85 W 2nd St RES24-0009 plans revision 1-29-24_1PROJECT LOCATION MAPDATE:N/ASCALE:PAGE NUMBERPROJECT No.T1TITLE SHEETDRAWN BY:RCJDESIGNED BY:RCJREV DESCRIPTION DATEBY
NUMBER SHEETSNORTHPREPARED FOR:HAROLD ROOKSATLANTIC BEACH, FL85 2ND ST WSheet IndexVICINITY MAP1 COVER SHEET T12GENERAL NOTES G23SITE PLANC34FLOOR PLAN/LAYOUTL45REFLECTED CEILINGR56PLUMBINGP67ELEVATIONSC78WALL COVERINGSC89-14STRUCTURAL PLANSS1-S6CONSTRUCTION DRAWINGSFORROOKS RESIDENCESINGLE FAMILY HOMEENGINEER:Legend Engineering416 3RD ST S - UNIT 202Jacksonville Beach, FL 32240813.389.0835legendenggroup.comBOTTOM LINE VENTURESTIM MILLARDMILLARDT@BELLSOUTH.NETBUILDER:PROJECT ADDRESS:CHECKED BY:TTOCT 20231023-00851 of 14PLOT DATE:10/11/2023ROOKS RESIDENCE
85 2ND ST W
ATLANTIC BEACH, FLTHIS ITEM HAS BEEN ELECTRONICALLY SIGEND AND SEALED BYRODERICK C. JACKSON, P.E. ON THE DATE ADDJACENT TO THESEAL.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDEREDSIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ONANY ELECTRONC COPIES.Digitally signed by Roderick C Jackson Date: 2024.01.25 05:30:50 -05'00'By Toni Gindlesperger at 11:12 am, Jan 29, 2024Reviewed for codecomplianceCEP BU169901/31/2024 5:46:21 PMJOB COPYBy Zoning at 2:48 pm, Feb 08, 2024
DATE:N/ASCALE:PAGE NUMBERPROJECT No.G2GENERAL NOTESDRAWN BY:RCJDESIGNED BY:RCJREV DESCRIPTION DATEBY
NUMBER SHEETSGENERAL NOTESSPECIFICATIONSSTCSOUND TRANSMISSIONCLASSSTDSTANDARDSTLSTEELSTORSTORAGESTRUCTSTRUCTURALSUSPSUSPENDEDSYMSYMETRICALSYPSOUTHERN YELLOW PINETTREADT>ONGUE AND GROOVETBTOWEL BARTEMPTEMPORARY / TEMPERATURETFCITENANT FURNISHED /CONTRACTOR INSTALLEDTFTITENANT FURNISHED /TENANT INSTALLEDTHKTHICK / THICKNESSTMPDTEMPEREDTOCTOP OF CONCRETETOSTOP OF SLABTOSTTOP OF STEELTOWTOP OF WALLTPDTOILET PAPER DISPENSERTVTELEVISIONTYPTYPICALUNOUNLESS NOTED OTHERWISEURURINALVBVINYL BASEVCTVINYL COMPOSITION TILEVERTVERTICALVESTVESTIBULEVNRVENEERW/WITHW/DWASHER / DRYER COMBOW/OWITHOUTWCWATER CLOSETWDWOODWDWWINDOWWGLWIRE GLASSWHWATER HEATERWRBWATER-RESISTIVE BARRIERWSWALL SECTIONWSCTWAINSCOTWSHWASHING MACHINEWTWEIGHT+/-PLUS OR MINUSHORIZHORIZONTALHTHEIGHTHVACHEATING / AIR CONDITIONING/ VENTILATIONIDINTERIOR DESIGNIMBICE MAKER BOXINTINTERIORINVINVERTJBOXJUNCTION BOXJTJOINTLLENGTHLAMLAMINATELAVLAVATORYLDRYLAUNDRYLHLEFT HANDLT WTLIGHT WEIGHTLVLLAMINATED VENEER LUMBERLVRLOUVERMATLMATERIALMAXMAXIMUMMCMEDICINE CABINETMECHMECHANICALMEDMEDIUMMEMBMEMBRANEMFRMANUFACTURERMICROMICROWAVEMINMINIMUMMIRMIRRORMISCMISCELANEOUSMMMILLIMETERMOMASONRY OPENINGMTDMOUNTEDMTLMETALMULLMULLIONNFHBNON-FREEZE HOSE BIBNFVANET FREE VENTILLATIONAREANICNOT IN CONTRACTNO.NUMBERNOMNOMINALNRNOISE REDUCTIONNRCNOISE REDUCTIONCOEFFICIENTNTSNOT TO SCALEOAOVERALLOCON CENTERODOUTSIDE DIAMETEROFCIOWNER FURNISHED /CONTRACTOR INSTALLEDOFOIOWNER FURNISHED / OWNERINSTALLEDOHOVERHEADOHCOVERHEAD CABINETOHDOVERHEAD DOOROPHOPPOSITE HANDOPNGOPENINGOPPOPPOSITEORVOFF RIDGE VENTP.L.PROPERTY LINEPCFPOUNDS PER CUBIC FOOTPERFPERFORATEDPFLPOUNDS PER LINEAR FOOTPLPLATEPLAMPLASTIC LAMINATEPLUMBPLUMBINGPNLPANELPRKGPARKINGPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPTPRESSURE TREATEDPTDPAINT / PAINTEDPVCPOLYVINYL CHLORIDEPVMTPAVEMENTQTYQUANTITYRRISERRARETURN AIRRADRADIUSRBRUBBER BASERDROOF DRAINRE:REFERENCEREFREFRIGERATORREINFREINFORCEDREQDREQUIREDRESILRESILIENTRETRETURNREVREVISIONRHRIGHT HANDRJREVEAL JOINTRMROOMROROUGH OPENINGRVRSREVERSESASELF-ADHEREDSECTSECTIONSFSQUARE FEETSHWRSHOWERSIMSIMILARSLPSLOPESPECSPECIFICATIONSPFSPRUCE PINE FIRSPKRSPEAKERSQSQUARESSSOLID SURFACESSTSTAINLESS STEELABVABOVEACCACCESS / ACCESSIBLEACTACOUSTICAL CEILING TILEADJADJACENT / ADJUSTABLEAHJAUTHORITY HAVINGJURISDICTIONAHUAIR HANDLING UNITALTALTERNATEALUMALUMINUMANODANODIZEDAPACCESS PANELAPPROXAPPROXIMATEBDBOARDBLDGBUILDINGBLKBLOCKINGBRGBEARINGBSBUILDING SECTIONCABCABINETCFCICONTRACTOR FURNISHED /CONTRACTOR INSTALLEDCHCHANNELCJCONTROL JOINTCLCENTERLINECLGCEILINGCLOCLOSETCLRCLEARCLSWCENTERLINE OF SEPARATIONWALLCMUCONCRETE MASONRY UNITCOLCOLUMNCOMPCOMPOSITECONCCONCRETECONDCONDENSING UNITCONTCONTINUOUS / CONTINUECORRCORRIDORCPETCOMMON PATH OF EGRESSTRAVELCPTCARPETCTCERAMIC TILECTRCENTERCU FTCUBIC FOOTCU YDCUBIC YARDDBLDOUBLEDEPTDEPARTMENTDFDRINKING FOUNTAINDHDOUBLE HUNGDIADIAMETERDIAGDIAGONALDIMDIMENSIONDISPDISPOSALDNDOWNDRYCLOTHES DRYERDSDOWNSPOUTDTLDETAILDVDRYER VENTDWDISHWASHERDWGDRAWINGDWRDRAWEREAEACHEATDEXIT ACCESS TRAVELDISTANCEEJEXPANSION JOINTELELEVATIONELECELECTRIC / ELECTRICALELEVELEVATOREMEREMERGENCYEPBELECTRIC PANEL BOARDEQEQUALEQUIPEQUIPMENTEWCELECTRIC WATER COOLEREXISTEXISTINGEXPEXPOSEDEXTEXTERIORFCFIBER CEMENTFDFLOOR DRAINFEFIRE EXTINGUISHERFECFIRE EXTINGUISHER CABINETFFFINISHED FLOORFFEFINISHED FLOOR ELEVATIONFGFIXED GLASSFHAFAIR HOUSING ACTFINFINISHFLFLOOR LINEFLRFLOORFNDNFOUNDATIONFOCFACE OF CONCRETEFOFFACE OF FINISHFOMFACE OF MASONRYFOSFACE OF STUDFOSHFACE OF SHEATHINGFPFIREPLACEFPEFIRE PROTECTION ENGINEERFTGFOOTINGGAGAUGEGALVGALVANIZEDGCGENERAL CONTRACTORGLGLASS / GLAZINGGWBGYPSUM WALL BOARDGYPGYPSUMHBHOSE BIBHCHOLLOW COREHDRHEADERHMHOLLOW METALARCHITECTURAL ABBREVIATIONS07 92 00 JOINT SEALANTS1.ALL SEALANTS SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER’S WRITTEN INSTALLATION REQUIREMENTS INCLUDING JOINTPREPARATION, SURFACE PREPARATION, PRIMING REQUIREMENTS,APPLICATION INSTRUCTIONS, AND CURING TIME.2.ALL SEALANTS SHALL BE COMPATIBLE WITH THE SUBSTRATE TO WHICH IT ISAPPLIED AND TO ALL WATERPROOFING COMPONENTS.3.ADHESION RESULTS MAY VARY DEPENDING ON UNIQUE SUBSTRATES ANDSURFACE FINISH CONDITIONS. FIELD ADHESION TESTING IS RECOMMENDEDFOR OPTIMUM RESULTS.4.SEALANTS SHALL BE INSTALLED WITH A WIDTH TO DEPTH RATIO OF 2:1, ORAS INDICATED IN THE MANUFACTURER’S