1828 ATLANTIC BEACH DR RES25-0208 -Engineering DWGSS0.0GENERALNOTESTHIS 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.07-03-2025SHEET INDEXS0.0GENERAL NOTESS0.1FOUNDATION PLANSD.0FOUNDATION DETAILSS1.01ST LEVEL FRAMINGS1.11ST LEVEL ROOF/FLOORS2.02ND LEVEL FRAMINGS2.12ND LEVEL ROOFSD.1DETAILSSD.2DETAILSSD.3DETAILSSD.4DETAILSC&C DESIGN PRESSURES (ASD) psfLOCATIONAREA(SF)INTERIOR ZONE 4END ZONE 5WALLS, WINDOWS,& DOORS10+25.32-27.47+25.32-33.9120+24.18-26.33+24.18-31.6250+22.67-24.82+22.67-28.61100+21.53-23.68+21.53-26.33200+20.39-22.54+20.39-24.051000+18.88-21.03+18.88-21.0316FT GARAGEDOOR+21.53-26.33ALLOWABLE PRESSURES (ASD)=0.6*ULTa=4FTGABLE ROOF-C&C DESIGN PRESSURES (ASD) psfLOCATIONAREA (SF)POSITIVE(ALL ZONES)ZONE 1ZONE 2ZONE 3ROOF0-10+23.18-42.49-46.78-57.5111-20+21.19-36.03-41.82-50.0621-50+18.56-27.49-35.25-40.2251++16.58-21.03-30.29-32.77OVERHANGS0-10- --72.53-76.82-87.5511-20- --63.79-69.58-77.8221-50- --52.24-60.00-64.9650+- --43.49-52.75-55.23SOFFITSALL+25.32-27.47-27.47-33.91ALLOWABLE PRESSURES (ASD)=0.6*ULTa=4FTHIP ROOF-C&C DESIGN PRESSURES (ASD) psfLOCATIONAREA (SF)POSITIVE(ALL ZONES)ZONE 1ZONE 2ZONE 3ROOF0-10+18.88-36.05-46.78-55.3611-20+16.31-30.88-40.34-46.3221-50+12.88-24.89-31.76-34.3751++10.30-21.03-25.32-25.32OVERHANGS0-10- --66.09-76.82-85.4111-20- --58.65-68.10-74.0821-50- --49.64-56.51-59.1150+- --43.49-47.79-47.79SOFFITSALL+25.32-27.47-27.47-33.91ALLOWABLE PRESSURES (ASD)=0.6*ULTa=4FT130(ULT)/ 101(ASD)CENCLOSED (GCpi=+/-0.18)RESIDENTIALIINO0 psfIIBD4.5WALL ZONES (GENERIC BUILDING SHOWN)aa554545ROOF ZONES (GENERIC BUILDING SHOWN)GABLEa2aaa32312 122323HIP2aa
aa1 11a
a12333322222222ABBREVIATIONSACIAMERICAN CONCRETE INSTITUTEADDTADDITIONALAFFABOVE FINISHED FLOORANSIAMERICAN NATIONAL STANDARDS INSTITUTEAPATHE ENGINEERED WOOD ASSOCIATIONARCHARCHITECTURAL DRAWINGSASCE AMERICAN SOCIETY OF CIVILENGINEERSASD ALLOWABLE STRESS DESIGNASTMAMERICAN SOCIETY FOR TESTING AND MATERIALSATRALL-THREAD RODAWPAAMERICAN WOOD PROTECTIONASSOCIATIONBCBOTTOM CHORDBCSIBUILDING COMPONENT SAFETYINFORMATIONBRGBEARINGC&CCOMPONENTS & CLADDINGCLGCEILINGCONCCONCRETECdLOAD DURATION FACTORCONTCONTINUOUSCONVCONVENTIONALCMUCONCRETE MASONRY UNITDBLDOUBLEDIAGDIAGONALDLDEAD LOADDOCDEPARTMENT OF COMMERCEEORENGINEER OF RECORDEWEACH WAYEWPENGINEERED WOOD PRODUCTf'cCONCRETE COMPRESSIVE STRENGTHFBCFLORIDA BUILDING CODEFDNFOUNDATIONFFEFINISHED FLOOR ELEVATIONf'mMASONRY COMPRESSIVE STRENGTHFRCFLORIDA RESIDENTIAL CODEFTFEETFTGFOOTINGGCpiINTERNAL PRESSURE COEFFICIENTHDRHEADERHGTHEIGHTILOIN LIEU OFksiKIPS PER SQUARE INCHLLLIVE LOADLSLLAMINATED STRAND LUMBER(1.55E- 1 34" WIDE PLIES UNO)LVLLAMINATED VENEER LUMBER(2.0E- 1 34" WIDE PLIES UNO)MAXMAXIMUMMINMINIMUMNDSNATIONAL DESIGN SPECIFICATIONNo.NUMBEROC ON CENTEROSBORIENTED STRAND BOARDPERPPERPENDICULARPLTPLATEpsfPOUNDS PER SQUARE FOOTpsiPOUNDS PER SQUARE INCHPTPRESSURE TREATEDREINFREINFORCEMENTREQREQUIREDRSRSROOF SHEATHING RING SHANKSBCASTRUCTURAL BUILDING COMPONENTS ASSOCIATIONSEISTRUCTURAL ENGINEERINGINSTITUTESFSQUARE FEET (AREA)SIM SIMILAR TO DETAIL/CALLOUTSPECSPECIFICATIONSPFSPRUCE PINE FIRSWSHEARWALLSYPSOUTHERN YELLOW PINETCTOP CHORDTLTOTAL LOADTMSTHE MASONRY SOCIETYTOPTOP OF PLATETOMTOP OF MASONRYTPITRUSS PLATE INSTITUTETYPTYPICALULTULTIMATEUNOUNLESS NOTED OTHERWISEW/WITHW/OWITHOUTWSPWOOD STRUCTURAL PANELWWF WELDED WIRE FABRICDESIGN CRITERIATHIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING: - FLORIDA BUILDING CODE - RESIDENTIAL, 8TH EDITION (2023) - ASCE/SEI 7-22 "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)FLOOR LOADING (Cd = 1.00) TC LLTC DLBC LLBC DLBALCONIES/DECKS60 psf10 psf0 psf5 psfGAME ROOMS60 psf10 psf0 psf5 psfALL OTHER AREAS40 psf10 psf0 psf5 psf ROOF LOADING (Cd = 1.25)TC LLTC DLBC LLBC DLSHINGLE/METAL20 psf7 psf 10 psf * 5 psfTILE20 psf15 psf10 psf *5 psf* BC LL NON-CONCURRENT W/ OTHER LL's. INCREASE BC LL TO 20psf INATTIC AREAS W/ STORAGEDEFLECTION CRITERIAFLOOR:LLL/360TLL/240ROOF:LLL/240TLL/180WALLS:WINDL/360 (STUCCO)WINDL/240 (BRITTLE)WINDL/180 (FLEXIBLE)WOOD FRAMING1.ALL WOOD AND WOOD-BASED PRODUCTS HAS BEEN DESIGNED IN ACCORDANCE WITH NDS FORWOOD CONSTRUCTION AND NDS SUPPLEMENT (2018)2.ALL STRUCTURAL SAWN LUMBER AND ENGINEERED WOOD PRODUCT SHALL BE IDENTIFIED BYGRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION AGENCY3.ALL STRUCTURAL WOOD OR WOOD-BASED MEMBERS IN CONTACT WITH SOIL, CONCRETE,MASONRY, OR EXPOSED TO WEATHER SHALL BE PT ACCORDING TO AWPA U1 AND/OR AWPA M4,BASED ON INTENDED USE.4.REFERENCE FBC2304.10.1 FOR CODE PRESCRIBED CONNECTIONS. ALL FRAMING CONNECTIONSSPECIFIED ON PLAN ARE IN ADDITION TO THESE MIN CODE REQUIREMENTSROOF, FLOOR, & WALL SHEATHING1.ALL WOOD STRUCTURAL PANEL SHEATHING SHALL CONFORM TO DOC PS 1 OR DOC PS 22.PANELS SHALL BE IDENTIFIED FOR GRADE, BOND CLASSIFICATION, AND PERFORMANCE CATEGORYBY A GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED AGENCY3.SEE FRAMING NOTES FOR SHEATHING THICKNESS, SPAN RATING, FASTENING, AND BLOCKINGREQUIREMENTS4.ALL SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION (STRENGTH AXIS) PERPENDICULARTO SUPPORTS UNO ON PLANCONCRETE1.ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318 "BUILDING CODEREQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY" (2019)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:a.SLABS ON GROUND AND FOOTINGSf'c = 2,500 psib.STRUCTURAL WALLS, BEAMS, AND COLUMNSf'c = 3,000 psi4.STEEL REINFORCING FOR FOOTINGS SHALL COMPLY WITH ASTM A615 DEFORMED BARSAND HAVE A MIN YIELD STRENGTH OF 40,000 psi (GRADE 40)5.SEE FOUNDATION PLAN AND DETAILS FOR ALL ADDITIONAL CONCRETE AND REINFREQUIREMENTS AND SPECIFICATIONS. ALL FOOTER REINFORCEMENT TO HAVE 3"CLEAR COVER, TYPICAL.6.