900 SEMINOLE RD RES23-0113 DRAWINGS_1S0.0GENERALNOTESSHEET INDEXS0.0 GENERAL NOTESS0.1 FOUNDATION/OFF-GRADE FLOOR PLANS1.0 1ST LEVEL FRAMING - DEMOS1.1 1ST LEVEL FRAMING - PROPOSEDS1.2 1ST LEVEL CEILINGSD.1 DETAILS
CLAUDIA LEBLANCDESCRIPTIONDATESHEET 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. 7769305-12-2023JHXN23-0569DUVAL COUNTY
ATLANTIC BEACH, FL 32233
900 SEMINOLE RD
LEBLANC RENOVATIONTHIS 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.05-12-2023130(ULT)/ 101(ASD)BENCLOSEDRESIDENTIALIINOLEVEL 20 psfIIBD4.5C&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=4FTWALL ZONES (GENERIC BUILDING SHOWN)aa554545WOOD 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 PLANMETAL CONNECTOR SCHEDULESIMPSON USPQUICK-TIECONNECTION ATMEMBERANCHORAGEH2.5TRT7HA6(5) 8d x 1 12" EACH END- -MTS12MTW12CSMTS12(7) 10d x 1 12" EACH END- -HTS20HTW20CSHTS20(11) 10d x 1 12" EACH END- -MSTA24 MSTA24 CSMS24(9) 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"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 BUILDINGS, 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)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 OTHER AREAS 40 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)ABBREVIATIONSACI 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 FABRIC
S0.1FOUNDATIONPLANScale: 1/4"=1'-0"FOUNDATION/OFF-GRADE FLOOR PLAN0.1CLAUDIA LEBLANCDESCRIPTIONDATESHEET 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. 7769305-12-2023JHXN23-0569DUVAL COUNTY
ATLANTIC BEACH, FL 32233
900 SEMINOLE RD
LEBLANC RENOVATIONTHIS 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.05-12-202312'-31
2"±10'-01
2"±10'-11
2"±EXISTING FLOOR BEAMSTO REMAIN, TYPEXISTING FLOOR BEAMSTO REMAIN, TYPEXISTING FLOOR BEAMSTO REMAIN, TYPEXISTING FLOOR
JOISTS TO REMAIN
EXISTING PIERSTO REMAIN, TYPEXISTING FDNTO REMAIN, TYPCONTRACTOR TO VERIFYEXISTING PIER ALIGNSBELOW NEW BEAM STUDS.CONTACT EOR SHOULDSITE CONDITIONS VARYCONTRACTOR TO VERIFYEXISTING PIER ALIGNSBELOW NEW BEAM STUDS.CONTACT EOR SHOULDSITE CONDITIONS VARYOFF-GRADE FLOOR FRAMING NOTESFLOOR FRAMINGNo.2 SYP PT1. ALL EXISTING FLOOR JOISTS TO REMAIN2. ANY FLOOR FRAMING WITHIN 18" OF EXPOSED GROUND SHALL BE PRESSURETREATEDBEAM FASTENING3. FASTEN EACH BEAM PLY TOGETHER WITH FOLLOWING, UNO ON PLAN: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 DISTANCE1. 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**7'-91
2"±
NEW (2) 2x12
8'-1"±8'-212"±8'-1"±HUS210-2HUS210-2·NEW (2) 2x12 BEAM·FASTEN TO EXISTINGBEAM PER NOTE 3c,THIS SHEET·NOTCH EACH END TOBEAR ON EXISTINGPIERS AS NEEDED·NEW (2) 2x12 BEAM·FASTEN TO EXISTINGBEAM PER NOTE 3c,THIS SHEET·NOTCH EACH END TOBEAR ON EXISTINGPIERS AS NEEDED