WRITTEN INSTALLATIONREQUIREMENTS.5.PROVIDE ADEQUATELY SIZED BACKER ROD TO CONTROL THE DEPTH OF THEJOINT AND TO PREVENT THREE-POINT BONDING. THE SIZE OF CLOSED CELLBACKER ROD SHALL BE APPROXIMATELY 1/8”LARGER IN DIAMETER THAN THEJOINT TO ALLOW FOR COMPRESSION.6.SEALANTS SHALL BE TOOLED IN ACCORDANCE WITH THE MANUFACTURER'SWRITTEN INSTALLATION REQURIEMENTS.7.ELASTOMERIC JOINT SEALANTSA.1.SHALL COMPLY WITH ASTM C920, TYPE S, GRADE NS, CLASS 50, USE NT,M, A, AND O.A.2.SHALL BE USED AS A WEATHER SEALING PRODUCT IN CONJUCTION WITHCOMMON SUBSTRATES, INCLUDING, BUT NOT LIMITED TO, THEFOLLOWING: CONCRETE, MASONRY, STONE, ALUMINUM, METAL, WOOD,FIBER CEMENT SIDING, VINYL, AND STUCCO.A.3.SHALL BE INSTALLED IN EXTERIOR APPLICATIONS INCLUDING, BUT NOTLIMITED TO, THE FOLLOWING: • EXPANSION JOINTS • EXTERIOR DOORJAMB PERIMETER AND THRESHOLD WINDOW FRAME SETTING &PERIMETER AT TRIM • • FIBER CEMENT SIDING AND TRIM JOINTS ASSPECIFIED BY THE MANUFACTURER • EXTERIOR JOINTS OF DISSIMILARMATERIALSA.4.ARCHITECT TO SELECT COLOR FROM MANUFACTURER’S STANDARDCOLORS.A.5.BOD: BASF, MASTER BUILDERS SOLUTIONS -MASTERSEAL NP150 09 90 00 PAINTING & COATING8.PREPARE ALL SUBSTRATES TO RECEIVE PAINT AND COATINGS INACCORDANCE WITH THE MANFUACTURER’S WRITTEN INSTALLATIONINSTRUCTIONS. ALL SURFACES SHALL BE FREE OF IMPERFECTIONS ANDPROPERLY CLEANED PRIOR TO PAINTING OR COATING APPLICATION.9.APPLICATION OF PAINTS AND COATINGS SHALL CONFORM THEMANUFACTUERE’S WRITTEN INSTALLATION INSTRUCTIONS, INCLUDING BUTNOT LIMITED TO, SURFACE PREPARATION; PRIMER AND COATINGQUANTITIES, THICKNESS AND SPECIFICATIONS; AND APPLICATIONREQUIREMENTS.10.ALL PRIMERS, PAINTS, AND / OR COATINGS APPLIED WITHIN AN INDIVIDUALSYSTEM AT EACH SUBSTRATE SHALL BE COMPATIBLE. SINGLE-SOURCEPRODUCTS FROM ONE MANUFACTURER FOR EACH INDIVIDUAL SYSTEM.11.IN EXISTING CONDITIONS, VERIFY THAT PREVIOUSLY COATED OR PAINTEDSUBSTRATES AND SURFACES DO NOT CONTAIN LEAD BASED PAINTS.NOTIFY OWNER AND ARCHITECT IMMEDIATELY IF LEAD BASED PAINTS AREENCOUNTERED BEFORE PROCEEDING WITH WORK.12.DO NOT APPLY PAINT OR COATING TO PRODUCTS AND MATERIALS PROVIDEDWITH FACTORY APPLIED FINISHES.13.EXTERIOR PAINTING SCHEDULE BASIS OF DESIGNA.1.FIBER CEMENT SIDINGa.a.1.PRIME COAT: SHERWIN WILLIAMS: LOXON CONCRETE AND MASONRYPRIMERa.a.2.INTERMEDIATE & TOP COATS: SHERWIN WILLIAMS: A-100 EXTERIORACRYLIC LATEX, SATINB.2.STUCCOa.a.1.PRIME COAT: SHERWIN WILLIAMS: LOXON CONCRETE AND MASONRYPRIMERa.3.INTERMEDIATE & TOP COATS: SHERWIN WILLIAMS: CONFLEX XL HIGHBUILD ACRYLIC COATING ELASTOMERIC COATING.B.4.CONCRETE MASONRY (CMU)a.4.1.PRIME COATS (2): SHERWIN WILLIAMS: LOXON ACRYLIC BLOCKSURFACERa.4.2.INTERMEDIATE & TOP COATS: SHERWIN WILLIAMS: CONFLEX XL HIGHBUILD ACRYLIC COATING ELASTOMERIC COATING. NOTE: INLOCATIONS WITH PREVIOUSLY COATED CONCRETE MASONRY, OMITTHE PRIME COATS AND PROVIDE ONE COAT OF LOXON ACRYLICCONDITIONER PRIOR TO APPLICATION OF THE INTERMEDIATE ANDTOP COATS.GENERAL1.THE DRAWINGS INDICATE THE GENERAL EXTENTOF WORK. THE DRAWINGS ARE NOT INTENDEDTO INDICATE OR DESCRIBE ALL WORK REQUIREDFOR THE FULL PERFORMANCE AND COMPLETIONOF THE REQUIREMENTS OF THE CONTRACTDOCUMENTS.2.THE ENUMERATION OF PARTICULAR ITEMS OFWORK IN ONE PORTION OF THE CONTRACTDOCUMENTS SHALL NOT BE CONSTRUED TOEXCLUDE OTHER ITEMS NECESSARY OR IMPLIEDTHEREFROM.3.ALL WORK NOTED “NOT IN CONTRACT”OR “NIC" ISPROVIDED FOR REFERENCE ONLY AND IS NOTINTENDED TO BE PART OF THE CONSTRUCTIONSCOPE OF WORK. OWNER1.THE OWNER SHALL SECURE AND PAY FORNECESSARY APPROVALS, EASEMENTS,ASSESSMENTS AND CHARGES REQUIRED FORCONSTRUCTION, USE OR OCCUPANCY OFPERMANENT STRUCTURES OR FOR PERMANENTCHANGES IN EXISTING FACILITIES.2.THE OWNER SHALL FURNISH SURVEYSDESCRIBING PHYSICAL CHARACTERISTICS,LEGAL LIMITATIONS AND UTILITY LOCATIONS FORTHE SITE OF THE PROJECT, AND A LEGALDESCRIPTION OF THE SITE. THE CONTRACTORSHALL BE ENTITLED TO RELY ON THE ACCURACYOF INFORMATION FURNISHED BY THE OWNERBUT SHALL EXERCISE PROPER PRECAUTIONSRELATING TO THE SAFE PERFORMANCE OF THEWORK.3.THE OWNER SHALL RETAIN A WATERPROOFINGCONSULTANT THROUGHOUT THE DURATION OFCONSTRUCTION. THE WATERPROOFINGCONSULTANT SHALL PERFORM REGULAR SITEVISITS TO OBSERVE INSTALLATION METHODSAND PROGRESS AT EACH PHASE OFWATERPROOFING WORK AND SHALL PROVIDE AWRITTEN REPORT OF THE CONDITIONSOBSERVED TO THE OWNER, ARCHITECT, ANDCONTRACTOR IN A TIMELY MANNER. IN ADDITIONTO THE ARCHITECT’S REVIEW, THEWATERPROOFING CONSULTANT SHALL ALSOREVIEW WATERPROOFING RELATEDSUBMITTALS. CONTRACTOR1.THE CONTRACTOR SHALL PERFORM ALL WORK INACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES AND REGULATORY AGENCIES ANDSHALL OBTAIN NECESSARY BUILDING AND FIREPERMITS FROM ALL AUTHORITIES HAVINGJURISDICTION.2.ALL WORK SHALL CONFORM TO APPLICABLEINDUSTRY AND MANUFACTURER'S PUBLISHEDSTANDARDS FOR QUALITY OF MATERIALS ANDWORKMANSHIP, AS WELL AS ALL REQUIREMENTSIN THESE DRAWINGS AND SPECIFICATIONS. ANYCONFLICTING REQUIREMENTS OF THE SOURCESLISTED ABOVE SHALL BE BROUGHT TO THEARCHITECT'S ATTENTION PRIOR TO PROCEEDINGWITH THE WORK.3.THE CONTRACTOR IS RESPONSIBLE FOR THECOORDINATION OF ALL PARTS OF THE WORK SOTHAT NO WORK SHALL BE LEFT IN ANUNFINISHED OR INCOMPLETE CONDITION.4.THE CONTRACTOR SHALL PLAN HIS/HER WORKTO PROVIDE ADEQUATE PROTECTION FORPERSONS AND PROPERTY AT ALL TIMES ANDEXECUTE THE WORK IN SUCH A MANNER TOAVOID ANY HAZARD TO PERSONS ANDPROPERTY AS NECESSARY.5.NFPA 241, STANDARD FOR SAFEGUARDINGCONSTRUCTION, AND ALTERATION OPERATIONSSHALL BE APPLIED.6.THE CONTRACTOR SHALL PROTECT ANYEXISTING, IN-PLACE, AND NEW WORK.7.ONCE ON SITE, THE CONTRACTOR SHALL VERIFYALL DIMENSIONS AND SHALL VERIFY ALL NEWAND EXISTING CONDITIONS SHOWN ON