2011 BEACH AVE RES23-0230 Barnwell Residence REV E-Seal Rev. 12-28-23_1S0.0GENERALNOTESSHEET INDEXS0.0 GENERAL NOTESS0.1 PILE PLACEMENT PLANS0.2 FOUNDATION PLANSD.0 FOUNDATION DETAILSS0.3OFF-GRADE FLOOR PLANS1.0 1ST LEVEL FRAMINGS1.1 1ST LEVEL ROOF/FLOORS2.0 2ND LEVEL FRAMINGS2.1 2ND LEVEL ROOFSD.1 DETAILSSD.2 DETAILSSD.3 DETAILSTHIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY ADAM K. RUSSELL, PE ON USING ADIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.12-27-2023130(ULT)/ 101(ASD)DENCLOSEDRESIDENTIALIIYES0 psfIIBD4.5GABLE ROOF-C&C DESIGN PRESSURES (ASD)LOCATIONAREA(SF)POSITIVE(ALL ZONES)ZONE 1 &2e (psf)ZONE 2n(psf)ZONE 2r(psf)ZONE 3e(psf)ZONE 3r(psf)ROOF0-10 +27.03 -49.55 -49.55 -54.56 -66.91 -54.5611-20 +24.02 -42.02 -42.02 -48.77 -59.29 -48.7721-50 +20.03 -32.06 -32.06-41.11-49.22-41.1151+ +17.02 -40.88 -40.88 -58.87 -69.34 -58.87OVERHANGS0-10- --69.57 -69.57 -74.58 -75.04 -74.5811-20- --62.04 -62.04 -68.79 -69.84 -68.7921-50- --52.08 -52.08 -61.13 -62.98 -61.1350+- --44.55 -44.55 -55.34 -57.78 -55.34ALLOWABLE PRESSURES (ASD)=0.6*ULTa=4FTC&C DESIGN PRESSURES (ASD)LOCATIONAREA(SF)INTERIOR ZONE 4(psf)END ZONE 5(psf)WALLS,WINDOWS, &DOORS10 +29.53 -32.03 +29.53 -39.5420 +28.20 -30.70 +28.20 -36.8850 +26.44 -28.95 +26.44 -33.36100 +25.11 -27.62 +25.11 -30.70200+23.78-26.28+23.78-28.041000 +22.02 -24.53 +22.02 -24.5316FT GARAGEDOOR+23.78 -28.04SOFFITS+29.53 -32.03 +29.53 -39.54ALLOWABLE PRESSURES (ASD)=0.6*ULTa=4FTHIP ROOF-C&C DESIGN PRESSURES (ASD)LOCATIONAREA(SF)POSITIVE(ALL ZONES)ZONE 1(psf)ZONE 2e(psf)ZONE 2r(psf)ZONE 3(psf)ROOF0-10 +21.87 -35.10 -42.00 -39.96 -47.2011-20 +18.91 -30.94 -37.26 -36.82 -39.5921-50 +14.98 -25.43 -30.99 -32.67 -29.5351+ +12.01-21.27-26.25 -29.53 -29.53OVERHANGS0-10- --55.13 -62.02 -60.12 -67.2211-20- --50.96 -57.28 -57.25 -59.6121-50- --45.46 -51.01 -53.46 -49.5550+- --41.29 -46.27 -50.60 -49.55ALLOWABLE PRESSURES (ASD)=0.6*ULTa=4FTHIP332raa
aa1 GABLEWALL ZONES (GENERIC BUILDING SHOWN)aa554545aaROOF ZONES (GENERIC BUILDING SHOWN)WOOD FRAMING1. ALL WOOD AND WOOD-BASED PRODUCTS HAS BEEN DESIGNED IN ACCORDANCE WITHNDS FOR WOOD CONSTRUCTION AND NDS SUPPLEMENT (2018)2. ALL STRUCTURAL SAWN LUMBER AND ENGINEERED WOOD PRODUCT SHALL BEIDENTIFIED BY GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTIONAGENCY3. ALL STRUCTURAL WOOD OR WOOD-BASED MEMBERS IN CONTACT WITH SOIL,CONCRETE, MASONRY, OR EXPOSED TO WEATHER SHALL BE PT ACCORDING TOAWPA U1 AND/OR AWPA M4, BASED ON INTENDED USE.4. REFERENCE FBC2304.10.1 FOR CODE PRESCRIBED CONNECTIONS. ALL FRAMINGCONNECTIONS SPECIFIED ON PLAN ARE IN ADDITION TO THESE MIN CODEREQUIREMENTSROOF, FLOOR, & WALL SHEATHING1. ALL WOOD STRUCTURAL PANEL SHEATHING SHALL CONFORM TO DOC PS 1 OR DOCPS 22. PANELS SHALL BE IDENTIFIED FOR GRADE, BOND CLASSIFICATION, ANDPERFORMANCE CATEGORY BY A GRADE MARK OR CERTIFICATE OF INSPECTIONISSUED BY AN APPROVED AGENCY3. SEE FRAMING NOTES FOR SHEATHING THICKNESS, SPAN RATING, FASTENING, ANDBLOCKING REQUIREMENTS4. ALL SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION (STRENGTH AXIS)PERPENDICULAR TO SUPPORTS UNO ON PLANCONCRETE1. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318 "BUILDING CODEREQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY" (2014)2. MIXING AND DELIVERY OF CONCRETE SHALL COMPLY WITH ACI 318, ACI 301, AND ASTMC94. CONCRETE SLUMP NOT TO EXCEED 6" IN ACCORDANCE WITH ASTM C1433. CONCRETE SHALL MEET THE MIN COMPRESSIVE STRENGTH (f'c) AT 28 DAYS ASFOLLOWS:a. SLABS ON GROUND AND FOOTINGSf'c = 2,500 psib. STRUCTURAL WALLS, BEAMS, AND COLUMNS f'c = 3,000 psi4. STEEL REINFORCING FOR FOOTINGS SHALL COMPLY WITH ASTM A615 DEFORMEDBARS AND HAVE A MIN YIELD STRENGTH OF 40,000 psi (GRADE 40)5. SEE FOUNDATION PLAN AND DETAILS FOR ALL ADDITIONAL CONCRETE AND REINFREQUIREMENTS AND SPECIFICATIONS6. SLABS ON GROUND SHALL BE REINFORCED PER ONE OF THE FOLLOWING METHODS:a. 6x6 W1.4xW1.4 WWF SHALL PLACED IN THE MIDDLE TO UPPER THIRD OF THE SLAB,SUPPORTED AT A MAX 3FT SPACING, AND SHALL CONFORM TO ASTM A1064/A1064M.EDGES SHALL BE LAPPED A MINIMUM OF 8"b. SYNTHETIC FIBER REINFORCEMENT - FIBER LENGTH BETWEEN 12"-214". DOSAGEAMOUNTS SHALL BE 0.75-3.0 POUNDS PER CUBIC YARD IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS AND SHALL COMPLY W/ ASTM C116MASONRY1. ALL MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH AND SHALL BECONSTRUCTED IN ACCORDANCE TO TMS 402 (2016)2. ALL CMU SHALL CONFORM TO ASTM C90 AND BE NORMAL WEIGHT W/ MINCOMPRESSIVE STRENGTH OF 2,000 psi (f'm = 1,500 psi)3. ALL MASONRY SHALL BE LAID IN RUNNING BOND PATTERN W/ FULL MORTAR BEDS4. MORTAR SHALL CONFORM TO ASTM C270 AND SHALL BE TYPE M OR TYPE S WITH MINCOMPRESSIVE STRENGTH OF 2,000 psi AT 28 DAYS.5. ALL GROUT USED IN MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITHASTM C476. GROUT SHALL HAVE THE MIN COMPRESSIVE STRENGTH OF 2,000 psi AT 28DAYS. GROUT SLUMP SHALL BE BETWEEN 8"-11"6. STEEL REINFORCING FOR MASONRY SHALL COMPLY WITH ASTM 615 DEFORMED BARSAND HAVE A MINIMUM YIELD STRENGTH OF 40,000 psi (GRADE 40)7. ALL MASONRY STEMWALL FOUNDATIONS AND WALL CELLS CONTAINING VERTICALREINF SHALL BE GROUT FILLED SOLID8. PRE-CAST LINTELS SHALL BE PROVIDED ABOVE ALL OPENINGS, TEMPORARYSHORING SHALL BE PROVIDED BY CONTRACTOR FOR ALL LINTEL SPANS 6FT ORGREATERPRE-ENGINEERED WOOD TRUSSES1. ALL PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED AND MANUFACTURED INACCORDANCE WITH ANSI/TPI 1 (2014)2. ALL TRUSSES SHALL BE PREPARED BY A DELEGATED LICENSED PROFESSIONALENGINEER IN THE STATE OF FLORIDA AND SHALL MEET OR EXCEED THE MIN DESIGNCRITERIA SPECIFIED ON THESE PLANS3. ALL TRUSS-TO-TRUSS, MULTI-PLY TRUSS CONNECTIONS, AND BEAMS PROVIDEDWITHIN THE ROOF AND/OR FLOOR SYSTEM ARE THE RESPONSIBILITY OF THEDELEGATED TRUSS ENGINEER AND SHALL BE SUBMITTED FOR APPROVAL TO THEEOR PRIOR TO FABRICATION4. TRUSSES SHALL BE INSTALLED AND BRACED IN ACCORDANCE WITH THE SBCA BCSI"GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING OF METALPLATE CONNECTED WOOD TRUSSES"5. ALL TRUSS UPLIFT REACTIONS & UPLIFT CONNECTORS REQ HAVE BEEN CALCULATEDBY THE EOR, CONNECTORS SPECIFIED ON THIS PLAN SET SUPERCEDE CONNECTORS& UPLIFTS SHOWN ON TRUSS MANUFACTURER'S SHOP DRAWINGS6. CONTACT EOR IF TRUSS CONSTRUCTION DOCUMENTS PROVIDED BY TRUSSMANUFACTURER DIFFERS FROM THE LAYOUT SHOWN ON THIS PLAN SETMETAL CONNECTOR SCHEDULESIMPSON USPQUICK-TIECONNECTION ATMEMBERANCHORAGEH2.5TRT7HA6(5) 8d x 1 12" EACH END- -H8RT8A HA8(5) 10d x 1 12" EACH END- -MTS12 MTW12 CSMTS12(7) 10d x 1 12" EACH END- -HTS20HTW20CSHTS20(11) 10d x 1 12" EACH END- -LGT3-SDS2.5 LUGT3 CSLGT3(12) 14"x2 12" SDS (WS25)TO GIRDER(26) 16d SINKERS TOSTUDSLGT4-SDS3 LUGT4 CSLGT4(16) 14"x3" SDS (WS3) TOGIRDER(30) 16d SINKERS TOSTUDSMSTA24 MSTA24 CSMS24(9) 10d COMMON EACHEND- -MSTA36 MSTA36 CSMS36(13) 10d COMMON EACHEND- -CS18 CS20 CS18-200(9) 10d COMMON EACHEND- -DTT2Z DTB-TZ HDTT(8) 14" x 1 12" WOODSCREWS12" Ø x 4 12" SCREWANCHOR OR EMBEDHTT4HTT45 HDTT45(18) 16d x 2 12"58" Ø ANCHOR W/ 6"EMBEDHTT5 HTT45 HDTT45(26) 16d x 2 12"58" Ø ANCHOR W/ 6"EMBEDABU44Z PAU44PBA44(12) 16d COMMON58" Ø ANCHOR W/ 7"EMBEDABU66Z PAU66 PBA66(12) 16d COMMON58" Ø ANCHOR W/ 7"EMBEDNAIL SIZESSPECIFICATIONDIAMETER(Ø)LENGTH8d COMMON0.131"2 12"RSRS-010.113"2 38"RSRS-030.131"2 12"10d x 1 12"0.148"1 12"10d0.131"3"10d COMMON0.148"3"16d SINKER 0.148"3 14"16d COMMON0.162"3 12"DESIGN CRITERIAGENERAL NOTESTHIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING: - FLORIDA BUILDING CODE - RESIDENTIAL, 7TH EDITION (2020)- ASCE/SEI 7-16 "MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES"WIND ( Cd = 1.60)WIND SPEED (MPH) EXPOSURE CATEGORYENCLOSURE CLASSIFICATIONOCCUPANCYRISK CATEGORYWIND BOURNE DEBRISSNOW ( Cd = 1.15)GROUND SNOW LOAD (pg)SEISMIC ( Cd = 1.60)RISK CATEGORYSEISMIC DESIGN CATEGORY (SDC)SITE CLASSRAIN LOAD