303 6th St RESA20-0013 COAB Permit Form with Conditions - RenewedOWNER:ADDRESS:CITY:STATE:ZIP:
WOODS JEFFREY C 303 6TH ST ATLANTIC BEACH FL 32233-5347
COMPANY:ADDRESS:CITY:STATE:ZIP:
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169883 0000 ATLANTIC BEACH
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
303 6TH ST
RESIDENTIAL ADDITION SINGLE
OR TWO FAMILY RESIDENTIAL
ADDITION
KITCHEN ADDITION AND
SCREENED PORCH -
Renewed
$100000.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL
Notes:
Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247-
5814) to request an Erosion and Sediment Control Inspection prior to start of construction.
2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 9/1/2020
PERMIT NUMBER
RESA20-0013
ISSUED: 9/1/2020
EXPIRES: 3/6/2024
RESIDENTIAL ADDITION PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $480.00
BUILDING PERMIT RENEWAL 455-0000-322-1000 0 $98.92
BUILDING PLAN CHECK 455-0000-322-1001 0 $240.00
BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $11.55
STATE DCA SURCHARGE 455-0000-208-0600 0 $7.70
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $1,088.17
3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container
cannot be placed on City right-of-way.
4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
5 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
6 PUBLIC WORKS TOPO SURVEY INFORMATIONAL
Notes:
Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection.
7 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
2 of 2Issued Date: 9/1/2020
PERMIT NUMBER
RESA20-0013
ISSUED: 9/1/2020
EXPIRES: 3/6/2024
RESIDENTIAL ADDITION PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
RESA20-0013
RESA20-0013
RESA20-0013
A-2
Floor PlanSheet size: ARCH "D" (24"x36")C 2020, JOHN REEP, ARCHITECT8/7/2020
20200514
2nd Revision
1st Revision
Project Number
Issue Date
3rd Revision Additions303 6th StreetAtlantic Beach, FloridaSignature/SealFlorida AR 00148605703 Lake Lucina Dr. N., Jacksonville, Fla. 32211John@ArchitectJax.com(904) 704-9154C O N S U L T A N T4th Revision
5th Revision
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8/22/2020
A-1
Site Plan &
General NotesSheet size: ARCH "D" (24"x36")C 2020, JOHN REEP, ARCHITECT8/7/2020
20200514
2nd Revision
1st Revision
Project Number
Issue Date
3rd Revision Additions303 6th StreetAtlantic Beach, FloridaSignature/SealFlorida AR 00148605703 Lake Lucina Dr. N., Jacksonville, Fla. 32211John@ArchitectJax.com(904) 704-9154C O N S U L T A N T4th Revision
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A-2
Floor PlanSheet size: ARCH "D" (24"x36")C 2020, JOHN REEP, ARCHITECT8/7/2020
20200514
2nd Revision
1st Revision
Project Number
Issue Date
3rd Revision Additions303 6th StreetAtlantic Beach, FloridaSignature/SealFlorida AR 00148605703 Lake Lucina Dr. N., Jacksonville, Fla. 32211John@ArchitectJax.com(904) 704-9154C O N S U L T A N T4th Revision
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A-3
Roof PlanSheet size: ARCH "D" (24"x36")C 2020, JOHN REEP, ARCHITECT8/7/2020
20200514
2nd Revision
1st Revision
Project Number
Issue Date
