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1835 HICKORY LN RESA24-0007 Story Renovation DWGS 4-14-24SHEET INDEXS0.0 GENERAL NOTESS1.0 1ST LEVEL FRAMINGS2.0 2ND LEVEL FRAMINGSD.1 DETAILSTHIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY ADAM K. RUSSELL, PE ON USING ADIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.01-17-2024C&C DESIGN PRESSURES (ASD) psfLOCATIONAREA(SF)INTERIOR ZONE 4 END ZONE 5WALLS,WINDOWS, &DOORS10 +16.11-17.47+16.11 -21.5620+15.38-16.74+15.38-20.1150+14.42-15.79+14.42-18.20100 +13.70 -15.06 +13.70 -16.74200 +12.97 -14.33 +12.97 -15.291000 +12.01 -13.38 +12.01 -13.3816FT GARAGEDOOR+13.70 -16.74ALLOWABLE PRESSURES (ASD)=0.6*ULTa=4FTGABLE ROOF-C&C DESIGN PRESSURES (ASD) psfLOCATIONAREA(SF)POSITIVE(ALL ZONES)ZONE 1 ZONE 2 ZONE 3ROOF0-10 +10.65 -29.75 -51.59-39.3111-20 +9.70 -25.58 -44.20 -33.9421-50 +9.60 -20.07 -34.42 -26.8451+ +9.60 -26.49 -45.04 -35.79OVERHANGS0-10- --48.86 -58.42 -70.7011-20- --43.24 -51.60 -61.8521-50- --35.81 -42.58 -50.1650+- - -30.18 -35.76 -41.31SOFFITS ALL+16.11-17.47 -17.47-21.56ALLOWABLE PRESSURES (ASD)=0.6*ULTa=4FTHIP ROOF-C&C DESIGN PRESSURES (ASD) psfLOCATIONAREA(SF)POSITIVE(ALL ZONES)ZONE 1 ZONE 2 ZONE 3ROOF0-10 +12.01 -27.02-37.94 -35.2111-20 +10.37 -27.02 -34.15 -31.7421-50 +9.60 -21.59 -29.14 -27.1551+ +9.60 -17.48 -25.35 -23.67OVERHANGS0-10- --46.13 -54.32 -57.0511-20- --44.68 -49.40 -51.8121-50- --37.33 -42.89 -44.8850+- - -31.77 -37.96 -39.64SOFFITS ALL+16.11-17.47 -17.47-21.56ALLOWABLE PRESSURES (ASD)=0.6*ULTa=4FT130(ULT)/ 101(ASD)BENCLOSEDRESIDENTIALIINOLEVEL 20 psfIIBD4.5S0.0GENERALNOTESWALL ZONES (GENERIC BUILDING SHOWN)aa554545ROOF ZONES (GENERIC BUILDING SHOWN)GABLEa2aaa32312 122323HIP2aa aa1 11a a 12333322222222ABBREVIATIONSACIAMERICAN CONCRETE INSTITUTEADDT ADDITIONALANSI AMERICAN NATIONAL STANDARDS INSTITUTEAPA THE ENGINEERED WOOD ASSOCIATIONARCH ARCHITECTURAL DRAWINGSASCE AMERICAN SOCIETY OF CIVILENGINEERSASD ALLOWABLE STRESS DESIGNASTM AMERICAN SOCIETY FOR TESTING AND MATERIALSATR ALL-THREAD RODAWPA AMERICAN WOOD PROTECTIONASSOCIATIONBCBOTTOM CHORDBCSI BUILDING COMPONENT SAFETYINFORMATIONBRG BEARINGC&C COMPONENTS & CLADDINGCLG CEILINGCONC CONCRETECdLOAD DURATION FACTORCONT CONTINUOUSCONV CONVENTIONALCMU CONCRETE MASONRY UNITDBL DOUBLEDIAG DIAGONALDLDEAD LOADDOC DEPARTMENT OF COMMERCEEOR ENGINEER OF RECORDEWEACH WAYEWP ENGINEERED WOOD PRODUCTf'cCONCRETE COMPRESSIVE STRENGTHFBC FLORIDA BUILDING CODEFDN FOUNDATIONFFE FINISHED FLOOR ELEVATIONf'mMASONRY COMPRESSIVE STRENGTHFRC FLORIDA RESIDENTIAL CODEFTFEETFTG FOOTINGGCpiINTERNAL PRESSURE COEFFICIENTHDR HEADERHGT HEIGHTILOIN 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)MAX MAXIMUMMINMINIMUMNDS NATIONAL DESIGN SPECIFICATIONNo.NUMBEROC ON CENTEROSB ORIENTED STRAND BOARDPERP PERPENDICULARPLTPLATEpsfPOUNDS PER SQUARE FOOTpsiPOUNDS PER SQUARE INCHPTPRESSURE TREATEDREINF REINFORCEMENTREQ REQUIREDRSRS ROOF SHEATHING RING SHANKSBCA STRUCTURAL BUILDING COMPONENTS ASSOCIATIONSEISTRUCTURAL ENGINEERINGINSTITUTESFSQUARE FEET (AREA)SIM