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, TEMPORARY SHORINGSHALL BE PROVIDED BY CONTRACTOR FOR ALL LINTEL SPANS 6FT OR GREATERPRE-ENGINEERED WOOD TRUSSES1.ALL PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCEWITH ANSI/TPI 1 (2014)2.ALL TRUSSES SHALL BE PREPARED BY A DELEGATED LICENSED PROFESSIONAL ENGINEER IN THESTATE OF FLORIDA AND SHALL MEET OR EXCEED THE MIN DESIGN CRITERIA SPECIFIED ON THESEPLANS3.ALL TRUSS-TO-TRUSS, MULTI-PLY TRUSS CONNECTIONS, AND BEAMS PROVIDED WITHIN THE ROOFAND/OR FLOOR SYSTEM ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER ANDSHALL BE SUBMITTED FOR APPROVAL TO THE EOR PRIOR TO FABRICATION4.TRUSSES SHALL BE INSTALLED AND BRACED IN ACCORDANCE WITH THE SBCA BCSI "GUIDE TOGOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOODTRUSSES"5.ALL TRUSS UPLIFT REACTIONS & UPLIFT CONNECTORS REQ HAVE BEEN CALCULATED BY THE EOR,CONNECTORS SPECIFIED ON THIS PLAN SET SUPERCEDE CONNECTORS & UPLIFTS SHOWN ONTRUSS MANUFACTURER'S SHOP DRAWINGS6.CONTACT EOR IF TRUSS CONSTRUCTION DOCUMENTS PROVIDED BY TRUSS MANUFACTURERDIFFERS FROM THE LAYOUT SHOWN ON THIS PLAN SETMETAL CONNECTOR SCHEDULESIMPSONUSPQUICK-TIECONNECTION ATMEMBERANCHORAGEH2.5TRT7HA6(5) 8d x 1 12" EACH END- -H8RT8AHA8(5) 10d x 1 12" EACH END- -MTS12MTW12CSMTS12(7) 10d x 1 12" EACH END- -HTS20HTW20CSHTS20(11) 10d x 1 12" EACH END- -LGT3-SDS2.5LUGT3CSLGT3(12) 14"x2 12" SDS (WS25)TO GIRDER(26) 16d SINKERS TOSTUDSLGT4-SDS3LUGT4CSLGT4(16) 14"x3" SDS (WS3) TOGIRDER(30) 16d SINKERS TOSTUDSMSTA24MSTA24CSMS24(9) 10d COMMON EACHEND- -MSTA36MSTA36CSMS36(13) 10d COMMON EACHEND- -CS18CS20CS18-200(9) 10d COMMON EACHEND- -DTT2ZDTB-TZHDTT(8) 14" x 1 12" WOODSCREWS12" Ø x 4 12" SCREWANCHOR OR EMBEDHTT4HTT45HDTT45(18) 16d x 2 12"58" Ø ANCHOR W/ 6"EMBEDHTT5HTT45HDTT45(26) 16d x 2 12"58" Ø ANCHOR W/ 6"EMBEDABU44ZPAU44PBA44(12) 16d COMMON58" Ø ANCHOR W/ 7"EMBEDABU66ZPAU66PBA66(12) 16d COMMON58" Ø ANCHOR W/ 7"EMBEDGENERAL NOTESSOILS1.ALL SLABS ON GROUND AND FOOTINGS HAVE BEEN DESIGNED ASSUMINGNON-EXPANSIVE SOIL WITH A MIN ALLOWABLE SOIL CAPACITY OF 2,500 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"WATERPROOFING1.DESIGN AND INSTALLATION OF ALL WATERPROOFING, FLASHING, AND ROOF/WALL COVERINGASSEMBLIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR ARCHITECT OF RECORD.1.THESE PLANS ARE LIMITED TO STRUCTURAL DESIGN SCOPE ONLY. CONTRACTOR SHALLCOORDINATE THESE DOCUMENTS WITH ALL OTHER DISCIPLINES AND CONTACT EORFOR ANY COORDINATION NEEDED PRIOR TO BEGINNING CONSTRUCTION.2.THESE PLANS AND ANY OTHER ASSOCIATED DOCUMENTS SHALL BE OWNED AND ARETHE SOLE PROPERTY OF RUSSELL ROWLAND, INC. PLANS ARE INTENDED FOR THEEXCLUSIVE USE ON THIS PROJECT LOCATED AT THE SPECIFIED LOCATION AND MAYNOT BE DUPLICATED OR USED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTENCONSENT OF RUSSELL ROWLAND, INC.3.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OFCONSTRUCTION AND THE DESIGN OF ERECTION BRACING, SHORING, TEMPORARYSUPPORTS, ETC. REQUIRED DURING CONSTRUCTION.4.DO NOT SCALE DIMENSIONS SHOWN ON PLAN. REFER TO ARCHITECTURAL PLANS ANDFIGURES SHOWN FOR ALL DIMENSIONS. CONTACT RUSSELL ROWLAND, INC. WITH ANYDISCREPANCIES.5.DETAILS SHOWN ON PLAN ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO ALLSIMILAR SCENARIOS, UNO. SPECIFIC SPECIAL CONDITIONS TO BE SHOWN ON PLAN.NAIL 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 SINKER0.148"3 14"16d COMMON0.162"3 12"NOTE: ALL CONNECTIONS ON PLAN SHALL BE W/10d, UNONOTES:1.ALL CONNECTORS SPECIFIED PER SIMPSON STRONG-TIE "WOOD CONSTRUCTION CONNECTORS" CATALOG(2024-2025), MITEK "STRUCTURAL CONNECTORS," 61ST EDITION, & QUICK-TIE "PRODUCT CATALOG" (FALL 2022)2.ALL CONNECTORS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS3.ANY CONNECTORS NOT SPECIFIED IN TABLE ABOVE, SHALL BE INSTALLED PER THE MANUFACTURER'SSPECIFICATIONS4.POSITIVE PLACEMENT GUN NAILS W/ EQUAL DIAMETER & MIN 2 12" LONG MAY BE USED ILO COMMON NAILS ON CS18STRAPS, MSTA STRAPS, AND ABU POST BASE ANCHORS5.PLAN SPECIFIED CONNECTORS MAY BE SUBSTITUTED W/ EQUAL OR GREATER ALTERNATIVE AS DETERMINED BYPRODUCT MANUFACTURER6.ALL POST-INSTALLED AND EMBED ANCHORS IN CONCRETE SHALL BE INSTALLED W/ SIMPSON SET-3G, AT-3G,QUICK-TIE QE-2, OR EQUIVALENT7.FASTENERS, CONNECTORS, AND ACCESSORIES IN CONTACT WITH PT WOOD SHALL BE HOT-DIPPED GALVANIZEDSTEEL OR STAINLESS STEEL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS8.IF FOR EXTERIOR USE OR WITH ACQ/CA/MCA TREATED WOOD, CONNECTORS & FASTENERS SHALL BE HOT-DIPPEDGALVANIZED, G-185 (Z-MAX), OR STAINLESS STEELDESCRIPTIONDATESHEET NUMBERREVISIONS12854 KENAN DR #125
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 77693ALDERMAN RESIDENCE
ATLANTIC BEACH COUNTY CLUB LOT 60
0 ATLANTIC BEACH DR
ATLANTIC BEACH, FL 32233
DUVAL COUNTY25-0823SLSBDP07-03-2025