DATARAIN INTENSITY, i (IN/HR)SOILS1. ALL SLABS ON GROUND AND FOOTINGS HAVE BEEN DESIGNED ASSUMINGNON-EXPANSIVE SOIL WITH A MIN ALLOWABLE SOIL CAPACITY OF 2,000 psf2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN A SOILS INVESTIGATIONREPORT FROM A LICENSED GEOTECHNICAL ENGINEER AND SHALL NOTIFY EOR IF ANYSOIL CONDITIONS DIFFER FROM THE ASSUMPTIONS STATED ON THIS PLAN SET3. FDN'S SHALL BE FULLY SUPPORTED BY UNDISTURBED NATURAL SOILS ORSTRUCTURAL COMPACTED FILL FREE OF ORGANICS, DEBRIS OR ANY OTHERDELETERIOUS MATERIAL.4. STRUCTURAL COMPACTED FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. ALL FILL GREATER THAN 12"IN DEPTH SHALL BE INSPECTED FOR PROPER COMPACTION PRIOR TO CONCRETEPOUR IN ACCORDANCE WITH ASTM D15575. SOILS SHALL BE TREATED FOR SUBTERRANEAN TERMITES OR BY OTHER CODEAPPROVED TERMITE PREVENTION METHOD AND IS THE RESPONSIBILITY OF THECONTRACTOR.6. SLABS ON GROUND SHALL BE PLACED OVER A MIN 6-MIL (0.006") POLYETHYLENEVAPOR RETARDER, ALL JOINTS SHALL BE LAPPED A MINIMUM OF 6"NOTE: ALL CONNECTIONS ON PLAN SHALL BE W/10d, UNONOTES:1. ALL CONNECTORS SPECIFIED PER SIMPSON STRONG-TIE "WOOD CONSTRUCTIONCONNECTORS" CATALOG (2021-2023), USP "STRUCTURAL CONNECTORS," 60TH EDITION(2022), & QUICK-TIE "PRODUCT CATALOG" (FALL 2021)2. ALL CONNECTORS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS3. ANY CONNECTORS NOT SPECIFIED IN TABLE ABOVE, SHALL BE INSTALLED PER THEMANUFACTURER'S SPECIFICATIONS4. POSITIVE PLACEMENT GUN NAILS W/ EQUAL DIAMETER & MIN 2 12" LONG MAY BE USEDILO COMMON NAILS ON CS18 STRAPS, MSTA STRAPS, AND ABU POST BASE ANCHORS5. PLAN SPECIFIED CONNECTORS MAY BE SUBSTITUTED W/ EQUAL OR GREATERALTERNATIVE AS DETERMINED BY PRODUCT MANUFACTURER6. ALL POST-INSTALLED AND EMBED ANCHORS IN CONCRETE SHALL BE INSTALLED W/SIMPSON SET-XP, AT-XP, QUICK-TIE QE-1, OR EQUIVALENT7. FASTENERS, CONNECTORS, AND ACCESSORIES IN CONTACT WITH PT WOOD SHALL BEHOT-DIPPED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS8. IF FOR EXTERIOR USE OR WITH ACQ/CA/MCA TREATED WOOD, CONNECTORS &FASTENERS SHALL BE HOT-DIPPED GALVANIZED, G-185 (Z-MAX), OR STAINLESS STEELWATERPROOFING1. DESIGN AND INSTALLATION OF ALL WATERPROOFING, FLASHING, AND ROOF/WALLCOVERING ASSEMBLIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND/ORARCHITECT OF RECORD.3e2naaaa3r3e2n3r2e12r 2e12r3e2n3r3e2n3rFLOOR LOADING (Cd = 1.00) TC LLTC DLBC LLBC DLBALCONIES/DECKS 60 psf10 psf0 psf5 psfGAME ROOMS 60 psf10 psf0 psf5 psfALL OTHER AREAS 40 psf10 psf0 psf5 psf ROOF LOADING (Cd = 1.25)TC LLTC DLBC LLBC DLSHINGLE/METAL 20 psf7 psf10 psf * 5 psfTILE20 psf15 psf10 psf *5 psf* BC LL NON-CONCURRENT W/ OTHER LL's. INCREASE BC LL TO 20psf IN ATTICAREAS W/ STORAGEDEFLECTION CRITERIAFLOOR: LL L/360TL L/240ROOF: LL L/240TL L/180WALLS: WIND L/360 (STUCCO)WIND L/240 (BRITTLE)WIND L/180 (FLEXIBLE)3311a
a 12r2e2e2e2e2r2r2r2rABBREVIATIONSACI AMERICAN CONCRETE INSTITUTEADDT ADDITIONALANSI AMERICAN NATIONAL STANDARDS INSTITUTEAPA THE ENGINEERED WOOD ASSOCIATIONARCH ARCHITECTURAL DRAWINGSASCE AMERICAN SOCIETY OF CIVIL ENGINEERSASD ALLOWABLE STRESS DESIGNASTM AMERICAN SOCIETY FOR TESTING AND MATERIALSATR ALL-THREAD RODAWPA AMERICAN WOOD PROTECTION ASSOCIATIONBC BOTTOM CHORDBCSI BUILDING COMPONENT SAFETY INFORMATIONBRG BEARINGC&C COMPONENTS & CLADDINGCLG CEILINGCONC CONCRETECdLOAD DURATION FACTORCONT CONTINUOUSCONV CONVENTIONALCMU CONCRETE MASONRY UNITDBL DOUBLEDIAG DIAGONALDL DEAD LOADDOC DEPARTMENT OF COMMERCEEOR ENGINEER OF RECORDEW EACH WAYEWP ENGINEERED WOOD PRODUCTf'c CONCRETE COMPRESSIVE STRENGTHFBC FLORIDA BUILDING CODEFDN FOUNDATIONFFE FINISHED FLOOR ELEVATIONf'm MASONRY COMPRESSIVE STRENGTHFRC FLORIDA RESIDENTIAL CODEFT FEETFTG FOOTINGGCpiINTERNAL PRESSURE COEFFICIENTHDR HEADERHGT HEIGHTILO IN LIEU OFksi KIPS PER SQUARE INCHLL LIVE LOADLSL LAMINATED STRAND LUMBER (1.55E- 1 34" WIDE PLIES UNO)LVL LAMINATED VENEER LUMBER (2.0E- 1 34" WIDE PLIES UNO)MAX MAXIMUMMIN MINIMUMNDS NATIONAL DESIGN SPECIFICATIONNo. NUMBEROC ON CENTEROSB ORIENTED STRAND BOARDPERP PERPENDICULARPLT PLATEpsf POUNDS PER SQUARE FOOTpsi POUNDS PER SQUARE INCHPT PRESSURE TREATEDREINF REINFORCEMENTREQ REQUIREDRSRS ROOF SHEATHING RING SHANKSBCA STRUCTURAL BUILDING COMPONENTS ASSOCIATIONSEI STRUCTURAL ENGINEERING INSTITUTESF SQUARE FEET (AREA)SIM SIMILAR TO DETAIL/CALLOUTSPF SPRUCE PINE FIRSW SHEARWALLSYP SOUTHERN YELLOW PINETC TOP CHORDTL TOTAL LOADTMS THE MASONRY SOCIETYTOP TOP OF PLATETOM TOP OF MASONRYTPI TRUSS PLATE INSTITUTETYP TYPICALULT ULTIMATEUNO UNLESS NOTED OTHERWISEW/ WITHW/O WITHOUTWSP WOOD STRUCTURAL PANELWWF WELDED WIRE FABRICDESCRIPTIONDATESHEET NUMBERREVISIONS13241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 7769312-27-2023BDPXN23-0109DUVAL COUNTY
ATLANTIC BEACH, FL 32233
2011 BEACH AVE
BARNWELL RESIDENCE
S0.1PILE PLACEMENTPLANScale: 1/4"=1'-0"PILE PLACEMENT PLAN0.1THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY ADAM K. RUSSELL, PE ON USING ADIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.12-27-2023DESCRIPTIONDATESHEET NUMBERREVISIONS13241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 7769312-27-2023BDPXN23-0109DUVAL COUNTY
ATLANTIC BEACH, FL 32233
2011 BEACH AVE
BARNWELL RESIDENCE 74'-8"4'-0"9'-4"9'-11"8'-0"11'-5"11'-0"11'-0"10'-0"33'-4"11'-2"11'-0"11'-2"74'-8"10'-0"11'-0"11'-0"11'-5"7'-11"11'-8"11'-8"33'-4"
8'-3"8'-3"6'-2"10'-8"10'-0"11'-0"11'-0"11'-6"7'-1012"11'-8"11'-8"4'-0"9'-4"9'-11"41'-5"10'-0"15'-2"9'-1"9'-1"15'-2"9'-1"
8'-3"6'-11"1'-4"7'-9"8'-8"
8'-3"8'-3"6'-2"2'-0"8'-8"FOUNDATION NOTES:SEE CONCRETE AND SOIL GENERAL NOTES SHEET S0.0 FOR ALL ADDITIONALSPECIFICATIONS.AUGER CAST PILES1. MINIMUM COMPRESSIVE STRENGTHf'c= 5,000psi @ 28 DAYS2. MINIMUM DIAMETER14"3. REINFORCED W/:a. (6) No.5 VERTICALS EVENLY SPACED -MIN 3" COVERb. No.3 CIRCULAR TIES AT MAX 12" OC - TIES TO HAVE MIN 6" LAP W/ STD.HOOK AT EACH END4. REINF SHALL BE MIN GRADE 40 AND LAPPED AS FOLLOWS:a. No.4 (48) BAR DIAMETERS MIN 24" LAPb. No.5(48) BAR DIAMETERS MIN 30" LAPNOTE: FOUNDATION DESIGNED PER GEOTECHNICALREPORT BY ECS FLORIDA, LLC(PROJECT #35:32658) DATED 06-05-2023MAX ASSUMED PILE CAPACITY = 50 TONSAUGER-CAST PILE DETAILA(6) No.5 VERTICALBARS (MIN 3" COVER)No.3 CIRCULAR TIES@ MAX 12" OCMIN 6" LAP14"ØAUGER-CASTPILE (5000 PSI)2'-0"1'-4"(4) No.5 TOPAND BOTTOMAS SHOWNMIN 3" COVER, TYP24"Wx16"D CONT. GRADEBEAM - SEE SHEET S0.2,UNO ON PLANGRADE BEAM DETAILBMIN 4" PILE EMBEDMENT INTO
THICKENED GRADE
BEAM @ EACH PILE
GRADE BEAM & PILE DETAILCTOP OF GRADE BEAMPER LEGEND (NAVD)PILE TIP BEARING @ -10.0'± (NAVD) No.3 STIRRUPS @ 8" OCWITHIN 4'-0" OF EACH PILEAND 48" OC THROUGHOUTMIN 3" COVER, TYP14"ØAUGER-CASTPILE (5000 PSI)(6) No.5 VERTICALBARS (MIN 3" COVER)W/ No.3 CIRCULARTIES @ MAX 12" OCMIN 4" PILE EMBEDMENT INTO
THICKENED GRADE
BEAM @ EACH PILE
1'-4"(4) No.5 TOP ANDBOTTOM AS SHOWN24"Wx16"D CONT. GRADE BEAM- SEESHEET S0.2(20" DEPTH @ EACH PILE AS SHOWN)2'-0"TOP OF GRADE BEAM PERTABLE BELOW (NAVD)TOP OFPILENo.3 STIRRUPS @ 8" OCWITHIN 4'-0" OF EACH PILEAND 48" OC THROUGHOUTGRADE BEAM ELEVATION LEGENDTOP OF PILE/LOWESTHORIZONTAL STRUCTURALMEMBER PER TABLE BELOW(NAVD)TOP/BOTTOM OF GRADE BEAM ELEVATION (NAVD)HATCH24.00'/22.67' - INTERIOR20.00'/18.67' - TYPICAL100 - YEAR STORM DESIGN GRADE ELEVATION = 4.41' NAVD100 - YEAR STORM WAVE CREST ELEV = 16.30' NAVD20.67'/19.34' - INTERIOR GARAGE14"Ø AUGER-CASTPILE (5000 PSI), SEEDETAIL A, THISSHEET, TYP24"x16" CONT. GRADEBEAM SEE DETAIL B,THIS SHEET, TYP24"x16" CONT. GRADEBEAM SEE DETAIL B,THIS SHEET, TYP0'-5"
9'-1"06-06-2023106-06-2023106-06-20231REV PILEDEPTH
THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY ADAM K. RUSSELL, PE ON USING ADIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.12-27-2023S0.2FOUNDATIONPLANDESCRIPTIONDATESHEET NUMBERREVISIONS13241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 7769312-27-2023BDPXN23-0109DUVAL COUNTY
