2308 W OCEANWALK DR RES23-0222 Pauly Wall Removal DWGS_1S0.0GENERALNOTES/DETAILSSHEET INDEXS0.0 GENERAL NOTES/DETAILSS1.0 STRUCTURAL PLANMIN (3) FASTENERSAT BEAM SPLICE ENDJOINTNAIL SPACING ABOVEMULTI-PLY BEAM/HDR CONNECTION (TOP-LOADED ONLY)2-PLY(2) ROWS 10d@ 12" OCSTAGGERED3-PLY(3) ROWS 10d @ 12"OC STAGGERED,INSTALLED FROMEACH FACE4-PLY(2) ROWS 6" SDWSCREWS @ 24" OCSTAGGEREDNOTE:·OPTIONAL OSB FLITCH MAY BE ADDEDBETWEEN BEAM PLIES AT CONTRACTOR'SDISCRETION·FASTENER SUBSTITUTION W/ OSB FLITCH:··USE 10d COMMON ILO 10d NAILS··SDW SCREWS TO BE INSTALLED FROMEACH FACE FOR 4-PLY MEMBERSMULTI-PLY STUD CONNECTION2-PLY3-PLY4-PLY(2) ROWS 10d @ 12"OC STAGGERED(2) ROWS 10d @ 12"OC STAGGERED,INSTALLED FROMEACH FACE(2) ROWS 6" SDWSCREWS @ 24" OCSTAGGERED,INSTALLED FROMEACH FACEFASTENER
SPACINGWIDE-FACE(2) ROWS OFFASTENERSSTAGGEREDHEADER 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 PLANMARTA PAULYDESCRIPTIONDATESHEET 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 NAME08-03-2023JHMJG23-0707CITY OF ATLANTIC BEACH
ATLANTIC BEACH, FL 32233
2308 OCEANWALK DR W
PAULY WALL REMOVALTHIS 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.08-03-2023A2A3A1130(ULT)/ 101(ASD)BENCLOSEDRESIDENTIALIINO0 psfIIBD4.5WOOD 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 CODEREQUIREMENTSCONCRETE1. 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 C116METAL CONNECTOR SCHEDULESIMPSON CONNECTION AT MEMBERANCHORAGEHTS20(11) 10d x 1 12" EACH END- -MSTA24(9) 10d COMMON EACH END- -CS18(9) 10d COMMON EACH END- -HTT4(18) 16d x 2 12"58" Ø ANCHOR W/ 6" 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 SINKER0.148"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)- FLORIDA BUILDING CODE - EXISTING BUILDING, 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 DEBRISALTERATIONSNOW ( 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.FLOOR LOADING (Cd = 1.00) LIVE LOADDEAD LOADALL AREAS40 psf15 psf ROOF LOADING (Cd = 1.25)LIVE LOADDEAD LOADALL AREAS20 psf12 psfDEFLECTION CRITERIAFLOOR: LL L/360TL L/240ROOF: LL L/240TL L/180ABBREVIATIONSACI 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 FABRICKEY PLANAREA OF WORKNLEVEL 2
S1.0STRUCTURALPLANScale: 1/4"=1'-0"PARTIAL - 1ST LEVEL FRAMING DEMO PLAN1.0FOUNDATION NOTES:SEE CONCRETE AND SOIL GENERAL NOTES SHEET S0.0 FOR ALL ADDITIONALSPECIFICATIONSCONCRETE FOOTINGS1. MINIMUM COMPRESSIVE STRENGTHf'c=2,500psi AT 28 DAYS2. SEE FOUNDATION DETAILS FOR FOOTING THICKNESS, WIDTH AND REINFREQUIREMENTS3. 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" LAP
MARTA PAULYDESCRIPTIONDATESHEET 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 NAME08-03-2023JHMJG23-0707CITY OF ATLANTIC BEACH
ATLANTIC BEACH, FL 32233
2308 OCEANWALK DR W