S0.1FOUNDATIONPLANTHIS 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.07-03-2025Scale: 1/4"=1'-0"FOUNDATION PLAN0.1FOOTING SCHEDULE16"x16"x12" DEEP W/ (2) No.4 OR (2) No.5 EW24"x24"x18" DEEP W/ (4) No.4 OR (3) No.5 EW30"x30"x18" DEEP W/ (5) No.4 OR (4) No.5 EW36"x36"x18" DEEP W/ (6) No.4 OR (5) No.5 EW40"x40"x20" DEEP W/ (8) No.4 OR (6) No.5 EWF16F24F30F36F40FOUNDATION NOTES:SEE CONCRETE AND SOIL GENERAL NOTES SHEET S0.0 FOR ALL ADDITIONALSPECIFICATIONS. ALL FTGS ASSUMED TO BE ONE-STORY UNO ON PLAN BY:TWO-STORY HATCHSLAB ON GROUND1.MINIMUM COMPRESSIVE STRENGTHf'c= 2,500psi AT 28 DAYS2.MINIMUM THICKNESS3 12"3.REINFORCED W/ EITHER:a.6x6 W1.4 x 1.4 WWF W/ MIN 8" LAP ORb.FIBER REINFORCED W/ 12"-2 14" STRAND LENGTH AND 0.75- 3.0 POUNDSPER CUBIC YARD DOSAGECONCRETE FOOTINGS4.MINIMUM COMPRESSIVE STRENGTHf'c=2,500psi AT 28 DAYS5.SEE FOUNDATION DETAILS FOR FOOTING THICKNESS, WIDTH AND REINFREQUIREMENTS6.REINF SHALL BE MIN GRADE 40 AND LAPPED AS FOLLOWS:a.No.4 (48) BAR DIAMETERS MIN 24" LAPb.No.5(48) BAR DIAMETERSMIN 30" LAP7.PROVIDE BENT BARS AT ALL CORNERS TO MATCH CORNER ANGLE,CORNER BARS SHALL EXTEND MIN 24" EACH SIDE8.PROVIDE RE-ENTRANT CORNER REINF AS REQ PER RE-ENTRANT CORNERREINFORCEMENT DETAIL, SHEET SD.0STEMWALL FOUNDATIONS9.ALL MASONRY UNITS SHALL BE 8" NOMINAL WIDTH AND LAID IN RUNNINGBOND PATTERN10.SEE FOUNDATION DETAILS FOR ALL REINF SIZE AND SPACINGREQUIREMENTS11.SEE FOUNDATION DETAILS FOR DOWEL SIZING AND SPACING12.ALL VERTICAL DOWELS TO HAVE STANDARD HOOK AND TIE INTO FOOTINGREINF13.ALL VERTICAL DOWELS SHALL EXTEND MIN 25" OUT OF FOOTING TO LAPW/ VERTICAL REINF14.VERTICAL REINF TO HAVE STANDARD HOOK AND TIE INTO CHAIRBLOCK/BOND BEAM HORIZONTAL REINFDESCRIPTIONDATESHEET NUMBERREVISIONS12854 KENAN DR #125
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 77693ALDERMAN RESIDENCE
ATLANTIC BEACH COUNTY CLUB LOT 60
0 ATLANTIC BEACH DR
ATLANTIC BEACH, FL 32233
DUVAL COUNTY25-0823SLSBDP07-03-2025PROVIDE No.5 DOWEL W/ STANDARDHOOK & EXTEND MIN 25" OUT OFFOOTING TO LAP W/ VERTICALREINF, SEE 1ST LEVEL FRAMINGPLAN FOR LOCATIONS, TYPSTEPS PERBUILDERSTEPS TO GRADEPER BUILDERSTEPS TO GRADEPER BUILDERF30F30F30F24F36RECESS PER ARCHRECESS PER ARCHRECESS PER ARCHRECESSPER ARCHRECESS PER ARCHRECESS PER ARCHRECESS PER ARCH1SD.02SD.06SD.06SD.06SD.01SD.01SD.01SD.03SD.03SD.03SD.03SD.01SD.01SD.01SD.01SD.04SD.0TYP @SHOWER5SD.03SD.03SD.01SD.03'-8"1'-4"3'-4"20'-4"7'-4"73'-0"76'-8"1'-4"2'-0"9'-0"1'-4"2'-6"9'-0"1'-4"9'-0"2'-6"
7'-2"15'-2"5'-4"
66'-4"
12'-4"24'-4"16'-8"12'-0"8'-0"23'-4"16'-8"31'-4"76'-8"16'-2"13'-8"16'-0"19'-8"0'-10"17'-0"46'-8"66'-4"
14'-4"
0'-10"
7'-2"
0'-10"
5'-1"15'-1"5'-81
2"9'-111
2"2'-0"
8'-6"3'-7"2'-5"2'-1"3'-81
2"10'-31
2"
1'-0"
15'-1"19'-8"F3012'-4"4'-10"
11'-111
2"16'-81
2"8'-7"9'-11
2"2'-111
2"8'-2"3'-6"13'-7"4'-6"4'-3"7'-2"4'-0"8'-2"7'-0"18'-4"14'-0"6'-9"6'-1"3'-8"3'-7"4'-5"4'-8"22'-0"2'-0"13'-0"23'-0"8'-4"8'-3"23'-1"16'-8"1SD.0SIMSIMSIMSIM1SD.01SD.01SD.01SD.06'-0"22'-4"F2412'-21
2"3'-8"20'-91
2"
4'-0"
6'-8"10SD.011'-0"8'-8"3'-4"3'-8"3SD.013'-8"4'-6"0'-9"
2'-0"
MIN 4'-0"2ND STORYFTG REQ
SD.0FOUNDATIONDETAILSTHIS 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.07-03-20251234567891011111'-0"1x2 KEYWAY JOINTCONSTRUCTION JOINT8"CONC SLAB W/ REINFPER PLAN18"x1" SAW CUT CONTROL JOINT,PLACE WITHIN 8 HOURS OF POURCONTROL JOINTCONC SLAB W/ REINFPER PLAN24" LONG No.4 OR No.5 BAR ATMID-HEIGHT OF SLABTYPICAL WALL FTG REINFRE-ENTRANT CORNER REINFORCEMENTMIN 2"1'-4"1'-8"1-STORY W/ (2) No.4 OR (2) No.52-STORY W/ (3) No.4 OR (2) No.51111INTERIOR BEARING FOOTING8"CONC SLAB W/ REINFPER PLANNON-BEARING CURB STEP8"PERARCH FFE8"12"CONC SLAB W/ REINFPER PLAN1111IF STEP >12", PROVIDECONT No. 4 OR No. 5BAR IN TOP OF FTG BEARING CURB STEPPERARCH1'-6"FFE8"
12"CONC SLAB W/ REINFPER PLAN1111IF STEP >12", PROVIDECONT No. 4 OR No. 5BAR IN TOP OF FTG8"11(1) No. 4 OR (1) No. 5 CONTTHICKENED EDGE FOOTINGGRADE4"CONC SLAB W/ REINFPER PLANDESCRIPTIONDATESHEET NUMBERREVISIONS12854 KENAN DR #125
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 77693ALDERMAN RESIDENCE
ATLANTIC BEACH COUNTY CLUB LOT 60
0 ATLANTIC BEACH DR
ATLANTIC BEACH, FL 32233
DUVAL COUNTY25-0823SLSBDP07-03-2025MIN 8"
MAX 24"
MIN 12"1'-6"1'-6"1'-8"1-STORY W/ (2) No.4 OR (2) No.52-STORY W/ (3) No.4 OR (3) No.5MAX 48"
CONTACT EOR IF
ADDT HGT IS REQ
(1) No.5 CONT118" MINMAX 8"WALL FOOTING W/ CURB -MONOLITHIC WALL FOOTING W/ CURB-STEMWALLGRADEGRADE1'-0"CONC SLAB W/ REINFPER PLANCONC SLAB W/ REINFPER PLANFULL HEIGHT No. 5 VERTICAL &FILLED CELL, LOCATIONS PER PLANMIN 25" LAPFULL HEIGHT No. 5 VERTICAL &FILLED CELL, LOCATIONS PER PLANNo. 5 DOWEL TO LAP WALL REINFMIN 25" & STD HOOK INTO FTG,LOCATIONS PER PLANMIN 25" LAP
·No. 5 VERTICAL & FILLED CELL @ MAX 48" OC& EACH WALL VERTICAL REINF LOCATION·EXTEND VERTICAL REINF TO LAP WALL REINFMIN 25", LOCATIONS PER PLAN·PROVIDE STD HOOK INTO FTG11MIN 8"MIN 12"1'-6"W/ (2) No.4 OR (2) No.5TYPICAL WALL FOOTING-MONOLITHIC1'-6"1'-8"1-STORY W/ (2) No.4 OR (2) No.52-STORY W/ (3) No.4 OR (3) No.5MAX 48"SEE TABLE ABOVE IFADDT HGT IS REQ
(1) No.5 CONTTYPICAL WALL FOOTING-STEMWALLCONC SLAB W/ REINFPER PLANGRADEGRADE1'-0"CONC SLAB W/ REINFPER PLANMAX 28"STEMWALL HGTVERTICAL REINFORCEMENTFOOTING DIMS (W x D)CONT. REINFORCEMENT4'-0"(6) COURSESNo.4 @ 48" OC1-STORY 1'-4" x 1'-0"(2) No.4 OR No.52-STORY 1'-8" x 1'-0"(3) No.4 OR No.56'-0"(9) COURSESNo.5 @ 32" OC1-STORY 2'-0" x 1'-0"(3) No.4 OR No.52-STORY 2'-6" x 1'-0"(3) No.4 OR No.58'-0"(12) COURSESNo.5 @ 24" OC1-STORY 3'-0" x 1'-4"(4) No.4 OR No.52-STORY 3'-6" x 1'-4"(4) No.4 OR No.5WHERE HEIGHT EXCEEDS 48", ADDNo.5 BENT BAR INTO SLAB TO MATCHVERT. SPACINGFULL HEIGHT No. 5 VERTICAL &FILLED CELL, LOCATIONS PER PLANMIN 25" LAPFULL HEIGHT No. 5 VERTICAL &FILLED CELL, LOCATIONS PER PLANNo. 5 DOWEL TO LAP WALL REINFMIN 25" & STD HOOK INTO FTG,LOCATIONS PER PLANMIN 25" LAP
·No. 5 VERTICAL & FILLED CELL @ MAX 48" OC& EACH WALL VERTICAL REINF LOCATION·EXTEND VERTICAL REINF TO LAP WALL REINFMIN 25", LOCATIONS PER PLAN·PROVIDE STD HOOK INTO FTGCMU WALL PER PLANCMU WALL PER PLANTYPICAL WALL FOOTING- MONOLITHIC (CMU)GRADEMAX 6'-8", CONTACT EOR SHOULDADDITIONAL HEIGHT BE NEEDED1'-4"(1) No.5 CONTNo.5 VERTICAL & FILLEDCELL @ MAX 48" O.C. W/STANDARD HOOK INTO FTGWIDTH & FOOTER REINF. PERTABLE BELOWNo.5 VERTICAL & FILLEDCELL @ MAX 48" O.C. TOLAP W/ FTG REINF BELOWWALL HGTFOOTING DIMS (W x D)CONT. REINFORCEMENT6'-0"(10) COURSES4'-0" x 1'-4"(6) No.4 OR (4) No.5MAX 25" LAP