ATLANTIC BEACH, FL 32233
2011 BEACH AVE
BARNWELL RESIDENCE 75'-4"10'-0"52'-0"9'-4"4'-0"34'-0"75'-4"10'-0"65'-4"15'-2"3'-0"47'-2"34'-0"
23'-4"2'-0"8'-8"
2'-01
2"9'-3"
0'-9"
9'-3"2'-01
2"23'-4"3'-0"16'-10"9'-6"3'-10"11'-6"9'-2"5'-4"16'-10"0'-6"3'-2"30'-4"FORM AND POUR SHOWERCURB W/ (1) CONT No.5 BAR& VERTICALS @ 48" OC1SD.01SD.01SD.04SD.04SD.04SD.09SD.04SD.04SD.02SD.02SD.03SD.03SD.06SD.06SD.0TYP @GRADE BEAMTYP @GRADE BEAM1SD.03SD.0SLAB NOTES:SEE CONCRETE AND SOIL GENERAL NOTES SHEET S0.0 FOR ALL ADDITIONALSPECIFICATIONS.STRUCTURAL SLAB ON GROUND1. MINIMUM COMPRESSIVE STRENGTHf'c= 3,000psi AT 28 DAYS2. MINIMUM THICKNESS6" (EXCEPT @ GARAGE)3. REINFORCED W/ No.5 BARS @ 12" OC W/ 3" CLEAR COVER, SEE PLAN4. TIE STRUCTURAL SLAB INTO STEMWALL AND/OR GRADE BEAMS W/(1) No.5 BENT BAR @ MAX 24" OCFOUNDATION DESIGN PER ASCE 24-14"FLOOD RESISTANT DESIGN ANDCONSTRUCTION"ALL ELEVATIONS SHOWNARE NAVD - UNO ON PLAN8" THICK STRUCTURAL SLAB W/No.5 @ 12" OC REQ'D ATGARAGE, SEE STRUCTURALSLAB ON GROUND NOTESScale: 1/4"=1'-0"FOUNDATION PLAN0.2FOUNDATION NOTES:STEMWALL FOUNDATIONS1. ALL MASONRY UNITS SHALL BE 8" NOMINAL WIDTH AND LAID IN RUNNINGBOND PATTERN2. SEE FOUNDATION DETAILS FOR ALL REINF SIZE AND SPACINGREQUIREMENTS3. SEE FOUNDATION DETAILS FOR DOWEL SIZING AND SPACING4. ALL VERTICAL DOWELS TO HAVE STANDARD HOOK AND TIE INTO FOOTINGREINF5. ALL VERTICAL DOWELS SHALL EXTEND MIN 25" OUT OF FOOTING TO LAPW/ VERTICAL REINF6. VERTICAL REINF TO HAVE STANDARD HOOK AND TIE INTO CHAIRBLOCK/BOND BEAM HORIZONTAL REINF6SD.0TYP @GRADE BEAM2SD.0SD.05TYP @ CHANGE INGRADE BEAM ELEV3REV 12-27-20236'-10"5'-4"39'-10"2'-0"312-27-2023ADDED CHIMNEYMIN 8" DEEP CANTILEVERSLAB @ FIREPLACE W/No.5 @ 8" OC EW, TYPWHERE HATCHED
SD.0FOUNDATIONDETAILSDESCRIPTIONDATESHEET NUMBERREVISIONS13241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 7769312-27-2023BDPXN23-0109DUVAL COUNTY
ATLANTIC BEACH, FL 32233
2011 BEACH AVE
BARNWELL RESIDENCE12345679 24" LONG No.4 OR No.5 BAR ATMID-HEIGHT OF SLABTYPICAL WALL FTG REINFRE-ENTRANT CORNER REINFORCEMENTMIN 2"GRADE BEAM REINFORCING DETAIL0'-6"EXTEND REINFORCING TOEDGE OF GRADE BEAM ASSHOWN, BEND 90 °AND LAPOUTSIDE BARS MIN 24"REINFORCING AT INTERSECTING BEAMSMIN 24"MIN 24"TYPICAL SHEAR REINFORCING PERGRADE BEAM DETAILCORNER BARS TO LAP EACHREINFORCING BAR MIN 30" ASSHOWNTYPICAL REINFORCING AT CORNERSMIN 30"MIN 30"TYPICAL SHEARREINFORCINGPER GRADEBEAM DETAILSPLAN VIEW DETAILNON-LOAD BEARING STEP IN STRUCTURAL SLAB6" CONC SLAB W/REINF PER PLANSTEP PER ARCH PLANS12" MIN6" CONC SLAB W/REINF PER PLANPROVIDE (1) CONT.NO.5 @ TOP OF STEP24"x16" CONT. GRADEBEAM @ F.F.E, SEESHEET S0.114"Ø AUGER-CAST PILE(5000 PSI) PER PLANMIN 4" PILE
EMBEDMENT
INTO GRADE BEAM 24"x12" CONCRETE COLUMN W/ (4)No.5 VERTICALS & No.3 LATERAL TIES@ 12" OC, POUR INTEGRALLY W/STRUCTURAL SLAB GRADE BEAMPROVIDE 24" GAP IN CMU STEMWALL@ EACH INTERIOR BEAMINTERSECTION LOCATIONMIN 12"GRADE BEAM INTERSECTION DETAIL24"Wx16"D CONT.GRADE BEAM(20" DEPTH @ EACH PILEAS SHOWN)14"Ø AUGER-CAST PILE(5000 PSI) PER PLAN24"Wx16"D CONT.GRADE BEAM(20" DEPTH @ EACH PILEAS SHOWN) 16.30' 100-YR WAVE CRESTELEVATION (NAVD)PILE TIP BEARING @ -10.0' ± (NAVD) MIN 4" PILE EMBEDMENT INTOTHICKENED GRADE BEAM @ EACH PILE 4.41' 100-YR ELEVATION GRADE(NAVD)TOP OF PILE LOWESTHORIZONTAL STRUCTURALMEMBER 18.67' (NAVD) TOP OF GRADE BEAM20.00' (NAVD) 1ST LEVEL F.F.E 24.00' (NAVD)PROVIDE No.5 VERTICAL TOMATCH WALL RINF W/ STDHOOK INTO FTG. EXTEND TOLAP W/ WALL REINF MIN 25"8" MASONRY SOLID-FILLEDSTEMWALLNo.5 VERTICAL WALLREINFORCEMENT @ 48" OCSPACING6" STRUCTURAL SLABPER PLAN W/ No.5 @12" OC EACH WAY8" BOND BEAM W/ CONT. No.5TYPICAL EXTERIOR WALL SECTION @ FOUNDATION14"Ø AUGER-CAST PILE(5000 PSI) PER PLAN24"Wx16"D CONT.GRADE BEAM(20" DEPTH @ EACH PILEAS SHOWN) 16.30' 100-YR WAVE CRESTELEVATION (NAVD)PILE TIP BEARING @ -10.0' ± (NAVD) MIN 4" PILE EMBEDMENT INTO
THICKENED GRADE
BEAM @ EACH PILE 4.41' 100-YR ELEVATION GRADE(NAVD)TOP OF PILE LOWESTHORIZONTAL STRUCTURALMEMBER 18.67' (NAVD) TOP OF GRADE BEAM20.00' (NAVD) TOP OF STEMWALL 24.00' (NAVD)8" MASONRY SOLID-FILLEDSTEMWALLNo.5 VERTICAL WALLREINFORCEMENT @ 48" OCSPACING8" STRUCTURAL SLAB @GARAGE PER PLAN W/No.5 @ 12" OC EACH WAY8" BOND BEAM W/ CONT. No.5 GARAGE F.F.E 20.67' (NAVD)14"Ø AUGER-CAST PILE(5000 PSI) PER PLAN24"Wx16"D CONT.GRADE BEAM(20" DEPTH @ EACH PILEAS SHOWN) 16.30' 100-YR WAVE CRESTELEVATION (NAVD)PILE TIP BEARING @ -10.0' ± (NAVD) MIN 4" PILE EMBEDMENT INTO
THICKENED GRADE
BEAM @ EACH PILE 4.41' 100-YR ELEVATION GRADE(NAVD)TOP OF PILE LOWESTHORIZONTAL STRUCTURALMEMBER 18.67' (NAVD) TOP OF GRADE BEAM20.00' (NAVD) 1ST LEVEL F.F.E 24.00' (NAVD)8" MASONRY SOLID-FILLEDSTEMWALLNo.5 VERTICAL WALLREINFORCEMENT @ 48" OCSPACING6" STRUCTURAL SLABPER PLAN W/ No.5 @12" OC EACH WAY8" BOND BEAM W/ CONT. No.58" STRUCTURAL SLAB @GARAGE PER PLAN W/No.5 @ 12" OC EACH WAYTYPICAL EXTERIOR WALL SECTION @ GARAGE FOUNDATIONGARAGE TO MAIN HOUSE FOUNDATION14"Ø AUGER-CAST PILE(5000 PSI) PER PLAN24"Wx16"D CONT.GRADE BEAM(20" DEPTH @ EACH PILEAS SHOWN) 16.30' 100-YR WAVE CRESTELEVATION (NAVD)PILE TIP BEARING @ -10.0' ± (NAVD) MIN 4" PILE EMBEDMENT INTO
THICKENED GRADE
BEAM @ EACH PILE 4.41' 100-YR ELEVATION GRADE(NAVD)TOP OF PILE LOWESTHORIZONTAL STRUCTURALMEMBER 18.67' (NAVD) TOP OF GRADE BEAM20.00' (NAVD) TOP OF FRONT/REAR PORCH23.67' (NAVD)8" MASONRY SOLID-FILLEDSTEMWALLNo.5 VERTICAL WALLREINFORCEMENT W/ STDHOOK INTO FTG @ 48" OCSPACINGOFF-GRADEDECK PER PLAN2x8 No.2 SYP PT PLATE TO BONDBEAM AT FRONT PORCH W/ 12"Ø x6" LONG TITEN HDOR 12" x 6" LONG J-HOOK ANCHORBOLT @ MAX 48" OCFOUNDATION @ OFF-GRADE FLOOR8CONT. GRADE BEAMREINFORCEMENT PER PLAN2'-0"11116" STRUCTURAL SLABPER PLAN W/ No.5 @12" OC EACH WAYMIN 4" PILE EMBEDMENT INTOTHICKENED GRADE BEAM @ EACH PILE14"ØAUGER-CASTPILE (5000 PSI)24"Wx16"D CONT.GRADE BEAM(20" DEPTH @ EACHPILE AS SHOWN)TYPICAL INTERIOR GRADE BEAM & PILE SECTIONPROVIDE No.5 VERTICAL TOMATCH WALL RINF W/ STDHOOK INTO FTG. EXTEND TOLAP W/ WALL REINF MIN 25"PROVIDE No.5 VERTICAL TOMATCH WALL RINF W/ STDHOOK INTO FTG. EXTEND TOLAP W/ WALL REINF MIN 25"06-06-2023106-06-20231REV PILEDEPTH
S0.3OFF-GRADEFLOOR PLANDESCRIPTIONDATESHEET NUMBERREVISIONS13241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 7769312-27-2023BDPXN23-0109DUVAL COUNTY
ATLANTIC BEACH, FL 32233
2011 BEACH AVE
BARNWELL RESIDENCEScale: 1/4"=1'-0"OFF-GRADE FLOOR PLAN0.32x10 No. 2 SYP PT LEDGER, FASTENTO STEMWALL W/ (2) ROWS 14"Ø x 314"LONG TAPCONS @ 16" OC,STAGGERED2x10 No. 2 SYP PT LEDGER, FASTENTO STEMWALL W/ (2) ROWS 14"Ø x 314"LONG TAPCONS @ 16" OC,STAGGERED2x10 No.2 SYP PT FLOOR JOISTS@ 16" OC, SEE OFF-GRADE DECKFRAMING NOTES2x10 No.2 SYP PT FLOOR JOISTS@ 16" OC, SEE OFF-GRADE DECKFRAMING NOTES2x10 No.2 SYP PT RIM BOARD,FASTEN TO EACH JOIST W/ (5) 10d2x10 No.2 SYP PT RIM BOARD,FASTEN TO EACH JOIST W/ (5) 10dOFF-GRADE PORCH FRAMING NOTES:FLOOR JOISTSNo.2 SYP PT, UNO1. ALL FLOOR JOISTS SHALL BE 2x10 SPACED @ MAX 16" OC, UNO2. PROVIDE (2) 2x10 END JOIST WHERE SHOWN ON PLAN3. ATTACH EACH JOIST TO BEAM/LEDGER W/ LUS210 (LUS210-2 @ DBL JOISTS)4. PROVIDE FULL DEPTH BLOCKING AT INTERMEDIATE BEARING LOCATIONS & ATJOIST MID-SPAN BETWEEN EACH JOIST W/ (3) 10d TOE NAILS EACH END5. PROVIDE 2x10 No.2 SYP PT RIM BOARD AT PERPENDICULAR ENDS OF JOISTS.FASTEN TO EACH JOIST W/ (5) 10d2x10 No.2 SYP PT FLOORJOIST @ MAX 16" OC, PERPLAN. FASTEN TO PT PLT W/(3) 10d TOE-NAILS2x_ No.2 SYP PT RIM BOARD,FASTEN TO EACH FLOORJOIST W/ (5) 10d FACE-NAIL2x10 No. 2 SYP PT LEDGER, FASTENTO STEMWALL W/ (2) ROWS 14"Ø x 314"TAPCONS @ 16" OC, STAGGERED2x8 No.2 SYP PTBOTTOM PLT, ANCHORTO BOND BEAM PERFRAMING NOTES.FOUNDATION PER PLANFOUNDATION PER PLANScale: 1/4"=1'-0"OFF-GRADE FLOOR DETAIL0.40.4S0.30.4S0.3
