981 SAILFISH DR RES23-0276 struc.dwgsS0.0GENERALNOTESSHEET INDEXS0.0 GENERAL NOTESS0.1 FOUNDATION PLANSD.0 FOUNDATION DETAILSS1.0 1ST LEVEL FRAMINGS1.11ST LEVEL ROOFSD.1 DETAILSSD.2 DETAILSTHIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY JACQUELINE E. ROWLAND, PE ONUSING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.12-19-2023130(ULT)/ 101(ASD)BENCLOSEDRESIDENTIALIINO0 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 +11.05 -33.67 -49.12 -49.12 -49.12 -58.3811-20 +9.96 -33.67 -42.46 -42.46 -42.46 -50.0121-50 +9.60 -20.48 -33.67 -33.67 -33.67 -38.9551+ +9.60 -17.50 -45.03 -45.03 -45.03 -50.97OVERHANGS0-10- --41.39 -56.84 -56.84 -66.11 -75.3711-20- --41.39-56.84 -56.84 -66.11-75.3721-50- --32.60 -45.25 -45.25 -46.03 -49.4650+- --25.95 -33.67 -33.67 -25.95 -38.30ALLOWABLE PRESSURES (ASD)=0.6*ULTa=4FTC&C DESIGN PRESSURES (ASD)LOCATIONAREA(SF)INTERIOR ZONE 4(psf)END ZONE 5(psf)WALLS,WINDOWS, &DOORS10 +18.23 -19.77 +18.23 -24.4020 +17.40 -18.95 +17.40 -22.7650 +16.32 -17.86 +16.32 -20.59100 +15.50 -17.04 +15.50 -18.95200 +14.68 -16.22 +14.68-17.311000 +13.59 -15.14 +13.59 -15.1416FT GARAGEDOOR+14.68 -17.31SOFFITS+18.23-19.77+18.23-24.40ALLOWABLE 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 +13.59 -22.86 -30.58 -39.85 -30.5811-20 +11.73 -22.86 -28.08 -35.92 -28.0821-50 +9.60 -20.22-24.77-30.72-24.7751+ +9.60 -18.23-22.27-26.79-22.27OVERHANGS0-10- --30.58 -38.30 -47.57 -47.5711-20- --31.51 -37.59 -45.43 -42.9321-50- --32.74 -36.64 -42.59 -36.7850+- --33.67 -35.93 -40.45 -32.14ALLOWABLE 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 NUMBERREVISIONSJACQUELINE E. ROWLAND, PEFL LICENSE NO. 8049913241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMESPRINGFIELD BUILDERS, LLC
13846 ATLANTIC BLVD #204
JACKSONVILLE, FL 32225
PH : 404-626-024512-19-2023JERMJP23-1712DUVAL COUNTYATLANTIC BEACH, FL 32233
981 SAILFISH DRJacqueline RowlandDigitally signed by Jacqueline Rowland Date: 2023.12.19 16:28:32 -05'00'By Mike Jones at 1:45 pm, Dec 22, 2023
S0.1FOUNDATIONPLANScale: 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 DIAMETERS MIN 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 REINFTHIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY JACQUELINE E. ROWLAND, PE ONUSING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.12-19-2023DESCRIPTIONDATESHEET NUMBERREVISIONSJACQUELINE E. ROWLAND, PEFL LICENSE NO. 8049913241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMESPRINGFIELD BUILDERS, LLC
13846 ATLANTIC BLVD #204
JACKSONVILLE, FL 32225
PH : 404-626-024512-19-2023JERMJP23-1712DUVAL COUNTYATLANTIC BEACH, FL 32233
981 SAILFISH DRSTEPS PERBUILDER10SD.05SD.04SD.0TYP @SHOWERRECESSPER ARCHRECESSPER ARCH5SD.01SD.0OPT1SD.05SD.0OPT5SD.01SD.01SD.02SD.02SD.01SD.06SD.06SD.06SD.06SD.0TYP @PORCH6SD.0(4) TOTALF2448'-0"1'-4"10'-6"
24'-4"25'-0"