W/ (2) No.4 OR (2) No.5W/ (2) No.4 OR (2) No.5
S1.01ST LEVELFRAMINGTHIS 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.07-03-2025PLANK HDRSIZEMAX CLEARSPAN2x45' 0''2x67' 4''(2) 2x47' 1''(2) 2x610' 5''Scale: 1/4"=1'-0"1ST LEVEL FRAMING PLAN1.0DESCRIPTIONDATESHEET NUMBERREVISIONS12854 KENAN DR #125
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 77693ALDERMAN RESIDENCE
ATLANTIC BEACH COUNTY CLUB LOT 60
0 ATLANTIC BEACH DR
ATLANTIC BEACH, FL 32233
DUVAL COUNTY25-0823SLSBDP07-03-2025FRAMING 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 SHEARWALLFRAMING TABLE BELOW FOR SHEARWALL ANCHOR SPACING3.MIN (2) ANCHORS PER PLT SEGMENT4.2ND LEVEL BOTTOM PLT TO RIBBON BOARD/TOP CHORD BELOW W/ 10d @ 6" OC,SEE SHEARWALL FRAMING TABLE BELOW 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-NAILS*NOTE: SHOULD TWO ADJACENT SHEARWALLS SHARE A CORNER, THE HOLDDOWNWITH LESS CAPACITY MAY BE OMITTED PROVIDED THE CORNER STUDS AREFASTENED TOGETHER PER FRAMING NOTES ABOVE.SHEARWALL FRAMING TABLEPLAN NOTELEVELNO. STUDSREQ. EACHENDHOLDDOWN/STRAPPING REQ.EACH END*BOTTOM PLTANCHOR/NAILSPACINGNOTE 18aCMU**2DTT2Z48" OCWOOD2(1) CS18 6" OCNOTE 18bCMU**2HTT4 24" OCWOOD2(2) CS18 3" OCNOTE 18cCMU**3HTT5 24" OCWOOD3(3) CS18 3" OCNOTE 18dCMU**3HDQ8-SDS3 24" OCWOOD3(1) MSTC403" OC**NOTE: WHERE UPPER LEVEL WALL IS ABOVE CMU WALL, EXTEND HOLD-DOWNANCHOR BOLT THROUGH FLOOR SYSTEM INTO BOND BEAM BELOW13.SEE WSP HEADER FRAMING ELEVATION ON DETAIL SHEETS FOR INSTALLATIONSPECIFICATIONS14.MIN (2) JACK STUDS REQ BETWEEN OPENINGS, SEE INTERMEDIATE JACK STUDSAT HEADER ON DETAIL SHEETS FOR INSTALLATION SPECIFICATIONSWALL SHEATHING15.SHEATH ALL EXTERIOR WALLS W/ 716" 24/16 SPAN RATED OSB OR PLYWOOD.SHEATHING SHALL BE INSTALLED HORIZONTALLY OR VERTICALLY WITH MIN 2x4SPF 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.SHEARWALL FRAMING: SHEATH ALL SHEARWALLS PER NOTE 15 ABOVE, UNO ONPLAN. PROVIDE THE FOLLOWING BOTTOM PLT ANCHORAGE &HOLDDOWN/STRAPPING @ EACH END OF SHEARWALL SEGMENT AS DENOTEDON FRAMING PLAN. SEE TYPICAL SHEARWALL FRAMING ELEVATION ON DETAILSHEETS.MASONRY NOTES:MASONRY WALLS1.ALL MASONRY UNITS SHALL BE 8" NOMINAL WIDTH AND LAID IN RUNNINGBOND PATTERN W/ CONT (2) 2x8 No.2 SYP PT TOP PLATE2.(2) 2x8 No.2 SYP PT TOP PLT TO BOND BEAM W/ 12"Ø x 8" LONG TITEN HD OR12"Ø x 8" LONG J-HOOK ANCHOR BOLT. J-HOOK ANCHOR BOLTS MAY NOT BEUSED @ HOLD-DOWN CONNECTORS3.ANCHORS TO BE INSTALLED WITHIN 12" OF THE PLT BREAK AND @ MAX 48" OC4.MIN (2) ANCHORS PER PLT SEGMENT5.TOP OF MASONRY WALL PER ARCH PLANS6.(1) COURSE BOND BEAM @ TOP OF ALL WALLS W/ (1) CONT. No.5, UNO7.ALL VERTICAL DOWELS SHALL HAVE A MIN 25" LAP AT ANY SPLICE8.VERTICAL REINF TO HAVE STANDARD HOOK AND TIE INTO CHAIR BLOCK/BONDBEAM HORIZONTAL REINF9.SEE ARCH PLANS FOR TOM & OPENING HEIGHT ELEVATIONS, UNO ON PLAN10.FASTEN END WALL STUD TO MASONRY W/ (2) ROWS 14"Ø x 3 14" LONGTAPCONS @ MAX 24" OC. PROVIDE MOISTURE BARRIER BETWEEN WOOD &MASONRY11.PRECAST MASONRY LINTEL SHALL BE INSTALLED ABOVE EACH OPENING,DEPTH PER PLAN12.PRECAST MASONRY SILL SHALL BE INSTALLED IN EACH WINDOW OPENING13.WHERE NOTED PROVIDE 3"Ø HOLE IN BOTTOM OF PRECAST MASONRY LINTELTO EXTEND WALL REINF THROUGH AS REQUIRED. DO NOT CUT STEEL INPRECASTLEGEND & SYMBOLS(2) No. 5 VERTICAL REINF.TOLAP W/ VERTICAL WALL REINF11CS18DTT2ZHEADER CALLOUT1122x6No. OF HDR PLIESHDR SIZENo. OF JACK STUDSNo. OF KING STUDSLOAD BRG WALL W/ UPLIFTHDR/BEAMHEADER UPLIFT CONNECTION CALLOUTTYPE OF STRAP REQHOLDDOWN/STRAP TOFRAMING BELOWNo. OF HOLDDOWN/STRAPSREQNo. OF HDR TO JACKSTRAPS REQLINTEL CALLOUTNo. 5 VERTICAL REINF. &FILLED CELL**IF ( ) SHOWN, (2) SDWC15600 REQTOP PLT TO STUDSTUD GROUP CALLOUTNo. OF STUDS REQ, MATCH WALLWIDTH UNOHOLDDOWN/STRAP TO FRAMING BELOWEXTEND HOLD-DOWN ANCHOR THROUGHFLOOR SYSTEM INTO BOND BEAM BELOW2 CS182SNo. OF HOLDDOWN/STRAPSREQ (IF MULTIPLE)LOAD BRG WALL W/O UPLIFT8F16-1B/1TLINTEL WIDTH (INCHES)LINTEL DEPTH (INCHES)No. OF BOTTOM No. 5 BARSNo. OF TOP No. 5 BARSF= FILLED, R=RECESSEDPRE-CAST LINTELINTERIOR CMU WALLBEAM B02GIRDER T26
GIRDER FG07GIRDER FG08GIRDER FT05
GIRDER T32GIRDER FG02BEAM B01GIRDER FG05
GABLE GE07
1'-0"8"9'-8"8"1'-6"8"9'-8"8"9'-8"8"1'-6"
4"1'-4"4'-8"4'-4"3'-8"3'-10"3'-6"3'-8"4'-4"4'-8"4'-0"2'-9"6'-8"3'-7"8"8"4'-4"3'-8"2'-4"3'-0"3'-1"3'-4"5'-3"5'-3"3'-4"3'-1"2'-9"8"8"12'-8"8"8"1'-0"8"6'-8"8"4'-0"8"2'-6"8"10'-5"8"2'-10"1'-4"1'-0"8"10'-5"0'-8"1'-0"3'-4"2'-2"8"10'-5"8"2'-2"4'-11"6'-0"6'-0"4'-7"3'-8"3'-5"3'-5"3'-4"4'-1"4'-1"3'-8"1'-6"2'-10"6'-0"6'-0"2'-0"PROVIDE No. 5 FULL HEIGHTVERTICAL & FILLED CELL W/STANDARD HOOK INTO BONDBEAM, TYP AT LOCATIONSSHOWN & MAX 72" OCPROVIDE No. 5 FULL HEIGHTVERTICAL & FILLED CELL W/STANDARD HOOK INTO BONDBEAM, TYP AT LOCATIONSSHOWN & MAX 72" OCSD.2B56x6 POST(2) TOTALGIRDER FG03GIRDER FG04A1SD.1TYPA1SD.1TYPLOCATE (2) FILLEDCELLS & VERTICALAT BEAM LOCATION2SDTT2Z2SDTT2Z(3)2x6HTT4311 14" LVL312SDTT2Z22x61122x61122x102122x1221(4)2x8HTT52S- -2S- -8RF22-1B/1T8F24-1B/1T8F12-1B/1T8F12-1B/1T8RF22-1B/1T(3) 14" LVLHUC212-28F24-1B/1T(2) 2x12HUC212-2HUC212-2HUC212-2B6SD.2TYP @PORCHB8SD.2B6SD.2TYP @PORCHA2SD.1TYP8F24-1B/1T8F24-1B/1T8F24-1B/1T(2) 2x12A2SD.1TYP(4)2x6HTT58F24-1B/1T8F24-1B/1T8F24-1B/1T8F24-1B/1TA2SD.1TYP1CS181DTT2Z1CS181DTT2Z8F24-1B/1T(3) 2x10HUC210-3HUC210-2(2) 2x10B7SD.2@ TRELLISWALL TYPEMAX WALLHEIGHTSTUDS REQUIREDEXTERIOR9' 1-1/8"2x6@ 16'' OCINTERIOR LOADBRGALL2x_ @ MAX 16" OCINTERIORNON-LOAD BRGALL2x_ @ MAX 24" OCBALLOONFRAMED11' 0''2x6@ 16'' OC2SHTT4SD.3C10BUILT-UPCOLUMNTO FTGW/ HTT4SEE MASONRYNOTE 10SEE MASONRYNOTE 10SEE MASONRYNOTE 101'-3"1CS181DTT2Z1CS181DTT2Z4x10 PT