SIMILAR TO DETAIL/CALLOUTSPEC SPECIFICATIONSPF SPRUCE PINE FIRSWSHEARWALLSYP SOUTHERN YELLOW PINETCTOP CHORDTLTOTAL LOADTMS THE MASONRY SOCIETYTOP TOP OF PLATETOM TOP OF MASONRYTPITRUSS PLATE INSTITUTETYP TYPICALULT ULTIMATEUNO UNLESS NOTED OTHERWISEW/WITHW/O WITHOUTWSP WOOD STRUCTURAL PANELWWF WELDED WIRE FABRICDESIGN CRITERIATHIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING: - FLORIDA BUILDING CODE - RESIDENTIAL, 8TH EDITION (2023) - FLORIDA BUILDING CODE - EXISTING BUILDINGS, 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 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)FLOOR LOADING (Cd = 1.00) LIVE LOADDEAD LOADBALCONIES/DECKS 60 psf15 psf ROOF LOADING (Cd = 1.25)LIVE LOADDEAD LOADSHINGLE/METAL 20 psf12 psfDEFLECTION CRITERIAFLOOR: LL L/360TL L/240ROOF: LL L/240TL L/180WALLS: WIND L/360 (STUCCO)WIND L/240 (BRITTLE)WIND L/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 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 USPQUICK-TIECONNECTION ATMEMBERANCHORAGEH2.5TRT7HA6(5) 8d x 1 12" EACH END- -MSTA24 MSTA24 CSMS24(9) 10d COMMON EACHEND- -CS18 CS20 CS18-200(9) 10d COMMON EACHEND- -ABU66Z PAU66 PBA66(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 2,000 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"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 SPECIFED LOCATION AND MAY NOTBE 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 STEELKEY PLANAREA OF WORKDESCRIPTIONDATESHEET NUMBERREVISIONS13241 BARTRAM PARK BLVD #601 JACKSONVILLE, FL 32258 P 904-503-3283 RUSSROW.COM C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 77693STORY RENOVATION 1835 HICKORY LANE ATLANTIC BEACH, FL 32233 DUVAL COUNTY23-1782XNSLS01-17-2024 Scale: 1/4"=1'-0"PARTIAL 1ST LEVEL FRAMING PLAN1.0FOOTING SCHEDULE24"x24"x18" DEEP W/ (4) No.4 OR (3) No.5 EWF24FOUNDATION 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" LAPTHIS 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.01-17-2024S1.01ST LEVELFRAMING2x8 No. 2 SYP LEDGER, FASTENTO EXISTING WALL FRAMING W/(2) 14"Ø x 3" LONG SDS SCREWS@ MAX 16" OCEXISTING FLOORFRAMING TO REMAIN2x8 No.2 SYP PT BALCONYJOISTS @ MAX 16" OC, SEEBALCONY FRAMING NOTES2x8 DBL JOIST2x8 DBL JOISTBALCONY SLOPE,WATERPROOFING, &HANDRAILS BY BUILDERBALCONY BEAM ABOVEEXISTINGEXISTING SD.1B16x6 POST(2) TOTALEXISTING WALL FRAMINGTO REMAIN, TYP UNO(2) TOTALF2416'-6"±10'-912"3'-9"EXISTING FOUNDATIONTO REMAINBALCONY FRAMING NOTES:BALCONY FRAMINGNo.2 SYP1. ALL DECK JOISTS TO BE 2x8 No.2 SYP PT @ 16" OC, UNO ON PLAN2. FASTEN EACH DECK JOIST TO BEAM/LEDGER W/ LUS28 (HUC26-2 @ DBL JOISTS)3. FASTEN ALL MULTI-PLY JOISTS TOGETHER W/ (2) ROWS 10d @ 12" OC,STAGGERED.4. BALCONY DECKING BY BUILDER. PROVIDE MIN (2) FASTENERS @ EACH DECKBOARDBEAM FASTENING5. FASTEN EACH BEAM PLY W/ (3) ROWS 10d @ 12" O.C. STAGGERED, UNO ON PLANEXISTING STRUCTURETO REMAINScale: 1/4"=1'-0"PARTIAL FOUNDATION PLAN0.1Scale: 1/4"=1'-0"PARTIAL 1ST LEVEL FLOOR PLAN1.1DESCRIPTIONDATESHEET NUMBERREVISIONS13241 BARTRAM PARK BLVD #601 JACKSONVILLE, FL 