760 REDFIN DR ACC22-0022 Building Plans 2 of 2DRAWN BY:CHECKED BY:JOB #:SHEETDUFFIE
RESIDENCE
760 REDFIN DR.
ATLANTIC BACH, FL 32233TLDATE:TLTLE-DUFFIE4/18/22REVISIONS DATE SHEET TITLE:PROJECT:11x17
TRUNG T. LE, P.E.Florida License #77614#
TEL: (321) 313-2502
1575 Bream St.
Merritt Island, FL. 32952
CA# 33103
TLE Engineering, PLLCThis item has been digitally signed and sealed by Trung T. Le, PEon the date shown on the timestamp using a Digital Signature.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.STRUCTURALNOTESSNBOLT & THREADED RODS1.ALL BOLTS & THREADED RODS TO BE ASTM A307 ORBETTER (U.N.O.).2.ALL THREADED RODS USED AS ANCHOR BOLTS TO BE F1554GRADE 36 (U.N.O.).WOOD1.WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGNSPECIFICATION FOR WOOD CONSTRUCTION" (NDS), LATEST EDITION.2.ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND Misc.STRUCTURAL WOOD FRAMING MEMBERS (I.E. BLOCKING OR GABLE ENDBRACING) SHALL BE SOUTHERN PINE OR EQUIVALENT. NO. 2 GRADE SHALL BEUSED REGARDLESS OF SPECIES.3.ALL 2X8 OR LARGER MEMBERS TO BE SOUTHERN PINE NO. 2 GRADE4.ALL TRUSS MEMBERS (I.E. TOP & BOTTOM CHORD, WEBS) TO BE SOUTHERNPINE NO. 2 GRADE.5.PRESERVATIVE-TREATED WOOD w/ FIELD-CUT ENDS, NOTCHES AND DRILLEDHOLES SHALL BE FIELD TREATED IN ACCORDANCE w/ AWPA M4.6.USE OF PRESERVATIVE-TREATED WOOD OR NATURAL DURABLE WOODSHALL BE PROVIDED IN THE FOLLOWING LOCATIONS PER FBCR R317:·JOISTS WHEN CLOSER THAN 18" OR GIRDERS CLOSER THAN 12" FROM GRADE.·FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIORFOUNDATIONS LESS THAN 8" FROM GRADE.·SILLS AND SLEEPERS ON CONCRETE SLAB THAT IS IN DIRECT CONTACT WITHTHE GROUND (UNLESS SEPARATED BY MOISTURE BARRIER).·ENDS OF GIRDERS ENTERING CONCRETE OR MASONRY WALLS HAVINGCLEARANCES OF LESS THAN 12" ON TOPS, SIDES AND ENDS.·SIDING, SHEATHING AND WALL FRAMING ON EXTERIOR OF BUILDING HAVINGLESS THAN 6" FROM GRADE OR 2", MEASURED VERTICALLY, FROM CONCRETESLAB, STEP OR SIMILAR HORIZONTAL SURFACE EXPOSED TO WEATHER.·FURRING STRIPS OR FRAMING MEMBERS ATTACHED DIRECTLY TO THEINTERIOR SIDE OF THE EXTERIOR MASONRY OR CONCRETE WALLS BELOWGRADE (UNLESS SEPARATED BY MOISTURE BARRIER).·MEMBERS IN CONTACT WITH GROUND OR EMBEDDED IN CONCRETE EXPOSEDTO WEATHER SHALL BE APPROVED PRESSURE-PRESERVATIVE-TREATED WOODSUITABLE FOR GROUND CONTACT.·MEMBERS EXPOSED TO WEATHER WITHOUT ADEQUATE PROTECTION FROM AROOF, EAVE, OVERHANG OR OTHER COVERING THAT WOULD PREVENTMOISTURE ACCUMULATION ON THE SURFACE OR JOINTS BETWEEN MEMBERS.