THESEDRAWINGS. THE CONTRACTOR SHALL NOTIFYTHE ARCHITECT IN WRITING OF ANY DIFFERINGCONDITIONS BEFORE COMMENCEMENT OFWORK.8.THE CONTRACTOR SHALL COORDINATE THEPHASING OF THE WORK TO BE PERFORMED INOR ABOUT EXISTING FACILITIES, IF APPLICABLE,WITH THE OWNER PRIOR TO START OF SUCHWORK.9.THE CONTRACTOR SHALL PAY FOR ANDCOORDINATE THE REMOVAL AND LEGALDISPOSAL OF MATERIALS AND RUBBISH.DRAWING CONVENTIONS1.DO NOT SCALE DRAWINGS; DIMENSIONSGOVERN. WHERE SPECIFIC DIMENSIONSCANNOT BE DETERMINED, CONSULT THEARCHITECT BEFORE PROCEEDING WITH THEWORK.2.ARCHITECTURAL DIMENSION SCHEME: UNLESSNOTED OTHERWISE, DIMENSIONS SHOWN ARETO: FACE OF SHEATHING (FOSH) AT EXTERIORSTUD • WALLS. • FACE OF METAL OR WOOD STUDAT INTERIOR STUD WALLS. • FACE OF MASONRYOR CONCRETE WALLS. • COLUMN GRID OR FOSHGRID REFERENCE.3.LARGE SCALE DETAILS GOVERN OVER SMALLSCALE DETAILS. THE CONTRACTOR SHALLNOTIFY THE ARCHITECT IN WRITING OF ANYDIFFERING CONDITIONS BEFORECOMMENCEMENT OF WORK.4.DETAILS NOT SHOWN ARE SIMILAR INCHARACTER TO THOSE DETAILED. WHERESPECIFIC DIMENSIONS, DETAILS OR DESIGNINTENT CANNOT BE DETERMINED, CONSULT THEARCHITECT BEFORE PROCEEDING WITH THEWORK.5.NOTES APPEAR ON VARIOUS SHEETS FORDIFFERENT SYSTEMS AND MATERIALS. SHEETSARE TO BE REVIEWED AND NOTES ON INDIVIDUALSHEETS SHALL BE APPLIED TO RELATEDDRAWINGS AND DETAILS.ENGINEERING1.ALL PRODUCTS AND MATERIALS SHALL COMPLYWITH THE REQUIREMENTS OF ALL APPLICABLECODES, ORDINANCES, AND REGULATORYAGENCIES AND SHALL BE INSTALLED INACCORDANCE WITH THE MANUFACTURER’SWRITTEN INSTALLATION REQUIREMENTS AND ASDETAILED IN THE DRAWINGS.2.PROVIDE A WEATHER-RESISTANT EXTERIORENVELOPE USING APPROVED WATERPROOFINGMATERIALS AND INSTALLATION METHODS. ALLPRODUCTS SHALL BE COMPATIBLE. SINGLESOURCE PRODUCTS AND SYSTEMS WHEREFEASIBLE.3.A FINISH OR FIRE-RATING INDICATED ON A WALL,FLOOR, CEILING, OR ROOF ASSEMBLY SHALLMEAN THE ENTIRE EXTENT OF THE ASSEMBLY ISTO BE FINISHED OR FIRE-RATED AS INDICATEDAND SHALL BE CONSTRUCTED AS DETAILED INTHE DRAWINGS.4.ALL DISSIMILAR METALS SHALL BE ISOLATEDFROM EACH OTHER TO AVOID GALVANICCORROSION.5.PROVIDE EXPANSION AND CONTROL JOINTS INALL WORK PER PRODUCT MANUFACTURER'SWRITTEN INSTALLATION REQUIREMENTS ORREFERENCED INDUSTRY STANDARD.6.FRAMING:A.REFER TO STRUCTURAL DRAWINGS FORFRAMING REQUIREMENTS.B.PROVIDE PRESSURE TREATED WOOD WHERE INCONTACT WITH CONCRETE OR MASONRY.C.PROVIDE FOAM SILL PLATE GASKET BETWEENSILL PLATES AND CONCRETE AT ALL EXTERIORWALLS.D.PROVIDE 2X6 WOOD STUDS AT PLUMBING WALLS.E.PROVIDE WOOD BLOCKING FOR WALL MOUNTEDOBJECTS AND EQUIPMENT, INCLUDING, BUT NOTLIMITED TO, WALL HUNG CABINETS, SHELVING,GRAB BARS, & TOILET ACCESSORIES.STRUCTURAL1.REFER TO STRUCTURAL DRAWINGS FORFOUNDATION AND FRAMING DETAILS.2.THE DESIGN OF PRE-ENGINEERED COMPONENTS(INCLUDING, BUT NOT LIMITED TO FLOOR ANDROOF TRUSSES, STEEL STAIRS,POST-TENSIONED CONCRETE SLABS, PRECASTCONCRETE, PRE-ENGINEERED METAL BUILDINGS,METAL CANOPIES AND MISCELLANEOUSALUMINUM STRUCTURES) SHALL BE DESIGNEDBY A DELEGATED ENGINEER LICENSED IN THESTATE WHERE THE PROJECT IS LOCATED. THECONTRACTOR SHALL SUBMIT SIGNED ANDSEALED SHOP DRAWINGS AND CALCULATIONSTO THE ARCHITECT AND STRUCTURAL ENGINEERFOR REVIEW. REFER TO NOTES ON THESTRUCTURAL DRAWINGS FOR ADDITIONALINFORMATION.3.DO NOT CUT INTO, REMOVE, OR ALTER ANYSTRUCTURAL MEMBER OR PORTION OF THEFLOOR SYSTEM UNLESS IT IS SPECIFICALLYNOTED OR SHOWN ON THE STRUCTURALDRAWINGS. MECHANICAL, PLUMBING, ELECRICAL& FIRE PROTECTION1.THE CONTRACTOR SHALL COORDINATE ALLMECHANICAL, PLUMBING, ELECTRICAL AND FIREPROTECTION WORK WITH THE ARCHITECTURALAND ENGINEERING DRAWINGS PRIOR TOINSTALLATION. ANY CONFLICTS SHALL BEBROUGHT TO THE ARCHITECT'S ATTENTIONPRIOR TO PROCEEDING WITH THE WORK.2.ALL WALL, FLOOR, CEILING, AND ROOFPENETRATIONS SHALL BE INSTALLED IN AMANNER THAT WILL PRESERVE THE MOISTURERESISTIVENESS, FIRE RATING, AND STRUCTURALINTEGRITY OF THE BUILDING.3.PROVIDE ACCESS PANELS AS REQUIRED BYAPPLICABLE CODES AND AS REQUIRED FORMECHANICAL EQUIPMENT AND PLUMBING WORK.ALL ACCESS PANELS SHALL BE CONCEALED, ANDLOCATIONS SHALL BE REVIEWED WITH THEARCHITECT PRIOR TO PROCEEDING.CHECKED BY:TT2 of 14OCT 20231023-0085PLOT DATE:10/11/2023ROOKS RESIDENCE
85 2ND ST W
ATLANTIC BEACH, FLBy Toni Gindlesperger at 11:12 am, Jan 29, 2024JOB COPYBy Zoning at 2:48 pm, Feb 08, 2024
PROPOSED SFH35' x50'1,750 SQ FTFFE 11.00BUILDING HEIGHT: 22'-0"BUILDING TOP EL(33.00)BUILDING TOP ABOVECROWN OF ROAD: 23'-6"POND 1630.67 CU FTDATE:N/ASCALE:PAGE NUMBERPROJECT No.C3SITE PLANDRAWN BY:RCJDESIGNED BY:RCJREV DESCRIPTION DATEBY
NUMBER SHEETSSITE PLANSCALE: 1" = 10'EX SEWERSERVICEPROJECT DESCRIPTIONA NEW SINGLE FAMILY HOME IS BEING BUILT AT 85 2NDST W. THE FOLLOWING PAGES ARE CONSTRUCTION PLANSFOR BUILDING OUT THE INTERIOR OF THE SINGLE FAMILYDWELLING SPACE WITH A BATHROOM AN OFFICE AND A2ND STORY WITHIN THE BUILDING WITH BEDROOM,KITCHEN AND LIVING ROOM.EX WATERSERVICE ANDBACKFLOWCHECKED BY:TT3 of 14WESNOCT 20231023-0085PLOT DATE:10/11/2023ROOKS RESIDENCE
85 2ND ST W
ATLANTIC BEACH, FL SEE CIVIL PLANS FOR DETAIL SITE LAYOUT01020SCALE: 1" = 10'By Toni Gindlesperger at 11:12 am, Jan 29, 2024JOB COPYBy Zoning at 2:49 pm, Feb 08, 2024
3068
3068 306828682868OFFICE9' CLG86 SQ FTBATH56 SQFT36" VANITY2"x6" STUD TIMBER STUD WALL2"x6" STUD TIMBER STUD WALLLIVING 19' CLG495 SQFT286828682868CLOSET9' CLG16 SQFT2030 S.H.3040 S.H.3040 S.H.3040 S.H.3040 S.H.3040 S.H.28682868 28683068 BARN DR2868 NEW MSTR BED9' CLG188 SQ FTCLOSETBATH80 SQFT36" VANITYPANTRYISLAND24" BASE CAB42" KNEE WALL24" BASE CABD/WKITCHENSHOWER12" UPPER CABLIVING 2364 SQ FT2"x6" STUD TIMBER STUD WALL
BALCONY2"x6" DECKING2030 S.H.3040 S.H.3040 S.H.