3rd Revision Additions303 6th StreetAtlantic Beach, FloridaSignature/SealFlorida AR 00148605703 Lake Lucina Dr. N., Jacksonville, Fla. 32211John@ArchitectJax.com(904) 704-9154C O N S U L T A N T4th Revision
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A-4
ElevationsSheet size: ARCH "D" (24"x36")C 2020, JOHN REEP, ARCHITECT8/7/2020
20200514
2nd Revision
1st Revision
Project Number
Issue Date
3rd Revision Additions303 6th StreetAtlantic Beach, FloridaSignature/SealFlorida AR 00148605703 Lake Lucina Dr. N., Jacksonville, Fla. 32211John@ArchitectJax.com(904) 704-9154C O N S U L T A N T4th Revision
5th Revision
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A-5
SectionsSheet size: ARCH "D" (24"x36")C 2020, JOHN REEP, ARCHITECT8/7/2020
20200514
2nd Revision
1st Revision
Project Number
Issue Date
3rd Revision Additions303 6th StreetAtlantic Beach, FloridaSignature/SealFlorida AR 00148605703 Lake Lucina Dr. N., Jacksonville, Fla. 32211John@ArchitectJax.com(904) 704-9154C O N S U L T A N T4th Revision
5th Revision
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A-6
Exterior Envelope
Details
7"
7"
135°
INTERIOR VIEW12" MIN. w/SEALANTSheet size: ARCH "D" (24"x36")C 2020, JOHN REEP, ARCHITECT8/7/2020
20200514
2nd Revision
1st Revision
Project Number
Issue Date
3rd Revision Additions303 6th StreetAtlantic Beach, FloridaSignature/SealFlorida AR 00148605703 Lake Lucina Dr. N., Jacksonville, Fla. 32211John@ArchitectJax.com(904) 704-9154C O N S U L T A N T4th Revision
5th Revision
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129COPENRESIDENTIALIINOS0.0GENERALNOTESSHEET INDEXS0.0GENERAL NOTESS0.1FOUNDATION/ OFF-GRADEFLOOR FRAMING PLANS1.01ST LEVEL FRAMINGS2.0ROOF FRAMING PLANSD.1DETAILSSD.2DETAILSROOF-C&C DESIGN PRESSURES (ULT)LOCATIONAREA(SF)POSITIVE(ALL ZONES)ZONE 1(psf)ZONE 2(psf)ZONE 3(psf)ROOF0-10+27.66-30.74-36.89-36.8911-20+21.19-28.89-35.04-35.0421-50+12.63-26.44-32.59-32.5951++6.15-24.59-30.74-30.74OVERHANGS0-10- -- --61.48-61.4811-20- -- --59.63-59.6321-50- -- --57.18-57.1851+- -- --55.33-55.33C&C DESIGN PRESSURES (ULT)LOCATIONAREA(SF)INTERIOR ZONE 4(psf)END ZONE 5(psf)WALLS,WINDOWS, &DOORS10+30.74-33.81+30.74-43.0320+29.10-32.18+29.10-39.7750+26.94-30.02+26.94-35.45100+25.31-28.38+25.31-32.18200+23.68-26.75+23.68-28.911000+21.52-24.59+21.52-24.5916FT GARAGEDOOR+23.68-28.91SOFFITS+30.74-33.81+30.74-43.03ASD ALLOWABLE PRESSURES= 0.6*(ULT)a= 4.0FTROOF ZONESWALL ZONES (GENERIC BUILDING SHOWN)aa55454533222222222aaaa11123 aa132221aaHIPGABLEROOF ZONES (GENERIC BUILDING SHOWN)ABBREVIATIONSACIAMERICAN CONCRETE INSTITUTEADDTADDITIONALANSIAMERICAN NATIONAL STANDARDS INSTITUTEAPATHE ENGINEERED WOOD ASSOCIATIONARCHARCHITECTURAL DRAWINGSASCE AMERICAN SOCIETY OF CIVIL ENGINEERSASD ALLOWABLE STRESS DESIGNASTMAMERICAN SOCIETY FOR TESTING AND MATERIALSATRALL-THREAD RODAWPAAMERICAN WOOD PROTECTION ASSOCIATIONBCBOTTOM CHORDBCSIBUILDING COMPONENT SAFETY INFORMATIONBRGBEARINGC&CCOMPONENTS & CLADDINGCONCCONCRETECdLOAD DURATION FACTORCONTCONTINUOUSCMUCONCRETE MASONRY UNITDBLDOUBLEDLDEAD 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 BOARDPLTPLATEpsfPOUNDS PER SQUARE