*NOTE: IT IS RECOMMENDED TO USE PRESERVATIVE-TREATED LUMBER OR AMOISTURE BARRIER FOR ALL WOOD IN CONTACT w/ CONCRETE OR MASONRY.FOUNDATIONS1.THE FOUNDATION OF THIS STRUCTURE HAS BEEN DESIGNED ON ANALLOWABLE BEARING CAPACITY OF 2000 PSF. IT IS THECONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE SOIL UNDERTHE FOORPRINT MEET THIS STANDARD WITH REGARDS TOSETTLEMENT AND SUPPORT.2.FOOTING EXCAVATION AND SLAB SUB-GRADE SHALL BECOMPACTED TO AT LEAST 95% MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D-1557 (MODIFIED PROCTOR).3.PROVIDE TERMITE TREATED SOIL IN ACCORDANCE w/ SECTION R318OF THE FBCR CODE. IN LIEU OF TREATING THE SOIL, BORA-CARETERMITICIDE MAY BE APPLIED TO WOOD COMPONENTS INACCORDANCE TO w/ MANUFACTURER'S INSTRUCTIONS, PURSUANTTO SECTION R318 OF THE FBCR CODE.STRUCTURAL DESIGN CRITERIA(PER 2020 FBCR, 7th EDITION AND ASCE 7-16)1.DESIGN WIND LOAD:·DESIGN WIND SPEED (3 SECOND GUST):ULTIMATE (Vult) = 130 MPHNOMINAL (Vasd) = 101 MPH·RISK CATEGORY = II·EXPOSURE CATEGORY (ALL SIDES) = B·ENCLOSURE CLASSIFICATION = ENCLOSED INTERNAL PRESSURE COEFFICIENTS:ENCLOSED = +/-0.18PARTIALLY ENCLOSED = +/-0.55OPEN = 02.DESIGN LIVE LOADS (Min):ROOFS(PSF)·ROOFS 20CAST-IN-PLACE CONCRETE1.ALL CONCRETE WORK SHALL BE IN ACCORDANCE w/ "THE BUILDINGCODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATESTEDITION AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FORBUILDINGS" ACI 301.2.ALL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:3.REINFORCEMENT:·ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMEDBILLET STEEL CONFORMING TO ASTM A615 GRADE 60.·HORIZONTAL FOOTING BARS SHALL BE BENT Min. 48 BAR Dia.(EXCLUDING BEND) AROUND CORNERS OR L-BAR w/ 48 BAR LEGS(EXCLUDING BEND).·MINIMUM LAP SPLICES ON REINFORCING BARS SHALL BE 48 BARDIAMETER (U.N.O.).·WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-l85 FOR6x6xW1.4xW1.4. WWF SHALL BE LAPPED AT LEAST 6" & CONTAINAT LEAST ONE CROSS WIRE w/i THE 6" LAP. FIBERMIX OF EQUALSPECIFICATIONS MAY BE USED IN LIEU OF WWF.·CONCRETE COVER: -CAST AGAINST AND EXPOSED TO EARTH 3" -EXPOSED TO EARTH OR WEATHER, #6 & LARGER 2" #5 & SMALLER 1 12" - NOT EXPOSED TO WEATHER OR IN CONTACT w/ GROUND (SLABS, WALLS, JOISTS) 34"LOCATIONFOUNDATIONS AND STEPS SLAB ON GRADE (RESIDENTIAL/COMMERCIAL) (INDUSTRIAL)BEAMS, TIE BEAMS, COLUMNS, PEDESTALS AND PIERSNOTES:- MINIMUM SLUMP OF 4" (+/-1")28 DAYSTRENGTH2500 PSI2500 PSI3000 PSI4000 PSIMAX. w/ CMRATIO0.580.580.580.58AIRENTRAINMENTN/AN/AN/AN/AMAX.AGGREGATE1"1"3/8"3/8"GENERAL STRUCTURAL NOTESaHIPRIDGEHIPaa
aaaRIDG
E
HIPROOFWALLGABLEa = 4 FEET IN ALLCASES (U.N.O.)#= ZONESCOMPONENTS & CLADDING WIND DESIGNPRESSURES1.COMPONENT & CLADDING PRESSURES IN TABLESBELOW HAVE BEEN CONVERTED TO ASD.2.FOR EFFECTIVE AREAS BETWEEN THOSE GIVENBELOW, THE PRESSURES MAY BE INTERPOLATED,OTHERWISE USE THE VALUES FOR THE LOWER AREA.3.PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTINGTOWARD AND AWAY FROM THE BUILDINGSURFACES.a1
0
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3
0
DE