32258 P 904-503-3283 RUSSROW.COM C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 77693STORY RENOVATION 1835 HICKORY LANE ATLANTIC BEACH, FL 32233 DUVAL COUNTY23-1782XNSLS01-17-20241. EOR ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL INTEGRITYOF THE EXISTING STRUCTURE. SHOULD OWNER/CONTRACTOR FINDAREAS OF CONCERNS IN THE EXISTING STRUCTURE, CONTACT EOR.2. DO NOT SCALE OR DIMENSION FROM THESE DRAWINGS. SHOULD ADIMENSION BE UNCLEAR, CONTACT OWNER FOR APPROVAL.3. CONTRACTOR TO PROVIDE TEMPORARY SHORING AS REQUIRED TOSUPPORT EXISTING FRAMING UNTIL ALL NEW STRUCTURAL MATERIALSAND CONNECTIONS ARE IN PLACE AND INSPECTED.**NOTES**6x6 No.2 SYP PT POSTHDR/BEAMEXISTING WALL FRAMING TO REMAINLEGEND & SYMBOLS(2) 2x8 BALCONY BEAM Scale: 1/4"=1'-0"PARTIAL 2ND LEVEL ROOF PLAN2.1THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALEDBY ADAM K. RUSSELL, PE ON USING ADIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED.01-17-20246x6 No.2 SYP PT POSTHDR/BEAM11CS18CS18HEADER CALLOUT112 2x6No. OF HDR PLIESHDR SIZENo. OF JACK STUDSNo. OF KING STUDSEXISTING BUMP-OUT WALLS TO BE RAISEDPER FRAMING NOTES, THIS SHEETEXISTING WALL FRAMING TO REMAINLEGEND & SYMBOLSHEADER UPLIFT CONNECTION CALLOUTTYPE OF STRAP REQHOLDDOWN/STRAP TOFRAMING BELOWNo. OF HOLDDOWN/STRAPSREQNo. OF HDR TO JACKSTRAPS REQPLANK HDRSIZEMAX CLEARSPAN2x46' 4''2x69' 3''(2) 2x48' 11''(2) 2x613' 0''FRAMING NOTES:DOUBLE TOP PLATENo.2 SYP1. CUT EXISTING 2ND LEVEL DBL TOP PLATE @ BUMP-OUT AS NEEDED FOR NEWWALL STUDS, PROVIDE NEW DBL TOP PLT PER SPECIFICATIONS BELOW2. ALL TOP PLATES TO BE DOUBLED - FASTEN TOP PLATES TOGETHER W/(2) ROWS 10d @ MAX 12" OC STAGGERED3. 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 SPLICE4. 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 SYP5. SISTER (1) 2x4 OR 2x6 STUD TO EVERY EXISTING EXTERIOR WALL STUD @BUMP-OUT, CUTTING EXISTING DBL TOP PLT ABOVE NEW STUD LOCATIONS.LAP NEW STUDS MIN 48" & FASTEN TO ALL MEMBERS W/ (2) 10d @ 8" OC.6. FASTEN ALL STUDS TO TOP AND BOTTOM PLT W/ MIN (4) 10d TOE-NAILS OR(3) 10d FACE-NAILS7. FASTEN ALL MULTI-STUD GROUPS TOGETHER W/ (2) ROWS 10d @ 12" OCSTAGGEREDHEADER FRAMINGNo.2 SYP, LSL, OR LVL8. SEE FRAMING PLAN FOR ALL HDR LOCATIONS, SIZING AND STRAPPINGREQUIREMENTS. SEE HDR CALLOUT BELOW FOR ADDITIONAL INFORMATION9. FASTEN ALL PLIES OF HDR TOGETHER W/ (2) ROWS 10d @ 12" OC STAGGERED10.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-NAILSWALL SHEATHING11.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 EDGES12.FASTEN SHEATHING TO WALL FRAMING W/ 8d COMMON @ 6" OC AT ALL PANELEDGES AND 12" OC IN THE FIELD, UNO ON PLAN13.FASTEN SHEATHING TO EACH STUD OF MULTI-PLY STUD GROUP AND EACHKING STUD W/ 8d COMMON @ 12" OC2x6 No. 2 SYP LEDGER, FASTENTO EXISTING WALL FRAMING W/(3) 10d COMMON @ MAX 24" OC2x4 No.2 SYP RAFTERS @MAX 24" OC, SEE RAFTERFRAMING NOTESC1SD.1TYPEXISTING ROOFFRAMING TO REMAINEXISTING WALL FRAMINGTO REMAIN, TYP UNOBALCONY SLOPE,WATERPROOFING, &HANDRAILS BY BUILDER2 2x6 1 2EXISTING BUMP-OUT WALLS TO BERAISED TO