10'-6"49'-4"53'-0"0'-6"13'-7"13'-2"14'-1"9'-10"40'-10"6'-6"8'-10"1'-1012"16'-3"1'-1012"20'-0"15'-4"17'-8"53'-0"2'-4"50'-8"1'-6"7'-10"
6'-8"3'-8"
2'-10"
0'-6"
4'-0"21'-0"7'-1012"7'-4"5'-712"3'-812"2'-1"17'-412"29'-10"10'-8"
1'-4"F160'-212"0'-212"
2'-712"29'-712"21'-012"F30F301'-4"6'-0"
SD.0FOUNDATIONDETAILS11111'-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"11MIN 8"MIN 12"1'-0"1'-4"1-STORY W/ (2) No.4 OR (2) No.52-STORY W/ (3) No.4 OR (2) No.5TYPICAL WALL FOOTING-MONOLITHIC1'-4"1'-8"1-STORY W/ (2) No.4 OR (2) No.52-STORY W/ (3) No.4 OR (2) No.5MAX 48"SEE TABLE BELOW IFADDT HGT IS REQ(1) No.5 CONTTYPICAL WALL FOOTING-STEMWALLCONC SLAB W/ REINFPER PLANGRADEGRADENo.4 VERTICAL & FILLEDCELL @ MAX 48" O.C. W/STANDARD HOOK1'-0"CONC SLAB W/ REINFPER PLANMAX 28"STEMWALL HGT VERTICAL REINFORCEMENT FOOTING DIMS (W x D) CONT. REINFORCEMENT4'-0"(6) COURSESNo.4 @ 48" OC1-STORY 1'-4" x 1'-0" (2) No.4 OR (2) No.52-STORY 1'-8" x 1'-0" (3) No.4 OR (2) No.56'-0"(9) COURSESNo.5 @ 32" OC1-STORY 2'-0" x 1'-0" (3) No.4 OR (2) No.52-STORY 2'-6" x 1'-0" (3) No.4 OR (3) No.58'-0"(12) COURSESNo.5 @ 24" OC1-STORY 3'-0" x 1'-4" (5) No.4 OR (4) No.52-STORY 3'-6" x 1'-4" (5) No.4 OR (4) No.5WHERE HEIGHT EXCEEDS 48", ADDNo.5 BENT BAR INTO SLAB TO MATCHVERT. SPACINGMIN 8"MAX 24"
MIN 12"1'-0"1'-4"1-STORY W/ (2) No.4 OR (2) No.52-STORY W/ (3) No.4 OR (2) No.51'-4"1'-8"1-STORY W/ (2) No.4 OR (2) No.52-STORY W/ (3) No.4 OR (2) No.5MAX 48"CONTACT EOR IF
ADDT HGT IS REQ
(1) No.5 CONT116" MINMAX 8"No.4 OR No.5 @ 24" OC W/STANDARD HOOKWALL FOOTING W/ CURB -MONOLITHIC WALL FOOTING W/ CURB-STEMWALLGRADEGRADENo.4 VERTICAL & FILLEDCELL @ MAX 48" O.C. W/STANDARD HOOK1'-0"CONC SLAB W/ REINFPER PLANCONC SLAB W/ REINFPER PLAN1'-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'-0"1'-4"1-STORY W/ (2) No.4 OR (2) No.52-STORY W/ (3) No.4 OR (2) No.5FFE8"
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 PLANTHIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY JACQUELINE E. ROWLAND, PE ONUSING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.12-19-202312345678109DESCRIPTIONDATESHEET NUMBERREVISIONSJACQUELINE E. ROWLAND, PEFL LICENSE NO. 8049913241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMESPRINGFIELD BUILDERS, LLC
13846 ATLANTIC BLVD #204
JACKSONVILLE, FL 32225
PH : 404-626-024512-19-2023JERMJP23-1712DUVAL COUNTYATLANTIC BEACH, FL 32233
981 SAILFISH DRINTERIOR FOOTING W/ CURB8"CONC SLAB W/ REINFPER PLAN1111No. 4 OR No. 5 VERTICALW/ 6" HOOK @ MAX 48" OC& WITHIN 6" OF END OFCURBMAX8"PER BUILDER1-STORY W/ (2) No.4 OR (2) No.52-STORY W/ (3) No.4 OR (2) No.51'-4"1'-8"