SD.2B7TRELLIS BRACKET,(2) TOTALSD.2B56x6 POST(2) TOTAL3'-6"8F24-1B/1T
S1.11ST LEVELROOF/FLOORTHIS 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.07-03-2025FLOOR TRUSSES7.FASTEN ALL FLOOR TRUSSES TO DBL TOP PLT W/ (3) 10d TOE-NAILS8.SEE TRUSS PLAN AND TYPICAL FLOOR SECTIONS ON DETAIL SHEETS FOR ALLADDITIONAL UPLIFT CONNECTIONS REQ9.TRUSSES SHALL BE INSTALLED AND BRACED IN ACCORDANCE W/ THE SBCABCSI GUIDE10.WHERE TRUSSES BEAR PERPENDICULAR TO SUPPORTS INSTALL CONT. 2x_ No.2SYP RIBBON BOARD AS SHOWN IN PERPENDICULAR FLOOR SECTIONS ONDETAIL SHEETS, ATTACH RIBBON BOARD TO EACH TRUSS W/ MIN (4) 10dFACE-NAILS11.PROVIDE CRIPPLE STUDS/SQUASH BLOCKS WITHIN FLOOR SYSTEM BELOWUPPER LEVEL 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 ABOVEW/ 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" OCAT ALL 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 ON DETAIL SHEETS FOR ALLADDITIONAL UPLIFT CONNECTIONS REQ3.TRUSSES SHALL BE INSTALLED AND BRACED IN ACCORDANCE W/ THE SBCABCSI GUIDEROOF SHEATHING4.SHEATH ROOF FRAMING PER THE FOLLOWING SPECIFICATIONS, SHEATHINGSHALL BE 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,REFERENCE ROOF ZONES, SHEET 0.0.a.MIN 1532" 32/16 SPAN RATED SHEATHINGa.a.ZONE 1: 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.ZONE 1: 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, PROVIDE2x_ NAILER SLOPED TO MATCH ROOF PITCH. FASTEN NAILER TO EACH VERTICALWALL/FLOOR FRAMING MEMBER W/ (3) 10d @ MAX 24" OC, EDGE NAIL ROOFSHEATHING TO NAILERScale: 1/4"=1'-0"1ST LEVEL ROOF/FLOOR PLAN1.1DESCRIPTIONDATESHEET NUMBERREVISIONS12854 KENAN DR #125
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 77693ALDERMAN RESIDENCE
ATLANTIC BEACH COUNTY CLUB LOT 60
0 ATLANTIC BEACH DR
ATLANTIC BEACH, FL 32233
DUVAL COUNTY25-0823SLSBDP07-03-2025LUS26
LUS26
LUS26
LUS26
LUS26
LUS26
LUS26
LUS26
LUS26
LUS26
T32T25T23 J07F04
F12A
F02 FGE03
T31FT03T25
T23A
J03
FG03F04
F11
F02
F14
T31FT02T24A
T22
T30B02F06
F03A
F14
T33
T30
T28T24A
GE07
F08
F06
F13
T33
T30
GE13T24AFGE01
F03
FG08F03A
F13
T33
T30T25T24J07F05
F02A
FT01
FG04T31T25T23
J05
F04
F12
F02
FT02
T31GE10T22 J03F07
F04
F10
F14
T33
FT05
FT02T24A
T22
F09
F06
F14
T33
T30
T27T24AF01
F07A
F06
F13
T33
T30
GE12T24AB01F04A
F03A
F13
FG05
T33 T25GE08J07F05
F02
F03A
FT02
T31T25T23 J05FG07F04
F11
F02
T31FT03GE09
T22
T30
FGE02
F04
F10
F06
F14
T33
T30
FT01T24A
T21 FG02F09
F06
F14
T33
T30
T26T24AF01
F03A
F03A
F13
T33
T30
GE11T24AHJ07F03
F04A
F08
20'6"16'2"13'8"16'66'4"3'8"1'4"3'4"48'8"18'4"1'4"
5'4"15'2"7'2"24'4"12'4"2'8'12'16'8"76'8"23'4"16'8"7'4'10'1'6"2'4"8
2'18'18'18'1'10"12'1'10"8
2'1"8
7"1'4"82'2'2'1'11"81'4"8
2'2'2'2'1'11"8
2'2'1'4"
1'4"
1'4"
1'4"
1'4"
1'4"
1'4"
1'4"
1'1"
8"122'2'1'11"81'4"8
2'2'2'2'1'11"8
2'2'1'4"
1'4"
1'4"
1'4"
1'4"
1'4"
1'4"
1'4"
1'3"8
1'4"
1'4"
1'4"
1'4"
1'4"
1'4"2'1'2'1'
9"
10"
1'9"8
16'B3SD.1TYPC3SD.1TYPC7SD.2C3SD.1TYPC1SD.1TYPC3SD.1TYPC7SD.2C5SD.2C1SD.1SIMC1SD.1SIMC3SD.1TYPC5SD.2SIM @PORCHSIM @PORCH10'-6" ±5'-6" ±5'-6" ±2x6 No.2 SYP DIAGONAL BRACE@ 6'-0" OC PER DETAIL C5/SD.2,TYP AS SHOWN2'-0" ±
3'-6" ±
2'-0" ±TYPC8SD.2C8SD.2SIMC8SD.2TYPC8SD.2TYP2x4 No.2 SYP FLATWISE BLOCKINGBETWEEN FLOOR TRUSS TC, FASTENW/ (3) 10d TOE-NAILS EACH ENDC8SD.2SIMTYPC8SD.2SIMB1SD.1C1SD.1SIMA3SD.1TYPA3SD.1TYPA3SD.1TYPA3SD.1TYPA3SD.1TYP(2) HTS20HTT5 TO BOND BEAMW/ MIN 12" EMBED·CONT 2x6 No.2 SYP STRUCTURALFASCIA, FASTEN TO EACH RAFTER &TRUSS OVERHANG W/ (1) A35·ADD 2x6 No.2 SYP RAFTER BETWEENHIP GIRDER & ADJACENT TRUSS,FASTEN TO HIP W/ (4) 10d TOE-NAILSC1SD.1SIMA3SD.1TYPSEE OVERFRAMINGNOTES, THIS SHEET(2) MTS12HTS20 ORMSTA24HTS20 ORMSTA24HTS20 ORMSTA24(2) HTS20 OR(2) MSTA24C7SD.2(2) HTS20 OR(2) MSTA24B8SD.22x6 No. 2 SYP LEDGER,FASTEN TO WALLFRAMING W/ (5) 10dCOMMON @ MAX 16" OCC9SD.3HTT5 TO BOND BEAMW/ MIN 12" EMBED2x6 No.2 SYP DIAGONAL BRACE@ 6'-0" OC PER DETAIL C5/SD.2,TYP AS SHOWNHTT5 TO BOND BEAMW/ MIN 12" EMBED @FG02STUDS BELOWPER PLANBEAM/GIRDER PERPLANBEAM/GIRDER TO STUDS BELOWW/ HTT5 ATTACH TO INVERTEDHTT5 ON STUD GROUP SETFLUSH WITH UNDERSIDE OFWALL DBL TOP PLT, HTT5 TOHTT5 W/ 58"Ø ROD W/ NUT ANDWASHERDBL TOP PLATEBEAM/GIRDER UPLIFT CONNECTION1.11HTT5 TO INVERTED HTT5BELOW @ BEAM/GIRDER,SEE DETAIL 1.11, THISSHEETNARROW FACE OF TRUSSEND VERTICAL TONARROW FACE OF STUDSBELOW W/ (2) MSTA36VGT TO BOND BEAMW/ MIN 12" EMBEDVGT TO BOND BEAMW/ MIN 12" EMBEDHTT5 TO BONDBEAM W/ MIN12" EMBEDVGTL/R TO BOND BEAMW/ MIN 12" EMBED
S2.02ND LEVELFRAMINGTHIS 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.07-03-2025PLANK HDRSIZEMAX CLEARSPAN2x45' 0''2x67' 4''(2) 2x47' 1''(2) 2x610' 5''Scale: 1/4"=1'-0"2ND LEVEL FRAMING PLAN2.0DESCRIPTIONDATESHEET NUMBERREVISIONS12854 KENAN DR #125
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 77693ALDERMAN RESIDENCE
ATLANTIC BEACH COUNTY CLUB LOT 60
0 ATLANTIC BEACH DR
ATLANTIC BEACH, FL 32233
DUVAL COUNTY25-0823SLSBDP07-03-2025NOTE 18cNOTE 18bNOTE 18b
EDGE NAIL SHEATHING @ 3" OC
NOTE 18c NOTE 18c
GIRDER T10