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S COMPONENTS & CLADDING PRESSURE ZONESSHEATHING1.WALL / GABLE SHEATHING: APA RATED 716" Thk. OSB EXPOSURE-1 OR 1532"Thk. PLYWOOD ANDSHALL BE NAILED w/ (1) ROW AT TOP AND Bot. Plt. @ 4" O.C. NAIL ALL OTHER PANEL EDGES AT6" O.C. AND 12" O.C. AT INTERMEDIATE SUPPORTS. PROVIDE 2X BLOCKING AT ALL UNSUPPORTEDSHEATHING JOINTS. NAIL SHALL BE ASTM F1667 RSRS-01 8d RING-SHANK (Min. 0.113x2 38" LONG)HAND OR GUN DRIVEN NAILS w/ Min. HEAD SIZE OF 0.28" DIAMETER. SEE SHEATHING LAYOUTDETAIL 7/D1.2.ROOF SHEATHING: 716" Thk. OSB EXPOSURE-1 (24/16 PANEL SPAN RATING) OR 1532" Thk. (32/16PANEL SPAN RATING) APA RATED STRUCTURAL PANEL PLACED w/ LONG DIMENSIONPERPENDICULAR TO SUPPORTS (STAGGER END JOINTS). PROVIDE 2X BLOCKING AT ALLUNSUPPORTED HIPS, VALLEYS AND RIDGE LINES w/ 18" GAP BETWEEN ALL ADJOINING PANELSAND H-CLIP (CENTERED) AT ALL UNSUPPORTED PANEL EDGES GREATER THAN 18" LONG . NAILSPACING 6" O.C. AT EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS FOR ALL ZONES (1, 2 & 3).NAIL SHALL BE Min. RING-SHANK ASTM F1667 RSRS-01 (0.113"x2 38") HAND OR GUN DRIVEN.aaaTIE-DOWN CONNECTORS1.TIE-DOWNS CONNECTORS TO BE SIMPSON STRONG-TIE OR EQUIVALENT w/ HIGHERUPLIFT & LATERAL VALUES.2.SEE "INSTRUCTIONS TO THE INSTALLER" IN SIMPSON STRONG-TIE WOODCONSTRUCTION CONNECTOR'S CURRENT MANUAL & READ ALL PAGES OF GENERALNOTES. INSTALLER TO FOLLOW MANUFACTURER'S SPECIFICATIONS FOR EACHCONNECTOR.3.FILL ALL HOLES IN STRAPS (U.N.O.) TYPICAL TO OBTAIN MAXIMUM UPLIFT.4.CONNECTORS MAY BE SUBSTITUTED w/ OTHER CONNECTORS w/ HIGHER UPLIFT &LATERAL VALUES w/o THE APPROVAL OF THE EOR PROVIDED ALL MANUFACTURE'SINSTALLATION INSTRUCTIONS ARE FOLLOWED. SSP MAY BE REPLACED w/ SP1 & SP2,SP# OR SPH#ZONEEFFECTIVEAREA (Ft2)ULTIMATE WINDSPEEDVult = 130 mph102050102050100100FOR BUILDINGS WITH MEAN HEIGHT OF30 Ft IN EXPOSURE BWALL PRESSURE (PSF)44455545·CORROSION-RESISTANT CONNECTORS AND FASTENERS: HOT DIPPED ZINC-COATED GALVANIZEDSTEEL OR STAINLESS STEEL SHALL BE USED WHEN EXPOSED TO WEATHER, USED ON OCEAN/WATERFRONT OR USED IN PRESERVATIVE/FIRE-RETARDANT TREATED WOODS.+18.2 / -19.8+17.4 / -19.0+16.3 / -17.9+18.2 / -24.4+17.4 / -22.8+16.3 / -20.6+15.5 / -17.1+15.5 / -19.0Trung T LeDigitally signed by Trung T Le DN: c=US, o=Unaffiliated, ou=A01410C0000016B15CFD9EC00003B1D, cn=Trung T Le Date: 2022.04
.27 14:10:36 -04'00
'By Toni Gindlesperger at 4:22 pm, Apr 28, 2022By Mike Jones at 3:30 pm, May 04, 2022
HDR-1HDR-1
HDR-1
1Typ.1'-4"8"1'-0"2Typ.2Typ.1Typ.3a3aHDR-1HDR-1BM-14Typ.BELOWD222x8 SP No.2RAFTER @ 24" O.C.(RIP FOR SLOPE)2x10 SP. NO.2RAFTER @ 24" O.C.D191Typ.2x8 SP No.2LEDGER BELOWSLOPE 0'-0" FFRef. ONLY-4" BFFFC-1FC-1FC-1FC-1WCLav.Shwr.D11D11D11D11D1212'-0"5'-0"17'-0"17'-0"4'-11"2'-6"4"2'-6"4"4'-6"-4" BFFD13D1412" J-BOLT (7"Embed.) 6" FROMENDS & @ 32" O.C.,Typ.1 12" RECESSAT SGD DOOR1'-10"5'-0"D12D121'-4"14'-4"1'-4"6"6"FS-1FS-1DRAWN BY:CHECKED BY:JOB #:SHEETDUFFIE