S1.01st LEVELFRAMINGScale: 1/4"=1'-0"1ST LEVEL FRAMING PLAN1.0THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY JACQUELINE E. ROWLAND, PE ONUSING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.12-19-2023PLANK HDRSIZEMAXCLEARSPAN2x45' 11''2x68' 8''(2) 2x48' 5''(2) 2x612' 3''**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 REQUIREDEXTERIOR 10' 1-1/8" 2x6@ 16'' O.C.INTERIOR LOADBRGALL2x_ @ MAX 16" OCINTERIORNON-LOAD BRGALL2x_ @ MAX 24" OCNOTE 18a NOTE 18aNOTE 18bDESCRIPTIONDATESHEET NUMBERREVISIONSJACQUELINE E. ROWLAND, PEFL LICENSE NO. 8049913241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMESPRINGFIELD BUILDERS, LLC
13846 ATLANTIC BLVD #204
JACKSONVILLE, FL 32225
PH : 404-626-024512-19-2023JERMJP23-1712DUVAL COUNTYATLANTIC BEACH, FL 32233
981 SAILFISH DRSD.2A5SD.2A5A3SD.1TYP @PORCHB1SD.1TYPB1SD.1TYPA3SD.1TYP @PORCHSD.1A14x4 POSTB1SD.1TYPB1SD.1TYPB1SD.1TYPSEE DETAILA2/SD.1SEE DETAILA2/SD.1SEE DETAILA2/SD.1SEE DETAILA2/SD.1(2) 2x8(2) 2x8(2) 9 14" LVL(2) 9 14" LVL(2) 2x10(2) 2x10(2) 2x10SD.1A14x4 POST(4) TOTAL212 2x4NOTE 14222 2x81-- -DTT2Z20- WSP20- WSP20- WSP20- WSP20- WSP212 2x6212 2x6122 2x620- WSP323 2x12212 2x6112 2x6112 2x6GIRDER A01GIRDER EJ07
GIRDER E01B2SD.1TYPB2SD.1TYP11CS18DTT2ZDTT2Z2SDTT2Z2SDTT2Z2SDTT2Z2SHTT43SHTT43SDTT2Z2SGIRDER C03GIRDER B06GIRDER D10
GIRDER D01
PBO1PBO2PBO3PBO4PBO5 ROOF TRUSSES 24" ON CENTER
ROOF TRUSES
24" ON CENTER ROOF TRUSSES 24" ON CENTERE01E02E03E04HJ01H
J
0
1
CJ01CJ01
CJ01
CJ01B01B04C01C03C04D10A03YA04A05A06A07A08A01EJ07
EJ08
EJ09C05C06 C07A02D01
D02
D03
D04
D05
D06
D07
D08
D09
HJ02CJ02CJ02
EJ04B05B06HJ03CJ04
CJ06
CJ03CJ05EJ05
EJ06B07HJ04CJ01CJ01EJ01AA AAAB02(4)EJ10(3)B03(3)EJ03(5)EJ02(5)EJ01(18)C02(2)EJ09(2)A03(5)A03X(4)40-04-0010-04-0053-00-002-04-00
24-04-00 25-00-00 10-00-00
59-04-0017-08-0015-04-0020-00-0053-00-0058-00-001-04-0059-04-00
4-00-00
4-00-0019-10-08
6-00-00
15-06-08 29-05-081-08-008-001-06-081-02-08
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8-00
1-06-00 21-02-089-01-0010-01-00
7-10-08 3-00-003-08-005-09-003-08-00 2-10-0816-11-0816-10-08
S1.11st LEVELROOF/FLOORScale: 1/4"=1'-0"1ST LEVEL ROOF PLAN1.1THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY JACQUELINE E. ROWLAND, PE ONUSING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.12-19-2023DESCRIPTIONDATESHEET NUMBERREVISIONSJACQUELINE E. ROWLAND, PEFL LICENSE NO. 8049913241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMESPRINGFIELD BUILDERS, LLC
13846 ATLANTIC BLVD #204
JACKSONVILLE, FL 32225
PH : 404-626-024512-19-2023JERMJP23-1712DUVAL COUNTYATLANTIC BEACH, FL 32233
981 SAILFISH DR
4'-0" ±C5SD.13'-6" ±
6'-6" ±C1SD.1SIMC1SD.1C1SD.1SIMSIMC1SD.1TYPC1SD.1TYPC1SD.1TYPC1SD.1TYPC1SD.1TYPC2SD.1SIMC2SD.1SIMSEE OVERFRAMINGNOTES, THIS SHEETSEE OVERFRAMINGNOTES, THIS SHEET4'-0" ±
3'-6" ±C5SD.1C1SD.1SIMHTS20HTS20HTS20 @EACH TRUSS
HTS20 @EACH TRUSS (2) HTS20(2) HTS20(2) HTS20(2) HTS20MSTA24 TONARROW FACE OFSTUDS @ A01HTS20TRUSS 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 NAILERHTT4 TO INVERTED HTT4BELOW, SEE DETAIL C6,SHEET SD.2HTT4 TO INVERTED HTT4BELOW, SEE DETAIL C6,SHEET SD.2