2030 D.H.2030 D.H.2030 D.H.DATE:N/ASCALE:PAGE NUMBERPROJECT No.F4FLOOR PLAN - 1st AND 2nd FLOORSDRAWN BY:RCJDESIGNED BY:RCJREV DESCRIPTION DATEBY
NUMBER SHEETSCHECKED BY:TT1023-00854 of 14FLOOR PLAN - 2ND FLOORSCALE: 38" = 1'-0"WESNFLOOR PLAN - 1ST FLOORSCALE: 38" = 1'-0"WESNOCT 2023PLOT DATE:10/11/2023ROOKS RESIDENCE
85 2ND ST W
ATLANTIC BEACH, FLFIRST FLOOR CONDITIONED SPACE SQ FT: 697 FT²SECOND FLOOR CONDITIONED SPACE SQ FT: 623 FT²TOTAL CONDITIONED SPACE SQ FT: 1,320 FT²By Toni Gindlesperger at 11:12 am, Jan 29, 2024JOB COPYBy Zoning at 2:49 pm, Feb 08, 2024
GFCI
GFCILIGHT FIXTURE / EXHAUST FANGFCIWALL MOUNTED LIGHT FIXTURE(2) 110V OUTLETSSINGLE POLE SWITCH(2) 110V WATERPROOF GFCI OUTLETS (INTERIOR)(1) 220V DISCONNECTLEGENDTHREE WAY SWITCH3PRE-WIRE AND BRACE FOR CEILING FANWP/GFCI(2) 110V WATERPROOF GFCI OUTLETS (EXTERIOR)SMOKE/CARBON MONOXIDE DETECTOROPTIONAL FLOOD LIGHTPENDANT LIGHTING1'X4' FLOURESCENT LIGHTCEILING MOUNTED LIGHT FIXTURERECESSED LIGHT FIXTURENOTES:1.ELECTRICAL LAYOUT MUST MEET STATE AND LOCALCODES. ELECTRICIAN TO VERIFY.2.ALL FIXTURES TO BE CFL OR LED.3.ALL OUTLETS THAT ARE NOT GFI TO BE AFCI PROTECTED.CABLE OUTLETPHONE OUTLET150 WATT LED HIGH BAY UFO CORVUS II SERIES LIGHTS100 WATT LED HIGH BAY UFO CORVUS II SERIES LIGHTSELECTRICAL NOTE:E3902.12 ARC-FAULT CIRCUIT-INTERUPTER PROTECTION. ALL BRANCHCIRCUITS THAT SUPPLY 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPEREOUTLETS INSTALLED IN FAMILY ROOM, DINING ROOMS, LIVING ROOMS,PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATIONROOMS, CLOSETS, HALLWAYS AND SIMILAR ROOMS OR AREAS SHALL BEPROTECTED BY A COMBINATION TYPE ARC-FAULT CIRCUIT INTERRUPTERINSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT.ELECTRICAL NOTE:RECEPTACLE OUTLETS SHALL BE LOCATED NOT MORE THAN 20" ABOVE THECOUNTERTOP. RECEPTACLE OUTLETS ASSEMBLIES INSTALLED IN COUNTERTOPSSHALL BE LISTED FOR THE APPLICATION. RECEPTACLE OUTLETS SHALL NOT VEINSTALLED IN A FACE-UP POSITION ON THE WORK SURFACES OR COUNTERTOPS.RECEPTACLE OUTLETS RENDERED NOT READILY ACCESSIVLE BY APPLIANCESFASTENED IN PLACE, APPLIANCE GARAGES, SINKS OR RANGE TOPS AS ADDRESSED INTHE EXCEPTION TO SECTION E3901.4.1, OR APPLIANCES OCCUPYING DEDICATEDSPACE SHALL NOT BE CONSIDERED AS THESE REQUIRED OUTLETS.DATE:N/ASCALE:PAGE NUMBERPROJECT No.REFLECTED CEILING PLANDRAWN BY:RCJDESIGNED BY:RCJREV DESCRIPTION DATEBY
NUMBER SHEETSCHECKED BY:TT5 of 14OCT 20231023-0085PLOT DATE:10/11/2023ROOKS RESIDENCE
85 2ND ST W
ATLANTIC BEACH, FLELECTRICAL PLAN - 2ND FLOORSCALE: 38" = 1'-0"ELECTRICAL PLAN - 1ST FLOORSCALE: 38" = 1'-0"F5By Toni Gindlesperger at 11:12 am, Jan 29, 2024JOB COPYBy Zoning at 2:49 pm, Feb 08, 2024
SEE CIVIL PLANS FORCONTINUATION OF WATERAND SEWER SERVICE3" PVC SEWER DRAIN1 12" PVC SEWER DRAIN2" PVC SEWER DRAINVENT STACK3" 90° BEND12" PVC CW12" PVC CW3/4" PVC CWINSTA WH34" PVC CWWITH 90° BEND12" PVC HW EXTENDED FROM INSTA WH12" PVC CWSEE CIVIL PLANS FORCONTINUATION OF WATERAND SEWER SERVICE1 12" PVC SEWER DRAIN2" PVC SEWER DRAIN12" PVC CWINSTA WH3/4" PVC CW12" PVC CW12" PVC CW12" PVC CW12" PVC HW3" PVC SEWER DRAIN3" PVC SEWER DRAIN12" HOSE BIBFLOOR CLEAN OUT DETAILVENT THROUGH ROOF - SLOPEDNONFREEZE WALL HYDRANT BOX DETAILFLOOR DRAIN TRAP PRIMER DETAILINSTA. WATER HEATER DETAILHOSE BID DETAILDATE:N/ASCALE:PAGE NUMBERPROJECT No.CEILING COVERINGSDRAWN BY:RCJDESIGNED BY:RCJREV DESCRIPTION DATEBY
NUMBER SHEETSCHECKED BY:TT6 of 14OCT 20231023-0085PLOT DATE:10/11/2023ROOKS RESIDENCE
85 2ND ST W
ATLANTIC BEACH, FLPLUMBING PLAN - 1ST FLOORSCALE: 38" = 1'-0"PLUMBING PLAN - 2ND FLOORSCALE: 38" = 1'PLUMBING NOTE:1.ALL PRESSURIZED STUBS SHALL TERMINATE WITH 14 TURNSHUTOFF VALVES AND THREADED PLUGS2.ALL SEWER STUBS SHALL BE CAPPED3.ALL STUBS FOR SINKS TOILETS AND ICE MACHINE SHALL BE 12"P6By Toni Gindlesperger at 11:12 am, Jan 29, 2024JOB COPYBy Zoning at 2:49 pm, Feb 08, 2024
GARAGE DOORLIVING ROOMMASTERKITCHENROOF EDGE (22'-21116")SECOND FLOOR CEILING JOIST (19'-778")FFE (0'-0") (ELEVATION 11'-0")ROOF RIDGE (23'-8316")METAL SIDEWALL SHEETING ABUTTINGWOODEN FRAMING MEMBERCLEARANCE TO ROOFSTRUCTURE (1916")METAL FRAMING MEMBERRAILING HEIGHT 42.0"SECOND FLOORFLOOR JOIST (9'-1178")FIRST FLOORFINISHED CEILING (9'-0")SECOND FLOORFINISHED CEILING (18'-1178")LIVING ROOMMASTER & KITCHENOFFICEENTRYROOF EDGE (22'-21116")SECOND FLOOR CEILING JOIST (19'-778")SECOND FLOORFLOOR JOIST (9'-1178")FFE (0'-0") (ELEVATION 11'-0")ROOF RIDGE (23'-8316")METAL FRAMING MEMBERSTAIRS BEHIND SHEET ROCKSTAIRS WITH RAILINGMETAL FRAMING MEMBERMETAL ROOF STRUCTURELOWER EDGE (19'-1112")FIRST FLOORFINISHED CEILING (9'-0")SECOND FLOORFINISHED CEILING (18'-1178")DATE:N/ASCALE:PAGE NUMBERPROJECT No.C7ELEVATION VIEWSDRAWN BY:RCJDESIGNED BY:RCJREV DESCRIPTION DATEBY
NUMBER SHEETSCHECKED BY:TT1023-00857 of 14NORTH ELEVATION VIEWSCALE: 38" = 1'-0"OCT 2023PLOT DATE:10/11/2023ROOKS RESIDENCE
85 2ND ST W
ATLANTIC BEACH, FLWEST ELEVATION VIEWSCALE: 38" = 1'-0"By Toni Gindlesperger at 11:12 am, Jan 29, 2024JOB COPYBy Zoning at 2:49 pm, Feb 08, 2024
DATE:N/ASCALE:PAGE NUMBERPROJECT No.C8WALL COVERINGSDRAWN BY:RCJDESIGNED BY:RCJREV DESCRIPTION DATEBY
NUMBER SHEETSCHECKED BY:TT1023-00858 of 14FLOOR PLAN - 2ND FLOORSCALE: 38" = 1'-0"WESNFLOOR PLAN - 1ST FLOORSCALE: 38" = 1'-0"WESNOCT 2023PLOT DATE:10/11/2023ROOKS RESIDENCE
85 2ND ST W