RESIDENCE
760 REDFIN DR.
ATLANTIC BACH, FL 32233TLDATE:TLTLE-DUFFIE4/18/22REVISIONS DATE SHEET TITLE:PROJECT:11x17
TRUNG T. LE, P.E.Florida License #77614#
TEL: (321) 313-2502
1575 Bream St.
Merritt Island, FL. 32952
CA# 33103
TLE Engineering, PLLCThis item has been digitally signed and sealed by Trung T. Le, PEon the date shown on the timestamp using a Digital Signature.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.FOUNDATION& FRAMINGPLANSS1FRAMING PLAN1/8"=1'-0"LEGEND1.TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALLSECTIONS AND ELEVATIONS FOR BEARING HEIGHTS.2.ROOF SHEATHING: SEE GENERAL STRUCTURAL NOTES &SCHEDULES (Sht. SN) FOR SHEATHING AND ROOF NAILINGSPECIFICATIONS.3.WALL/GABLE SHEATHING: SEE GENERAL STRUCTURAL NOTES(Sht. SN) FOR SHEATHING AND NAILING SPECIFICATIONS.FRAMING NOTESINDICATES LOAD Brg. FRAME WALLPT 4x4 Col.aCOLUMN SCHEDULEWOOD HEADER SCHEDULEMEMBERMARKQty. OF 2XJACK STUDSNOTE:1.REFER TO TYPICAL EXTERIOR OPENING DETAIL10/D1 FOR ADDITIONAL FRAMINGSPECIFICATIONS.2.FASTEN PLIES TOGETHER w/ (2) ROWS 10dx3NAILS @ 12" O.C. (USE 16d NAILS FOR LVL)3.HEADER SIZES SHOWN ARE MINIMUM Req'd.PER LOCATION. LARGER HEADERS MAY BE USEDw/o APPROVAL FROM DESIGN PROFESSIONAL.FASTENERS KINGSTUD TO HDRHDR-1(2) 2x8 w/12" SPACER(4) 16d1NOTE:1.ALL THREAD ROD (ATR): SHALL BE DRILLED & ADHERED w/SIMPSON SET-XP. SIZE & Embed. PER SCHEDULE Abv.2.REFER TO TIE-DOWN CONNECTOR NOTE ON SHEET SN FORSPECIFICATIONS.AC4 BEAM TO Col. | ABU44 Col. TO Ftg. w/ 58" ATR (7 12"Embed.)123CONNECTION SCHEDULEHGA10 Ea. END AND @ 32" O.C. RAFTER TO TOP Plt.BM-1(2) 2x12 w/12" SPACER10dMEMBERMARKNAILQty. &SPACING(2) ROWS12" O.C.TOP OFBEAMBEAM SCHEDULENOTE:1.2-PLY BEAMS: INSTALL NAILS IN LOADED PLYWHEN APPLICABLE.2.3-PLY BEAMS: INSTALL NAILS FROM BOTHSIDES PER SPACING ABOVE.3.NAILS: 10d = 0.148 x 3", 16d = 0.162 x 3 12 ".4.NAILS FASTENED IN PRESERVATIVE-TREATEDWOOD OR FIRE-RETARDANT-TREATED WOODSHALL BE HOT DIPPED ZINC-COATEDGALVANIZED STEEL OR STAINLESS STEEL.INDICATES ROOF RAFTERSINDICATES BEAM/HEADERNORTHFOUNDATION PLAN1/8"=1'-0"1.SLAB-ON-GRADE: 3 12" Thk. (4" Thk. GARAGE) w/6x6xW1.4xW1.4 WWM PLACED AT MID DEPTH ON 6Mil. VAPOR BARRIER (LAP JOINTS Min. 6" AND SEAL)OVER 4" Min. Thk. TERMITE TREATED, WELLCOMPACTED FILL. FIBER MESH REINFORCEMENTMAY BE USED ILO WWM PER SPECIFICATIONS SETFORTH IN THE 2020 FBCR, 7th EDITION.2.EXTERIOR SLABS: 3 12" Thk. AND SHALL SLOPE 14"PER FOOT AWAY FROM STRUCTURE.3.CONTROL JOINTS: SAW CUT JOINTS A DEPTH OF 14THE SLAB THICKNESS 4 TO 12 HOURS AFTERCONCRETE PLACEMENT .FOUNDATION NOTESMARKSIZEREINFORCEMENTDEPTH16" WIDE(2) #5 Cont.20"FOOTING SCHEDULEFC-1H10A24"x24"FS-1(3) #5 EW12"NOTE:REFER TO DETAILS FOR FOOTING SPECIFICATIONSFC-# CONTINUOUS FOOTINGFS-# SPREAD FOOTINGLUS26 LOWER ROOF RAFTER TO LEDGER48'-0"Trung T LeDigitally signed by Trung T Le DN: c=US, o=Unaffiliated, ou=A01410C0000016B15CFD9EC00003B1D, cn=Trung T Le Date: 2022.04.27 14:11:18 -04'00'