S1.01st LEVELFRAMINGScale: 1/4"=1'-0"1ST LEVEL FRAMING PLAN1.0THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY ADAM K. RUSSELL, PE ON USING ADIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.12-27-2023PLANK HDRSIZEMAXCLEARSPAN2x44' 8''2x6 6' 10''(2) 2x46' 7''(2) 2x69' 8''**IF ( ) SHOWN, (2) SDWC15600 REQTOP PLT TO STUD11CS18DTT2ZHEADER CALLOUT112 2x6No. OF HDR PLIESHDR SIZENo. OF JACK STUDSNo. OF KING STUDSSTUD GROUP CALLOUTNo. OF STUDS REQ, MATCH WALLWIDTH UNOHOLDDOWN/STRAP TOFRAMING BELOWINTERIOR LOAD BRG WALL W/ UPLIFTINTERIOR LOAD BRG WALL W/O UPLIFTHDR/BEAMLEGEND & SYMBOLS2 CS182SNo. OF HOLDDOWN/STRAPSREQ (IF MULTIPLE)HEADER UPLIFT CONNECTION CALLOUTTYPE OF STRAP REQHOLDDOWN/STRAP TOFRAMING BELOWNo. OF HOLDDOWN/STRAPSREQNo. OF HDR TO JACKSTRAPS REQFRAMING NOTES:BOTTOM PLATENo.2 SYP (PT @ 1ST LEVEL)1. 1ST LEVEL BOTTOM PLT TO BE ANCHORED TO SLAB W/ 12"Ø x 6" LONG TITEN HDOR 12"Ø A36 (36ksi) ATR EPOXY ANCHOR W/ NUT AND 3" SQUARE x 0.229"WASHER2. ANCHORS TO BE INSTALLED EACH SIDE OF OPENING (MIN 6" FROM JACK/KINGGROUP), WITHIN 12" OF THE PLT BREAK AND @ MAX 48" OC, SEE NOTE 18 FORSHEARWALL ANCHOR SPACING3. MIN (2) ANCHORS PER PLT SEGMENT4. 2ND LEVEL BOTTOM PLT TO RIBBON BOARD/TOP CHORD BELOW W/ 10d @ 6"OC, SEE NOTE 18 FOR SHEARWALL NAIL SPACINGDOUBLE TOP PLATENo.2 SYP5. ALL TOP PLATES TO BE DOUBLED - FASTEN TOP PLATES TOGETHER W/ (2)ROWS 10d @ MAX 12" OC STAGGERED6. END JOINTS OF DBL TOP PLT TO BE OFFSET MIN 48" AND SPLICED TOGETHERW/ MIN (2) ROWS 10d @ 6" OC STAGGERED, MIN (16) 10d ALONG SPLICE7. LAP ALL TOP PLT AT CORNERS OF EXTERIOR WALLS AND INTERSECTIONS WITHINTERIOR LOAD BRG WALLS, FASTEN PLATES TOGETHER AT LAP W/ (3) 10dFACE-NAILSSTUDSNo.2 SPF OR No.2 SYP8. FASTEN ALL STUDS TO TOP AND BOTTOM PLT W/ MIN (4) 10d TOE-NAILS OR (3)10d FACE-NAILS9. FASTEN ALL MULTI-STUD GROUPS TOGETHER W/ (2) ROWS 10d @ 12" OCSTAGGEREDHEADER FRAMINGNo.2 SYP, LSL, OR LVL10.SEE FRAMING PLAN FOR ALL HDR LOCATIONS, SIZING AND STRAPPINGREQUIREMENTS. SEE HDR CALLOUT BELOW FOR ADDITIONAL INFORMATION11.FASTEN ALL PLIES OF HDR TOGETHER W/ (2) ROWS 10d @ 12" OC STAGGERED12.FASTEN HEADER TO KING STUDS PER THE FOLLOWING:a. 2x4 OR 2x6 HEADER(4) 10d TOE-NAILS OR FACE-NAILSb. 2x8 OR 2x10 HEADER(6) 10d TOE-NAILS OR FACE-NAILSc. 2x12, LSL OR LVL HEADER (8) 10d TOE-NAILS OR FACE-NAILS13.SEE WSP HEADER DETAIL C4/SD.1 FOR INSTALLATION SPECIFICATIONS14.MIN (2) JACK STUDS REQ BETWEEN OPENINGS, SEE DETAIL B4/SD.1 FORINSTALLATION SPECIFICATIONSWALL SHEATHING15.SHEATH ALL EXTERIOR WALLS W/ 716" 24/16 SPAN RATED OSB OR PLYWOOD.SHEATHING SHALL BE INSTALLED HORIZONTALLY OR VERTICALLY WITH 2x4 MINSPF BLOCKING AT ALL HORIZONTAL PANEL EDGES16.FASTEN SHEATHING TO WALL FRAMING W/ 8d COMMON @ 6" OC AT ALL PANELEDGES AND 12" OC IN THE FIELD, UNO ON PLAN17.FASTEN SHEATHING TO EACH STUD OF MULTI-PLY STUD GROUP AND EACHKING STUD W/ 8d COMMON @ 12" OC18.SPECIAL SHEARWALL SHEATHING: FASTEN MIN 716" 24/16 SPAN RATED OSB ORPLYWOOD TO WALL FRAMING W/ 8d COMMON @ 6" OC AT ALL PANEL EDGESAND 12" O.C. IN THE FIELD, UNO ON PLAN. PROVIDE THE FOLLOWING BOTTOMPLT ANCHORAGE & CONNECTIONS @ EACH END OF SHEARWALL EXTENTS ASDENOTED ON FRAMING PLAN. SEE TYPICAL SHEARWALL FRAMING ELEVATIONON DETAIL SHEETS.PLAN NOTE LEVELNO. STUDSREQ. EACHENDHOLDDOWN/STRAPPING REQ.EACH END*BOTTOM PLTANCHOR/NAILSPACINGNOTE 18a1ST2DTT2Z48" OCUPPER(1) CS18 6" OCNOTE 18b1ST2HTT4 24" OCUPPER(2) CS18 3" OCNOTE 18c1ST3HTT5 24" OCUPPER(3) CS18 3" OCNOTE 18d1ST3HDQ8-SDS3 24" OCUPPER(1) MSTC403" OC*NOTE: SHOULD TWO ADJACENT SHEARWALLS SHARE A CORNER, THE HOLDDOWNWITH LESS CAPACITY MAY BE OMITTED PROVIDED THE CORNER STUDS AREFASTENED TOGETHER PER THE FRAMING NOTES ABOVE.WALL TYPEMAXWALLHEIGHTSTUDS REQUIREDEXTERIOR9' 1-1/8" 2x6@ 16'' O.C.10' 1-1/8"2x6@ 16'' O.C.INTERIOR LOADBRGALL2x_ @ MAX 16" OCINTERIORNON-LOAD BRGALL2x_ @ MAX 24" OCNOTE 18cEDGE NAIL SHEATHING @ 3" OCNOTE 18bNOTE 18bNOTE 18c
NOTE 18c
NOTE 18c
EDGE NAIL SHEATHING @ 3" OC
EDGE NAIL SHEATHING @ 3" OC
NOTE 18c
EDGE NAIL SHEATHING @ 3" OC
EDGE NAIL SHEATHING @ 3" OC
NOTE 18cEDGE NAILSHEATHING @ 3" OC
GIRDER FG01
GIRDER B01GIRDER FG03GIRDER FG0422 111 14" LVL212 2x8212 2x6NOTE 14212 2x6NOTE 14SINGLE SIDED
PORTAL FRAME
A5SD.2(2) 2x12 CONT HDR (LENGTH = 11'-01
2")
SINGLE SIDED
PORTAL FRAME
A5SD.2(2) 2x12 CONT HDR (LENGTH = 11'-01
2")212 2x6212 2x8212 2x6212 2x6NOTE 14212 2x6212 2x6SINGLE SIDEDPORTAL FRAME A5SD.2(3) 2x12 CONT HDR (LENGTH = 11'-11"), NOTE 14 212 2x6PORTAL FRAME @EACH SEGMENT A5SD.2212 2x6(2) 2x12HUC210-2HUC210-2SD.2B56x6 POST(4) TOTALTYP @PORCHB7SD.2(2) 2x12(2) 2x12(2) 2x12SEE DETAILB6/SD.2SD.2B56x6 POSTB7SD.2TYP @PORCHDTT2Z2SDTT2Z2S12CS18HTT4DTT2Z2SHTT43SHTT43SHTT43SHTT43S- -2S- -2S11CS18DTT2Z@ WINDOWSEATSD.3A9@ WINDOWSEAT, SIMSD.3C10SHED ROOFBRACKET, (3) TOTAL6x106x10DESCRIPTIONDATESHEET NUMBERREVISIONS13241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 7769312-27-2023BDPXN23-0109DUVAL COUNTY
ATLANTIC BEACH, FL 32233
2011 BEACH AVE
BARNWELL RESIDENCEHTT42SGIRDER F14
HTT42SGIRDER FGE04
SD.2A7(3) 2x12(3) 2x12(3) 2x12DTT2Z2SDTT2Z2S11CS18DTT2Z222 2x812CS18HTT411CS18DTT2ZNOTE 18c
EDGE NAIL SHEATHING
@ 3" OC
113 2x122REV 06-19-2023212 2x82REV 06-19-202306-19-20232SHORTENEDWINDOW SEATSINGLE SIDEDPORTAL FRAMESINGLE SIDEDPORTAL FRAMEA5SD.2(2) 2x12 CONT HDR (LENGTH = 5'-012")(2) 2x12 CONT HDR(LENGTH = 8'-3"), NOTE 14A5SD.2HUC210-2SD.3A9(3) 2x12 CONT HDR (LENGTH = 13'-012"), NOTE 14
3REV 12-27-20233REV 12-27-2023@ CHIMNEYFRAMINGSD.3C11312-27-2023ADDED CHIMNEY222 2x10
HHUS46
HHUS46
HHUS46
HHUS46
HHUS46
HHUS46
HHUS46
HHUS46
F05
FGE04
F09
J05FGE02F04
F08
F13 FG04F01
F07
F13
FG01
F01
F06
F12
J05F02
F04
F10
J05F02 F04
F10
J05F05
F14
F09
J05FGE01
F03
F07
F13 FG03F01
F07
F13
GE01F01
F04
F11
J05F02 F04
F10
J05F05F01
F10
J05F05
FGE03
F08
J05F03
F07
F13
F01
F06
F12
GE01F01
F04
F11
J05F02
B01
F04
F10
J0534'10'52'9'4"4'23'4"2'8'8"75'4"1'10"42'2'2'2'2'2'2'2'1'4"2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'6"4
1'10"12
1'9"2'2'1'10"4
1'1"82'S1.11st LEVELROOF/FLOORScale: 1/4"=1'-0"1ST LEVEL ROOF/FLOOR PLAN1.1THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY ADAM K. RUSSELL, PE ON USING ADIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.12-27-2023FLOOR TRUSSES7. FASTEN ALL FLOOR TRUSSES TO DBL TOP PLT W/ (3) 10d TOE-NAILS8. SEE TRUSS PLAN AND TYPICAL DETAILS B1 TO B3 FOR ALL ADDITIONAL UPLIFTCONNECTIONS REQ9. TRUSSES SHALL BE INSTALLED AND BRACED IN ACCORDANCE W/ THE SBCA BCSIGUIDE10.WHERE TRUSSES BEAR PERPENDICULAR TO SUPPORTS INSTALL CONT. 2x_ No.2SYP RIBBON BOARD AS SHOWN IN DETAIL B1/SD.1, ATTACH RIBBON BOARD TOEACH TRUSS W/ MIN (4) 10d FACE-NAILS11.PROVIDE CRIPPLE STUDS/SQUASH BLOCKS WITHIN FLOOR SYSTEM BELOW UPPERLEVEL MULTI-PLY STUD GROUPS, STUD/BLOCK PLIES TO MATCH No. PLIES ABOVE.12.PRE-MANUFACTURED SHEAR PANELS TO BE INSTALLED AS SHOWN IN TRUSSLAYOUT, FASTEN TO WALL DBL TO PLT BELOW AND FLOOR DECK FROM ABOVE W/10d @ 3" OCFLOOR SHEATHING13.SHEATH FLOOR FRAMING W/ 2332" TONGUE AND GROOVE OSB OR PLYWOOD.14.FASTEN SHEATHING TO ALL SUPPORTING MEMBERS W/ 10d COMMON @ 6" OC ATALL PANEL EDGES AND 12" OC IN THE FIELD.BEAM FASTENING15.FASTEN EACH BEAM PLY TOGETHER WITH FOLLOWING, UNO ON PLAN OR PERTRUSS MANUFACTURER'S SPECIFICATIONS:a. 2-PLY (3) ROWS 10d @ 12" O.C. STAGGERED.b. 3-PLY(3) ROWS 10d @ 6" O.C. STAGGERED.c. 4-PLY(2) ROWS 12" DIA.THRU BOLT W/ NUT AND WASHER @ 16"O.C. STAGGERED. PROVIDE 2" EDGE DISTANCETRUSS FRAMING NOTES:ROOF TRUSSES1. FASTEN ALL ROOF TRUSSES TO TOP PLT/BEAM W/ (3) 10d TOE-NAILS2. SEE TRUSS PLAN AND TYPICAL WALL SECTIONS, SHEET SD.1, FOR ALL ADDITIONALUPLIFT CONNECTIONS REQ3. TRUSSES SHALL BE INSTALLED AND BRACED IN ACCORDANCE W/ THE SBCA BCSIGUIDEROOF SHEATHING4. SHEATH ROOF FRAMING PER THE FOLLOWING SPECIFICATIONS, SHEATHING SHALLBE INSTALLED W/ LONG DIMENSION PERPENDICULAR TO SUPPORTSa. TILE & METAL: MIN 1532" 32/16 SPAN RATED OSB OR