FOOTpsiPOUNDS PER SQUARE INCHPTPRESSURE TREATEDREINFREINFORCEMENTREQREQUIREDSBCASTRUCTURAL BUILDING COMPONENTS ASSOCIATIONSEISTRUCTURAL ENGINEERING INSTITUTESFSQUARE FEET (AREA)SIM SIMILAR TO DETAIL/CALLOUTSPFSPRUCE PINE FIRSWSHEARWALLSYPSOUTHERN YELLOW PINETCTOP CHORDTLTOTAL LOADTMSTHE MASONRY SOCIETYTOPTOP OF PLATETOMTOP OF MASONRYTPITRUSS PLATE INSTITUTETYPTYPICALULTULTIMATEUNOUNLESS NOTED OTHERWISEW/WITHW/OWITHOUTWSPWOOD STRUCTURAL PANELWWF WELDED WIRE FABRICWOOD FRAMING1.ALL WOOD AND WOOD-BASED PRODUCTS HAVE BEEN DESIGNED IN ACCORDANCEWITH NDS FOR WOOD CONSTRUCTION AND NDS SUPPLEMENT (2015)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 FRC TABLE R602.3 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 COLUMNSf'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/ACI 530/ASCE 5 (2013)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 ORGREATERMETAL CONNECTOR SCHEDULESIMPSONUSPCONNECTION ATMEMBERANCHORAGEH2.5TRT7(5) 8d x 1 12" EACH END- -HTS20HTW20(11) 10d x 1 12" EACH END- -MSTA24MSTA24(9) 10d COMMON EACHEND- -CS18CS20(9) 10d COMMON EACHEND- -DTT2ZDTB-TZ(8) 14" x 1 12" WOODSCREWS12" Ø x 4 12" SCREWANCHOR OR EMBEDABU66ZPAU66(12) 16d COMMON58" Ø ANCHOR W/ 7"EMBEDCJT3Z- -(3) 12"Ø x 234" DOWELEACH END(8) 14"Ø x 3" LONG SDSSCREWSCBT4Z- -(3) 12"Ø x 214" DOWELEACH END- -HTSM20- -(10) 10d x 1 12"(4) 14"Ø x 2 14" TAPCONSLUS210- -(4) 16d COMMON(6) 10d x 1 12"LUS210-2- -(4) 16d COMMON(6) 10d x 1 12"NAIL SIZESSPECIFICATIONDIAMETER(Ø)LENGTH8d COMMON0.131"2 12"8d RINGSHANK0.113"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, 6TH EDITION (2017)- FLORIDA BUILDING CODE - EXISTING BUILDINGS, 6TH EDITION (2017)- ASCE/SEI 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES"WIND ( Cd = 1.60)WIND SPEED (MPH)EXPOSURE CATEGORYENCLOSURE CLASSIFICATIONOCCUPANCYRISK CATEGORYWIND BOURNE DEBRISALTERATION LEVEL2 ROOF LOADING (Cd = 1.25)TC LLTC DLBC LLBC DLSHINGLE/METAL20 psf7 psf10 psf * 5 psf* BC LL NON-CONCURRENT W/ OTHER LL's. INCREASE BC LL TO 20psf IN ATTICAREAS W/ STORAGEDEFLECTION CRITERIAROOF:LLL/240TLL/180WALLS: WINDL/360 (STUCCO)WINDL/240 (BRITTLE)WINDL/180 (FLEXIBLE)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 "WOODCONSTRUCTION CONNECTORS" CATALOG (2019-2020) & USP "STRUCTURALCONNECTORS," 59TH EDITION (2018)2.ALL CONNECTORS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS3.ANY CONNECTORS NOT SPECIFIED IN TABLE ABOVE, SHALL BE INSTALLED PERTHE MANUFACTURER'S SPECIFICATIONS4.POSITIVE PLACEMENT GUN NAILS W/ EQUAL DIAMETER & MIN 2 12" LONG MAYBE USED ILO COMMON NAILS ON CS18 STRAPS, MSTA STRAPS, AND ABU POSTBASE 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 BEINSTALLED W/ SIMPSON SET-XP, AT-XP, OR EQUIVALENT7.FASTENERS, CONNECTORS, AND ACCESSORIES IN CONTACT WITH PT WOODSHALL BE HOT-DIPPED GALVANIZED STEEL OR STAINLESS STEEL INACCORDANCE WITH THE MANUFACTURER'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 STAINLESSSTEELWATERPROOFING1.DESIGN AND INSTALLATION OF ALL WATERPROOFING, FLASHING, AND ROOF/WALLCOVERING ASSEMBLIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND/ORARCHITECT OF RECORD.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. 77693Florida AR 0014860