NEW HEIGHT PER ARCH,SEE FRAMING NOTES, THIS SHEET2 2x10 1 2RAFTER FRAMING NOTES:RAFTER FRAMING No.2 SYP1. ALL RAFTERS TO BE 2x4 @ MAX 24" OC, UNO ON PLAN2. FASTEN ALL ROOF RAFTERS TO DBL TOP PLATE W/ (3) 10d TOE-NAILS AND(1) SDWC15600 OR (1) H2.5T, UNO ON PLAN3. FASTEN RAFTERS TO LEDGER W/ (3) 10d TOE-NAILSROOF SHEATHING4. SHEATH ROOF FRAMING W/ MIN 716" 24/16 SPAN RATED OSB OR PLYWOOD, SHEATHINGSHALL BE INSTALLED W/ LONG DIMENSION PERPENDICULAR TO SUPPORTS5. FASTEN SHEATHING TO ROOF FRAMING PER SPECIFICATIONS BELOW, REFERENCEROOF ZONES, SHEET 0.0.a. ZONE 1: FASTEN W/ RSRS-01 @ 6" OC EDGE, 12" OC FIELDb. ALL OTHER ZONES: FASTEN W/ RSRS-01 @ 6" OC EDGE, 6" OC FIELD5. 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 ROOF SHEATHINGTO NAILEREXISTING SECTION OFEXTERIOR WALL TO BEREMOVED & REPLACEDW/ NEW HDREXISTING STRUCTURETO REMAINScale: 1/4"=1'-0"PARTIAL 2ND LEVEL FRAMING PLAN2.0EXISTING SECTION OFEXTERIOR WALL TO BEREMOVED & REPLACEDW/ NEW HDRS2.02ND LEVELFRAMINGDESCRIPTIONDATESHEET NUMBERREVISIONS13241 BARTRAM PARK BLVD #601 JACKSONVILLE, FL 32258 P 904-503-3283 RUSSROW.COM C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 77693STORY RENOVATION 1835 HICKORY LANE ATLANTIC BEACH, FL 32233 DUVAL COUNTY23-1782XNSLS01-17-20241. EOR ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL INTEGRITYOF THE EXISTING STRUCTURE. SHOULD OWNER/CONTRACTOR FINDAREAS OF CONCERNS IN THE EXISTING STRUCTURE, CONTACT EOR.2. DO NOT SCALE OR DIMENSION FROM THESE DRAWINGS. SHOULD ADIMENSION BE UNCLEAR, CONTACT OWNER FOR APPROVAL.3. CONTRACTOR TO PROVIDE TEMPORARY SHORING AS REQUIRED TOSUPPORT EXISTING FRAMING UNTIL ALL NEW STRUCTURAL MATERIALSAND CONNECTIONS ARE IN PLACE AND INSPECTED.**NOTES**1 CS181 CS18 AASECTION A-AFTG PER PLANPOST TO FDN W/ ABU66ZEACH BEAM TO POSTW/ CS18 OR MSTA24EACH BEAM TO POSTW/ CS18 OR MSTA24PT POST BELOWTYPICAL CONNECTION AT PORCH BEAM6x6 No. 2 SYP PT POSTSTAGGER 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 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 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 PLANTHIS 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.01-17-2024SD.1DETAILSA1B1C1A2B2CONV. FRAMED ROOF TO WALL - NO CLG JOISTSROOF DECKCONVENTIONALLY FRAMEDRAFTER PER PLAN2x_ No. 2 SYP DBL TOP PLTEVERY RAFTER TO TOP PLTW/ SDWC15600 OR H2.5TWALL SHEATHING,FASTEN TO DBL TOP PLTPER FRAMING NOTESNEW EXTERIOR WALL STUDSPACING PER FRAMING NOTESWIND RATEDSOFFIT BY BUILDERFASCIASISTER (1) 2x4 OR 2x6 STUD TO EVERYEXISTING EXTERIOR WALL STUD @ BUMP-OUT,CUTTING EXISTING DBL TOP PLT ABOVE NEWSTUD LOCATIONS. LAP NEW STUDS MIN 48" &FASTEN TO ALL MEMBERS W/ (2) 10d @ 8" OC.EXISTING DBL TOP PLT TO BE CUTAS NEEDED FOR NEW WALL STUDSMIN 48" LAP DESCRIPTIONDATESHEET NUMBERREVISIONS13241 BARTRAM PARK BLVD #601 JACKSONVILLE, FL 32258 P 904-503-3283 RUSSROW.COM C.A. No. 32756 PROJECT NUMBERDESIGNEDREVIEWEDSHEET NAMEADAM K. RUSSELL, PEFL LICENSE NO. 77693STORY RENOVATION 1835 HICKORY LANE ATLANTIC BEACH, FL 32233 DUVAL COUNTY23-1782XNSLS01-17-2024