PLYWOODb. ALL OTHERS: MIN 716" 24/16 SPAN RATED OSB OR PLYWOOD5. FASTEN SHEATHING TO ROOF FRAMING PER SPECIFICATIONS BELOW, REFERENCEROOF ZONES, SHEET 0.0.a. MIN 1532" 32/16 SPAN RATED SHEATHINGa.a. ZONES 1 & 2e: FASTEN W/ RSRS-03 @ 6" OC EDGE, 12" OC FIELDa.b. ALL OTHER ZONES: FASTEN W/ RSRS-03 @ 6" OC EDGE, 6" OC FIELDb. MIN 716" 24/16 SPAN RATED SHEATHINGb.a. ZONES 1 & 2e: FASTEN W/ RSRS-01 @ 6" OC EDGE, 12" OC FIELDb.b. ALL OTHER ZONES: FASTEN W/ RSRS-01 @ 6" OC EDGE, 6" OC FIELD6. AT LOCATIONS WHERE ROOF IS ADJACENT TO WALL/FLOOR FRAMING, PROVIDE 2x_NAILER SLOPED TO MATCH ROOF PITCH. FASTEN NAILER TO EACH VERTICALWALL/FLOOR FRAMING MEMBER W/ (3) 10d @ MAX 24" OC, EDGE NAIL ROOFSHEATHING TO NAILER2x12 No.2 SYP PT DECK JOISTS@ 16" OC, SEE DECK FRAMINGNOTES, THIS SHEET2x12 No.2 SYP PT DECKJOISTS @ 16" OC, SEE DECKFRAMING NOTES, THIS SHEET2x12 No. 2 SYP LEDGER,FASTEN TO EACH TRUSSVERTICAL W/ (3) 14" x 3" LONGSDS SCREWS @ MAX 16" OC2x12 No. 2 SYP LEDGER,FASTEN TO EACH TRUSSVERTICAL W/ (3) 14" x 3" LONGSDS SCREWS @ MAX 24" OC2x10 No. 2 SYP LEDGER,FASTEN TO EACH TRUSSVERTICAL W/ (3) 14" x 3" LONGSDS SCREWS @ MAX 16" OCB1SD.1TYPB1SD.1TYPA3SD.1SIMA3SD.1SIMA3SD.1SIMA3SD.1SIM2x8 No. 2 SYP LEDGER, FASTENTO WALL FRAMING W/ (4) 10dCOMMON @ MAX 16" OC2x8 No. 2 SYP LEDGER, FASTENTO WALL FRAMING W/ (4) 10dCOMMON @ MAX 16" OC2x6 No.2 SYP RAFTERS @ 24" OC, SEERAFTER FRAMING NOTES, THIS SHEET2x6 No.2 SYP RAFTERS @ 24" OC, SEERAFTER FRAMING NOTES, THIS SHEET2x8 No.2 SYP PT RAFTERS @ 24"OC, SEE DETAIL C10/SD.3C10SD.3SIM, NOBRACE REQ'DC5SD.2@ SHEARWALLC7SD.2@ SHEARWALLC7SD.2@ SHEARWALLC7SD.2@ SHEARWALLC7SD.2@ SHEARWALLC7SD.2(2) 2x12(2) 2x12SEE NOTE 21LUS210-2RAFTER FRAMING NOTES:RAFTER FRAMING No.2 SYP16. RAFTERS TO BE 2x6 @ MAX 24" OC, UNO17. FASTEN ALL ROOF RAFTERS TO DBL TOP PLATE w/ (3) 10d TOE-NAILS AND(1) SDWC15600 OR (1) H2.5T, UNO ON PLAN18. FASTEN EACH RAFTER TO LEDGER W/ LUS26DECK FRAMING NOTESDECK FRAMINGNo.2 SYP PT19.ALL FLOOR JOISTS TO BE 2x12 @ MAX 16" OC20.PROVIDE FULL HEIGHT BLOCKING AT MID-SPAN OF EACH FLOOR JOIST. FASTENBLOCKING W/ (3) 10d TOE-NAILS EACH END21.PROVIDE (2) 2x12 BLOCKING BELOW EXTERIOR WALL, TYP AS SHOWN. FASTENBLOCKING TO FLOOR JOISTS W/ (3) 10d TOE-NAILS EACH END22.HANG FLOOR JOISTS INTO LEDGER W/ LUS HANGER TO MATCH JOIST DEPTH23.FASTEN FLOOR JOIST TO TRUSS TC W/ (3) 10d TOE-NAILS24.PROVIDE 2x12 No.2 SYP PT RIM BOARD AT PERPENDICULAR END OF JOISTS. FASTENTO EACH JOIST W/ (5) 10d25.RIP BALCONY JOIST 14"/FT TO ESTABLISH SLOPEDESCRIPTIONDATESHEET NUMBERREVISIONS13241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 7769312-27-2023BDPXN23-0109DUVAL COUNTY
ATLANTIC BEACH, FL 32233
2011 BEACH AVE
BARNWELL RESIDENCE(2) HTS20 OR(2) MSTA24LUS210-2B3SD.1B3SD.1B9SD.2SIM(2) HTS20(2) HTS20(2) HTS20SIM, NOBRACE REQ'DC5SD.2834" DEEP 2x_ No.2 SYP PT RIM BOARD,FASTEN TO EACH JOIST W/ (5) 10d(2) HTS20(2) HTS20 OR(2) MSTA24 TOSW END STUDS(2) HTS20 OR(2) MSTA24 TOSW END STUDS(2) HTS20834" DEEP 2x_ No.2 SYP PT RIMBOARD, FASTEN TO EACH JOISTW/ (5) 10dTYPB1SD.12REV 06-19-20232REV 06-19-202306-19-20232SHORTENEDOVERHANG
S2.02nd LEVELFRAMINGScale: 1/4"=1'-0"2ND LEVEL FRAMING PLAN2.0THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY ADAM K. RUSSELL, PE ON USING ADIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.12-27-2023PLANK HDRSIZEMAXCLEARSPAN2x44' 8''2x6 6' 10''(2) 2x46' 7''(2) 2x69' 8''**IF ( ) SHOWN, (2) SDWC15600 REQTOP PLT TO STUD11CS18DTT2ZHEADER CALLOUT112 2x6No. OF HDR PLIESHDR SIZENo. OF JACK STUDSNo. OF KING STUDSSTUD GROUP CALLOUTNo. OF STUDS REQ, MATCH WALLWIDTH UNOHOLDDOWN/STRAP TOFRAMING BELOWINTERIOR LOAD BRG WALL W/ UPLIFTINTERIOR LOAD BRG WALL W/O UPLIFTHDR/BEAMLEGEND & SYMBOLS2 CS182SNo. OF HOLDDOWN/STRAPSREQ (IF MULTIPLE)HEADER UPLIFT CONNECTION CALLOUTTYPE OF STRAP REQHOLDDOWN/STRAP TOFRAMING BELOWNo. OF HOLDDOWN/STRAPSREQNo. OF HDR TO JACKSTRAPS REQFRAMING NOTES:BOTTOM PLATENo.2 SYP (PT @ 1ST LEVEL)1. 1ST LEVEL BOTTOM PLT TO BE ANCHORED TO SLAB W/ 12"Ø x 6" LONG TITEN HDOR 12"Ø A36 (36ksi) ATR EPOXY ANCHOR W/ NUT AND 3" SQUARE x 0.229"WASHER2. ANCHORS TO BE INSTALLED EACH SIDE OF OPENING (MIN 6" FROM JACK/KINGGROUP), WITHIN 12" OF THE PLT BREAK AND @ MAX 48" OC, SEE NOTE 18 FORSHEARWALL ANCHOR SPACING3. MIN (2) ANCHORS PER PLT SEGMENT4. 2ND LEVEL BOTTOM PLT TO RIBBON BOARD/TOP CHORD BELOW W/ 10d @ 6"OC, SEE NOTE 18 FOR SHEARWALL NAIL SPACINGDOUBLE TOP PLATENo.2 SYP5. ALL TOP PLATES TO BE DOUBLED - FASTEN TOP PLATES TOGETHER W/ (2)ROWS 10d @ MAX 12" OC STAGGERED6. END JOINTS OF DBL TOP PLT TO BE OFFSET MIN 48" AND SPLICED TOGETHERW/ MIN (2) ROWS 10d @ 6" OC STAGGERED, MIN (16) 10d ALONG SPLICE7. LAP ALL TOP PLT AT CORNERS OF EXTERIOR WALLS AND INTERSECTIONS WITHINTERIOR LOAD BRG WALLS, FASTEN PLATES TOGETHER AT LAP W/ (3) 10dFACE-NAILSSTUDSNo.2 SPF OR No.2 SYP8. FASTEN ALL STUDS TO TOP AND BOTTOM PLT W/ MIN (4) 10d TOE-NAILS OR (3)10d FACE-NAILS9. FASTEN ALL MULTI-STUD GROUPS TOGETHER W/ (2) ROWS 10d @ 12" OCSTAGGEREDHEADER FRAMINGNo.2 SYP, LSL, OR LVL10.SEE FRAMING PLAN FOR ALL HDR LOCATIONS, SIZING AND STRAPPINGREQUIREMENTS. SEE HDR CALLOUT BELOW FOR ADDITIONAL INFORMATION11.FASTEN ALL PLIES OF HDR TOGETHER W/ (2) ROWS 10d @ 12" OC STAGGERED12.FASTEN HEADER TO KING STUDS PER THE FOLLOWING:a. 2x4 OR 2x6 HEADER(4) 10d TOE-NAILS OR FACE-NAILSb. 2x8 OR 2x10 HEADER(6) 10d TOE-NAILS OR FACE-NAILSc. 2x12, LSL OR LVL HEADER (8) 10d TOE-NAILS OR FACE-NAILS13.SEE WSP HEADER DETAIL C4/SD.1 FOR INSTALLATION SPECIFICATIONS14.MIN (2) JACK STUDS REQ BETWEEN OPENINGS, SEE DETAIL B4/SD.1 FORINSTALLATION SPECIFICATIONSWALL SHEATHING15.SHEATH ALL EXTERIOR WALLS W/ 716" 24/16 SPAN RATED OSB OR PLYWOOD.SHEATHING SHALL BE INSTALLED HORIZONTALLY OR VERTICALLY WITH 2x4 MINSPF BLOCKING AT ALL HORIZONTAL PANEL EDGES16.FASTEN SHEATHING TO WALL FRAMING W/ 8d COMMON @ 6" OC AT ALL PANELEDGES AND 12" OC IN THE FIELD, UNO ON PLAN17.FASTEN SHEATHING TO EACH STUD OF MULTI-PLY STUD GROUP AND EACHKING STUD W/ 8d COMMON @ 12" OC18.SPECIAL SHEARWALL SHEATHING: FASTEN MIN 716" 24/16 SPAN RATED OSB ORPLYWOOD TO WALL FRAMING W/ 8d COMMON @ 6" OC AT ALL PANEL EDGESAND 12" O.C. IN THE FIELD, UNO ON PLAN. PROVIDE THE FOLLOWING BOTTOMPLT ANCHORAGE & CONNECTIONS @ EACH END OF SHEARWALL EXTENTS ASDENOTED ON FRAMING PLAN. SEE TYPICAL SHEARWALL FRAMING ELEVATIONON DETAIL SHEETS.PLAN NOTE LEVELNO. STUDSREQ. EACHENDHOLDDOWN/STRAPPING REQ.EACH END*BOTTOM PLTANCHOR/NAILSPACINGNOTE 18a1ST2DTT2Z48" OCUPPER(1) CS18 6" OCNOTE 18b1ST2HTT4 24" OCUPPER(2) CS18 3" OCNOTE 18c1ST3HTT5 24" OCUPPER(3) CS18 3" OCNOTE 18d1ST3HDQ8-SDS3 24" OCUPPER(1) MSTC403" OC*NOTE: SHOULD TWO ADJACENT SHEARWALLS SHARE A CORNER, THE HOLDDOWNWITH LESS CAPACITY MAY BE OMITTED PROVIDED THE CORNER STUDS AREFASTENED TOGETHER PER THE FRAMING NOTES ABOVE.NOTE 18cEDGE NAILSHEATHING @ 3" OC
GIRDER T14GIRDER T14GIRDER T11GIRDER T11GIRDER T07GIRDER T07GIRDER T08
GIRDER T08
112 2x8112 2x8212 2x8112 2x8212 2x8212 2x6212 2x8122 2x8
SINGLE SIDEDPORTAL FRAME A6SD.2(2) 2x12 CONT HDR (LENGTH = 11'-11"), NOTE 14 212 2x8212 2x8(2) 2x12(2) 2x12(2) 2x12(2) 2x12(2) 2x12SD.2B86x6 POST(4) TOTALHUC210-2SEE DETAILB6/SD.2SEE DETAILB6/SD.2(2) 2x12(2) 2x12(2) 2x12(2) 2x12(2) 2x12SEE DETAILB6/SD.2SD.2B86x6 POST(4) TOTAL22CS18CS1822CS18CS18CS182S(2) CS182SNOTE 18aNOTE 18b NOTE 18bNOTE 18bNOTE 18b
NOTE 18b, LENGTH = 15'-8"222 2x8222 2x10
DRAG TRUSS T02ASW
DRAG TRUSS T02SW
212 2x6NOTE 14212 2x6NOTE 14212 2x8212 2x8212 2x8212 2x8212 2x6NOTE 14112 2x8(2) CS182S@ DRAGTRUSS(2) CS182S@ DRAGTRUSSWALL TYPEMAXWALLHEIGHTSTUDS REQUIREDEXTERIOR9' 1-1/8" 2x6@ 16'' O.C.10' 1-1/8"2x6@ 16'' O.C.INTERIOR LOADBRGALL2x_ @ MAX 16" OCINTERIORNON-LOAD BRGALL2x_ @ MAX 24" OCDESCRIPTIONDATESHEET NUMBERREVISIONS13241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 7769312-27-2023BDPXN23-0109DUVAL COUNTY