5703 Lake Lucina Dr. N., Jacksonville, Fla. 32211
ArchitectJax@gmail.com
(904) 704-9154
A r c h i t e c t
J o h n R e e p
T h r e e D e c a d e s o f S e r v i c e08-07-2020AKRBDP20-0414DUVAL COUNTY
ATLANTIC BEACH, FL 32233
303 6TH STREET,
WOOD ADDITIONTHIS 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. THE ENVELOPE IDSHOWN ON ANY ELECTRONIC COPIES MUST BEVERIFIED TO MATCH THE ACCOMPANYINGCERTIFICATE OF COMPLETION.08-07-2020DocuSign Envelope ID: C26C486E-FAA3-4EF4-B57C-5E1906200316
S0.1FOUNDATION/OFF-GRADEFLOOR PLANScale: 1/4"=1'-0"FOUNDATION PLAN0.1FOUNDATION NOTES:SEE CONCRETE AND SOIL GENERAL NOTES SHEET S0.0 FOR ALL ADDITIONALSPECIFICATIONS.SLAB 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.1STEMWALL 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 10" HOOK AND TIE INTOFOOTING REINF13.ALL VERTICAL DOWELS SHALL EXTEND MIN 25" OUT OF FOOTING TO LAPW/ VERTICAL REINF14.VERTICAL REINF TO HAVE STANDARD 10" HOOK AND TIE INTO CHAIRBLOCK/BOND BEAM HORIZONTAL REINFDESCRIPTIONDATESHEET 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. 77693Florida AR 0014860
5703 Lake Lucina Dr. N., Jacksonville, Fla. 32211
ArchitectJax@gmail.com
(904) 704-9154
A r c h i t e c t
J o h n R e e p
T h r e e D e c a d e s o f S e r v i c e08-07-2020AKRBDP20-0414DUVAL COUNTY
ATLANTIC BEACH, FL 32233
303 6TH STREET,
WOOD ADDITIONTHIS 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. THE ENVELOPE IDSHOWN ON ANY ELECTRONIC COPIES MUST BEVERIFIED TO MATCH THE ACCOMPANYINGCERTIFICATE OF COMPLETION.08-07-2020EXISTING FOUNDATIONTO REMAINEXISTING PORCHFOUNDATION TO REMAINA1SD.1A1SD.1A1SD.1A1SD.132'-1"12'-0"3'-3"(±)44'-1"26'-2"(±)8'-7"4'-6"13'-0"DRILL & EPOXY (2) 12"LONG No.5 DOWELS INTOEXISTING FTG W/ MIN 6"EMBED, TYP AS SHOWNDRILL & EPOXY (2) 12"LONG No.5 DOWELS INTOEXISTING FTG W/ MIN 6"EMBED, TYP AS SHOWN13'-1"OFF-GRADE FRAMING NOTES:BOTTOM PLATENo.2 SYP PT1.PT BOTTOM PLT TO BE ANCHORED TO STEMWALL W/ 12"Ø x 6" LONG TITENHD OR 12"Ø A36 (36ksi) ATR EPOXY ANCHOR W/ NUT AND 3" SQUARE x0.229" WASHER2.ANCHORS TO BE INSTALLED EACH SIDE OF OPENING (MIN 6" FROMJACK/KING GROUP), WITHIN 12" OF THE PLT BREAK AND @ MAX 48" OC,3.MIN (2) ANCHORS PER PLT SEGMENTFLOOR JOISTSNo.2 SYP PT, UNO4.ALL FLOOR JOISTS SHALL BE 2x12 @ MAX 24" OC, UNO5.CONT. 2x12 RIM BOARD TO BE INSTALLED @ PERPENDICULAR FLOORJOIST LOCATIONS- ATTACH RIM BOARD TO PT PLT BELOW W/ 10dTOE-NAILS @ 6" OC, SEE DETAIL A2/SD.16.DBL FLOOR JOIST TO BE INSTALLED WHERE FLOOR JOIST ARE PARALLEL-FASTEN TO PT PLT BELOW W/ 10d TOE-NAILS @ 6" OC, SEE DETAIL A3/SD.17.ATTACH EACH FLOOR JOIST TO RIM BOARD W/ (6) 10d FACE-NAILS8.ATTACH EACH FLOOR JOIST TO LEDGER W/ LUS2109.PROVIDE (2) 2x12 BLOCKING BELOW EXTERIOR WALL, FASTEN W/ (3) 10dTOE-NAILS EACH ENDFLOOR SHEATHING10.SHEATH FLOOR FRAMING W/ 12" TONGUE AND GROOVE OSB ORPLYWOOD.11.FASTEN SHEATHING TO ALL SUPPORTING MEMBERS W/ 10d COMMON @6" OC AT ALL PANEL EDGES AND 12" OC IN THE FIELD.2x12 RIM BOARD2x12 RIM BOARD2x12 No.2 SYP PT FLOORJOIST @ 24" OC, TYP(2) 2x12 No.2 SYPPT END JOIST(2) 2x12 No.2 SYPPT END JOIST(2) 2x12 No.2 SYPPT END JOISTEXISTING FOUNDATIONTO REMAINEXISTING PORCHFOUNDATION TO REMAIN2x12 No.2 SYP PT LEDGER TOEXISTING FOUNDATION W/ (2)ROWS 14"Ø x 3" LONG TAPCONS @MAX 24" OC, STAGGERED, TYPSEE NOTE 9