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 HEADERHEADER 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 CONNECTIONSAASECTION 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 ELEVMIN (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 MEMBERSHEADER 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 EXTERIOR WALL AT FOUNDATIONWALL SHEATHING TO BOTTOMPLT PER FRAMING NOTESANCHOR BOLT W/ NUT & WASHERAS REQ PER FRAMING NOTESFOUNDATION PER PLAN2" MIN EDGE DISTANCETYPICAL 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 EXTERIOR ROOF-TO-WALL2x_ No. 2 SYP DBL TOP PLTEVERY TRUSS/RAFTER TO TOP PLTW/ SDWC15600 @ MAX 24" OCEXTERIOR WALL STUDSPACING PER FRAMING NOTESROOF DECKPRE-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 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 OMITTEDROOF 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 BELOWPORCH 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)THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY JACQUELINE E. ROWLAND, PE ONUSING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.12-19-2023A2A3A4B4B3B2B1C4C3A1C1C2DESCRIPTIONDATESHEET NUMBERREVISIONSJACQUELINE E. ROWLAND, PEFL LICENSE NO. 8049913241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMESPRINGFIELD BUILDERS, LLC
13846 ATLANTIC BLVD #204
JACKSONVILLE, FL 32225
PH : 404-626-024512-19-2023JERMJP23-1712DUVAL COUNTYATLANTIC BEACH, FL 32233
981 SAILFISH DR
SD.2DETAILSGARAGEHEADERGARAGE RETURN >1'-10" WIDEHDR TO JACK STUDS W/(2) CS18 OR (2) MSTA24JACK/KING STUDS &CORNER STUDS TOFDN W/ HTT5FDN PER PLANAASECTION A-AJACK/KING STUDS &CORNER STUDS TOFDN W/ HTT5BOTTOM PLT ANCHORSMAX 24"OC & MIN (1)ANCHOR REQ WITHINGARAGE RETURNJACK/KING STUDSPER PLANBOTTOM PLTANCHORS MAX 24"OC& MIN (1) ANCHORREQ WITHIN GARAGERETURNMULTI-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 OFFASTENERSSTAGGEREDGABLE 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-NAILSGARAGE 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'SINSTALLATIONSPECIFICATIONSPLAN 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 VIEWTHIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY JACQUELINE E. ROWLAND, PE ONUSING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.12-19-2023TYPICAL SHEARWALL FRAMING ELEVATIONSHEARWALL 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 PLANEDGE NAILSHEATHING PER WALLSHEATHING NOTESNOTE 18_A5A6A7B6B5C5C6DESCRIPTIONDATESHEET NUMBERREVISIONSJACQUELINE E. ROWLAND, PEFL LICENSE NO. 8049913241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMESPRINGFIELD BUILDERS, LLC
13846 ATLANTIC BLVD #204
JACKSONVILLE, FL 32225
PH : 404-626-024512-19-2023JERMJP23-1712DUVAL COUNTYATLANTIC BEACH, FL 32233
981 SAILFISH DRTRUSS GIRDER UPLIFT CONNECTIONSTUDS BELOWPER PLANTRUSS GIRDER ORBEAM PER PLANGIRDER TO STUDS BELOW W/HTT4 ATTACH TO INVERTEDHTT4 ON STUD GROUP SETFLUSH WITH UNDERSIDE OFWALL DBL TOP PLT, HTT4 TOHTT4 W/ 58"Ø ROD W/ NUT ANDWASHERDBL TOP PLATE