ATLANTIC BEACH, FL 1ST FLOOR BATHROOM5/8" MOISTURE RESISTANTGYPSUM BOARD WALLS PAINTEDBUILDER GRADE BASEBUILDER GRADE DOOR TRIMLVP FLOOR COVERING INCOMPLIANCE WITH FBC 1210.2.1WALL COVERING & FLOORING LEGEND= ROOMS= BATHROOM1ST FLOOR LIVING ROOMPAINTED 5/8" GYPSUM BOARD WALLSBUILDER GRADE BASEBUILDER GRADE DOOR TRIMLVP FLOOR COVERING1ST OFFICEPAINTED 5/8" GYPSUM BOARD WALLSBUILDER GRADE BASEBUILDER GRADE DOOR TRIMLVP FLOOR COVERING2ND FLOOR BATHROOM5/8" MOISTURE RESISTANTGYPSUM BOARD WALLS PAINTEDBUILDER GRADE BASEBUILDER GRADE DOOR TRIMLVP FLOOR COVERING INCOMPLIANCE WITH FBC 1210.2.12ND FLOOR KITCHENPAINTED 5/8" GYPSUM BOARD WALLSBUILDER GRADE BASEBUILDER GRADE DOOR TRIMLVP FLOOR COVERING2ND FLOOR BEDROOMPAINTED 5/8" GYPSUM BOARD WALLSBUILDER GRADE BASEBUILDER GRADE DOOR TRIMLVP FLOOR COVERINGPARTITION GENERAL NOTES1.PARTITION TYPES DESCRIBE GENERAL REQUIREMENTS FOR INTERIOR PARTITIONS. REFER TO THE MANFCTRS SPECIFICATIONS AND REQUIREMENTS OF APPLICABLE TESTINGAGENCIES FOR SPECIFICS OF PARTITION CONSTRUCTION.2.PARTITIONS ARE DIMENSIONED TO THE FACE OF METAL OR WOOD STUD AT INTERIOR STUD WALLS.2.1.DIMENSION MARKED "CLEAR" ARE MINIMUM BETWEEN FINISHED SURFACES2.2.WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO FACE OF PARTITION FINISH3.METAL STUD DESIGN CRITERIA:3.1.ALL INTERIOR NON LOAD BEARING METAL STUDS SHALL BE 25 GAUGE MIN, UNLESS NOTED OTHERWISE AND SHALL BE DESIGNED TO PROVIDE 5 PSF MIN APPLIED LATERALLOAD AND L/240 DEFLECTION.3.2.METAL STUD GAUGE MAY VARY DEPENDING ON THE MANFCTRS OF COMPONENTS ACTUALLY USED.4.GYPSUM BOARD NOTES:4.1.PROVIDE 58" GYPSUM BOARD, UNLESS NOTED OTHERWISE4.2.PROVIDE WATER RESISTANT TYPE GYPSUM BOARD AT AREAS THAT ARE NOTED IN ROOM FINISH SCHEDULE TO RECEIVE CERAMIC OR PORCELAIN TILE FINISH.4.3.THE BOTTOM OF THE GYPSUM BOARD AT THE INTERIOR PARTITIONS SHALL BE HELD UP 14" MIN.ABOVE FINISHED FLOOR4.4.PARTITIONS THAT ARE REQUIRED TO EXTEND TO THE DECK ABOVE SHALL HAVE THE GYPSUM BOARD CUT TO FIT WITHIN A 14" MAX TOLERANCE TO THE SHAPE OF THE DECKABOVE.4.5.GYPSUM BOARDS SHALL BE CUT SO THAT THE CLEARANCE BETWEEN METALLIC ELECTRICAL OUTLET BOXES AND THE GYPSUM BOARD DOES NOT EXCEED 18"5.FIRE-RESISTANCE RATING NOTES:5.1.CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE MOST CURRENT EDITION OF THE GYPSUM ASSOCIATION GA-600 FIRE RESISTANCE DESIGN MANUAL AND THEMOST CURRENT EDITIONS OF THE UL FIRE RESISTANCE DIRECTORY. NOTE: TEST NUMBERS MAY VARY DEPENDING ON THE MANFCTR OF COMPONENTS ACTUALLY USED.5.2.ALL FIRE RATED AND SMOKE RATED PARTITIONS MUST EXTEND AND SEAL TO THE DECK ABOVE.5.3.PROVIDE 58" TYPE X GYPSUM BOARD AT FIRE-RESISTANCE RATED PARTITIONS, UNLESS NOTED OTHERWISE.5.4.PENETRATIONS IN RATED PARTITIONS AND CONNECTIONS OF THE PARTITIONS TO OTHER PARTITIONS OF THE WORKS SHALL BE FIRE STOPPED IN ACCORDANCE WITH FIRESTOP MNFCTRS DETAILS AND IN COMPLIANCE WITH APPLICABLE TESTING AGENCY REQUIREMENTS.5.5.REFER TO THE FLOOR PLANS FOR EXTENT OF FIRE-RESISTANCE RATED WALLS.5.6.INSTALLATION OF GYPSUM BOARD, BACKER BOARD AND BASE BOARD SHALL CONFORM TO REQUIREMENTS FOR FIRE RATING AND ACOUSTICAL RATING.6.INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT/MOUNTING OF WALL HUNG ITEMS OR EQUIPMENT DESCRIBED IN THE DOCUMENTS.By Toni Gindlesperger at 11:12 am, Jan 29, 2024JOB COPYBy Zoning at 2:49 pm, Feb 08, 2024
FOUNDATIONS1.NO SOILS REPORT HAS BEEN PERFORMED (AT OWNERS OPTION AND RISK)ENGINEER HAS ASSUMED 1500 PSF SOIL BEARING STRENGTH FOR PURPOSESOF FOUNDATION AND STRUCTURAL DESIGN IN ACCORDANCE WITH FBC 2017SECTION 18062 'PRESUMPTIVE LOAD-BEARING' VALUES IT IS THECONTRACTORS FULL RESPONSIBILITY TO PERFORM EARTHWORK ANDADDITIONAL SOIL TESTS AS REQUIRED TO ENSURE THAT THE SUBSURFACESOIL CONDITIONS ARE ADEQUATE TO PROVIDE THE MINIMUM ASSUMEDBEARING SOIL STRENGTH STATED ABOVE ENGINEER ASSUMES NO LIABILITYFOR VARYING SUBSURFACE CONDITIONS AND THEIR RESULTING IMPACT ORDETRIMENT TO BUDGET, STRUCTURE, OR DRAINAGE2.DEWATER, AS REQUIRED, SUCH THAT THE EXCAVATIONS ARE DRY AT THETIME OF CONCRETE PLACEMENTREINFORCING STEEL1.CRSI AND ACI STANDARDS APPLY2.ALL DEFORMED BARS SHALL CONFORM TO ASTM A615, GRADE 603.ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1854.SUBMIT FOR REVIEW SHOP DRAWINGS OF REINFORCING STEEL DETAILS PRIORTO FABRICATING REINFORCING STEEL5.LAP ALL WELDED WIRE FABRIC A MINIMUM DISTANCE OF ONE CROSS WIRESPACING PLUS TWO INCHES6.ALL REINFORCING STEEL SHALL BE SUPPORTED ON STANDARD ACCESSORIES,HELD RIGIDLY AND ACCURATELY IN PLACE, AND PROTECTED AGAINSTDISPLACEMENT BEFORE AND DURING PLACEMENT OF CONCRETE7.REINFORCEMENT CHAIR LEGS THAT REST ON CONCRETE SURFACES THAT WILLBE EXPOSED IN THE FINISHED STRUCTURE SHALL BE FABRICATED OFSTAINLESS STEEL OR SHALL BE PLASTIC COATED8.WHERE SPLICE LENGTHS ARE NOT SPECIFIED, USE 50 BAR DIAMETERSSTRUCTURAL STEEL1.ALL STEEL BEAMS (W-SHAPES) SHALL BE ASTM A992 GRADE 50, ALL OTHERHOT ROLLED SECTIONS AND PLATE SHALL BE ASTM A36 UNLESS OTHERWISENOTED2.ALL TUBE SECTIONS SHALL BE ASTM A500 GRADE B3.ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISCSPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OFSTRUCTURAL STEEL FOR BUILDINGS4.SHOP CONNECTIONS SHALL BE WELDED5.FIELD CONNECTIONS SHALL BE WELDED OR BOLTED USING ASTM A325 HIGHSTRENGTH BOLTS (A325-N) USE E70XX ELECTRODES FOR ALL WELDING6.PROVIDE ONE SHOP COAT PRIMER ON ALL STEEL EXCEPT FOR HOT DIPPEDGALVANIZED ITEMS7.TEMPORARY BRACING & SHORING OF STRUCTURAL STEEL ELEMENTS IS THERESPONSIBILITY OF THE CONTRACTOR8.ANCHOR BOLTS SHALL BE ASTM F1554 A36 HEADED9.ALL WELD OPERATORS SHALL BE AWS QUALIFIED10.FRAMING CONNECTIONS NOT DETAILED SHALL BE DESIGNED FOR THE ENDREACTION SHOWN ON THE PLAN IF NO REACTION IS PROVIDED, DESIGN FOR1/2 THE UNIFORM LOAD CONSTANT PER PART 2 OF THE AISC MANUAL FORSTEEL CONSTRUCTION CONNECTIONS AT TUBES SHALL COMPLY WITH THEREQUIREMENTS OF AISC HOLLOW STRUCTURAL SECTIONS CONNECTIONSMANUAL THE DESIGNS SHALL BE SIGNED AND SEALED BY A REGISTEREDPROFESSIONAL ENGINEER IN THE STATE OF FLORIDA, AND SUBMITTED FORREVIEW AND APPROVAL PRIOR TO FABRICATION11.ALL ANGLES, BARS, ANCHOR BOLTS, ETC EMBEDDED IN CONCRETE OREXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED AFTERFABRICATION12.HEADED STUDS SHALL BE TYPE B AND CONFORM TO AWS D1 1 & ASTM A108SPECIFICATIONSGENERAL1.