(2) 2x12HUC212-2Scale: 1/4"=1'-0"OFF-GRADE FLOOR PLAN0.2A2SD.1A3ASD.1A2SD.1A3BSD.1HTSM20SINGLE COURSE BONDBEAM AT TOP OFSTEMWALL PER PLAN8" PRECAST LINTEL ABOVEEACH OPENING FILL SOLIDW/ (1) CONT. No.5, MIN 4"BEARING EACH SIDEFILL VERTICAL CELL SOLIDW/ (1) No.5 VERTICAL EACHSIDE OF OPENING16"x24" OPENING &SCREEN PER ARCHFINISHED GRADELOWEST HORIZONTALSTRUCTURAL MEMBERACCESS OPENING MAY BEINSTALLED ANYWHERE ONFOUNDATION PROVIDEDTHAT THE OPENING ISINSTALLED PER THIS DETAIL**NOTE**Scale: NTSOPENING IN STEMWALL0.3DocuSign Envelope ID: C26C486E-FAA3-4EF4-B57C-5E1906200316
S1.01st LEVELFRAMINGScale: 1/4"=1'-0"1ST LEVEL FRAMING PLAN1.0FRAMING NOTES:BOTTOM PLATENo.2 SYP (PT @ 1ST LEVEL)1.BOTTOM PLATE TO BE FASTENED TO RIM BOARD/ DBL FLOOR JOIST W/ 10d @ 6" OCDOUBLE TOP PLATENo.2 SYP2.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 TOGETHER W/ 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.ALL WALLS TO BE FRAMED W/ 2x4 @ 16" OC6.FASTEN ALL STUDS TO TOP AND BOTTOM PLT W/ MIN (4) 10d TOE-NAILS OR (3) 10dFACE-NAILS7.FASTEN ALL MULTI-STUD GROUPS TOGETHER W/ (2) ROWS 10d @ 12" OCSTAGGERED8.FASTEN EACH END STUD TO EXISTING WALL FRAMING W/ (2) ROWS 10d @ 8" OC,STAGGERED9.INFILL FRAME NEW DOOR BELOW EXISTING PORCH BEAM.9.1.PROVIDE (2) KING STUDS EACH END OF OPENING9.2.ADD NEW 2x4 BOTTOM PLT AS REQ'D. FASTEN TO EXISTING FOUNDATION W/ 14"Øx 3 12" TAPCONS @ MAX 12" OC. MIN (2) TAPCONS PER PLT SEGMENT9.3.PROVIDE SHEATHING AS REQ'D PER WALL SHEATHING SPECIFICATIONS BELOWHEADER 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-NAILSWALL SHEATHING13.SHEATH ALL EXTERIOR WALLS W/ 716" 24/16 SPAN RATED OSB OR PLYWOOD.SHEATHING SHALL BE INSTALLED HORIZONTALLY OR VERTICALLY WITH 2x4 MIN SPFBLOCKING AT ALL HORIZONTAL PANEL EDGES14.FASTEN SHEATHING TO WALL FRAMING W/ 8d COMMON @ 6" OC AT ALL PANELEDGES AND 12" OC IN THE FIELD, UNO ON PLAN15.FASTEN SHEATHING TO EACH STUD OF MULTI-PLY STUD GROUP AND EACH KINGSTUD W/ 8d COMMON @ 12" OC**IF ( ) SHOWN, (2) SDWC15600 REQTOP PLT TO STUDHEADER CALLOUT1122x6No. OF HDR PLIESHDR SIZENo. OF JACK STUDSNo. OF KING STUDSSTUD GROUP CALLOUTNo. OF STUDS REQ, MATCH WALLWIDTH UNOHOLDDOWN/STRAP TOFRAMING BELOWHDR/BEAMLEGEND & SYMBOLS2 CS182SNo. OF HOLDDOWN/STRAPSREQ (IF MULTIPLE)PLANK HDRSIZEMAXCLEARSPAN2x45' 9''2x68' 5''(2) 2x48' 2''(2) 2x611' 11''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. 77693Florida AR 0014860
5703 Lake Lucina Dr. N., Jacksonville, Fla. 32211
ArchitectJax@gmail.com
(904) 704-9154
A r c h i t e c t
J o h n R e e p
T h r e e D e c a d e s o f S e r v i c e08-07-2020AKRBDP20-0414DUVAL COUNTY
ATLANTIC BEACH, FL 32233
303 6TH STREET,
WOOD ADDITIONTHIS 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. THE ENVELOPE IDSHOWN ON ANY ELECTRONIC COPIES MUST BEVERIFIED TO MATCH THE ACCOMPANYINGCERTIFICATE OF COMPLETION.08-07-2020SD.1B46x6 POST(2) 2x12(2) 2x12SD.1B46x6 POSTSD.1B44x4 POSTSD.1B4SIM, 6x6 POSTCONT. TO RAFTER(4) TOTAL312"x14" PT GLULAM OR 312" x 914" 2.0EPARALLAM PLUS PSL RIDGE BEAM·SEE DETAIL B5/SD.2·STUD GROUP TOFOUNDATION W/ DTT2ZEXISTING CEILING