PAULY WALL REMOVALTHIS 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.08-03-2023Scale: 1/4"=1'-0"PARTIAL - 1ST LEVEL FRAMING PROPOSED PLAN1.1REMOVEEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGPORCHBEAM TOREMAINEXISTINGFIREPLACETO REMAINEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGPORCHBEAM TOREMAINEXISTINGFIREPLACETO REMAINScale: 1/4"=1'-0"PARTIAL FOUNDATION PLAN0.1EXISTING LOAD BRGWALL TO BE REMOVEDEXISTING INTERIOR LOADBRG WALL FRAMING TOREMAIN, TYPEXISTING INTERIOR LOADBRG WALL FRAMING TOREMAIN, TYPEXISTING EXTERIORWALL FRAMING TOREMAIN, TYP9'-0"±9'-8"±18'-6"±**IF ( ) SHOWN, (2) SDWC15600 REQTOP PLT TO STUDHEADER 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 TO BE REMOVEDHDR/BEAMLEGEND & SYMBOLS2 CS182SNo. OF HOLDDOWN/STRAPSREQ (IF MULTIPLE)WALL FRAMING TO REMAIN, TYPEXISTINGREMOVEEXISTING HDR TO REMAINEXISTING HDR TO BE REMOVEDEXISTING HDR/BEAM TO REMAINNEW SCAB PER PLANINTERIOR LOAD BRG TO REMAIN, TYPEXISTINGFLOORBEAM TOREMAINSEE SPOT FOOTING NOTES,THIS SHEETEXISTING FOUNDATION TOREMAIN, TYPEXISTING FOOTING TOREMAIN, UNO ON PLANEXISTING FLOORBEAM TO REMAINFRAMING NOTES:STUDSNo.2 SPF OR No.2 SYP1. ALL STUDS TO BE MIN 2x4 No.2 SYP @ MAX 16" OC2. FASTEN ALL STUDS TO EXISTING TOP AND BOTTOM PLT W/ MIN (4) 10dTOE-NAILS OR (3) 10d FACE-NAILS3. FASTEN ALL MULTI-STUD GROUPS TOGETHER W/ (2) ROWS 10d @ 12" OCSTAGGEREDHEADER FRAMINGNo.2 SYP4. SEE FRAMING PLAN FOR ALL HDR LOCATIONS, SIZING AND STRAPPINGREQUIREMENTS. SEE HDR CALLOUT BELOW FOR ADDITIONAL INFORMATION5. FASTEN ALL PLIES OF HDR TOGETHER W/ (2) ROWS 10d @ 12" OC STAGGERED6. FASTEN HEADER TO KING STUDS W/ (8) 10d TOE-NAILS OR FACE-NAILSEXISTING EXTERIORWALL FRAMING TOREMAIN, TYPMAX 7'-0"CLEAR SPANEXISTING LOAD BRG WALL TO BEREMOVED AND REPLACED W/NEW HDREXISTING LOAD BRGWALL TO BE REMOVEDREMOVEREMOVEEXISTING LOAD BRGWALL TO BE REMOVEDEXISTINGFLOORGIRDER TOREMAIN·(2) FULL HEIGHT LVL SCAB, (1) PLYEACH SIDE OF EXISTING FLOORGIRDER, AS SHOWN·FASTEN NEW LVL SCAB TO EXISTINGFLOOR GIRDER TOP & BOTTOMCHORDS W/ 14"x3" LONG SDS SCREW@ 6" OC·FASTEN NEW LVL SCAB TO EXISTINGFLOOR GABLE WEBS W/ (3) 14"x3" LONGSDS SCREWS·PROVIDE MIN 3" BEARING FOR EACHEND OF SCAB ONTO STUDS, FASTENEACH SCAB TO STUDS W/ (1) HTS20DTT2Z2SBELOW NEWSCAB BRGBELOW NEWSCAB BRGDTT2Z2SNEW STUD FRAMING, SEE 1.1PARTIAL - 1ST LEVEL PROPOSEDPLANEXISTINGEXISTING FLOORFRAMING TO REMAINEXISTING FLOORFRAMING TO REMAIN
EXISTING FLOORFRAMING TO REMAINEXISTING FLOOR
FRAMING TO REMAIN
EXISTING FLOOR
FRAMING TO REMAIN
EXISTING FLOORFRAMING TO REMAIN·MIN (3) JACK STUDS THISEND OF OPENING·BEAM TO HDR W/ (2) HTS20·HEADER TO JACK STUDSW/ (2) CS18 OR (2) MSTA24·JACK/KING TO FTG BELOWW/ (1) HTT411CS18DTT2Z0'-2"±1'-7"±·CONTRACTOR TO VERIFY EXISTING FOOTERTO BE MIN CONT. 16" WIDE x 12" DEEP @ NEWSTUD BEARING LOCATION, TYP WHERE STUDSARE SHOWN ON FOUNDATION PLAN·SHOULD EXISTING FOOTING NOT MEET MIN.SPECIFICATIONS··ADD NEW 24"x24"x18" DEEP W/ (4) No.4 OR(3) No.5 EW FTG BELOW NEW STUDLOCATION, AS SHOWN ON PLAN··DRILL & EPOXY MIN 12" LONG No.5 DOWELSINTO EXISTING FTG W/ MIN 6" EMBED,(4) TOTAL @ EACH FOOTING AS SHOWNSPOT FOOTER NOTESSEE SPOT FOOTING NOTES,THIS SHEET21 19 14" LVLEXISTING LOAD BRG WALL TO BEREMOVED AND REPLACED W/NEW HDR