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONSRELATING TO EXISTING CONSTRUCTION BY MAKING FIELDMEASUREMENTS PRIOR TO COMMENCING WORK2.CONTRACTOR SHALL PROTECT EXISTING STRUCTURES ANDUTILITIES FROM DAMAGE3.TEMPORARY SHORING & BRACING FOR CONSTRUCTION IS THERESPONSIBILITY OF THE CONTRACTOR4.ALL EXCAVATED MATERIAL & CONSTRUCTION DEBRIS SHALL BEREMOVED FROM SITE & DISPOSED OF BY THE CONTRACTORCODEFLORIDA BUILDING CODE, 2020, 7th EDITIONDESIGN LOADS1.FLOOR LIVE LOAD 125 PSF2.STAIRS 100 PSF3.ALL HANDRAIL AND GUARDRAIL SYSTEMS SHALL BE DESIGNED TORESIST A LINE LOAD OF 50 POUNDS PER LINEAR FOOT (PER FBC 1607 81) OR A 200 POUND CONCENTRATED LOAD (PER FBC 1607 8 1 1) APPLIEDIN ANY DIRECTION AT THE TOP BOTH LOADING CONDITIONS SHALL BEANALYZED AND THE SYSTEM SHALL BE DESIGNED FOR THE MORESTRINGENT LOAD CASE INTERMEDIATE RAILS, BALUSTERS, AND PANELFILLERS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 50PER FBC 1607 8 1 24.WIND LOADS PER ASCE 7-16 EDITION 130 MPHa) 'ULTIMATE' WIND SPEED 130 MPHc) RISK CATEGORY IId) EXPOSURE CATEGORY Be) INTERNAL PRESSURE COEFFICIENT ±0.18 (ENCLOSED)NOTE: NEW STRUCTURE IS NOT CONNECTED TO THE PROPOSED METALBUILDING, THEREFORE NO LATERAL OR UPLIFT WIND LAODS ARE IMPOSEDON THE STRUCTURECONCRETE1.THE LATEST EDITION OF THE FOLLOWING ACI STANDARDS APPLY:ACI 318 (CODE)ACI 304 (PLACING) ACI 306 (WINTER CONCRETING)ACI 315 (DETAILING) ACI 305 (HOT WEATHER CONCRETING)ACI 347 (FORM WORK) ACI 211 1 (MIX COMPRESIVE)ACI 301 (SPECIFICATIONS)2.THE REQUIRED CONCRETE STRENGTH BASED ON AN AGE OF 28 DAYS FOR ELEMENTSIN THE STRUCTURE SHALL NOT BE LESS THAN: a ) 3000 PSI NORMAL WEIGHT FORFOUNDATIONS3.A CONCRETE MIX DESIGN FOR EACH STRENGTH AND AGGREGATE TYPE OR COARSEAGGREGATE SIZE SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL 15 DAYSPRIOR TO PLACING ANY CONCRETE4.MIX PROPORTIONS AND DESIGN: PROPORTION MIXES COMPLYING WITH MIX DESIGNPROCEDURES SPECIFIED IN ACI 3014.1.LIMIT GROUND GRANULATED BLAST FURNACE SLAG (ASTM C989) TO NOT EXCEED50% OF CONTENT BY WEIGHT4.2.LIMIT USE OF FLY ASH (ASTM C618 TYPE C OR F) TO NOT EXCEED 25% OFPORTLAND CEMENT (ASTM C150 TYPE 1 OR 2) CONTENT BY WEIGHT DO NOT USEFLYASH IN CONJUNCTION WITH BLAST FURNACE SLAG4.3.DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWINGPROPERTIES:4.3.1.WATER-CEMENT RATIO: 0 50 MAX4.3.2.AIR ENTRAINMENT (ASTM C 260): 6% +/- 1%4.4.SLUMP LIMITS: PROPORTION AND DESIGN MIXES TO RESULT IN CONCRETE SLUMPAT POINT OF PLACEMENT AS FOLLOWS:4.4.1.RAMPS AND SLOPING SURFACES; NOT MORE THAN 3 INCHES4.4.2.OTHER CONCRETE: 4 INCHES +/- 1"4.4.3.CONCRETE CONTAINING HRWR ADMIXTURE: NOT MORE THAN 8" AFTERADDITION OF HRWR TO PLANT VERIFIED 2-4" SLUMP CONCRETE4.5.FINE & COURSE AGGREGATES SHALL BE PER ASTM C335.SITE ADDED WATER IS PERMITTED WITHIN THE 1ST 15 MINUTES THAT THE TRUCKARRIVES ON THE JOB SITE PROVIDED THAT THE WATER CEMENT RATIO AND THESLUMP LIMITS ARE NOT EXCEEDED, HOWEVER NOT MORE THAN ONE GALLON OFWATER PER CUBIC YARD OF CONCRETE MAY BE USED TO ADJUST THE MIX AT THEJOBSITE6.CONSOLIDATE ALL CONCRETE, OTHER THAN SLAB ON GRADE USING MECHANICALVIBRATING EQUIPMENT7.DO NOT PLACE CONCRETE DURING RAIN OR IF RAIN IS LIKELY TO OCCUR PRIOR TOCONCRETE HARDENING8.THE CONTRACTOR SHALL ENGAGE A TESTING AGENCY ACCEPTABLE TO THEARCHITECT TO PERFORM FOR EACH 50 CUBIC YARDS OR EACH DAYS POUR OF EACHTYPE OF CONCRETE8.1.SLUMP TEST (ASTM C143)8.2.AN AIR ENTRAINMENT TEST (ASTM C173)8.3.COMPRESSIVE STRENGTH TESTS (ASTM C39) PROVIDE ONE SET OF 4 CYLINDERSPECIMENS PER ASTM C31 ONE SPECIMEN IS TO BE TESTED AT SEVENDAYS,TWO SPECIMENS AT 28 DAYS, AND ONE SPECIMEN RETAINED IF LATERTESTING IS REQUIRED SUBMIT COPIES OF TEST RESULTS TO THE ARCHITECT9.EPOXY ADHESIVE FOR FASTENING BOLTS, REBAR, OR DOWELS IN CONCRETE SHALLBE HILTI RE500ROUGH CARPENTRY1.SEE DRAWINGS FOR FLOOR SHEATHING2.ALL SAWN LUMBER SHALL BE VISUALLY GRADED SOUTHERN PINE @ 19% MAX MOISTURECONTENT AND THE FOLLOWING MINIMUM GRADES BELOW, 2x4 RAILS FOR STAIRS-No 22x2 PICKETS FOR STAIRS-No 1 4x4 GUARDRAIL POSTS AT STAIRS-No 2 2x6 FLOORJOISTS-No 1 2x6 WALL STUDS - No 2 6x6 COLUMNS-No 1 2x8 HEADERS-No 2 2x12 FLOORJOISTS-No 13.PROVIDE GALVANIZED LIGHT GAUGE METAL FASTENERS INDICATED SECURE ALLFASTENERS PER FASTENING SCHEDULE PUBLISHED IN THE SIMPSON STRONGTIECATALOGUE FOR THE MAXIMUM CAPACITY SIMPSON STRONGTIE PRODUCTS ARESPECIFICALLY REQ'D TO MEET THE STRUCTURAL CALCULATIONS OF THE PLANSBEFORE SUBMITTING ANOTHER BRAND FOR ENGINEER OF RECORD TO REVIEW CONFIRMLOAD CAPACITY BASED ON RELIABLE PUBLISHED TESTING DATA OR CALCS ENGINEEROF RECORD SHALL EVALUATE & GIVE WRITTEN APPROVAL FOR SUBSTITUTIONS PRIORTO INSTALLATION4.LAMINATED VENEER LUMBER MANUFACTURED BY LAMINATING SOUTHERN PINE ORDOUGLAS FIR WOOD VENEERS IN A CONTINUOUS PRESS USING AN EXTERIOR-TYPEADHESIVE COMPLYING WITH ASTM D 2559 TO PRODUCE MEMBERS WITH GRAIN OFVENEERS PARALLEL WITH THEIR LENGTHS AND HAVING ALLOWABLE DESIGN STRESSEQUAL TO GREATER THAN THE PRODUCT SPECIFIED ON THE PLANS SUBMITMANUFACTURES DATA FOR SUBSTITUTIONS5.INSTALL ROUGH CARPENTRY WORK TO COMPLY WITH N F PA 11 "MANUAL FOR WOODFRAME CONSTRUCTION," FORM E30 - "APA DESIGN/CONSTRUCTION GUIDE -RESIDENTIAL& COMMERCIAL," AND THE RECOMMENDATIONS OF ENGINEERED WOOD PRODUCTSMANUFACTURER USE PRESSURE TREATED LUMBER WITH WATER BORNE PRESERVATIVES6.ALL PRESSURE TREATED WOOD SHALL BE PRESERVATIVELY TREATED WITH 0 25 ACQPRESERVATIVES TO COMPLY WITH AWPA C2 FOR ALL MEMBERS