-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 240TAMPA FL. 33609TEL: (813) 374-2403FAX: (813) 374-4516
FLORIDA BUSINESS REGISTRY LICENSE NO. 32807
FLORIDA ALUMINUM
ENGINEERING, INC. A-2ALUMINUM 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-SAVANNAH CLUB
3513 RED TAIL HAWK DRIVE
LOT 7207
PORT ST LUCIE
FL 34952TP12/17/21---
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.(4) #10 x 3/4"SMS INTOSCREW BOSSES(2) INTO TOP RAIL(2) INTO POST2" x 2" x 3" LGx 1/8" ANGLE2" x 3" FLATTOP RAIL w/(4) #10 x 4" SMSINTO POST(4) #10 x 3/4"SMS INTOSCREW BOSSES(2) INTO TOP RAIL(2) INTO POST2" x 2" x 3" LGx 1/8" ANGLECONNECTION AT CORNERCONNECTION AT SPLICESA-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" COMPPANELEND WALL2" x 3"END BEAM2" x 3" x 0.050"TOP RAIL W/(4) #10 x 4" SMSINTO POSTFRONT WALLEXISTINGHOST WALLBEAM TO HOST STRUCTURE ATTACHMENT DETAILSCALE: NTSS-2A-32" x 3" x 0.050"FLAT END BEAM1 1/2" x 2 1/8" x 1 1/2" x 3" x 0.062"ALUM RECEIVING CHANNELW/ (4) #14 x 3/4" SMS EACHSIDE INTO BEAM(2) 1/4" DIA. x 3" LAG SCREWSINTO WALLCOMPOSITE PANEL CONNECTION TO HEADERSCALE: NTSS-1A-3FLASHING - INSTALLUNDER EXISTING DRIP EDGE#12 x 3/4" SELF-TAPPINGSCREWS W/ 1 1/2" DIA.NEO-WASHER @ 6" O.C.3" x 0.062" EXTRUDEDRECEIVER CHANNEL#12 x 3" SMS @ 6" O.C.INTO HOST-SITE BEAMNOTE:BUILDER TO PROVIDE CERTIFICATION FROMMANUFACTURER FOR NEW ADDITIONS(4) #12 x 3/4" SMSEACH PANEL3" COMPOSITE PANELS-4A-3RIDGE BEAM TO ROOF PANEL CONNECTION& CARRIED POST CONNECTION DETAILSSCALE: NTS#12 x 3/4" @ 24" O.C.STAGGERED TOPAND BOTTOM4" x 12" x 1/8" ALUMSTRAPS BOTH SIDE(3) 3/8" DIA.THRU BOLTS(3) 3/8" DIA.THRU BOLTS(2) 2" x 8" SMBATTACH AS INDICATED4" x 4" x 0.25"CARRIED POST(2) 2" x 10" SMB(4) 3/8" DIA THRU BOLTS1 1/2" x 2 1/8" x 1 1/2" x 3" LONGx 0.062" ALUM RECEIVINGCHANNEL W/ (3) #14 x 3/4" SMSEACH SIDE OF BEAM & (2) 3/8"DIA. THRU BOLTS INTO POST#14 SMS x 1" MIN. LONGERTHAN PANEL W/ 1 1/2" DIA.NEOPRENE FACEDWASHER @ 24" O.C.ALONG LENGTHOF ALL END BEAMSFLASHINGBY OTHERS#14 x 4" SMS W/1 1/2" DIA. NEOPRENEFACED WASHER @ 6" O.C.3" COMPOSITEROOF PANEL2" x 3"ENDBEAM2" x 3"ENDBEAMBEAM TO WOOD WALL ATTACHMENT W/KNEE BRACE CONNECTION DETAILSCALE: NTSS-3A-31 1/2" x 4 1/8" x 1 1/2" x0.125" x 4" LONG ALUMRECEIVING CHANNEL W/ (3)#14 x 3/4" SMS EA. FACE &(6) #14 x 3/4" SMS INTOBEAM12"12"4" x 4" x 0.125"KNEE BRACE(2) 2" x 10" SMBDBLE 2X6 STUDS
(16) 1/4" x 3" LAG SCREWSSTAGGERED INTODBL 2X6 STUDS1 1/2" x 4 1/8" x 1 1/2" x 10" x 0.125"ALUM RECEIVING CHANNELW/ (9) #14 x 3/4" SMS EACHSIDE INTO BEAM(4) 1/4" DIA. x 3" LAG SCREWSSTAGGERED INTO DBL 2X6STUDS1 1/2" x 4 1/8" x 1 1/2" x0.125" x 4" LONG ALUMRECEIVING CHANNEL W/ (3)#14 x 3/4" SMS EA. FACECOPYRIGHTCNOT 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 240TAMPA FL. 33609
TEL: (813) 374-2403FAX: (813) 374-4516
FLORIDA BUSINESS REGISTRY LICENSE NO. 32807
FLORIDA ALUMINUM
ENGINEERING, INC. A-3-SAVANNAH CLUB