8TYPICAL FRAME WINDOWINSTALLATION DETAILN.T.S.INSTALLATION NOTES:1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB ANDSQUARE. KEEP HEAD AND SILL LEVEL AND SQUARE. MAKE SURE HEADAND SILL ARE NOT CROWNED UP OR DOWN.2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.E. DOUBLE HUNGS)TO AVOID "BOWED OUT" INSTALLATION.3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OFNAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTOOPENING.4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS.CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" GAPBETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHENINSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED.5. INSTALL FASTENERS (PER PRODUCT APPROVALS)6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED.7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW.8. INSULATE AROUND PERIMETER WITH BATT TYPE INSULATION. DONOT USE EXPANDABLE FOAM.9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4"GAP AT SILL BETWEEN STRUCTURE AND WINDOW THEN CAULK GAP.10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETERAND J-CHANNEL (OR BRICK OR OTHER EXTERIOR FINISHINGMATERIAL WHICH SURROUNDS WINDOW).FLASHING SEQUENCE:WATER RESISTIVE BARRIER (HOUSE WRAP) SHALL BE INSTALLED PERManuf. Specs. AND WRAPPED AROUND WINDOW ROUGH OPENING.A.CUT WATER RESISTIVE BARRIER ABOVE WINDOW HEAD (45° ATCORNERS) TO ALLOW FOR FLASHING INSTALLATION. FOLD UP &TEMPORARILY SECURE.B.APPLY BOTTOM PIECE OF SELF-ADHERED FLASHING (EXTEND 6"BEYOND WINDOW JAMB). CUT TO FORM SILL PAN AND WRAPAROUND ROUGH OPENING EXTENDING UP JAMB 6").C.SET WINDOW UNIT.D.APPLY SIDE STRIPS OF SELF-ADHERED FLASHING OVERLAPPINGBOTTOM STRIP AND EXTENDING 6" ABOVE WINDOW HEAD.E.APPLY TOP PIECE OF SELF-ADHERED FLASHING OVERLAPPING SIDESTRIPS.F.FOLD WATER RESISTIVE BARRIER OVER TOP STRIP AND SEAL w/TAPE.Reinf. Stl.(3" Conc. Cov.)DEPTHWIDTHVAPORBARRIER8" Min.Ext. FRAME WALL PER PLANHOLD WALL 12" FROMSLAB EDGE TO ALLOWWALL SHEATHING TO BEFLUSH w/ EDGE OF SLAB.12" J-BOLT (7" Embed.) w/WASHER (Alt. SIMPSON MASA)Ea. END AND @ 32" O.C.12" Min.EXTERIOR1TYPICAL FOOTING SECTION3/8"=1'-0"5TYPICAL FOOTING CORNER Reinf. DETAILN.T.S.REFER TO FOOTINGSCHEDULE (Sht. S1) FORSIZE & REINFORCINGFOOTING PER PLANCont. #5RUNNING BAR(Qty. PER PLAN)Cont. #5RUNNING BAR(Qty. PER PLAN)30"x30" #5 L-BAR(30" LAP) FOR Ea.RUNNING BARCLEANCOMPACTED FILLConc. SLAB PER PLAN2THICKENEDSLAB EDGE3/8"=1'-0"Conc. SLAB8"8"(1) #5 Cont. BAR(3" Conc. Cov.)CLEANCOMPACTED FILL2x TOP Plt.SUBSTRATE PER PLAN2x @ 24" O.C.