GIRDER T14GIRDER J07ZG2SCS182SDTT2Z4S(3)MSTC4022x612NOTE 1422x612NOTE 1422x612NOTE 1422x612NOTE 1420-WSP22x61222x612NOTE 14211 14" LVL21@ INTERIOR HDR2CS182CS182CS181HTT4FRAMING 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 SHEARWALLFRAMING TABLE BELOW FOR SHEARWALL ANCHOR SPACING3.MIN (2) ANCHORS PER PLT SEGMENT4.2ND LEVEL BOTTOM PLT TO RIBBON BOARD/TOP CHORD BELOW W/ 10d @ 6" OC,SEE SHEARWALL FRAMING TABLE BELOW 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-NAILS*NOTE: SHOULD TWO ADJACENT SHEARWALLS SHARE A CORNER, THE HOLDDOWNWITH LESS CAPACITY MAY BE OMITTED PROVIDED THE CORNER STUDS AREFASTENED TOGETHER PER FRAMING NOTES ABOVE.SHEARWALL FRAMING TABLEPLAN NOTELEVELNO. STUDSREQ. EACHENDHOLDDOWN/STRAPPING REQ.EACH END*BOTTOM PLTANCHOR/NAILSPACINGNOTE 18aCMU**2DTT2Z48" OCWOOD2(1) CS18 6" OCNOTE 18bCMU**2HTT4 24" OCWOOD2(2) CS18 3" OCNOTE 18cCMU**3HTT5 24" OCWOOD3(3) CS18 3" OCNOTE 18dCMU**3HDQ8-SDS3 24" OCWOOD3(1) MSTC403" OC**NOTE: WHERE UPPER LEVEL WALL IS ABOVE CMU WALL, EXTEND HOLD-DOWNANCHOR BOLT THROUGH FLOOR SYSTEM INTO BOND BEAM BELOW13.SEE WSP HEADER FRAMING ELEVATION ON DETAIL SHEETS FOR INSTALLATIONSPECIFICATIONS14.MIN (2) JACK STUDS REQ BETWEEN OPENINGS, SEE INTERMEDIATE JACK STUDSAT HEADER ON DETAIL SHEETS FOR INSTALLATION SPECIFICATIONSWALL SHEATHING15.SHEATH ALL EXTERIOR WALLS W/ 716" 24/16 SPAN RATED OSB OR PLYWOOD.SHEATHING SHALL BE INSTALLED HORIZONTALLY OR VERTICALLY WITH MIN 2x4SPF 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.SHEARWALL FRAMING: SHEATH ALL SHEARWALLS PER NOTE 15 ABOVE, UNO ONPLAN. PROVIDE THE FOLLOWING BOTTOM PLT ANCHORAGE &HOLDDOWN/STRAPPING @ EACH END OF SHEARWALL SEGMENT AS DENOTEDON FRAMING PLAN. SEE TYPICAL SHEARWALL FRAMING ELEVATION ON DETAILSHEETS.LEGEND & SYMBOLS(2) No. 5 VERTICAL REINF.TOLAP W/ VERTICAL WALL REINF11CS18DTT2ZHEADER CALLOUT1122x6No. OF HDR PLIESHDR SIZENo. OF JACK STUDSNo. OF KING STUDSLOAD BRG WALL W/ UPLIFTHDR/BEAMHEADER UPLIFT CONNECTION CALLOUTTYPE OF STRAP REQHOLDDOWN/STRAP TOFRAMING BELOWNo. OF HOLDDOWN/STRAPSREQNo. OF HDR TO JACKSTRAPS REQLINTEL CALLOUTNo. 5 VERTICAL REINF. &FILLED CELL**IF ( ) SHOWN, (2) SDWC15600 REQTOP PLT TO STUDSTUD GROUP CALLOUTNo. OF STUDS REQ, MATCH WALLWIDTH UNOHOLDDOWN/STRAP TO FRAMING BELOWEXTEND HOLD-DOWN ANCHOR THROUGHFLOOR SYSTEM INTO BOND BEAM BELOW2 CS182SNo. OF HOLDDOWN/STRAPSREQ (IF MULTIPLE)LOAD BRG WALL W/O UPLIFT8F16-1B/1TLINTEL WIDTH (INCHES)LINTEL DEPTH (INCHES)No. OF BOTTOM No. 5 BARSNo. OF TOP No. 5 BARSF= FILLED, R=RECESSEDPRE-CAST LINTELINTERIOR CMU WALLWALL TYPEMAX WALLHEIGHTSTUDS REQUIREDEXTERIOR9' 1-1/8"2x6@ 16'' OCINTERIOR LOADBRGALL2x_ @ MAX 16" OCINTERIORNON-LOAD BRGALL2x_ @ MAX 24" OCBALLOONFRAMED11' 0''2x6@ 16'' OCFASTEN SW END STUDS DIRECTLYTO GIRDER BELOW, DO NOTSTRAP TO BLOCKINGBALLOON FRAME WALL CONT FROM BOND
BEAM TO 2ND LEVEL DBL TOP PLT 4S(3)MSTC40No.2 SYPSTUDS REQBALLOON FRAME WALL CONT FROM BONDBEAM TO 2ND LEVEL DBL TOP PLTNo.2 SYPSTUDS REQ
S2.12ND LEVELROOFTHIS 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.07-03-2025OVERFRAMING 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) 10dFACE-NAILSRAFTER SPAN TABLERAFTER OCSPACINGLUMBER SIZE2x62x82x102x1212"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 ON DETAIL SHEETS FOR ALLADDITIONAL UPLIFT CONNECTIONS REQ3.TRUSSES SHALL BE INSTALLED AND BRACED IN ACCORDANCE W/ THE SBCABCSI GUIDEROOF SHEATHING4.SHEATH ROOF FRAMING PER THE FOLLOWING SPECIFICATIONS, SHEATHINGSHALL BE 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,REFERENCE ROOF ZONES, SHEET 0.0.a.MIN 1532" 32/16 SPAN RATED SHEATHINGa.a.ZONE 1: 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.ZONE 1: 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, PROVIDE2x_ NAILER SLOPED TO MATCH ROOF PITCH. FASTEN NAILER TO EACH VERTICALWALL/FLOOR FRAMING MEMBER W/ (3) 10d @ MAX 24" OC, EDGE NAIL ROOFSHEATHING TO NAILERScale: 1/4"=1'-0"2ND LEVEL ROOF PLAN2.1DESCRIPTIONDATESHEET NUMBERREVISIONS12854 KENAN DR #125
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 77693ALDERMAN RESIDENCE
ATLANTIC BEACH COUNTY CLUB LOT 60
0 ATLANTIC BEACH DR
ATLANTIC BEACH, FL 32233
DUVAL COUNTY25-0823SLSBDP07-03-2025HTU26HTU26HTU26LUS26 HTU26LUS26
HTU26HTU26HTU26HTU26HTU26HTU26LUS26
HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26J07ZT09J07ZT09T15
J03Z
T09T13B J01ZT06V03
T13
T10
T03T01 J07ZT35T08J07ZT34J05Z
T36T14 J03ZV05
T13B
T11T05V02 HJ07ZGE05
GE03T02V01J07Z
T09GE01 T36J07ZT37T16 J05ZT13B J01Z
T07V04
T13A
GE04T04J07ZGT09GE0217'17'10"4'38'10"4'8"12'10"13'20'6"2'2'6"9'6"2'6"20'4"4'53'2'1'10"82'16'18'7'4'10'1'8"
1'4"C1SD.1TYPC6SD.2SIMC1SD.1TYPC1SD.1TYPC1SD.1TYPC5SD.2C5SD.2C5SD.2C5SD.27'-0" ±
3'-6" ±
3'-6" ±
7'-0" ±
3'-6" ±
3'-0" ±4'-6" ±4'-6" ±HTS20HTS20STUDS BELOWPER PLANGIRDER T10 PERPLANGIRDER TO STUDS BELOW W/(2) HTT4 ATTACH TO INVERTEDHTT4 ON STUD GROUP SETFLUSH WITH UNDERSIDE OFWALL DBL TOP PLT, HTT4 TOHTT4 W/ 58"Ø ROD W/ NUT ANDWASHER, EACH SIDE OFGIRDER AS SHOWNDBL TOP PLATE(2) HTT4 TO INVERTEDHTT4 BELOW @ T10,SEE DETAIL 2.11, THISSHEETGIRDER T10 UPLIFT CONNECTION2.11SEE "HIGH UPLIFT NOTE" ON DETAIL C1, SHEET SD.1C1SD.1SIMATTIC SHEATHING13.SHEATH ATTIC FLOOR FRAMING W/ 2332" TONGUE AND GROOVE OSB ORPLYWOOD.14.FASTEN SHEATHING TO ALL SUPPORTING MEMBERS W/ 10d COMMON @ 6" OCAT ALL PANEL EDGES AND 12" OC IN THE FIELD.ADD 2x_ BLOCKING BETWEEN BOTTOMCHORD OF 1ST (2) TRUSS BAYS BACK @MAX 48" OC, FASTEN W/ (3) 10d TOE-NAILSEACH END. ATTIC AREA TO BE SHEATHEDPER ATTIC SHEATHING NOTES7'-0" ±ADD 2x_ BLOCKING BETWEENBOTTOM CHORD OF 1ST (2) TRUSSBAYS BACK @ MAX 48" OC, FASTENW/ (3) 10d TOE-NAILS EACH END.ATTIC AREA TO BE SHEATHED PERATTIC SHEATHING NOTES3'-0" ±2x6 No.2 SYP DIAGONAL BRACE@ 6'-0" OC PER DETAIL C5/SD.2,TYP AS SHOWN2x6 No.2 SYP DIAGONAL BRACE@ 6'-0" OC PER DETAIL C5/SD.2,TYP AS SHOWN2x6 No.2 SYP DIAGONALBRACE @ 6'-0" OC PERDETAIL C5/SD.2, TYP ASSHOWNSHEATH ATTIC FLOORPER ATTIC SHEATHINGNOTES, THIS SHEET(2) HTT4 TO INVERTEDHTT4 BELOW @ T10,SEE DETAIL 2.11, THISSHEET