3513 RED TAIL HAWK DRIVE
LOT 7207
PORT ST LUCIE
FL 34952TP12/17/21---
TYPICAL WOOD FRAME WALL SECTIONSCALE: NTSS-5A-418"2X6 STUDS(SEE A-1B FORSPACING)(1) 2" x 6" PT BOTTOM PLATEW/ 1/2" DIA. x 2 1/2"EMBEDMENT SCREWANCHOR @ 2' O.C.GRADENEW 4" MONOLITHIC SLABW/ THICKENED EDGE6"(FOR TERMITEINSPECTION)NEW 3"COMP ROOF1/4" DIA. x 5" LAG SCREWS W/ 1 1/2" DIA.NEOPRENE FACED WASHER @ 4" O.C.AT ALL INTERIOR AND EXTERIOR WALLLOCATIONS(2) 2X6 HEADER W/(1) 2X6 HORIZONTAL TOPPLATE & (1) 2X6 HORIZONTALHEAD PLATENOTES 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.NOTE:ALL WOOD SHEATHING & FRAMINGTHAT REST ON CONCRETE EXTERIORFOUNDATIONS AND ARE LESS THAN8" FROM THE EXPOSED GROUND(FBRC 317.1(2))ORALL WOOD SIDING, SHEATHING,&WALL FRAMING ON THE EXTERIOROF A BUILDING HAVING ACLEARANCE OF LESS THEN 6 INCHESFROM THE GROUND SHALL BEPROTECTED FROM DECAY BY USEOF NATURALLY DURABLE WOOD ORWOOD THAT IS PRESERVATIVETREATED. THIS INCLUDES ALL STUDSAND PLYWOOD (FBRC 317.1(6)).VINYL SIDING ON #15 FELTPAPER OR HOUSE WRAP ON 1/2"APA RATED SHEATHING 2X6 D.F.(SEE A-1B FOR SPACING)12" OVERHANG MAX.(2) 2X6 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 - USE SP1AT BOTTOM AND SP2 AT TOP OFEACH STUD.NAIL PATTERN:8d 4" O.C. @ EDGES8d 6" O.C. INFILLTYPICAL WOOD FRAME WALL @ DOOR SECTIONSCALE: NTSTOP PLATEDOUBLE 2X3 - 16d x 5 EACH SIDE INEACH HEADERBOTTOM PLATESINGLE 2X PTSP1 AT BOTTOM OFALL SINGLE STUDSSP2 AT TOP OFALL SINGLE STUDS1'-9 3/4"(2) 2X6 HEADER W/(1) 2X6 HORIZONTAL TOPPLATE & (1) 2X6 HORIZONTALHEAD PLATELSTA12 EA END1 5/8"(1) 2X6 JACK STUD(2) 2X6 KING STUDS MIN.EACH SIDE OF OPENING2X6 STUDS(SEE A-1B FOR SPACING)16d @ 24" O.C.STAGGERED2X6 HORIZONTALBLOCKING ATSHEATHING SPLICE(2) 16d TOE NAILSEACH ENDA-AA-416d NAILS @ 6" O.C.AT CORNER STUDSSIMPSON STRONG-TIEDSP DOUBLE STUD PLATEOR(2) CS16 - 26" WRAPPED OVER TOPPLATE & ATTACHED TO BOTH SIDESW/ (6) N10 NAILS EACH END TO STUDSONLY (NO FASTENERS INTO TOP PLATE)SIMPSON STRONG-TIE DSP DOUBLE STUDPLATE & (1) CS16 - 26" WRAPPED UNDERBOTTOM PLATE & ATTACHED TO BOTHSIDES W/ (6) N10 NAILS EACH END TOSTUDS ONLY (NO FASTENERS INTOBOTTOM PLATE)OR(3) CS16 - 26" WRAPPED UNDER BOTTOMPLATE & ATTACHED TO BOTH SIDESW/ (6) N10 NAILS EACH END TO STUDSONLY (NO FASTENERS INTO BOTTOMPLATE)36" MAXTOP PLATEDOUBLE 2X3 - 16d x 5 EACH SIDE INEACH HEADER(2) 2X6 HEADER W/(1) 2X6 HORIZONTAL TOPPLATE & (1) 2X6 HORIZONTALHEAD PLATE(3) 16D TOE NAILS TOPAND BOTTOM2X6 STUDS(SEE A-1B FOR SPACING)8d @ 24" OC STAGGERED(1) 2X6 JACK STUD(2) 2X6 KING STUDS MIN.EACH SIDE OF OPENINGLSTA12 EA END2X6 HORIZONTALBLOCKING ATSHEATHING SPLICE(2) 16d TOE NAILSEACH END18" MAXTYPICAL WOOD FRAME WALL @ WINDOW SECTIONSCALE: NTSB-BA-4SP1 AT BOTTOM OFALL SINGLE STUDSBOTTOM PLATESINGLE 2X PTSIMPSON STRONG-TIE DSP DOUBLE STUDPLATE & (1) CS16 - 26" WRAPPED UNDERBOTTOM PLATE & ATTACHED TO BOTHSIDES W/ (6) N10 NAILS EACH END TOSTUDS ONLY (NO FASTENERS INTOBOTTOM PLATE)OR(3) CS16 - 26" WRAPPED UNDER BOTTOMPLATE & ATTACHED TO BOTH SIDESW/ (6) N10 NAILS EACH END TO STUDSONLY (NO FASTENERS INTO BOTTOMPLATE)SP2 AT TOP OFALL SINGLE STUDSSIMPSON STRONG-TIEDSP DOUBLE STUD PLATEOR(2) CS16 - 26" WRAPPED OVER TOPPLATE & ATTACHED TO BOTH SIDESW/ (6) N10 NAILS EACH END TO STUDSONLY (NO FASTENERS INTO TOP PLATE)GARAGE DOOR FRAMINGSCALE: NTSC-CA-4(2) 2" x 8" SMBW/ (4) 1/2" DIA. THRU BOLTSW/ WASHERS TO ENGAGE2X6 WOOD STUDS ONEITHER SIDE3" COMP. ROOF PANELW/ SHINGLES2" x 6" CRIPPLESTUDS AT 12" O.C.ABOVE GARAGEDOOR HEADER(SEE NOTE ON DETAILA-A/A-4 FORCONNECTON ATDOUBLE STUDSNEW CONCRETE(3) 2" x 12" SYP #2 W/ 1/2 PLYWOOD FLITCH PLATE(2) SIMPSON LSTA24(2) 2X6 S.Y.P. #2JACK STUDS(2) 2X6 S.Y.P #2 KING STUDS
2x6ADDITIONAL BLOCKINGAS REQUIRED(4) 2X6 STUDSAT THIS LOCATIONCONNECTED TO (3) 2X12SYPTOP PLATE W/ SIMPSONSTRONG TIE LSTA24(ONE PER STUD)2x
6
45°45°SIMPSON SP2 ATTOP AND BOTTOMOF ALL STUDS(2) SIMPSONLSTA12EACH ENDSIMPSON STRONG TIEHTT5 CONNECTORSIMPSON STRONG TIEHTT5 CONNECTOR3" COMPOSITEROOF PANEL(2) 2X6TOP PLATESIMPSON STRONG-TIEDSP DOUBLE STUD PLATEOR(2) CS16 - 26" WRAPPED OVER TOPPLATE & ATTACHED TO BOTH SIDESW/ (6) N10 NAILS EACH END TO STUDSONLY (NO FASTENERS INTO TOP PLATE)DOUBLE2X6 STUDNEW CONCRETEDOUBLE POST FRAMINGSCALE: NTSD-1A-4SIMPSON STRONG TIEHTT5 CONNECTOR2 x 6 @ 16" O.C.BOTTOM PLATESINGLE 2X6 PTEND WALL(2) 16d COMMONNAILS @ 10" O.C.CORNER STUDCONNECTED TOTRANSFER SHEARSIMPSON STRONG TIEHTT5 CONNECTORSIMPSON STRONG TIEHTT5 CONNECTOREND WALLW/ 16d COMMONNAILS @ 10" O.C.CORNER STUD HOLD-DOWN DETAIL @ GARAGE CORNERSCALE: NTSC-HA-4BOTTOM PLATESINGLE 2X PTBOTTOM PLATESINGLE 2X PTCOPYRIGHTCNOT 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 240TAMPA FL. 33609TEL: (813) 374-2403FAX: (813) 374-4516
FLORIDA BUSINESS REGISTRY LICENSE NO. 32807
FLORIDA ALUMINUM
ENGINEERING, INC. A-4-SAVANNAH CLUB
3513 RED TAIL HAWK DRIVE
LOT 7207
PORT ST LUCIE
FL 34952TP12/17/21---
TYPE 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-5TYPE II FOOTINGSCALE: NTSA-1A-56"12"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(2) #5 CONT 31" OVERLAPAT JOINTS ON 3" CHAIRS18"TYPE I FOOTING (SLAB)SCALE: NTS4" NOMINAL SLAB - TYP1" PER FT. MAX FOR 2'-0"MIN BEFORE STEEPERSLOPETYPE IFLAT SLOPE NO FTG< 2:12NOTES FOR ALL FOUNDATION TYPES:1.THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARINGPRESSURE OF 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 EXTERIORNON-HABITABLE CONCRETE FLAT WORK.A-3A-5DRIVEWAY SLABTYPE II FOOTINGSCALE: NTSA-2A-5NOTES 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.12"(2) #5 CONT 31" OVERLAPAT JOINTS ON 3" CHAIRS18"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 240TAMPA FL. 33609
TEL: (813) 374-2403FAX: (813) 374-4516
FLORIDA BUSINESS REGISTRY LICENSE NO. 32807
FLORIDA ALUMINUM
ENGINEERING, INC. A-5-SAVANNAH CLUB
3513 RED TAIL HAWK DRIVE
LOT 7207
PORT ST LUCIE
FL 34952TP12/17/21---