(2) 10dx3 TOE-NAILS @ 24"O.C. TOP Plt. TO CEILINGMEMBER Abv. (ADD 2x4BLOCKING @ 24" O.C.BETWEEN CEILING MEMBERWHEN PARALLEL TO WALL)14" Min. GAPBETWEEN CEILINGMEMBER AND WALL6TYPICAL INTERIORNON-LOAD Brg. WALL DETAIL3/8"=1'-0"CEILING MEMBER2x (USE PT AT Conc.) Bot. Plt.w/ 10dx3" NAIL OR 14x4 Conc.SCREW @ 24" O.C.12" Thk. Gyp.12" Thk.SAG-RESISTANT Gyp.KING STUD(1) STUD UP TO 5'-0" WIDE OPENING(2) STUDS UP TO 9'-0" WIDE OPENING(3) STUDS UP TO 16'-0" WIDE OPENINGHEADER PER PLANJACK STUDPER PLANSSP @ 16" TOPPlt. TO HEADERLSTA18 Hdr. TOJACK STUD (U.N.O.)SSP @ Ea. STUDDbl. TOP Plt.PER PLANBot. Plt.PER PLAN12" Ø AB (PER PLAN)w/ 2"x2"x316" WASHER6" FROM ENDS/JACKSTUDS AND @ 32" O.C.SSP @ Ea. STUDSSP NOT Req'd. ONCRIPPLE STUDSNOTE:·SIMPSON SSP TO BEINSTALLED ON THEINTERIOR SIDE ATEXTERIOR WALLS10TYPICAL LOAD Brg. FRAMEWALL OPENING DETAIL1/4"=1'-0"HEAD/SILL Plt.(1) PLY UP TO 4'-0" WIDE OPENING(2) PLY UP TO 7'-0" WIDE OPENING2X CRIPPLES @16" TOP/Bot.WINDOW SILLREFER TO 10/D1 FOROPENING FRAMING DETAILHOLD 2x4 WALL 12" FROM EXTERIORCURB EDGE TO ALLOW WALLSHEATHING TO BE FLUSH w/ EDGE.2x10 SP. NO.2RAFTER @ 24"O.C.12" Thk.SAG-RESISTANT Gyp.Alum. FASCIA OVER 2x6SUB-FASCIAAlum. DRIP EDGEROOF SHEATHING(FASTEN PER SCHEDULE)ACTUAL HEAD & SILL Hgt.NOT REPRESENTEDWINDOW PER FLOOR PLANWd. HEADER PER PLANH2.5A STUD Plt. TIE @ 16"O.C. Ea. CRIPPLESTUD/ACROSS Hdr.SSP STUD Plt. TIE @ 16" O.C. Ea. STUD12" Ø J-BOLT (7" Embed.) w/2"x2"x316" WASHER 6"FROM ENDS AND @ 32" O.C.8" Min.Conc. SLAB PER PLANFOUNDATIONPER PLANCLEANCOMPACTED FILLCont. SEALER UNDER Plt.14" GAP BETWEENSHEATHING & Conc.2x4 STUDS @ 16" O.C. w/(2) 10dx3 NAILS Ea. END9END WALLSECTION3/8"=1'-0"SLOPE w/ ROOFBrg. Hgt.0'-0"FIN. FLR.EXTERIORWALL SHEATHING &FASTENING PERSTRUCTURAL NOTESROOF COVERING:ASPHALT SHINGLES (APPLIED ACCORDING TOManuf. INSTALLATION INSTRUCTIONS) ONUNDERLAYMENT PER 2020 FBCR 7th EDITION,Sec. R905.1.1.1 (PROVIDE DOUBLEUNDERLAYMEMT FOR SLOPES 2:12 TO < 4:12)R-38 BATT INSULATIONR-13 BATT INSULATIONVENTED SOFFIT.