SD.1DETAILSTHIS 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.07-03-2025A1B1C1A2B2C2A3B3C3A4B4C4WSP 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 MIN (2) INTERMEDIATEJACKS, STUDS TO BE FRAMEDBESIDE OPENINGSPROVIDE BLOCKING BETWEENINTERMEDIATE JACKS AT SILL,FASTEN W/ (3) 10d TOE-NAILSEACH ENDINTERMEDIATE 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 PLANTYPICAL INTERIOR LOAD-BEARING WALL AT FOUNDATIONANCHOR BOLT W/ NUT & WASHERREQ @ MAX 48" OC & WITHIN 12" OFPLT BREAKS, UNO ON PLANEVERY OTHER STUD TO BOTTOMPLATE W/ SDWC15450 @ MAX 32" 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" OCTYPICAL INTERIOR LOAD-BEARING ROOF-TO-WALLEVERY TRUSS/RAFTER TOTOP PLATE W/ SDWC15600 @MAX 24" OCEVERY OTHER STUD TO TOPPLT W/ SDWC15600 @ MAX32" 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 NUMBERREVISIONS12854 KENAN DR #125
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 77693ALDERMAN RESIDENCE
ATLANTIC BEACH COUNTY CLUB LOT 60
0 ATLANTIC BEACH DR
ATLANTIC BEACH, FL 32233
DUVAL COUNTY25-0823SLSBDP07-03-2025TYPICAL EXTERIOR ROOF-TO-MASONRY WALLEVERY TRUSS TO PTPLT W/ H2.5(1) COURSE SOLID FILLEDBOND BEAM W/ (1) No. 5 CONTROOF DECK PER PLANPRE-ENGINEERED WOODTRUSSFASCIA PERARCHWIND-RATED SOFFIT BYCONTRACTORFULL HEIGHT No. 5 VERTICAL &FILLED CELL, LOCATIONS PERPLAN2x8 No.2 SYP PT PLT TO BONDBEAM PER MASONRY NOTES,SHEET S1.0J-BOLT ANCHORS MAY NOTBE USED @ HOLD-DOWNCONNECTORS8" MASONRY WALL PER PLANNOTE: WHERE TRUSS ALIGNS DIRECTLY OVERWALL STUD BELOW, FASTEN TRUSS TO TOPPLATE W/ (1) SDWC15600 INSTALLED FROMINSIDE FACE OF WALL AND FASTEN ALIGNEDSTUD BELOW TO DBL TOP PLT W/ (1) SDWC15600EVERY OTHER STUD TO BOTTOM PLTW/ SDWC15450 @ MAX 32" OCEVERY FLOOR SYSTEM MEMBER TO DBLTOP PLT W/ SDWC15600 @ MAX 24" OC2ND LEVEL FLOOR SHEATHINGTYPICAL INTERIOR LOAD-BEARING WALL AT FLOOR SYSTEMEVERY OTHER STUD TO DBL TOP PLTW/ SDWC15600 @ MAX 32" 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 OMITTED2x_ 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 OTHER STUD TO TOPPLT W/ SDWC15600 @ MAX32" OCTYPICAL EXTERIOR FLOOR SYSTEM- TRUSSES PERPENDICULAR - CMUCMU WALL REINFORCEMENT PER PLAN(1) COURSE BOND BEAM PER PLANEVERY FLOOR TRUSS TO PT PLT W/ H2.5TWALL SHEATHING TO PT PLT PERFRAMING NOTESWALL SHEATHING TO UPPER LEVELBOTTOM PLATE PER FRAMING NOTESUPPER LEVEL BOTTOM PLATE TORIBBON BOARD PER GENERALNOTESEVERY UPPER LEVEL STUD TOBOTTOM PLATE W/ SDWC15450@ MAX 32" O.C.UPPER LEVEL BOTTOM PLATE TOEVERY FLOOR TRUSS W/ SDWC15600@ MAX 24" O.C.UPPER LEVEL FLOOR SHEATHING2x_ NO. 2 SYP RIBBON BOARD PERTRUSS ENGINEERING(2) 2x8 No.2 SYP PT PLT TO BONDBEAM PER MASONRY NOTES,SHEET S1.0TYPICAL EXTERIOR FLOOR SYSTEM- TRUSSES PARALLEL-CMUWALL SHEATHING TO UPPER LEVELBOTTOM PLT PER FRAMING NOTES2x4 No. 2 SYP DIAGONAL BRACE @48" OC, FASTEN W/ (3) 10d EACH END2x4 No. 2 SYP NAILER, FASTEN TO TRUSS TOPCHORD W/ 10d @ 6" OCWALL SHEATHING TO PT PLT PERFRAMING NOTESCMU WALL REINFORCEMENT PER PLAN(1) COURSE BOND BEAM PER PLANUPPER LEVEL BOTTOM PLT TOTRUSS TC PER FRAMING NOTESEVERY UPPER LEVEL STUD TOBOTTOM PLATE W/ SDWC15450@ MAX 32" O.C.UPPER LEVEL BOTTOM PLATE TOEVERY FLOOR TRUSS W/ SDWC15600@ MAX 24" O.C.UPPER LEVEL FLOOR SHEATHINGFASTEN TO TRUSS BOTTOM CHORD W/10d @ 6" OC (TOE-NAILS OR FACE-NAILS)& (1) SDWC15450 @ MAX 24" OC SPACING(2) 2x8 No.2 SYP PT PLT TO BOND BEAMPER MASONRY NOTES, SHEET S1.0HIGH UPLIFT NOTEFASTEN EVERY STUD TOTOP PLT W/ SDWC15600@ MAX 16" OCCONC SLAB W/ REINFPER PLANMIN 25" LAPFULL HEIGHT No. 5 VERTICAL& FILLED CELL, LOCATIONSPER PLANNo. 5 DOWEL TO LAPWALL REINF MIN 25" &STD HOOK INTO FTG,LOCATIONS PER PLANGRADETYPICAL EXTERIOR WALL AT FOUNDATIONFOUNDATION PER PLAN8" CMU EXTERIOR WALL
SD.2DETAILSTHIS 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.07-03-2025A5B5C5A6B6C6A7B7C7A8B8C8AASECTION A-AFOUNDATION PER PLANPOST TO FDN W/ ONE OFTHE FOLLOWING OPTIONS:·ABU44Z- 4x4 POST·ABU66Z- 6x6 POST·ABU88Z- 8x8 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 ELEVDESCRIPTIONDATESHEET NUMBERREVISIONS12854 KENAN DR #125
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 77693ALDERMAN RESIDENCE
ATLANTIC BEACH COUNTY CLUB LOT 60
0 ATLANTIC BEACH DR
ATLANTIC BEACH, FL 32233
DUVAL COUNTY25-0823SLSBDP07-03-2025GABLE ANGLE BRACINGMIN 36" LONG OR FULL-HEIGHT2x4 No. 2 SYP 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 CEILING APPLICATIONS2.FOR PORCH LOCATIONS:2.a.36" VERTICAL NAILER AND DIAGONAL BRACE MAY BEOMITTED PROVIDED PORCH CEILING IS FULLY SHEATHED2.b.WHERE GABLE TRUSS IS BEARING ON PORCH BEAM BELOW,FASTEN GABLE BOTTOM CHORD TO PORCH BEAM W/ 10dTOE-NAILS @ 4" OC & (1) SDWC15600 @ 48" OC2.c.WHERE GABLE TRUSS IS CLEAR-SPANNING BETWEENBEARING SUPPORTS, FASTEN GABLE TRUSS TO FRAMING ATEACH BEARING LOCATION W/ (1) SDWC15600 OR (1) H2.5T2x6 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-NAILSMAX 16"OVERHANG2x4 No. 2 SYP OUTLOOKER @ MAX 24" OCOVER DROPPED GABLE TO 2ND TRUSSBACK, FASTEN TO GABLE TC W/ H2.5TFASCIAPER ARCH2x4 No. 2 SYP BLOCKING BETWEENOUTLOOKERS, FASTEN W/ (3) 10dTOE-NAILS EACH ENDOUTLOOKER TOTC W/ (3) 10dTOE-NAILSGABLE TRUSS TO DBL TOPPLT W/ 10d TOE-NAILS @ 4" OCGABLE TRUSS TO DBLTOP PLT W/ SDWC15600 @MAX 48" OC·2x4 FLATWISE BLOCKING BETWEENGABLE TRUSS BOTTOM CHORD @INTERMEDIATE TRUSS BOTTOM CHORDSAS SHOWN.