S1.01st LEVELFRAMING - DEMOScale: 1/4"=1'-0"1ST LEVEL FRAMING PLAN - DEMO1.0CLAUDIA LEBLANCDESCRIPTIONDATESHEET 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. 7769305-12-2023JHXN23-0569DUVAL COUNTY
ATLANTIC BEACH, FL 32233
900 SEMINOLE RD
LEBLANC RENOVATIONTHIS 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.05-12-2023LEGEND & SYMBOLSNEW INTERIOR LOAD BEARINGWALL PER FRAMING NOTESEXISTING LOAD BEARING WALL TO REMAINHDR/BEAMEXISTING WALL FRAMING TOREMAIN, TYPNEW INTERIOR NON-LOADBEARING WALL TO BE FRAMEDEXISTING LOAD-BEARING WALL TO BEREMOVED & REPLACED PER PLANEXISTING INTERIOR NON-LOAD BEARINGWALL TO BE REMOVEDEXISTINGEXISTING HDR TO REMAINREMOVEEXISTING HDR TO BE REMOVEDSEE IN-FILL FRAMING NOTESEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGREMOVEREMOVEEXISTING WALL FRAMINGTO REMAIN, TYP UNOEXISTING INTERIORLOAD BRG WALL TOREMAIN, TYP UNOEXISTING INTERIORLOAD BRG WALL TOREMAIN, TYP UNOEXISTING SECTION OF EXTERIOR LOADBRG WALL TO BE REMOVED & REPLACEDW/ HDR , SEE S1.1 PROPOSED PLANEXISTING SECTION OF INTERIOR LOADBRG WALL TO BE REMOVED & REPLACEDW/ HDR , SEE S1.1 PROPOSED PLANEXISTING OPENING TO BEINFILL FRAMED SEE S1.1PROPOSED PLAN, EXISTINGHDR TO REMAINEXISTING OPENING TO BEINFILL FRAMED SEE S1.1PROPOSED PLAN, EXISTINGHDR TO REMAINEXISTING INTERIOR NON-LOAD BRGWALLS TO BE REMOVED & REPLACED,SEE S1.1 PROPOSED PLANEXISTING INTERIOR LOAD BRG WALLSTO BE REMOVED & REPLACED, SEES1.1 PROPOSED PLANEXISTING INTERIOR NON-LOAD BRGWALLS TO BE REMOVED & REPLACED,SEE S1.1 PROPOSED PLANEXISTING EXTERIOR WALL & OPENINGS BELOW EXISTING BEAM TO BE REMOVED& REPLACED, EXISTING BEAM ABOVE TO REMAIN, SEE S1.1 PROPOSED PLANEXISTING EXTERIOR WALL & OPENINGS BELOW
EXISTING BEAM TO BE REMOVED & REPLACED, EXISTING
BEAM ABOVE TO REMAIN, SEE S1.1 PROPOSED PLAN1. 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**EXISTING OPENING TO BEINFILL FRAMED SEE S1.1PROPOSED PLAN, EXISTINGHDR TO REMAINEXISTINGEXISTING BEAMUP TO REMAINEXISTING BEAM UP TO BEREMOVED & REPLACEDPER S1.2 CEILING PLANEXISTINGEXISTINGEXISTING
CLAUDIA LEBLANCDESCRIPTIONDATESHEET 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. 7769305-12-2023JHXN23-0569DUVAL COUNTY
ATLANTIC BEACH, FL 32233
900 SEMINOLE RD
LEBLANC RENOVATIONTHIS 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.05-12-2023PLANK HDRSIZEMAXCLEARSPAN2x4 5' 11''2x68' 8''(2) 2x48' 5''(2) 2x612' 3''FRAMING NOTES:BOTTOM PLATENo.2 SYP PT1. 