BEAM TO REMAIN
REMOVE EXISTINGROOF & WALL FRAMINGAT BAY WINDOWDTT2Z2S2122x4CS182SCS182SSEE NOTE 8SEE NOTE 8EXISTING ROOFFRAMING TO REMAINEXISTING PORCH ROOFFRAMING TO REMAINSEE NOTE 9 B3SD.2BALLOON FRAME WALLCONT FROM BOTTOMPLT TO ROOF DECKDTT2Z2SDTT2Z2SBELOW EXISTINGOPENING @ RIDGE,SEE RAFTER FRAMINGNOTE 7 SHEET S2.0STRUCTURAL BRACKET,(5) TOTAL, SEE DETAIL B1/SD.1BELOW EXISTINGOPENING @ RIDGE,SEE RAFTER FRAMINGNOTE 7 SHEET S2.0DocuSign Envelope ID: C26C486E-FAA3-4EF4-B57C-5E1906200316
S2.0ROOFFRAMING PLANScale: 1/4"=1'-0"ROOF FRAMING PLAN2.0DESCRIPTIONDATESHEET 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. 77693Florida AR 0014860
5703 Lake Lucina Dr. N., Jacksonville, Fla. 32211
ArchitectJax@gmail.com
(904) 704-9154
A r c h i t e c t
J o h n R e e p
T h r e e D e c a d e s o f S e r v i c e08-07-2020AKRBDP20-0414DUVAL COUNTY
ATLANTIC BEACH, FL 32233
303 6TH STREET,
WOOD ADDITIONTHIS 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. THE ENVELOPE IDSHOWN ON ANY ELECTRONIC COPIES MUST BEVERIFIED TO MATCH THE ACCOMPANYINGCERTIFICATE OF COMPLETION.08-07-2020EXISTING ROOFFRAMING TO REMAINEXISTING PORCH ROOFFRAMING TO REMAIN4x10 No.2 SYP PT OR 312" x 914"2.0E PARALLAM PLUS PSLRAFTERS @ MAX 32" OCB1SD.1C1SD.1C1SD.1312"x14" PT GLULAM OR 312" x 914" 2.0EPARALLAM PLUS PSL RIDGE BEAMRAFTER FRAMING NOTES:RAFTER FRAMING1.ALL RAFTERS TO BE MIN 4x10 No.2 SYP PT OR 312" x 914" 2.0E PARALLAM PLUSPSL RAFTERS @ MAX 32" OC2.RIDGE TO BE 312"x14" PT GLULAM OR 312" x 914" 2.0E PARALLAM PLUS PSL3.FASTEN RAFTERS TO PORCH BEAM BELOW W/ (1) 6" LONG SDWH EXTERIORSCREW4.ATTACH EACH RAFTER TO RIDGE W/ CJT35.END RAFTER TO EXISTING ROOF FRAMING W/ 14"Ø x 412" SDS SCREWS @ 32" OC6.RIDGE TO 6x6 POST W/ CBT4Z7.POCKET RIDGE BEAM INTO EXISTING WALL.7.1.PROVIDE (2) 2x6 No.2 SYP STUDS BELOW RIDGE. FASTEN STUDSTOGETHER W/ (2) ROWS 10d @ 8" OC, STAGGERED7.2.RIDGE TO (2) 2x6 STUDS W/ (1) HTS207.3.(2) 2x6 STUD TO EXISTING HEADER BELOW W/ (1) HTS20. EXISTING HEADERTO BE MIN (2) 2x10 W/ (1) JACK & (2) KING STUDS EACH END, REMOVE &REPLACE AS REQ'D, SEE DETAIL A6/SD.2 FOR HEADER DETAIL7.4.FASTEN HEADER TO EACH JACK STUD W/ (1) CS18 OR (1) MSTA247.5.FASTEN JACK/KING STUD GROUP TO 1ST LEVEL STUDS W/ (1) CS18 OR (1)MSTA24 CENTERED ACROSS FLOOR SYSTEM7.6.PROVIDE MIN (2) STUDS IN EXISTING 1ST LEVEL WALL BELOW EACHJACK/KING STUD GROUP & FASTEN TO EXISTING FOUNDATION W/ (1) DTT2Z.SEE SHEET S1.0ROOF SHEATHING8.FASTEN 34" T&G PINE DECKING TO EACH RAFTER W/ (2) 8d RINGSHANK9.FASTEN 716" 24/16 SPAN RATED OSB TO ROOF FRAMING W/ 8d RINGSHANK @ 6"OC AT ALL PANEL EDGES AND 12" OC IN THE FIELDSEE NOTE 5SEE NOTE 6SEE NOTE 7B3SD.12x4 No.2 SYP RAFTERS &CEILING JOIST @ MAX 24"OC, SEE DETAIL C2/SD.1C2SD.1C2SD.1BALLOON FRAME WALLCONT FROM BOTTOMPLT TO ROOF DECKScale: 1/4"=1'-0"KITCHEN ROOF FRAMING PLAN2.1SEE SECTION 2.1 FORKITCHEN ROOF FRAMINGSPECIFICATIONS2x6 BLOCKING BETWEENMAIN ROOF RAFTERS.FASTEN W/ (5) 10dTOE-NAILS EACH ENDKITCHEN ROOF FRAMING NOTES:RAFTERS1.REMOVE