·INSTALL BLOCKING INLINE W/PERPENDICULAR TRUSSES @ MAX 48" OC·ATTACH EACH BLOCK TO TRUSS BOTTOMCHORD W/ (3) 10d TOE-NAILFLATWISE BLOCKING TOOPPOSING TRUSS BOTTOMCHORDS W/ CS18 W/ MIN(4) 10d x 112" EACH ENDATTACHED EACH BLOCK TO DBLTOP PLT W/ (3) 10d FACE-NAILSGABLE BRACE DETAIL- PERPENDICULAR TRUSSES24"24"GABLE ANGLE BRACING @ MASONRYMAX 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 ENDNOTES1.DETAIL SIMILAR FOR TRAY CEILINGAPPLICATIONS2.FOR PORCH LOCATIONS, DIAGONALBRACE MAY BE OMITTED PROVIDEDPORCH CEILING IS FULLY 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-NAILSDIAGONAL BRACE TOBOND BEAM W/ HGAM10(1) No.5 VERTICAL BARIN GROUTED CELLNo.5 CORNER BAR8" CMU WALLNo.5 HORIZONTAL BOND BEAMREINFORCEMENT8" CMU WALLNo.5 HORIZONTAL BOND BEAMREINFORCMENTMIN 25" LAPMIN 25" LAP MIN 25" LAPMASONRY REINFORCEMENT LAP DETAILS1.ALL LINTELS ARE ASSUMED TO BE CAST-CRETEOR EQUIVALENT2.PROVIDE MIN 4" BEARING EACH END OF LINTEL3.FILL ALL MASONRY SOLID FROM PRECASTLINTEL TO TOP OF WALL4.PRECAST LINTEL REINFORCEMENT TO EXTENDMINIMUM 4" PAST SIDE OF OPENING.PRE-CAST LINTELLINTEL SECTIONNo.5 REBAR CONTINUOUSNo.5 REBAR CONTINUOUS, IF BOTTOM BARREQUIRED PER PLANPRECAST MASONRY LINTELGROUT FILLED SOLIDBOND BEAM COURSECMU BLOCK112" MIN CLEAR
7 58"ACTUAL8" NOMINALDEPTH PER PLAN No.2 SYP P.T. 2x6 NAILER ON PRECASTMASONRY LINTEL FASTEN W/ (2) 12" J-BOLTSOR EXPANSION ANCHORS W/ 2" WASHERSNo.2 SYP P.T. 2x6 NAILER ON PRECASTMASONRY LINTEL FASTEN W/ (3) 12" J-BOLTSOR EXPANSION ANCHORS W/ 2" WASHERSAS SHOWNNo.2 SYP P.T. 2x6 NAILER ON MASONRY WALL, FASTENW/ 12" J-BOLTS OR 58" EXPANSION BOLTS W/ MIN 6"EMBED, QUANTITY SHOWN BELOW:·(4) ANCHORS FOR 7'-0" HIGH DOORS·(5) ANCHORS FOR 8'-0" HIGH DOORS·(10) ANCHORS FOR 14'-0" HIGH DOORS1'-0"EQUAL EQUAL EQUAL 0'-8"EQUAL SPACE ACROSS DOOR OPENINGGARAGE DOOR BUCK ON MASONRY WALLCMU WINDOW ELEVATIONBOND BEAM PER PLANPRECAST LINTEL PER PLAN1x_ PT WINDOW JAMB AS REQ'Dw/ 14"Ø TAPCONS @ 12" OC, MIN1-1/4" EMBED INTO MASONRY8" CMU WALL PER PLANPRECAST MASONRY SILLFOOTING REINFORCEMENTPER PLANVERTICAL DOWEL W/STANDARD HOOK INTOFOOTINGMIN 25" LAP
VERTICAL REINFORCEMENTPER PLAN IN GROUTED CELLEACH SIDE OF OPENINGVERTICAL BAR W/ STANDARDHOOK INTO BOND BEAMUPPER 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 PLAN24"3x6 No.2 SYP PT TRELLIS JOISTS@ 16" OC, FASTEN TO BEAMBELOW W/ 8" LONG SDWH SCREWCONT. 4x10 No.2 SYP PT BEAM PERPLAN, FASTEN TO BRACKET W/(2) 8" LONG SDWH SCREWSALL BRACKET MEMBERS TO BEMIN 6x6 No.2 SYP PT, FASTEN ALLBRACKET MEMBERS TOGETHERW/ (2) 8" LONG SDWH SCREWSMASONRY WALL PERPLANVERTICAL BRACKET, LOCATION PER ARCH.FASTEN TO MASONRY WALL W/ (3) 12"Ø x 8"LONG TITEN HD EVENLY SPACED AS SHOWN.COUNTER BORE SCREW AS REQ'D2x6 No.2 SYP LEDGER, FASTENTO WALL W/ (2) 14"Ø x 3 14"TAPCONS @ MAX 16" OCTYPICAL TRELLIS DETAIL - CMUCONTRACTOR TO PROVIDEMOISTURE BARRIERBETWEEN MASONRY &NON-PT LUMBER(2) 2x8 No.2 SYP PT PLT TOBOND BEAM PER MASONRYNOTES, SHEET S1.0SLOPED BOND BEAM @ GABLE ENDPER ARCHVERTICAL REINF &FILLED CELL LOCATIONS& SPACING PER PLANROOF DECKMIN 8"2x4 No. 2 SYP OUTLOOKER @24" OC, FASTEN TO 2x8 PT PLTW/ H3 & TO TRUSS/RAFTER TCW/ (4) 10d TOE-NAILSBOTTOM PLT TO BONDBEAM W/ (2) 14"Øx4 12"LONG TAPCONS @ 24" OCFORM & POUR SLOPED BONDBEAM W/ (1) No. 5 CONTLAP W/ STDHOOKSECTION A-AAAFULL HEIGHT No. 5 VERTICAL &FILLED CELL, LOCATIONS PERPLAN2x8 No.2 SYP PT PLT TO BONDBEAM PER MASONRY NOTES,SHEET S1.08" MASONRY WALL PER PLANFORM & POUR SLOPED BONDBEAM W/ (1) No. 5 CONTMAX 16"OVERHANG1ST TRUSSTC/RAFTER BACK·2x4 No. 2 SYP OUTLOOKER @ 24" OC·FASTEN TO TOP PLT W/ H3·FASTEN TO TC OF FIRST TRUSS BACKW/ (3) 10d TOE-NAILSFASCIAPER ARCH2x4 No. 2 SYP BLOCKINGBETWEEN OUTLOOKERS,FASTEN W/ (3) 10d TOE-NAILSEACH ENDPORCH 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 OTHERS2x8 No. 2 PTNAILER, FASTENTO MASONRY W/14"Ø x 3" LONGTAPCONS @ 12" 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 BLOCKING,FASTEN TO TRUSS BC W/ (3)10d TOE-NAILS EACH ENDUPLIFTCONNECTORS NOTSHOWN FORCLARITY, SEE SHEETSD.1 FOR TYPICALWALL SECTIONS2x_ No. 2 SYPNAILER, FASTENTO BEAM W/ 10d@ 4" OC2x_ No. 2 SYP NAILER,FASTEN TO BEAM W/10d @ 4" OC
SD.3DETAILSTHIS 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.07-03-2025A9B9C9A10B10C10MIN (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 FACEFASTENERSPACINGWIDE-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 VIEWDESCRIPTIONDATESHEET NUMBERREVISIONS12854 KENAN DR #125
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 77693ALDERMAN RESIDENCE
ATLANTIC BEACH COUNTY CLUB LOT 60
0 ATLANTIC BEACH DR
ATLANTIC BEACH, FL 32233
DUVAL COUNTY25-0823SLSBDP07-03-2025TYPICAL SHEARWALL FRAMING ELEVATIONUPPER LEVEL1ST LEVELSHEARWALL 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 PLANNOTE: 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_EDGE NAILSHEATHING PER WALLSHEATHING NOTESUPPER LEVEL WALLFRAMING PER PLANBOTTOM PLATENAILING PER WALLSHEATHING NOTESRIBBON BOARD PERTYP FLOOR DETAILSSHEARWALL ENDSTUDS PER WALLSHEATHING NOTESFLOOR FRAMINGPER PLANUPPER LEVEL DBLTOP PLTNOTE 18_2ND LEVEL SHEARWALLEND STUDS TO 1ST LEVELBOND BEAM W/HOLD-DOWN PER NOTE 18.EXTEND ANCHORTHROUGH FLOOR SYSTEMAS SHOWN1ST LEVEL CMU WALLPER PLANEXTERIOR STAIR WALL @ CMUWALL SHEATHING TO 2x_ PTBOTTOM PLT PER FRAMINGNOTESPROVIDE 18" GAP BETWEENBOTTOM OF SHEATHING &TOMCONTRACTOR TO PROVIDEMOISTURE BARRIER BETWEENMASONRY & NON-PT LUMBEREXTERIOR CMU WALL PER PLAN·2x_ No.2 SYP PT BOTTOM PLT TO CMU BONDBEAM W/ 12"Ø x 6" LONG TITEN HD OR 12"ØA36 (36ksi) ATR EPOXY ANCHOR W/ NUT AND3" SQUARE x 0.229" WASHER·PROVIDE MIN (2) ANCHORS PER PLATESEGMENT & SPACE ANCHORS @ MIN 48" OCPER FRAMING NOTESFRAME STAIR WALL PER FRAMING NOTESEVERY OTHER STUD TO BOTTOMPLT W/ SDWC15450 @ MAX 32" OCBUILT-UP COLUMN DETAILTRUSS/BEAM TO BUILT-UPCOLUMN CONNECTIONPER PLANBUILT-UP STUD COLUMN,SEE SECTION A-ABUILT-UP STUD COLUMNTO FDN PER PLANAA(2) 2x6 STUDSORIENTED FLAT-WISEWITHIN WALL CAVITY2x4 STUD @ EACH FACEOF (2) 2x6 STUD PACK,FASTEN W/ (2) ROWS10d @ 6" OCSECTION A-A