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,3. MIN (2) ANCHORS PER PLT SEGMENT4. BOTTOM PLT TO FLOOR FRAMING BELOW W/ 10d @ 6" OCDOUBLE 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. FRAME ALL LOAD BRG WALLS W/ MIN 2x_ @ MAX 16" OC, WALL WIDTH TOMATCH ARCHITECTURAL PLANS9. FRAME ALL NON-LOAD BRG WALLS W/ MIN 2x_ @ MAX 24" OC, WALL WIDTH TOMATCH ARCHITECTURAL PLANS10.FASTEN ALL STUDS TO TOP AND BOTTOM PLT W/ MIN (4) 10d TOE-NAILS OR (3)10d FACE-NAILS11.FASTEN ALL MULTI-STUD GROUPS TOGETHER W/ (2) ROWS 10d @ 12" OCSTAGGEREDHEADER FRAMINGNo.2 SYP, LSL, OR LVL12.SEE FRAMING PLAN FOR ALL HDR LOCATIONS, SIZING AND STRAPPINGREQUIREMENTS. SEE HDR CALLOUT BELOW FOR ADDITIONAL INFORMATION13.FASTEN ALL PLIES OF HDR TOGETHER W/ (2) ROWS 10d @ 12" OC STAGGERED14.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-NAILSWALL 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" OCIN-FILL WALL FRAMING18.INFILL WALL BELOW EXISTING HEADER/BEAM W/ 2x_ No.2 SPF @ MAX 16" OC19.ADD NEW 2x_ No.2 SYP PT BOTTOM PLATE AS REQ'D, FASTEN TO NEW SLABPER BOTTOM PLATE NOTES ABOVE20.FASTEN NEW STUDS TO EXISTING HEADER/BEAM & BOTTOM PLTW/ (3) 10d TOE-NAILS21.SHEATH EXTERIOR WALL PER WALL SHEATHING NOTES ABOVE.**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 BELOWLEGEND & SYMBOLS2 CS182SNo. OF HOLDDOWN/STRAPSREQ (IF MULTIPLE)HEADER UPLIFT CONNECTION CALLOUTTYPE OF STRAP REQHOLDDOWN/STRAP TOFRAMING BELOWNo. OF HOLDDOWN/STRAPSREQNo. OF HDR TO JACKSTRAPS REQNEW INTERIOR LOAD BEARINGWALL PER FRAMING NOTESEXISTING LOAD BEARING WALL TO REMAINHDR/BEAMEXISTING WALL FRAMING TOREMAIN, TYPNEW INTERIOR NON-LOADBEARING WALL TO BE FRAMEDEXISTING LOAD-BEARING WALL TO BEREMOVED & REPLACED PER PLANEXISTING INTERIOR NON-LOAD BEARINGWALL TO BE REMOVEDEXISTINGEXISTING HDR TO REMAINREMOVEEXISTING HDR TO BE REMOVEDSEE IN-FILL FRAMING NOTES112 2x10NEW CEILING BEAM ABOVENEW CEILINGBEAM ABOVENEW CEILINGBEAM ABOVENEW CEILING BEAM ABOVE
212 2x6112 2x6EXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTINGEXISTING- -2S- -3S- -3S- -2SEXISTING WALL FRAMINGTO REMAIN, TYP UNOEXISTING INTERIORLOAD BRG WALL TOREMAIN, TYP UNOFRAME NEW INTERIORNON-LOAD BRG WALLSPER FRAMING NOTESFRAME NEW INTERIORNON-LOAD BRG WALLSPER FRAMING NOTESEXISTINGEXISTINGEXISTING OPENING TO BEIN-FILL FRAMED, SEE IN-FILLWALL FRAMING NOTES, THISSHEET, TYPEXISTING OPENING TO BEIN-FILL FRAMED, SEE IN-FILLWALL FRAMING NOTES, THISSHEET, TYPEXISTING OPENING TO BEIN-FILL FRAMED, SEE IN-FILLWALL FRAMING NOTES, THISSHEET, TYPEXISTING OPENING TO BEIN-FILL FRAMED, SEE IN-FILLWALL FRAMING NOTES, THISSHEET, TYPEXISTING INTERIORLOAD BRG WALL TOREMAIN, TYP UNOScale: 1/4"=1'-0"1ST LEVEL FRAMING PLAN - PROPOSED1.11. 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**S1.11st LEVELFRAMING -PROPOSEDEXISTINGEXISTING BEAMUP TO REMAINEXISTINGEXISTINGEXISTINGEXISTING OPENING TO BEIN-FILL FRAMED, SEE IN-FILLWALL FRAMING NOTES, THISSHEET, TYPEXISTING OPENING TO BEIN-FILL FRAMED, SEE IN-FILLWALL FRAMING NOTES, THISSHEET, TYP