EXISTING ROOF FRAMING AT BAY WINDOW2.PROVIDE 2x6 BLOCKING @ RIDGE OF KITCHEN ROOF. FASTEN TO MAIN PORCH RAFTERS W/(5) 10d TOE-NAILS EACH END3.ALL RAFTERS TO BE 2x4 No.2 SYP @ MAX 24 OC4.FASTEN RAFTERS TO DBL TOP PLT BELOW W/ (1) H2.5T OR (1) SDWC156005.FASTEN RAFTERS TO 2x6 BLOCKING W/ (3) 10d TOE-NAILSCEILING JOISTS6.ALL CEILING JOISTS TO BE 2x4 No.2 SYP @ MAX 24 OC & SHALL ALIGN W/ RAFTERS, WHEREAPPLICABLE7.FASTEN EACH CEILING JOIST TO RAFTER W/ (5) 10d FACE-NAILSROOF SHEATHING8.WHERE APPLICABLE, SHEATH ROOF FRAMING W/ 716" 24/16 SPAN RATED OSB OR PLYWOOD,SHEATHING SHALL BE INSTALLED W/ LONG DIMENSION PERPENDICULAR TO SUPPORTS9.FASTEN SHEATHING TO ROOF FRAMING W/ 8d RINGSHANK @ 6" OC AT ALL PANEL EDGES AND12" OC IN THE FIELD10.WHERE ROOF IS ADJACENT TO EXISTING WALL/FLOOR FRAMING, PROVIDE 2x_ NAILERSLOPED TO MATCH ROOF PITCH. FASTEN NAILER TO EACH VERTICAL WALL/FLOOR FRAMINGMEMBER W/ (3) 10d @ MAX 24" OC, EDGE NAIL ROOF SHEATHING TO NAILERB1SD.1DocuSign Envelope ID: C26C486E-FAA3-4EF4-B57C-5E1906200316
SD.1 DETAILS24" LONG No.4 OR No.5 BAR ATMID-HEIGHT OF SLABTYPICAL WALL FTG REINFRE-ENTRANT CORNER REINFORCEMENTMIN 2"A1B1C1A2B2A3B3A4B4C2DESCRIPTIONDATESHEET 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. 77693Florida AR 0014860
5703 Lake Lucina Dr. N., Jacksonville, Fla. 32211
ArchitectJax@gmail.com
(904) 704-9154
A r c h i t e c t
J o h n R e e p
T h r e e D e c a d e s o f S e r v i c e08-07-2020AKRBDP20-0414DUVAL COUNTY
ATLANTIC BEACH, FL 32233
303 6TH STREET,
WOOD ADDITIONTHIS 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. THE ENVELOPE IDSHOWN ON ANY ELECTRONIC COPIES MUST BEVERIFIED TO MATCH THE ACCOMPANYINGCERTIFICATE OF COMPLETION.08-07-2020KNEEWALL FRAMING- ABOVE ROOF DECKNOTES APPLICABLE TO BOTH CONDITIONS:1.SHEATH LOWER ROOF DECK CONTPRIOR TO FRAMING KNEEWALL2.FRAME MIN 2x4 SPF KNEEWALL W/ STUDS@ 16" OC OVER ROOF DECK3.FASTEN KNEEWALL BOTTOM PLT TOTRUSS TC/BLOCKING W/ (3) 10dFACENAILS4.SHEATH KNEEWALL PER FRAMING NOTESBALLOON FRAMED GABLE TO OUTLOOKERSBALLOON FRAME STUDSCONT TO TOP PLT,SPACING PER PLAN·2x4 No. 2 SYPOUTLOOKER @ 24" OC·FASTEN TO DBL TOPPLT W/ H2.5T·FASTEN TO FIRSTRAFTER BACK W/ (3)10d TOE-NAILSROOF DECK2x4 No. 2 SYP BLOCKING @24" OC, CUT TIGHT TO FITBETWEEN TRUSS TC W/ (3)10d TOE-NAILS EACH ENDRAFTERS PER PLANRAFTER TO KNEEWALLDBL TOP PLT W/SDWC15600 OR H2.5TTOP PLT TO EACH STUDW/ SDWC15600 OR H2.5TBOTTOM PLT TO TRUSSTC W/ SDWC15450 ORH2.5T @ 24" OCEACH STUD TO BOTTOMPLT W/ SDWC15450 ORH2.5TRAFTERS PER PLANKNEEWALL PLT HGTROOF DECKPORCH BEAM PER PLANFASTEN RAFTER TO PORCH BEAM W/ 6"LONG SDWH EXTERIOR SCREWFASCIA BYCONTRACTORROOF SHEATHING &DECKING PER PLAN4x10 No.2 SYP PT OR 312" x 914" 2.0E PARALLAMPLUS PSL RAFTERS @ MAX 32" OCRAFTERS TO RIDGEW/ CJT3312"x14" PT GLULAM OR 312" x 914"2.0E PARALLAM PLUS PSL RIDGEBEAM, PER PLANPORCH BEAM PER PLANFASTEN RAFTER TO PORCH BEAM W/ 6"LONG SDWH EXTERIOR SCREWROOF DECKCONVENTIONALLY FRAMEDRAFTER & CEILING JOIST PERPLAN2x_ No. 2 SYP DBL TOP PLTEVERY RAFTER TO TOP PLTW/ SDWC15600 OR H2.5TWALL SHEATHING,FASTEN TO DBL TOP PLTPER FRAMING NOTESEXTERIOR WALL STUDSPACING PER