IN CONTACT WITHMASONRY OR CONCRETE, EXPOSED FRAMING, AND ALL CURBS AND BLOCKING USED INCONNECTION ROOFING AND WATERPROOFING7.PROVIDE CONTINUOUS WOOD FRAMING MEMBERS OF SIZE AND SPACING INDICATED DONOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS8.LVL REQUIRED MATERIAL STRENGTHS:8.1.Fb=2900psi8.2.Fcperp=750psi8.3.Fv=285psi8.4.E=2000ksiSUBMITTALS REQUIRED PRIOR TO COMMENCING CONSTRUCTION:1.BELOW IS A LIST OF SHOP DRAWINGS THE CONTRACTOR OR THE OWNER SHALL SUBMITPRIOR TO FABRICATION & ERECTION: 1) CONCRETE MIX DESIGN FOR FOUNDATIONS2.STEEL REINFORCEMENT LAYOUT DRAWINGS FOR CONCRETE FOUNDATIONS3.SHOP DRAWINGS & CALCULATIONS FOR STEEL HANDRAILS/GUARDRAILS (INCLUDING POSTCONNECTIONS AT THE MEZZANINE FLOOR) SHALL BE DESIGNED IN ACCORDANCE WITHSPECIFIED LOADS ON THIS SHEET AND SIGNED & SEALED BY A PROFESSIONAL ENGINEERREGISTER IN THE STATE OF FLORIDA4.TESTING LAB RESULTS FOR CONCRETE COMPRESSIVE STRENGTHLIGHT GAUGE METAL FASTENER SCHEDULESCALE: NTSS1.01DATE:N/ASCALE:PAGE NUMBERPROJECT No.STRUCTURAL - GEN NOTESDRAWN BY:RCJDESIGNED BY:RCJREV DESCRIPTION DATEBY
NUMBER SHEETSCHECKED BY:TT9 of 14OCT 20231023-0085PLOT DATE:10/11/2023ROOKS RESIDENCE
85 2ND ST W
ATLANTIC BEACH, FLS1By Toni Gindlesperger at 11:12 am, Jan 29, 2024JOB COPYBy Zoning at 2:49 pm, Feb 08, 2024
4"x4" SYP GUARDRAILPOST AT 48" O.C.(MAX)2"x2" SYP INTERMEDIATERAIL AT 5" O.C. SECURE TOT & B RAILS WITH (1) -6gx3 12"H.D.G. WOODSCREW(COUNTERSUNK)2"x8" SYP TOP RAIL. SECURE TOEA. POST WITH (4)-6gx3 12" H.D.G.WOOD SCREWS AT 2" GAGEAND SPACING (COUNTERSUNK)SEE PLANSFOR TREADSSEE PLANS FORSTRINGERS(TYP)2"x4" SYP T & B RAILSSECURE TO EA. GUARDRAILPOST (BEYOND) RAILS WITH(2) -6Gx3 12" H.D.G. WOODSCREW(COUNTERSUNK).(TYP)STAIR GUARDRAIL & HANDRAILSCALE: NTSS1.12SEE 4/S1.1 FOR POST TOSTRINGERCONNECTION(TYP)GUARDRAIL POST DETAIL AT STAIR STRINGERSSCALE: NTSS1.24"x4" SYP GUARDRAIL POSTSEE PLANS FOR STINGERSAND TREAD DIMSSEE DETAIL 3/S1.1FOR BOTTOM RAIL DETAIL(2) - 2"x12" SUPPORT BEAM.LOCATE BEHIND 1"x8" TRIM ANDSECURE TO 4"x4" PAST AT EA. ENDWITH HUC212-2 SIMPSON HANGERSECURE EA. STRINGER TOSUPPORT BEAM WITH(1)HUC212-2 SIMPSON HANGERSECURE GUARDRAIL POSTS TO STRINGER WITH(2) -5/8" H.D.G. A307 BOLTS PROVIDE H.D.G. 'HEX'NUT AND H.D.G. 'ROUND PLATE WASHERS'.PLACE WASHER BELOW BOLT HEAD AND NUT.LOCATE NUT ON INSIDE FACE OF STRINGER.2STRINGER CONNECTION AT FOOTINGSCALE: NTS2S1.3FFE(SEE CIVIL PLANS) 0'-0"(SLAB)SECURE EA. STRINGER TO THESLABE W/ (2) HGMAM10KTA SIMPSONCLIPS, ONE EA. SIDE OF STRINGERUSE 14" x 1 12" SDS SCREWS TOSTRINGERS & 14" x 1 34" TITEN 2ANCHORS TO CONCRETE4"x4" SYP GUARDRAIL POSTSEE PLANS FOR STINGERSAND TREAD DIMS5 14" x 11 78" 2.0E MICROLLAM LVL5 14" x 11 78" 2.0E MICROLLAM LVL5 14" x 11 78" 2.0E MICROLLAM LVL5 14" x 11 78" 2.0E MICROLLAM LVL5 14" x 11 78" 2.0E MICROLLAM LVL
5 14" x 11 78" 2.0E MICROLLAM LVL
5 14" x 11 78" 2.0E MICROLLAM LVL 6"x6" COLUMN(TYP)6"x6" COLUMN(TYP)6"x6" COLUMN(TYP)6"x6" COLUMN(TYP)6"x6" COLUMN(TYP)6"x6" COLUMN(TYP)6"x6" COLUMN(TYP)6"x6" COLUMN(TYP)6"x6" COLUMN(TYP)6"x6" COLUMN(TYP)6"x6" COLUMN(TYP)6"x6" COLUMN(TYP)6"x6" COLUMN(TYP)6"x6" COLUMN(TYP)5 14" x 11 78" 2.0E MICROLLAM LVLNEW WOOD STAIRS:1.PROVIDE (2)-2x12 No.1 SYP STRINGERS ON EA.SIDE & AT CENTER OF STAIR. SECURE PLIESTOGETHER PER DETAIL 1/S1.2.2.PROVIDE 18 RISERS AT 634"=11'-0" RISE3.PROVIDE 17 TREADS AT 11"=18'-4" RUN4.TREADS SHALL BE (2)-2x6 WITH 14" GAPBETWEEN. NOSING SHALL BE 14".5.RISERS SHALL BE 1x8 TRIMMED AS REQ'D6.PROVIDE 4x4 GUARDRAIL POSTS AT 48"oc(MAX)EA. SIDE OF STAIR.PROVIDE (2)-2x12 SUPPORT BEAMS ATTHIRD POINTS WITH 4x4 COLUMNS ATEA. END. PROVIDE ABU44Z SIMPSONBASE AT BOTTOM OF EA. 4x4 ANDSECURE TO SLAB WITH 58"x3" A36THREADED(1)- ROD & HILTI RE500 EPOXY. ALIGNOUTSIDE FACE OF 4x4 COLUMNS WITHOUTSIDE FACE OF STRINGERS.5 14" x 11 78" 2.0E MICROLLAM LVL5 14" x 11 78" 2.0E MICROLLAM LVLNo. 1 J12, 16" O.C.(TYP)(SEE TRIM JOIST DETAILS)No. 1 J12, 16" O.C.(TYP)(SEE TRIM JOIST DETAILS)PROVIDE APA RATED 34" SINGLE FL00R T&G PANELSWITH SPAN RATING-24"oc GLUE & NAIL PANELS T0FRAMING & SECURE WITH 10d RINGSHANK NAILS @6" O.C. @ ALL EDGES & @ 12" O.C. @ INTERMEDIATESUPPORTS. PLACE ALL SHEETS WITH LONGDIMENSION PERPENDICULAR TO SUPPORTS.(FL00R EL. 11'-3/4")6"x6" COLUMN(TYP)6"x6" COLUMN(TYP)NOTE:NOTCH FLOOR AROUND ALL EXISTING COLUMNS (TYP)GARAGE DOOR ROLL UP
DATE:N/ASCALE:PAGE NUMBERPROJECT No.FRAMING PLANDRAWN BY:RCJDESIGNED BY:RCJREV DESCRIPTION DATEBY
NUMBER SHEETSCHECKED BY:TT10 of 14OCT 20231023-0085PLOT DATE:10/11/2023ROOKS RESIDENCE
85 2ND ST W
ATLANTIC BEACH, FLFRAMING 2ND FLOOR PLAN(TYP)SCALE: 12" = 1'-0"NOTES:1.CONTRACTOR TO FIELD VERIFY ALL EXISTING FOUNDATIONS SIZE &ELEVATION PRIOR TO COMMENCING WORK CONTACT ENGINEER OFRECORD IF EXISTING CONDITIONS ARE NOT AS SHOWN2. INDICATES CONNECTOR, SEE SCHEDULE DETAIL 1/S13.VERIFY ALL DIMENSIONS, WALL, & COLUMN LOCATIONS W/CONSTRUCTION DRAWINGS4.SEE GENERAL NOTES FOR GRADES OF WOOD REQUIRED FOR ALLMEMBERS5.PROVIDE 2x4 PARTITION WALLS AROUND STEEL COLUMN/FRAMES TOPOINT WHERE 6'-8" (MIN) HEAD HEIGHT CLEARANCE IS PROVIDEDNOTE:ALL WALLS NOT SPECIFIED ON PLANS SHALL BECONSTRUCTED OF 2"x4" SYP TIMBERS2By Toni Gindlesperger at 11:12 am, Jan 29, 2024JOB COPYBy Zoning at 2:49 pm, Feb 08, 2024