(INSTALL PER Manuf.Specs. & FBCR-7th Ed,Sec. R704)12" Thk. Gyp.Bd. & Bat. FIBER CEMENTSIDING (INSTALL PER Manuf.Specs.) ON APPROVEDWATER-RESISTIVE BARRIEROVER WALL SHEATHING4TYPICAL SHOWERFOOTING SECTION3/8"=1'-0"REFER TO FOOTINGSCHEDULE (Sht. S1) FORSIZE & REINFORCINGDEPTHWIDTH8" Min.12" Min.VARIESFFConc. SLAB PER PLANExt. FRAME WALL PER PLANHOLD WALL 12" FROMSLAB EDGE TO ALLOWWALL SHEATHING TO BEFLUSH w/ EDGE OF SLAB.EXTERIOR4"A/C CHASE 4" PVCSLEEVE THRU Ftg.Reinf. Stl. (3" Conc. Cov.)VAPOR BARRIERCLEANCOMPACTED FILL12" J-BOLT (7" Embed. INTO Ftg.) w/WASHER Ea. END AND @ 32" O.C.7"(1) #5 Cont. BAR8"NON-LOAD Brg. FRAME WALL3TYPICAL NON-LOAD Brg. FOOTING SECTION (@ Shwr. STEP)3/8"=1'-0"CLEANCOMPACTED FILLVAPORBARRIERSHOWERConc. SLABPER PLANConc. SLABPER PLAN4"7TYPICAL 1-STORY WALLSHEATHING LAYOUTN.T.S.NAILING PATTERN PERSCHEDULE.PT BOTTOM Plt.ACTUAL NUMBER OF FASTENERSNOT REPRESENTED IN FIGURE8'-0"2x4 SHEATHING JOINTBLOCKING (FLATWISE) w/(2) 10dx3 NAILS Ea. END.12" Min.Dbl. TOP Plt.KING STUD(1) STUD UP TO 5'-0" WIDE OPENING(2) STUDS UP TO 9'-0" WIDE OPENINGHEADER PER PLANJACK STUDPER PLANLSTA18 Hdr. TOJACK STUD (U.N.O.)Dbl. TOP Plt. PERPLAN (SLOPE w/ROOF/Clg.)Bot. Plt.PER PLANSILL FRAMING ATWINDOW OPENING12" Ø AB (PER PLAN)w/ 2"x2"x316" WASHER6" FROM ENDS/JACKSTUDS AND @ 32" O.C.SSP @ Ea. STUDSSP NOT Req'd. ONSILL STUDSNOTE:·SIMPSON TIE TO BEINSTALLED ON THEINTERIOR SIDE ATEXTERIOR WALLS2X CRIPPLES@ 16" O.C.H2.5A @ Ea. STUDH2.5A @ Ea. STUDINSULATIONBAFFLEHGA10 Ea. END AND @ 32" O.C.8d RING SHANK NAIL @ 6" O.C.8"DRAWN BY:CHECKED BY:JOB #:SHEETDUFFIE
RESIDENCE
760 REDFIN DR.
ATLANTIC BACH, FL 32233TLDATE:TLTLE-DUFFIE4/18/22REVISIONS DATE SHEET TITLE:PROJECT:11x17
TRUNG T. LE, P.E.Florida License #77614#
TEL: (321) 313-2502
1575 Bream St.
Merritt Island, FL. 32952
CA# 33103
TLE Engineering, PLLCThis item has been digitally signed and sealed by Trung T. Le, PEon the date shown on the timestamp using a Digital Signature.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.DETAILSD1Trung T LeDigitally signed by Trung T Le DN: c=US, o=Unaffiliated, ou=A01410C0000016B15CFD9EC00003B1D, cn=Trung T Le Date: 2022.04.27 14:11:43 -04'00'
0'-0"FIN. FLR.8'-0"BEARING11'-3"BEARING121/21229'-4"BEARINGCLEANCOMPACTED FILLFOUNDATIONPER PLANPT 4x4 Col.VAPOR BARRIERConc. SLAB PER PLAN12" J-BOLT (7" Embed.) w/WASHER (Alt. SIMPSON MASA)Ea. END AND @ 32" O.C.ROOF COVERING:ASPHALT SHINGLES (APPLIED ACCORDING TOManuf. INSTALLATION INSTRUCTIONS) ONUNDERLAYMENT PER 2020 FBCR 7th EDITION,Sec. R905.1.1.1 (PROVIDE DOUBLEUNDERLAYMEMT FOR SLOPES 2:12 TO < 4:12)Cont. SEALER UNDER Plt.R-13 BATT INSULATION12" Thk. Gyp.14" GAP BETWEENSHEATHING & Conc.Bd. & Bat. FIBER CEMENTSIDING (INSTALL PER Manuf.Specs.) ON APPROVEDWATER-RESISTIVE BARRIEROVER WALL SHEATHINGAlum. DRIP EDGEWALL SHEATHING &FASTENING PERSTRUCTURAL NOTESVENTED SOFFIT. (INSTALLPER Manuf. Specs. &FBCR-7th Ed, Sec. R704)ABU4412" Thk. SAG-RESISTANTExt. GRADE Gyp.R-38 BATT INSULATION12" Thk.SAG-RESISTANT Gyp.SSP STUD Plt. TIE @16" O.C. Ea.STUD/ACROSS Hdr.Conn. PER PLAN2x8 SP. N0.2 RAFTER @ 24"O.C. (RIPPED FOR SLOPE)2x8 LEDGER w/ (2)SDWS22400DB SCREWS@ 16" O.C. TO STUDS1TYPICAL EXTERIOR FRAME WALL DETAILN.T.S.2x STUDS @ 16" O.C.