FRAMING NOTESEXTERIOR ROOF-TO-WALL @ FRAMED LOCATIONSBRACKET ARM TOVERTICAL W/ CJT32x6 No.2 SYP PT VERTICAL,FASTEN TO 6x6 POST W/(1) 12"Ø THRU-BOLT W/ NUT &WASHER @ TOP & BOTTOM,±3" FROM END OF VERTICALEACH END4x6 No.2 SYP PT BRACKETARM. ARCHITECTURALCUT BY CONTRACTOR±45°FASTEN BRACKET MEMBERSTOGETHER W/ (1) 12"Ø x 46"LONG LAG SCREWEND RAFTER TO EACHBRACKET W/ (1) 6" LONGSDWH EXTERIOR SCREWHORIZONTAL BRACKETMEMBER TO 6x6 POST W/ CJT3ROOF SHEATHING & DECKINGPER PLANFASTEN RAFTER TO EACHPOST W/ (1) 6" LONG SDWHEXTERIOR SCREWPORCH RAFTER FRAMING ELEVATIONEND RAFTER BRACKET DETAIL1'-4"W/ (2) No.4 OR (2) No.5MAX 48"SEE TABLE BELOW IFADDT HGT IS REQ(1) No.5 CONTTYPICAL WALL FOOTING-STEMWALLCONC SLAB W/ REINFPER PLANGRADENo.4 VERTICAL & FILLEDCELL @ MAX 48" O.C. W/STANDARD HOOK1'-0"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 (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. SPACINGEACH PORCH BEAMTO POST W/ CBT4ZPORCH BEAM PER PLANFOUNDATION PER PLANPOST TO FDN W/ ONE OFTHE FOLLOWING OPTIONS:·ABU44Z- 4x4 POST·ABU66Z- 6x6 POST·DTT2Z4x4/6x6 No. 2 SYP PTPOST PER PLANTYPICAL CONNECTION AT PORCH BEAMANCHOR BOLT W/ NUT & WASHERAS REQ PER FRAMING NOTES2" MIN EDGE DISTANCE2x12 No. 2 SYP PT RIM BOARD PEROFF-GRADE FLOOR FRAMING NOTES,SHEET S0.1RIM BOARD TO BOTTOM PLT W/10d TOE-NAILS @ 6" OCWALL SHEATHING TO BOTTOMPLT PER FRAMING NOTES2x12 No. 2 SYP PT RIM BOARD PEROFF-GRADE FLOOR FRAMING NOTES,SHEET S0.11ST LEVEL BOTTOM PLT TO RIMBOARD PER FRAMING NOTESSHEATHING TO BOTTOM PLT W/8d COMMON @ 6" OCRIM BOARD TO BOTTOM PLT W/10d TOE-NAILS @ 6" OCPROVIDE 2x_ BLOCKING TO FIRSTJOIST BACK @ MAX 24" OC, FASTEN@ EACH END W/ (3) 10d TOE-NAILSPERPENDICULAR FLOOR JOIST FRAMINGPARALLEL FLOOR JOIST FRAMING2x12 No. 2 SYP PT RIM BOARD PEROFF-GRADE FLOOR FRAMING NOTES,SHEET S0.1RIM BOARD TO BOTTOM PLT W/10d TOE-NAILS @ 6" OCPROVIDE 2x_ BLOCKING TO FIRSTJOIST BACK @ MAX 24" OC, FASTEN@ EACH END W/ (3) 10d TOE-NAILSSECTION ASECTION BWALL SHEATHINGPER PLAN4x4 No.2 SYP PTHORIZONTAL BRACKETMEMBER6x6 No.2 SYP PT POSTPER PLAN2x8 PT PLT PER PLAN2x8 PT PLT PER PLAN2x8 PT PLT PER PLANDocuSign Envelope ID: C26C486E-FAA3-4EF4-B57C-5E1906200316
SD.2DETAILSMIN (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 PLANHEADER 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"OCA5B5C5A6PORCH 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/ HTS20 OR TOPARALLEL WALL STUDSW/ 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/ HTS20OR TO PARALLEL WALLSTUDS/POST DOWN W/ 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)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. 77693Florida AR 0014860
5703 Lake Lucina Dr. N., Jacksonville, Fla. 32211
ArchitectJax@gmail.com
(904) 704-9154
A r c h i t e c t
J o h n R e e p
T h r e e D e c a d e s o f S e r v i c e08-07-2020AKRBDP20-0414DUVAL COUNTY
ATLANTIC BEACH, FL 32233
303 6TH STREET,
WOOD ADDITIONTHIS 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. THE ENVELOPE IDSHOWN ON ANY ELECTRONIC COPIES MUST BEVERIFIED TO MATCH THE ACCOMPANYINGCERTIFICATE OF COMPLETION.08-07-2020DocuSign Envelope ID: C26C486E-FAA3-4EF4-B57C-5E1906200316