No. 1 J12, 16" O.C.(TYP)(SEE TRIM JOIST DETAILS)No. 1 J12, 16" O.C.(TYP)(SEE TRIM JOIST DETAILS)2"X6" DECK BOARDS SECUREDW/ (2) #8 2 12" FASTENERSAT EACH JOISTLOAD BEARING WALL(TYP)LOAD BEARING WALL(TYP)LOAD BEARING WALL(TYP)LOAD BEARING WALL DETAILSCALE: NTS3S1.2SEE PLAN FOR GYPSUMWALLBOARD SHEARWALL(BOTH SIDES) WALLBOARDEXTENDS TO TOP OF WALLSEE PLAN FOR STUDWALL(TYP 2"x6" STUDWALL)(2)-2x6TOP PLATESEE PLAN FOR JOISTSECURE EA JOIST TOPLATES WITH (2)-16dTOENAILS12" MOISTURE RESISTANTPLYWOODSEE PLAN FOR JOISTSEE PLAN FORCONNECTION BETWEENLAPPED JOISTST. CEILING12" GYPSUM BOARD(2)-2x4 OR(2) 2x6 TOP PLATESEE PLANS FOR SIZESEE PLAN FOR JOISTT. CEILINGSEE PLAN FOR GYPSUM WALLBOARDSHEARWALL(INTERIOR FACE ONLY)SEE PLANFOR STUDWALLEXISTING Z-GIRT& METAL WALLPANELSECURE 2"x8" RIM JOIST ORLVL(SEE PLAN) TO PLATESW/16d TOENAILS @ 12"oc &WITH HGA10 SIMPSON CLIPSAT 48"ocSEE PLAN FOR FLOORSHEATINGSECURE FLOORSHEATHING TO CONTRIM JOIST WITH 10DRINGSHANK NAILS AT6"OCDO NOT CONNECTFLOOR FRAMING TOANY PORTION OFEXISTING METAL BLDGPERIMETER WALL SECTIONSCALE: NTS3S1.1NOTES:1.CONTRACTOR TO FIELD VERIFY ALL EXISTING FOUNDATIONS SIZE &ELEVATION PRIOR TO COMMENCING WORK CONTACT ENGINEER OFRECORD IF EXISTING CONDITIONS ARE NOT AS SHOWN2. INDICATES CONNECTOR, SEE SCHEDULE DETAIL 1/S13.VERIFY ALL DIMENSIONS, WALL, & COLUMN LOCATIONS W/CONSTRUCTION DRAWINGS4.SEE GENERAL NOTES FOR GRADES OF WOOD REQUIRED FOR ALLMEMBERS5.PROVIDE 2x4 PARTITION WALLS AROUND STEEL COLUMN/FRAMES TOPOINT WHERE 6'-8" (MIN) HEAD HEIGHT CLEARANCE IS PROVIDEDDATE:N/ASCALE:PAGE NUMBERPROJECT No.FRAMING PLAN - 2DRAWN BY:RCJDESIGNED BY:RCJREV DESCRIPTION DATEBY
NUMBER SHEETSCHECKED BY:TT11 of 14OCT 20231023-0085PLOT DATE:10/11/2023ROOKS RESIDENCE
85 2ND ST W
ATLANTIC BEACH, FLFRAMING 2ND FLOOR RAFTER PLAN(TYP)SCALE: 12" = 1'-0"NOTE:ALL WALLS NOT SPECIFIED ON PLANS SHALL BECONSTRUCTED OF 2"x4" SYP TIMBERS3By Toni Gindlesperger at 11:13 am, Jan 29, 2024JOB COPY
DATE:N/ASCALE:PAGE NUMBERPROJECT No.FRAMING PLAN DETAILSDRAWN BY:RCJDESIGNED BY:RCJREV DESCRIPTION DATEBY
NUMBER SHEETSCHECKED BY:TT12 of 14OCT 20231023-0085PLOT DATE:10/11/2023ROOKS RESIDENCE
85 2ND ST W
ATLANTIC BEACH, FLCONNECTOR DETAILS & LOAD CHART (THA422)SCALE: N.T.S.S4J12 TRIM JOIST PERFORMANCE CHARTSCALE: N.T.S.J12 TRIM JOIST OPENING CHARTSCALE: N.T.S.By Toni Gindlesperger at 11:13 am, Jan 29, 2024JOB COPY
3068
3068 306828682868OFFICE10' CLGBATH3'-6" x 3'-6" x 1'-0" FOOTER(TYP)SEE DETAIL 1-S1.11'-6" x 10'-11" x 1'-0" FOOTER(TYP)SEE DETAIL FOR SPECIFICATIONSSHEAR WALL FOOTER SHALLTERMINATE AT THICKENED FOOTEROF BLDG FOOTER PER STEEL BLDGMANUFACTURE REQUIREMENTS1'-6" x 3'-6" x 1'-0" FOOTER(TYP)SEE DETAIL 1-S1.15" THICK 3000 PSI CONC W/ WIRE MESHTHROUGH OUT GARAGE AND ALL SPACESTHAT MAY HAVE VEHICLE TRAFFICPERIMETER WALL DETAILSCALE: NTS4S1.1FFEPROPOSEDFOOTINGSEE PLAN FORSTUD WALLZ-GIRT & METALWALL PANELDO NOT CONNECT STUD WALLSTO ANY PORTION OF EXISTINGMETAL BLDGSEE PLAN FOR GYPSUM WALLBOARDSHEARWALL (INTERIOR FACE ONLY)P.T. 2x6 SILL PLATESECURED TO SLABPER SHEARWALLSCHEDULEFOOTING DETAIL AT INTERIOR SHEARWALL WALL DETAILSCALE: NTS4S1.1WALL & FTG.SEE ENG STEEL BLDGPLANS FRO TYPICAL SLABP.T. 2x6 SILL PLATESECURED TO SLAB PERSHEARWALL SCHEDULESEE PLAN FORSTUD WALLSEE PLAN FORGYPSUM WALLBOARDSHEARWALLS (BOTHSIDES)COMPACTED FILLNOTES:1.CONTRACTOR TO FIELD VERIFY ALL EXISTING FOUNDATIONS SIZE & ELEVATION PRIORTO COMMENCING WORK CONTACT ENGINEER OF RECORD IF EXISTING CONDITIONS ARENOT AS SHOWN2.VERIFY ALL DIMENSIONS, WALL, & COLUMN LOCATIONS W/ ARCH DRAWINGS3.SEE GENERAL NOTES FOR GRADES OF WOOD REQUIRED FOR ALL MEMBERSINDICATES WOOD STUD WALLS CONSTRUCTED OF 2x4 STUDS @ 16"o cINDICATES WOOD SHEARWALL SEE DETAIL 2/S2 0 FOR SCHEDULEINDICATES CONNECTOR SEE SCHEDULE DET Λ IL 1/S1 04.PROVIDE 3'-0"x3'-0"x1'-0" FOOTING REINF WITH (4)-#4 E.W. BOTT.5.PROVIDE 3'-6"X3'-6"X1'-0" FOOTING REINF WITH (5)-#4 E.W. BOTT.DATE:N/ASCALE:PAGE NUMBERPROJECT No.FOUNDATION PLANDRAWN BY:RCJDESIGNED BY:RCJREV DESCRIPTION DATEBY
NUMBER SHEETSCHECKED BY:TT13 of 14OCT 20231023-0085PLOT DATE:10/11/2023ROOKS RESIDENCE
85 2ND ST W
ATLANTIC BEACH, FLFOUNDATION PLANSCALE: 38" = 1'-0"S5By Toni Gindlesperger at 11:13 am, Jan 29, 2024JOB COPY
TYPICAL LINTEL JAMB CONSTSCALE: NTS2S1.1CONNECTOR A.SEE SHCED 1/S2.0(TYP EA.END OF HEADERD (TYP)NOTES:1.FULL LENGTH WALL-STUDS SHALL BE NAILED TOGETHER /10d NAILSSPACED @ 12" OC & STAGGERED EACH SIDE HEADER2.STUDS SHALL BE NAILED TOGETHER W/10d NAILS SPACED @ 12" OC &STAGGERED EACH SIDE3.SEE PLAN FOR COLUMNS REQUIRED AT ENDS OF BEAMS B-2 & B-3JAMB SCHEDULE(TYP)SCALE: NTS2S1.1TYPICAL WALL OPENING FRAMINGAND REQ'ED CONNECTIONSSCALE: NTS2S1.1SECURE EACH STUDTO SILL & TOPPLATES WITH (2)-16dENDNAILS (TYP)CRIPPLE STUDS @TYPICAL STUDSPACINGNOTES:1.SECURE HEADER STUDS TOGETHER W/10d NAILS SPACED @ 12" OC2.SECURE OUTERMOST HEADER STUD TO ADJACENT FULL LENGTH STUD W/10d NAILS @ 12" OCNOTES:ALL CONNECTORS SHOWN ARE SIMPSON STRONG TIESEE PLAN FOR FTGSEE 2-S2.0 FORANCHOR BOLTSATTACHMENT TOFOOTINGSEE 3-S2.0 FORNUMBER OF FULLLENGTH WALL STUDSREQUIRED@ JAMBSSEE NOTE 2 FORHEADERSTUD/FULL LENGTHSTUD ATTAHCEMENTJOISTF (TYP AT EA. JOIST)SEE PLANS FORDOUBLE TOP PLATESIZEE (TYP)C (TYP)BBSEE NOTE 1 FORHEADER STUDATTACHMENT(TYP)(1) - 2"x6" OR(1) - 2"x4"SEE PLAN FOR SIZESEE DETAIL 3-S2.0 FORNUMBER OF HEADERSTUDS REQ'EDE (TYP)HEADER, SEE BEAMSCHED ON PLANSD (TYP)C (TYP)CRIPPLE STUDS @TYPICAL STUDSPACINGNOTES:1.SEE PLAN FOR SHEARWALL LOCATIONS2.PROVIDE DOUBLE STUDS AT VERTICAL PANEL JOINTS WHEN SCREW SPACING IS LESS THAN 3"oc3.SCREW SPACING APPLIES ON EACH SIDE OF PANEL JOINTS4.FASTEN WALL SHEATHING AT SHEARWALL LOCATIONS DESIGNATED ON PLAN PER THIS SCHEDULE5.PROVIDE 12" x 6" EMBED A36 THREADED ROD SECURED TO FOOTING WITH HILTI RE500 EPOXYEXPANSION ANCHORS SHALL BE HDG 12" HILTI KWIK BOLT 3 x 4 34" EMBEDMENTSHEAR SCHEDULE(TYP)SCALE: NTS2S1.1DATE:N/ASCALE:PAGE NUMBERPROJECT No.DETAILSDRAWN BY:RCJDESIGNED BY:RCJREV DESCRIPTION DATEBY
NUMBER SHEETSCHECKED BY:TT14 of 14OCT 20231023-0085PLOT DATE:10/11/2023ROOKS RESIDENCE
85 2ND ST W
ATLANTIC BEACH, FLS6By Toni Gindlesperger at 11:13 am, Jan 29, 2024JOB COPY