(U.N.O.) w/ (2) 10dx3END-NAILS (ORTOE-NAILS) Ea. ENDDBL 2x TOP Plt. w/ 10dx3NAILS @ 16" O.C. STAGGERED(OFFSET JOINTS Min. 48".PROVIDE (10) 10dx3 NAILS @3" O.C. STAGGERED Ea. SIDEOF JOINT)LAP Plt. AT CORNERSw/ (2) 10dx3 NAILS2x Bot. Plt. (USE PTWOOD AT Conc. SLAB)2x CORNERSTUDS PACK(3 Min.)12" Ø J-BOLTS (7" Embed.) w/ 2"x2"x316" WASHER6" FROM ENDS AND @ 32" O.C.SSP @ Ea. STUDSSP @ Ea. STUDNOTE:REFER TO DETAIL10/D1 FOR FRAMINGAT OPENINGSFASTEN CORNER STUDPACK TOGETHER w/(2) 10dx3 NAILS @ 8"O.C. STAGGERED2BUILDING SECTION3/8"=1'-0"ROOF SHEATHING(FASTEN PER SCHEDULE)FLASHINGROOF SHEATHING(FASTEN PER SCHEDULE)2x10 SP. NO.2 RAFTER@ 24" O.C.NOTE:REFER TO DETAIL10/D1 FOR FRAMINGAT OPENINGSINSULATIONBAFFLEHOLD 2x4 WALL 12" FROM EXTERIORCURB EDGE TO ALLOW WALLSHEATHING TO BE FLUSH w/ EDGE.8" Min.Alum. FASCIA OVER 2x6SUB-FASCIAH10A Ea. RAFTERH10A Ea. RAFTERSSP STUD Plt. TIE @ 16" O.C.Ea. STUDSSP STUD Plt. TIE @ 16" O.C.Ea. STUD2x4 STUDS @ 16" O.C. w/(2) 10dx3 NAILS Ea. ENDVENTED SOFFIT.(INSTALL PER Manuf.Specs. & FBCR-7th Ed,Sec. R704)(2) 2x6 w/ 12" SPACERLUS26 Ea. RAFTERTRANSOM WINDOW.SEE ELEVATIONSConc. SLAB PER PLANSLOPECol. BUILDOUT AS Req'd.VENTED SOFFIT. (INSTALLPER Manuf. Specs. &FBCR-7th Ed, Sec. R704)Alum. FASCIA OVER 2x6SUB-FASCIAH10A Ea. RAFTERROOF COVERING:METAL ROOF PANEL (APPLIEDACCORDING TO Manuf. INSTALLATIONINSTRUCTIONS) ON UNDERLAYMENT PER2020 FBCR 7th EDITION, Sec. R905.1.1.1(2) 2x12 w/ 12" SPACERPORCHNOTCH RAFTERFOR FLAT BEARINGNOTCH RAFTERFOR FLAT BEARING LAVWCSHOWER2"V.T.R.3"2"2"2"CONNECT TOEXISTING SEWER LINE3"3" COTO MAINEXISTING 4"SEWER LINEDRAWN BY:CHECKED BY:JOB #:SHEETDUFFIE
RESIDENCE
760 REDFIN DR.
ATLANTIC BACH, FL 32233TLDATE:TLTLE-DUFFIE4/18/22REVISIONS DATE SHEET TITLE:PROJECT:11x17
TRUNG T. LE, P.E.Florida License #77614#
TEL: (321) 313-2502
1575 Bream St.
Merritt Island, FL. 32952
CA# 33103
TLE Engineering, PLLCThis item has been digitally signed and sealed by Trung T. Le, PEon the date shown on the timestamp using a Digital Signature.Printed copies of this document are not considered signed andsealed and the signature must be verified on any electronic copies.DETAILSD2DIAGRAMPLUMBING RISERTrung T LeDigitally signed by Trung T Le DN: c=US, o=Unaffiliated, ou=A01410C0000016B15CFD9EC00003B1D, cn=Trung T Le Date: 2022.04.27
14:11:58 -04'00'