ATLANTIC BEACH, FL 32233
2011 BEACH AVE
BARNWELL RESIDENCEB7SD.2TYP @PORCH11CS18CS1811CS18CS1822CS18CS18B7SD.2TYP @PORCH-1CS18- -@ CHIMNEYFRAMINGSD.3C113REV 12-27-2023312-27-2023ADDED CHIMNEY
LUS26
HTU26-2HTU26-2LUS26HTU26-2LUS26
LUS26HTU26-2T02
T14T11J02
T06T02
J04 T13T11J01
T04T12J01
J03
T04
T10
T16J01 J03T05
T02
J04
T16J02HJ01T02T13J02HJ01
T09
T02
J04
J04
T16T16J02T02
J04
T16J01J03
T08
T02AT13
J01
J03T07T02
T02A
T16J01J03
T02T13
J02
HJ01T09
T02
T16T14J02T09
T02
J04
T15T13J02T05
T02AT13J01J03T08
T10
T02J04
T15J01J03J04T12
J03T06T07T02T13
J02HJ01T09
T02SW
T02ASW
34'10'52'9'4"34'9'4"71'4"52'10'1'10"11'18'11'24'4'2"S2.12nd LEVELROOFScale: 1/4"=1'-0"2ND LEVEL ROOF PLAN2.1THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY ADAM K. RUSSELL, PE ON USING ADIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.12-27-2023OVERFRAMING NOTES7. ALL RAFTERS TO BE MIN 2x6 No.2 SYP @ MAX 24" OC, SEE TABLE BELOW FORALLOWED RAFTER SPANS & SPACING8. ALL VALLEY NAILERS TO BE 2x8 No.2 SYP, FASTEN TO TRUSS TC W/ (3) 10dFACE-NAILS & (1) SDWC15450 @ MAX 48" OC9. EACH RAFTER TO NAILER W/ H310. ALL RIDGE BOARDS TO BE ONE NOMINAL SIZE LARGER THAN RAFTER SIZE11. FASTEN RAFTER TO RIDGE BOARD W/ (3) 10d TOE-NAIL12. FOR RAFTER SPANS GREATER THAN 10'-0", ADD 2x6 COLLAR TIES @ MAX 48" OC,LOCATED IN UPPER THIRD OF RAFTER. FASTEN TO RAFTER W/ (3) 10d FACE-NAILSRAFTER SPAN TABLERAFTER OCSPACINGLUMBER SIZE2x6 2x8 2x10 2x1212"15'-7" 19'-8" 23'-5"N/A16" 13'-6"17'-1"20'-3" 23'-10"24"11'-0" 13'-11" 16'-6" 19'-6" ALL RAFTERS TO BE No.2 SYP (LL=20PSF, DL=10PSF)TRUSS FRAMING NOTES:ROOF TRUSSES1. FASTEN ALL ROOF TRUSSES TO TOP PLT/BEAM W/ (3) 10d TOE-NAILS2. SEE TRUSS PLAN AND TYPICAL WALL SECTIONS, SHEET SD.1, FOR ALL ADDITIONALUPLIFT CONNECTIONS REQ3. TRUSSES SHALL BE INSTALLED AND BRACED IN ACCORDANCE W/ THE SBCA BCSIGUIDEROOF SHEATHING4. SHEATH ROOF FRAMING PER THE FOLLOWING SPECIFICATIONS, SHEATHING SHALLBE INSTALLED W/ LONG DIMENSION PERPENDICULAR TO SUPPORTSa. TILE & METAL: MIN 1532" 32/16 SPAN RATED OSB OR PLYWOODb. ALL OTHERS: MIN 716" 24/16 SPAN RATED OSB OR PLYWOOD5. FASTEN SHEATHING TO ROOF FRAMING PER SPECIFICATIONS BELOW, REFERENCEROOF ZONES, SHEET 0.0.a. MIN 1532" 32/16 SPAN RATED SHEATHINGa.a. ZONES 1 & 2e: FASTEN W/ RSRS-03 @ 6" OC EDGE, 12" OC FIELDa.b. ALL OTHER ZONES: FASTEN W/ RSRS-03 @ 6" OC EDGE, 6" OC FIELDb. MIN 716" 24/16 SPAN RATED SHEATHINGb.a. ZONES 1 & 2e: FASTEN W/ RSRS-01 @ 6" OC EDGE, 12" OC FIELDb.b. ALL OTHER ZONES: FASTEN W/ RSRS-01 @ 6" OC EDGE, 6" OC FIELD6. AT LOCATIONS WHERE ROOF IS ADJACENT TO WALL/FLOOR FRAMING, PROVIDE 2x_NAILER SLOPED TO MATCH ROOF PITCH. FASTEN NAILER TO EACH VERTICALWALL/FLOOR FRAMING MEMBER W/ (3) 10d @ MAX 24" OC, EDGE NAIL ROOFSHEATHING TO NAILER(2) HTS20(2) HTS20C1SD.1TYPC1SD.1SIMC1SD.1SIMC1SD.1SIMC1SD.1TYPC1SD.1SIMC1SD.1SIMC1SD.1SIM@ SHEARWALL(2) HTS20(2) HTS20 TOSW END STUD(2) HTS20(2) HTS20C8SD.2@ SHEARWALLC8SD.2DESCRIPTIONDATESHEET NUMBERREVISIONS13241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 7769312-27-2023BDPXN23-0109DUVAL COUNTY
ATLANTIC BEACH, FL 32233
2011 BEACH AVE
BARNWELL RESIDENCEEACH TRUSS TO TOP PLT W/ (2) SDWC15600 OR (1) MTS12EACH TRUSS TO TOP PLT W/ (2) SDWC15600 OR (1) MTS12ATTIC SHEATHING14.SHEATH FLOOR FRAMING W/ 23/32" TONGUE AND GROOVE OSB OR PLYWOOD.15.FASTEN SHEATHING TO ALL SUPPORTING MEMBERS W/ 10d COMMON @ 6" OC ATALL PANEL EDGES AND 12" OC IN THE FIELD.SEE ATTIC SHEATHINGNOTES, THIS SHEETPROVIDE 2x6 No.2 SYPCEILING JOIST @ MAX24" OC. HANG INTOTRUSS BC W/ LUS24ATTIC STAIRS BYBUILDER·@ CHIMNEY FRAMING·REMOVE OVERHANG ASNEEDED FORFIREPLACESD.3C113REV 12-27-2023312-27-2023ADDED CHIMNEY
SD.1 DETAILSWSP HEADER FRAMING ELEVATIONMAX 36 12" ROUGH OPENINGCRIPPLE STUD REQ AT EACH ENDOF HDR, AS SHOWN. FASTEN TOKING STUD W/ (4) 10d FACE-NAILS·MIN 716" OSB SHEATHING,CONTINUOUS FROM DBL TOP PLTTO PLANK HDR ABOVE OPENING·FASTEN SHEATHING TO TOP PLT,CRIPPLES, AND PLANK HDR W/ 8dCOMMON @ 3" OCPLANK HDR & CRIPPLES TOFRAME OUT ROUGH OPENINGMIN 9"ONE PLY OF DBL TOP PLT MUST SPANCONT ACROSS OPENING20- WSPNo. OF KING STUD PER PLANNOTE: (2) 2x4 HDR W/ (1) JACKSTUD & (1) KING STUD MAY BEUSED IN LIEU OF ANY PLANSPECIFIED WSP HEADER INTERIOR LOAD-BEARING WALL AT FLOOR SYSTEM- NO UPLIFT2ND LEVEL FLOOR SHEATHINGFLOOR TRUSSINTERIOR LOAD BRG WALL PERFRAMING NOTES2x_ SPF BLOCKING BETWEEN TRUSS TOPCHORDS, FASTEN EACH END W/ (3) 10dFLOOR SHEATHING TO BLOCKINGPER TRUSS FRAMING NOTESHEADER PER PLANPLANK HDR & CRIPPLES BELOWHEADER TO FRAME OUT ROUGHOPENINGPROVIDE BLOCKING BETWEENINTERMEDIATE JACKS AT HDR,FASTEN W/ (3) 10d TOE-NAILSEACH ENDPROVIDE BLOCKING BETWEENINTERMEDIATE JACKS AT SILL,FASTEN W/ (3) 10d TOE-NAILSEACH ENDPROVIDE MIN (2) INTERMEDIATEJACKS, STUDS TO BE FRAMEDBESIDE OPENINGSINTERMEDIATE JACK STUDS AT HEADERHDR TO EACH INTERMEDIATEJACK W/ SDWC15600SEE "HEADER FRAMING ELEVATIONS"FOR TOP PLT TO HEADER & KING STUDTO HEADER CONNECTIONSHEADER PER PLANKING STUDS TO TOP PLT:·OPENINGS < 6FT: (1) SDWC15600·OPENINGS >6FT: (2) SDWC15600 UNO ON PLAN·SDWC15600 SCREWS MAY BE INSTALLED TO THEWIDE FACE OR NARROW FACE OF KING STUD·NO SCREWS REQ @ THE FOLLOWING:··1ST LEVEL OPENINGS < 3FT W/ 2ND LEVELFLOOR SYSTEM ABOVE··OPENINGS < 3FT BELOW GABLE END TRUSS··OPENINGS < 3FT BELOW JACK TRUSSES W/MAX 7'-0" CLEAR SPANFASTEN HDR TO TOP PLT W/SDWC15600 OR DSP @ 32" OCNOT REQ FOR OPENING < 3FTPLANK HDR & CRIPPLES BELOWHDR TO FRAME OUT ROUGHOPENINGHDR TO JACK STUDS W/CS18 OR MSTA24, QUANTITYPER PLANPLANK HDR & CRIPPLES BELOWHDR TO FRAME OUT ROUGHOPENINGTYPICAL HEADER FRAMINGHIGH UPLIFT HEADER FRAMING(WHERE STRAPS ARE SPECIFIED ON PLAN)HEADER FRAMING ELEVATIONSHDR TO TOP PLT W/SDWC15600 OR DSP @ 24"OCHEADER PER PLANROOF SHEATHINGPRE-ENGINEERED WOODTRUSS ORCONVENTIONALLYFRAMED RAFTERFASCIAWIND-RATED SOFFIT BYCONTRACTOR2x_ No. 2 SYP DBL TOP PLTTRUSS/RAFTER TO TOPPLTW/ SDWC15600 INSTALLEDFROM INSIDE FACEWALL SHEATHING,FASTEN TO DBL TOP PLTPER FRAMING NOTESEXTERIOR WALL STUDSPACING PER FRAMING NOTESALTERNATE EXTERIOR ROOF TO WALL- TRUSS ALIGNED W/ STUDALIGNED STUD TO DBL TOP PLTW/ SDWC15600NOTE:THIS DETAIL MAY BE USED ILO DETAIL C1IN ANY LOCATIONS THAT A TRUSS ALIGNSDIRECTLY W/ THE STUD BELOWTHIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY ADAM K. RUSSELL, PE ON USING ADIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.12-27-2023A2A3A4B4B3B2B1C4C3A1C1C2TYPICAL EXTERIOR WALL AT FOUNDATION W/ SCREWSWALL SHEATHING TO BOTTOMPLT PER FRAMING NOTESANCHOR BOLT W/ NUT & WASHERAS REQ PER FRAMING NOTESFOUNDATION PER PLAN2" MIN EDGE DISTANCEEVERY STUD TO BOTTOM PLATE W/SDWC15450 @ MAX 16" OCTYPICAL INTERIOR LOAD-BEARING WALL AT FOUNDATIONANCHOR BOLT W/ NUT & WASHERREQ @ MAX 48" OC & WITHIN 12" OFPLT BREAKS, UNO ON PLANEVERY STUD TO BOTTOM PLATE W/SDWC15450 @ MAX 16" OCFOUNDATION PER PLANNOTE: WHERE "LOAD BRG WALL W/O UPLIFT"IS SHOWN ON FRAMING PLAN, THE STUD TOBOTTOM PLATE SCREWS MAY BE OMITTED &ANCHOR BOLTS MAY BE SPACED @ 72" OCWALL SHEATHING TO 2ND LEVELBOTTOM PLATE PER FRAMING NOTES2ND LEVEL BOTTOM PLATE TORIBBON BOARD PER GENERALNOTESEVERY 2ND LEVEL STUD TOBOTTOM PLATE W/ SDWC15450@ MAX 16" O.C.2ND LEVEL BOTTOM PLATE TOEVERY FLOOR TRUSS W/ SDWC15600@ MAX 24" O.C.2ND LEVEL FLOOR SHEATHING2x_ NO. 2 SYP RIBBON BOARD PERTRUSS ENGINEERINGWALL SHEATHING TO 1ST LEVELDOUBLE TOP PLATE PER FRAMINGNOTESEVERY STUD TO TOP PLT W/SDWC15600 @ MAX 16" OCTYPICAL EXTERIOR FLOOR SYSTEM W/ SCREWS-TRUSSES PERPENDICULAR1ST LEVEL DOUBLE TOP PLATE TOEVERY FLOOR TRUSS W/ SDWC15600@ MAX 24" O.C.EVERY STUD TO BOTTOM PLT W/SDWC15450 @ MAX 16" OCEVERY FLOOR SYSTEM MEMBER TO DBLTOP PLT W/ SDWC15600 @ MAX 24" OC2ND LEVEL FLOOR SHEATHINGTYPICAL INTERIOR LOAD-BEARING WALL AT FLOOR SYSTEMEVERY STUD TO DBL TOP PLT W/SDWC15600 @ MAX 16" OCINTERIOR LOAD BRG WALL PERFRAMING NOTESBOTTOM PLT TO EVERY FLOOR SYSTEMMEMBER W/ SDWC15450 @ MAX 24" OCNOTE: WHERE "LOAD BRG WALL W/O UPLIFT"IS SHOWN ON FRAMING PLAN, STUD/PLT TOFLOOR SYSTEM SCREWS MAY BE OMITTEDTYPICAL EXTERIOR FLOOR SYSTEM W/ SCREWS-TRUSSES PARALLELWALL SHEATHING TO 2ND LEVELBOTTOM PLT PER FRAMING NOTES2ND LEVEL BOTTOM PLT TOTRUSS TC PER FRAMING NOTESWALL SHEATHING TO 1ST LEVELDBL TOP PLT PER FRAMING NOTES2x4 No. 2 SYP DIAGONAL BRACE @48" OC, FASTEN W/ (3) 10d TOE-NAILSEACH END2x4 No. 2 SYP NAILER,FASTEN TO TRUSS TOPCHORD W/ 10d @ 6" OCEVERY 2ND LEVEL STUD TOBOTTOM PLATE W/ SDWC15450@ MAX 16" O.C.2ND LEVEL BOTTOM PLATE TOEVERY FLOOR TRUSS W/ SDWC15600@ MAX 24" O.C.2ND LEVEL FLOOR SHEATHINGEVERY STUD TO TOP PLT W/SDWC15600 @ MAX 16" OC1ST LEVEL DOUBLE TOP PLATE TOEVERY FLOOR TRUSS W/ SDWC15600@ MAX 24" O.C.2x_ No. 2 SYP DBL TOP PLTEVERY TRUSS/RAFTER TO TOP PLTW/ SDWC15600 @ MAX 24" OCEXTERIOR WALL STUDSPACING PER FRAMING NOTESROOF SHEATHINGPRE-ENGINEERED WOODTRUSS ORCONVENTIONALLYFRAMED RAFTERFASCIAWIND-RATED SOFFIT BYCONTRACTORWALL SHEATHING,FASTEN TO DBL TOP PLTPER FRAMING NOTES2x8 SPF HEEL BLOCKING REQ BETWEEN EACHTRUSS WHERE HEEL HEIGHT IS BETWEEN 9" TO 15",ATTACH W/ (3) 10d TOENAILS EACH END AND 10dTOENAILS @ 6" OC TO DBL TOP PLTTYPICAL ROOF-TO-WALL CONNECTION W/ SCREWSEVERY STUD TO TOP PLT W/SDWC15600 @ MAX 16" OCTYPICAL INTERIOR LOAD-BEARING ROOF-TO-WALLEVERY TRUSS/RAFTER TOTOP PLATE W/ SDWC15600 @MAX 24" OCEVERY STUD TO TOP PLT W/SDWC15600 @ MAX 16" OCINTERIOR LOAD-BEARING STUDSPACING PER FRAMING NOTESNOTE: WHERE "LOAD BRG WALL W/O UPLIFT"IS SHOWN ON FRAMING PLAN, STUD TO TOPPLATE SCREWS MAY BE OMITTEDDESCRIPTIONDATESHEET NUMBERREVISIONS13241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 7769312-27-2023BDPXN23-0109DUVAL COUNTY
ATLANTIC BEACH, FL 32233
2011 BEACH AVE
BARNWELL RESIDENCE
SD.2DETAILSAASECTION A-AFOUNDATION PER PLANPOST TO FDN W/ ONE OFTHE FOLLOWING OPTIONS:·ABU44Z- 4x4 POST·ABU66Z- 6x6 POST·DTT2ZEACH BEAM TO POSTW/ CS18 OR MSTA24EACH BEAM TO POSTW/ CS18 OR MSTA24PT POST BELOWTYPICAL CONNECTION AT PORCH BEAMNo. 2 SYP PT POST,SIZE PER PLANSTAGGER BEAM PLIESAS SHOWN TOPROVIDE BRG ON POSTNOTE:IF POST IS INSTALLED ON TOP OFCONCRETE PEDESTAL, INCREASEANCHOR LENGTH SUCH THAT MINEMBED DEPTH IS ACHIEVED BELOWSLAB ELEVPORCH SHEATHING @ ALL EXTERIOR PORCHESTRUSSES PARALLELTRUSSES PERPENDICULARFULLY SHEATH PORCHCEILING W/ 716" 24/16 SPANRATED OSB, FASTEN W/ 8dCOMMONS @ 3" OC EDGE,12" OC FIELDPRE-MANUF. ROOFTRUSS BY OTHERS2x_ No. 2 SYPNAILER, FASTENTO BEAM W/ 10d@ 4" OC2x_ No. 2 SYPNAILER, FASTEN TOWALL DBL TOP PLTW/ 10d @ 4" OCPRE-MANUF. ROOFTRUSS BY OTHERSFULLY SHEATH PORCHCEILING W/ 716" 24/16 SPANRATED OSB, FASTEN W/ 8dCOMMONS @ 3" OC EDGE,12" OC FIELDPRE-MANUF. ROOFTRUSS BY OTHERS2x_ No. 2 SYP NAILER,FASTEN TO BEAM W/10d @ 4" OC2x_ No. 2 SYP BLOCKING,FASTEN TO TRUSS BC W/ (3)10d TOE-NAILS EACH ENDUPLIFT CONNECTORS NOTSHOWN FOR CLARITY, SEESHEET SD.1 FOR TYPICALWALL SECTIONSPORCH BEAM TO WALL DETAILSBEAM TO WALL STUDSW/ HUC HANGER TOMATCH BEAMDIMENSIONSBEAM POCKET AT TOP PLT ELEVBEAM BRG ABOVE TOP PLT ELEVWALL STUDS BELOWPORCH BEAM, No.STUDS TO MATCH No.BEAM PLIESPERPENDICULAR WALLFRAMING BEYOND, IFAPPLICABLEBEAM TO PERP. WALLSTUDS W/ (1) HTS20 ORTO PARALLEL WALLSTUDS W/ (1) MSTA24WALL STUDS BELOWPORCH BEAM, No.STUDS TO MATCH No.BEAM PLIESPERPENDICULAR WALLFRAMING BEYOND, IFAPPLICABLEBEAM W/ HANGER AT TOP PLT ELEVNOTCH TOP OF BEAM3" TO SIT BELOW WALLDBL TOP PLTBEAM TO PERP. WALLSTUDS/POST DOWN W/ (1) HTS20OR TO PARALLEL WALLSTUDS/POST DOWN W/ (1) MSTA24PERPENDICULAR WALL FRAMINGBEYOND, IF APPLICABLEVERTICAL POST DOWN TO PROVIDEFULL BRG TO WALL DBL TOP PLT,(WHERE POST DOWN >12" LONG,ADD (1) MSTA24 POST DOWN TOWALL STUDS BELOW)GARAGE DOOR JAMBGARAGE RETURNFRAMING & HOLDDOWNSPER PLAN2x_ GARAGE GOAL POST, FASTEN W/(2) ROWS 516" x 3" GALVANIZED LAG SCREWSOR 14"Ø x 3" LONG SDS SCREWS @ 12" OC2x_ PT BUCK IF REQ, FASTEN W/(2) ROWS 16d COMMON @ 16" OCFASTEN GARAGEDOOR TRACK PERMANUFACTURER'SINSTALLATIONSPECIFICATIONSTHIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY ADAM K. RUSSELL, PE ON USING ADIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.12-27-2023TYPICAL SHEARWALL FRAMING ELEVATIONEDGE NAILSHEATHING PER WALLSHEATHING NOTESUPPER LEVEL1ST LEVELUPPER LEVEL WALLFRAMING PER PLANBOTTOM PLATENAILING PER WALLSHEATHING NOTESRIBBON BOARD PERTYP FLOOR DETAILSSTRAP SHEARWALLEND STUDS TOFRAMING BELOW PERPLAN. PROVIDE CONT.BEARING UNDERSHEARWALL ENDSTUDS AS REQ'DSHEARWALL ENDSTUDS PER WALLSHEATHING NOTESSHEARWALL ENDSTUDS PER WALLSHEATHING NOTES1ST LEVEL WALLFRAMING PER PLAN1ST LEVEL SHEARWALLEND STUDS TO FND W/HOLD-DOWN PER NOTE18 1ST LEVEL ROWINCREASE BOTTOMPLATE ANCHORAGEPER WALLSHEATHING NOTES1ST LEVEL DBLTOP PLTFOUNDATION PER PLANFLOOR FRAMINGPER PLANUPPER LEVEL DBLTOP PLTUPPER LEVELBOTTOM PLTNOTE 18_NOTE: IF NOTE 18 IS SPECIFIED ON THE1ST LEVEL PLAN, NOTES DO NOTCONTINUE UP TO UPPER LEVEL WALLSABOVE. IF REQUIRED, NOTE 18 WILL BESPECIFIED ON UPPER LEVEL PLANEDGE NAILSHEATHING PER WALLSHEATHING NOTESNOTE 18_NOTE: IF NOTE 18 IS SPECIFIED ON THEUPPER LEVEL PLAN, NOTES DO NOTCONTINUE DOWN TO 1ST LEVEL WALLSBELOW. IF REQUIRED, NOTE 18 WILL BESPECIFIED ON 1ST LEVEL PLANA5A6A7A8B8B7B6B5C5C6C7C8PORTAL FRAME ELEVATION- TYPICAL AT EACH END WALL SEGMENTJACK STUDS @ OPENING& END OF PORTALSEGMENT TO FDN W/HTT5FDN PER PLANPROVIDE (2) 2x_ BLOCKING@ PANEL SPLICELOCATION, IF APPLICABLE2x_ BLOCKING, FASTENTO UNDERSIDE OF HDRW/ (2) ROWS 16d SINKER@ 3"OC(3) JACK STUDS @OPENING(2) JACK STUDS/ (1) KINGSTUD @ END OF PORTALSEGMENTHEADERPER PLANHDR TO JACKS W/(2) MSTA24 OR CS18MAX 10-0" PLT HGT MAX 2FT PONY WALL,IF APPLICABLESHEATHING FASTENINGPORTAL FRAMINGCONT SHEATHINGNO PANEL SPLICESCONT SHEATHINGNO PANEL SPLICES IF NEEDED, SPLICE PANELWITHIN MIDDLE 24" & PROVIDEBLOCKING/NAILING AS SHOWNVERTICAL PANELSPLICE @ OPENINGIS PERMITTEDSHEATHING TO HDRW/ 8d COMMON @ 3"OC IN GRID PATTERNAS SHOWNADDT NAILING ONLYAPPLICABLE W/ PONYWALL FOR >10FT PLTPLANK HDR & CRIPPLESBELOW HEADER TOFRAME OUT ROUGHOPENINGDBL TOP PLTWALL < 10FT PLTDBL TOP PLT10FT< WALL<12FT PLTPLANK HDR &CRIPPLES BELOWHEADER TO FRAMEOUT ROUGHOPENINGMIN (1) ANCHOR WITHINPORTAL FRAMEEDGE NAILSHEATHING W/ (2)ROWS 8d COMMON @3" OC, TYP AS SHOWNNOTE: IN LOCATIONS WHERESINGLE SIDED PORTAL ISSPECIFIED ON PLAN, PROVIDEMIN (1) JACK STUD & (1) KINGSTUD ON OPPOSITE SIDE OFOPENING TO SUPPORTHEADER. FASTEN HEADER TOJACK STUD W/ (1) MSTA24 OR(1) CS18SECTION A-AEACH BEAM TO POSTW/ CS18 OR MSTA24EACH BEAM TO POSTW/ CS18 OR MSTA24PT POST BELOWTYPICAL CONNECTION AT UPPER LEVEL PORCH BEAMPT POST PER PLANSTAGGER BEAM PLIESAS SHOWN TOPROVIDE BRG ON POSTPT POST OR STUDS PER PLANDECK JOIST PER PLANUPPER LEVEL POSTTO FIRST LEVEL POSTW/ MSTA36 OR CS18PROVIDE FULL HEIGHT2x PT CRIPPLES BELOWUPPER LEVEL POSTINTERIOR SHEARWALL UNDER PARALLEL FLOOR SYSTEMFASTEN FLOOR SHEATHING TOFLOOR MEMBER BELOW W/ 10dCOMMON @ 6" O.C.FLOOR MEMBER ALIGNED ABOVESHEARWALL FRAMING PER PLANFASTEN FLOOR TRUSS BC TO SWDBL TOP PLT W/ 10d @ 3" OC2ND LEVEL FLOOR SHEATHINGPRE-MANUFACTURED FLOORTRUSSES, SPACING PER PLANFASTEN FLOOR SHEATHING TOKNEEWALL DBL TOP PLT BELOWW/ 10d COMMON @ 6" O.C.KNEEWALL ABOVESHEARWALL FRAMING PER PLANFASTEN KNEEWALL BOTTOM PLT TO SWDBL TOP PLT W/ 10d @ 3" OC2ND LEVEL FLOOR SHEATHINGPRE-MANUFACTURED FLOORTRUSSES, SPACING PER PLANFIELD FRAME KNEEWALL W/ 2x4 @ 16" OC,SHEATH CONT W/ 716" OSB OR PLYWOOD W/8d COMMON @ 3" OC EDGE, 12" O.C. FIELDSHEATH FLOOR TRUSS W/ 716" OSB ORPLYWOOD W/ 8d COMMON @ 3" OC EDGE,12" O.C. FIELD. (NOTE - SHEATHING MAY BEOMITTED WHERE FLOOR TRUSS ISFABRICATED W/ DIAGONAL WEBBING)PORTAL FRAME ELEVATION W/ BEAM BELOW- TYPICAL AT EACH END WALL SEGMENTBEAM PER PLANPROVIDE (2) 2x_ BLOCKING@ PANEL SPLICELOCATION, IF APPLICABLE2x_ BLOCKING, FASTENTO UNDERSIDE OF HDRW/ (2) ROWS 16d SINKER@ 3"OC(3) JACK STUDS @OPENING(2) JACK STUDS/ (1) KINGSTUD @ END OF PORTALSEGMENTHEADERPER PLANHDR TO JACKS W/(2) MSTA24 OR(2) CS18MAX 10-0" PLT HGT