S1.21st LEVELCEILINGScale: 1/4"=1'-0"1ST LEVEL CEILING PLAN1.2THIS 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.05-12-2023CLAUDIA LEBLANCDESCRIPTIONDATESHEET 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. 7769305-12-2023JHXN23-0569DUVAL COUNTY
ATLANTIC BEACH, FL 32233
900 SEMINOLE RD
LEBLANC RENOVATION
NEW (2) 2x12 CEILING BEAM, SEE DETAIL
C1/SD.1 (MAX 10'-0" CLEAR SPAN)HU212-2HU212-2NEW (3) 2x12 CEILING BEAM, SEE DETAILC1/SD.1 (MAX 12'-8" CLEAR SPAN)EXISTING 2x8 CEILING JOISTS TO REMAIN, TYPEXISTING 2x6 CEILING JOISTS TO REMAIN, TYPEXISTING 2x6 CEILING JOISTS TO REMAIN EXISTING CEILINGFRAMING TO REMAINCEILING FRAMING NOTES:CEILING FRAMING No.2 SYP1. EXISTING CEILING JOISTS TO REMAIN, TYP UNO2. CUT EXISTING CEILING JOISTS FOR NEW BEAM UP FIT, HANG EXISTINGCEILING JOISTS INTO NEW BEAM W/ LUS26BEAM FASTENING3. FASTEN EACH BEAM PLY TOGETHER WITH FOLLOWING, UNO ON PLAN ORPER TRUSS MANUFACTURER'S SPECIFICATIONS:a. 2-PLY (3) ROWS 10d @ 12" O.C. STAGGERED.b. 3-PLY(3) ROWS 10d @ 6" O.C. STAGGERED.1. 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**EXISTING CEILINGBEAM TO REMAINNEW (2) 2x12 CEILING BEAM, SEE DETAILC1/SD.1 (MAX 12'-3" CLEAR SPAN)NEW (2) 2x8 CEILING BEAM, SEE DETAILC1/SD.1 (MAX 11'-0" CLEAR SPAN)EXISTING LEG DOWNTO REMAIN, TYP
SD.1 DETAILSHEADER 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 OPENINGSINTERMEDIATE JACK STUDS AT HEADERPROVIDE BLOCKING BETWEENINTERMEDIATE JACKS AT SILL,FASTEN W/ (3) 10d TOE-NAILSEACH ENDHDR TO EACH INTERMEDIATEJACK W/ SDWC15600SEE "HEADER FRAMING ELEVATIONS"FOR TOP PLT TO HEADER & KING STUDTO HEADER CONNECTIONSMIN (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 PLANCLAUDIA LEBLANCDESCRIPTIONDATESHEET 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. 7769305-12-2023JHXN23-0569DUVAL COUNTY
ATLANTIC BEACH, FL 32233
900 SEMINOLE RD
LEBLANC RENOVATIONTHIS 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.05-12-2023A2B2B1A1C1BEAM UP FRAMINGCEILINGAACEILINGSTUDS BELOW BEAM PER PLAN·EXISTING 2x6 OR 2x8 CEILING JOISTS·CUT FOR BEAM FIT & HANG INTOBEAM W/ SIMPSON LUS26 W/ (4) 10dINTO BEAM & (4) 10d INTO JOISTFASTEN BEAM TO STUDS W/(4) 10d TOE-NAILS, (2)INSTALLED FROM EACH STUDFASTEN BEAM TO STUDS W/(4) 10d TOE-NAILS, TYP EACHEND OF BEAM·EXISTING 2x6 OR 2x8 CEILING JOISTS·CUT FOR BEAM FIT & HANG INTO BEAMW/ SIMPSON LUS26 W/ (4) 10d INTO BEAM& (4) 10d INTO JOISTBEAM UP PER PLANSTUDS BELOW PER PLANSECTION A-AGYPSUM CEILINGNEW BEAM UP PER PLANGYPSUM CEILING·EXISTING 2x6 OR 2x8 CEILING JOISTS·CUT FOR BEAM FIT & HANG INTOBEAM W/ SIMPSON LUS26 W/ (4) 10dINTO BEAM & (4) 10d INTO JOIST