MAX 2FT PONY WALL,
IF APPLICABLESHEATHING FASTENINGPORTAL FRAMINGCONT SHEATHINGNO PANEL SPLICESCONT SHEATHINGNO PANEL SPLICES
IF NEEDED, SPLICE PANEL
WITHIN MIDDLE 24" & PROVIDE
BLOCKING/NAILING AS SHOWNVERTICAL PANELSPLICE @ OPENINGIS PERMITTEDEDGE NAILSHEATHING W/ (2)ROWS 8d COMMON @3" OC, TYP AS SHOWNSHEATHING TO HDRW/ 8d COMMON @ 3"OC IN GRID PATTERNAS SHOWNNAILING ONLYAPPLICABLE W/ PONYWALL FOR >10FT PLTBOTTOM PLATE TO BEAMBELOW W/ (2) ROWS 8dCOMMON @ 3" OC, TYPSHEATHING TOEXTEND OVER BEAMAS SHOWN ANDFASTEN W/ 8d COMMON@ 3" OC, TOP ANDBOTTOMBEAM PERPLANEACH JACK STUD GROUPTO BEAM BELOW W/(2) MSTA24 OR (2) CS18INTERIOR SHEARWALL TO ROOF TRUSS2x4 No. 2 SYP BLOCKING @ 12" O.C.,FASTEN EACH BLOCK TO DBL TOP PLTW/ (4) 10dTRUSS BC TO BLOCKING/NAILER W/(3) 10d FACE NAILSSPECIAL SHEARWALL SHEATHINGREQUIRED, SEE FRAMING NOTES FORSPECIFICATIONSPRE-MANUFACTURED ROOF TRUSS BYOTHERSTRUSSES PARALLEL2x4 No. 2 SYP EDGEWISE BLOCKINGBETWEEN TRUSS BC, FASTEN TO DBLTOP PLT W/ 10d TOE-NAILS @ 3" O.C.SPECIAL SHEARWALL SHEATHINGREQUIRED, SEE FRAMING NOTES FORSPECIFICATIONSPRE-MANUFACTURED ROOF TRUSSBY OTHERS, TRUSS REQ TO HAVEVERTICAL OVER SHEARWALLTRUSSES PERPENDICULAR·2x4 No. 2 SYP X-BRACING BETWEENTRUSS VERTICALS, REQ FULLLENGTH OF SHEARWALL·FASTEN X-BRACING TO EACH TRUSSVERTICAL W/ (3) 10d FACE-NAILSNOTE: WHERE DRAG TRUSS ALIGNSDIRECTLY ON TOP OF SHEARWALL, FASTENDRAG TRUSS BC TO SHEARWALL DBL TOPPLT W/ 10d TOE-NAILS @ MAX 4" OC SPACINGMAX 11"2x_ No. 2 SYP NAILERFASTENED TO SWDBL TOP PLT W/ 10dFACE-NAILS @ 3" OCOPTION 2OPTION 1TRUSS BC TO NAILER W/ 10d FACENAILS @ 3" OCGABLE ANGLE BRACINGMIN 36" LONG OR FULL-HEIGHTNo. 2 SYP 2x4 NAILER TO GABLEVERTICAL W/ 10d @ 3" OCGABLE TRUSS TO DBL TOPPLT W/ 10d TOE-NAILS @ 4"OCGABLE TRUSS TO DBL TOPPLT W/ SDWC15600 @ MAX48" OCMAX 16"OVERHANG2x4 No. 2 SYP OUTLOOKER @MAX 24" OC OVER DROPPEDGABLE TO 2ND TRUSS BACK,FASTEN TO GABLE TC W/ H2.5TFASCIAPER ARCHDIAGONAL BRACE TO BLOCKINGW/ (6) 10d2x4 No. 2 SYP BLOCKING BETWEENTRUSS TOP CHORDS FASTEN W/ (3)10d TOE-NAILS EACH ENDDIAGONAL BRACE TO 2x4NAILER W/ HGA10NOTES1. DETAIL SIMILAR FOR TRAY CEILINGAPPLICATIONS2. FOR PORCH LOCATIONS, 36" VERTICALNAILER AND DIAGONAL BRACE MAY BEOMITTED PROVIDED PORCH CEILING ISFULLY SHEATHED2x6 No.2 SYP DIAGONALBRACE, FOR BRACE LENGTHS>8FT PROVIDE 2x6 T-BRACE2x4 No. 2 SYP BLOCKINGBETWEEN OUTLOOKERS,FASTEN W/ (3) 10d TOE-NAILSEACH ENDOUTLOOKER TOTC W/ (3) 10dTOE-NAILSDESCRIPTIONDATESHEET NUMBERREVISIONS13241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 7769312-27-2023BDPXN23-0109DUVAL COUNTY
ATLANTIC BEACH, FL 32233
2011 BEACH AVE
BARNWELL RESIDENCEGARAGE RETURN-CENTERHDR TO JACK STUDS W/(2) CS18 OR (2) MSTA24FDN PER PLANJACK/KING STUDSPER PLAN, FASTENTO FDN W/ ABU66ZGARAGEHEADERGARAGEHEADER
SD.3DETAILSMIN (3) FASTENERSAT BEAM SPLICE ENDJOINTNAIL SPACING ABOVEMULTI-PLY BEAM/HDR CONNECTION (TOP-LOADED ONLY)2-PLY(2) ROWS 10d@ 12" OCSTAGGERED3-PLY(3) ROWS 10d @ 12"OC STAGGERED,INSTALLED FROMEACH FACE4-PLY(2) ROWS 6" SDWSCREWS @ 24" OCSTAGGEREDNOTE:·OPTIONAL OSB FLITCH MAY BE ADDEDBETWEEN BEAM PLIES AT CONTRACTOR'SDISCRETION·FASTENER SUBSTITUTION W/ OSB FLITCH:··USE 10d COMMON ILO 10d NAILS··SDW SCREWS TO BE INSTALLED FROMEACH FACE FOR 4-PLY MEMBERSMULTI-PLY STUD CONNECTION2-PLY3-PLY4-PLY(2) ROWS 10d @ 12"OC STAGGERED(2) ROWS 10d @ 12"OC STAGGERED,INSTALLED FROMEACH FACE(2) ROWS 6" SDWSCREWS @ 24" OCSTAGGERED,INSTALLED FROMEACH FACEFASTENER
SPACINGWIDE-FACE(2) ROWS OFFASTENERSSTAGGEREDPLAN VIEWHOLDDOWN ONLY REQIF SPECIFIED ON PLANTYPICAL STUD FRAMINGPER PLANCORNER STUDS FRAMED AS SHOWN,FASTEN STUDS W/ 10d @ 4" OCCALIFORNIA CORNER DETAIL36" LONG SCAB FASTENED TOCORNER STUD W/ MIN (20) 10d,ONLY REQ WITH HOLDDOWNTYPICAL BOTTOM PLT ANCHORSPER PLANELEVATION VIEW36" LONG SCAB FASTENED TOCORNER STUD W/ MIN (20) 10d,ONLY REQ WITH HOLDDOWNHOLDDOWN ONLY REQIF SPECIFIED ON PLANTYPICAL BOTTOM PLTANCHORS PER PLANSTUD IN PERPENDICULAR WALLFRAMED PER PLAN VIEWSD.3DETAILSA9A10B11B10B9C9C10THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY ADAM K. RUSSELL, PE ON USING ADIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.12-27-20236x6 No.2 SYP PT HORIZONTALBRACKET W/ (2) 14"Ø x 8" TIMBERSCREWS TO BEAM. COUNTERBORE SCREWS AS REQ'D6x6 No.2 SYP PT DIAGONAL BRACKET,FASTEN TO HORIZONTAL & VERTICALBRACKET W/ (2) 14"Ø x 8" TIMBER SCREWS.COUNTER BORE SCREW AS REQ'D6x6 No.2 SYP PT VERTICAL BRACKET,LOCATION PER ARCH. FASTEN TO DBLSTUD IN WALL W/ (2) 14"Ø x 8" LONG TIMBERSCREWS EVENLY SPACED AS SHOWN.COUNTER BORE SCREW AS REQ'DPROVIDE DBL STUDIN WALL @ EACHBRACKET LOCATION,SEE PLANGARAGE DOOR AWNING SECTION6x6 No.2 SYP PT BRACKET.FASTEN TO VERTICALBRACKET W/ (2) 14" x 8"LONG TIMBER SCREWSPRE-ENGINEEREDWOOD TRUSSROOF DECK2x8 No.2 SYP PT RAFTERS @ MAX 24" OCRAFTER TO BEAM W/ H2.5TRAFTER TO LEDGER W/ (5) 10d TOE-NAILSCONT. 6x10 No.2 SYPPT BEAM PER PLANPLATELINEFASCIA PER ARCHWINDOW SEAT DETAILCONV. FRAMED ROOF TO WALL - NO CLG JOISTSROOF DECKCONVENTIONALLY FRAMEDRAFTER PER PLAN2x_ No. 2 SYP DBL TOP PLTEVERY RAFTER TO TOP PLTW/ SDWC15600 OR H2.5TWALL SHEATHING,FASTEN TO DBL TOP PLTPER FRAMING NOTESEXTERIOR WALL STUDSPACING PER FRAMING NOTESWIND RATEDSOFFIT BY BUILDERFASCIAEVERY STUD TO TOP PLT W/SDWC15600 @ MAX 16" OCDESCRIPTIONDATESHEET NUMBERREVISIONS13241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 7769312-27-2023BDPXN23-0109DUVAL COUNTY
ATLANTIC BEACH, FL 32233
2011 BEACH AVE
BARNWELL RESIDENCEUPPER LEVEL WALL ABOVE BEAM/GIRDER2ND LEVEL FLOOR SHEATHINGFLOOR BEAM OR GIRDER PER PLAN2ND LEVEL WALL FRAMING PERPLAN2ND LEVEL STUD TO BOTTOMPLATE W/ SDWC15450 @ MAX32" O.C.2ND LEVEL BOTTOM PLATE TOBEAM/GIRDER W/ SDWC15450 @MAX 24" O.C.NOTE: ROOF/FLOOR FRAMINGON THIS SIDE OF THEBEAM/GIRDER NOT SHOWNFOR CLARITYFLOOR SYSTEM PER PLAN1x6 T&G DECKING ABOVE RAFTER2x8 No.2 SYP PT LEDGER,FASTEN TO FRAMING W/(3) 10d @ 24" OCCONTINUOUS (2) 2x8 BEAMCONTINUOUS (2) 2x8 BEAMAB2x8 JOIST @ 24" O.C.SEE SECTION B-BAB(4) 2x6 STUD PACK,SEE SECTION A-A(2) 2x8 END JOISTEACH ENDCONT (2) 2x8 No.2SYP BEAM(4) 2x6 No.2 SPF STUDPACK PER PLANNOTCH STUD PACK @BEAM LOCATION &FASTEN BEAM W/ (4) 12"ØTHRU-BOLTS, SEESECTION C-CSECTION C-C(4) 2x6 No.2 SPF STUDPACK @ EACH END OFWINDOW SEAT AS SHOWNNOTCH STUD PACK @BEAM LOCATION &FASTEN BEAM W/ (4) 12"ØTHRU-BOLTS, SEESECTION C-CFASTEN END STUD PACKTO FDN W/ DTT2Z, UNOWINDOW SEAT FRAMINGBEYOND PER SECTION B-BCONT (2) 2x8 No.2 SYPBEAM, FASTEN TO ENDSTUDS PER SECTION A-ASHEATH UNDERSIDE OFWINDOW SEAT, SIM WALLSHEATHING NOTES SHEET S1.0CONT. (2) 2x8 No.2 SYPBEAM PER PLAN2x4 No.2 SYP BOTTOM PLT, FASTEN TOFLOOR BEAM W/ (2) ROWS 10d @ 8" OC,STAGGEREDFLOOR JOIST TO FLOORBEAM @ EACH END W/ (5)10d TOE-NAILSEXTERIOR WALL FRAMINGPER PLANSECTION A-ASECTION B-BFASTEN FLOORSHEATHING TO EACHFLOOR BEAM W/ (2) ROWS10d @ 6" OCHUC28-2 EACH ENDCCMAX 1'-6"CHIMNEY FRAMING- AT EXTERIOR WALLWALL SHEATHING TO CHIMNEYLEVEL BOTTOM PLT PER FRAMINGNOTESWALL SHEATHING TO DBL TOPPLT PER FRAMING NOTESSPLICE WALL SHEATHING MIN 12"ABOVE CHIMNEY LEVEL BOTTOM PLTSPLICE WALL SHEATHING MIN 12"BELOW DBL TOP PLTMIN (5) FIELD NAILS PER STUDWITHIN TOP 12" WALLMIN (5) FIELD NAILS PER STUDWITHIN BOTTOM 12" OF WALLWALL SHEATHING TO DBL TOPPLT PER FRAMING NOTESCHIMNEYT.O.PWALLT.O.PMIN 12"MIN 12"PERPENDICULAR WALL DBL TOP PLT,TYP AS SHOWN (STUDS NOT SHOWNFOR CLARITY)FULLY SHEATH CHIMNEY PERFRAMING NOTESPROVIDE 2x_ BLOCKING BETWEENCHIMNEY KNEEWALL FRAMING FORSHEATHING EDGE NAILINGPROVIDE 2x_ BLOCKING BETWEENROOF FRAMING, FASTEN TO WALLDBL TOP PLT W/ (2) ROWS 10d @ 6"OC STAGGEREDFRAME CHIMNEY KNEEWALL W/2x4 @ 16" O.C.KNEEWALL DBL TOP PLTOSB OR PLYWOOD FIREBLOCKING @MAX 10'-0" OC, FASTEN ALL PANELEDGES W/ 8d COMMON @ 6" OCC11312-27-2023ADDED CHIMNEY3REV 12-27-2023