HomeMy WebLinkAbout1633 Drawings Permit SetDEMO PLAN14"=1' SCALEGARAGEBREAKFAST NOOKKITCHENBEDROOM 3MASTER BEDROOMMASTER BATHBEDROOM 2CLOSETCLOSETBATH 2FOYERLIVING/DININGLAUNDRYUTILITYLEGEND:TO BE REMOVEDTO REMAINPLANTER1 REMOVE EXISTING BREAKFAST NOOK WINDOWS2 REMOVE WALLS AT REAR OF BREAKFAST NOOK3 REMOVE EXISTING SLIDERS IN LIVING ROOM/DINING ROOM4 NOT USED5 REMOVE EXISTING CLOSET6 REMOVE EXISTING TOILET AND VALVE7 REMOVE EXISTING SINK, VANITY, VALVES AND ASSOCIATED HARDWARE8 REMOVE EXISTING SHOWER MIXING VALVE AND ASSOCIATED HARDWARE9 REMOVE EXISTING BATHROOM DOOR AND HARDWARE10 REMOVE EXISTING NON LOAD BEARING WALL BETWEEN BATHROOM 2 AND BEDROOM 211 REMOVE EXISTING NON LOAD BEARING WALL BETWEEN BATHROOM 2 AND HALL12 REMOVE EXTERIOR DOOR13 REMOVE EXISTING BATH #2 FLOORING14 REMOVE EXISTING WINDOW15 REMOVE SOAKING TUB AND ASSOCIATED HARDWARE IN MASTER BATHROOM16 REMOVE DOOR AT W/C.5(029(:$//$7:&,10$67(5%$7+18 REMOVE SHOWER19 REMOVE VANITY, COUNTERTOP AND SINKS1113334556789510111213SHEET KEYNOTES214141414141414144HALLHALL#4141516171819CHECKEDDRAWNGMWDESIGNEDGMWDATEJOB NO.A-1DESCRIPTIONDATEREVISION
SUMMITDESIGN & FORENSICS, INC.BRIAN J. MASKOLFL PE #66080DEMO PLAN 725 SE PORT SAINT LUCIE BLVD.SUITE 203PORT SAINT LUCIE FL 34984(772) 285-057212-07-1812-07-182020-089PALM CITY, FL
RESIDENTIAL RENOVATION
1633 NW SWEETBAY CIRCLE
PROPOSED FLOORPLAN14"=1' SCALEGARAGEBREAKFAST NOOKKITCHENBEDROOM 3MASTER BEDROOMMASTER BATHBEDROOM 2CLOSETFOYERLIVING/DININGLAUNDRYUTILITYPLANTER3'-0"3'-0"3'-4"11'-212"3'-0"3'-0"6'-0"5'-01316"5'-01316"12'-0"2'-0716"2'-618"2'-012"2'-618"4'-6 916"4'-6916"14'-612"40204462ADDITION36623662BATH 2BATH 32'-10"7'-7"
2'-0"3'-0"2
6
6
8 FX7596FX75968196SH3762SH376233.580 36801 NEW EXTERIOR BUMP OUT AT BREAKFAST NOOK2 NEW OFFICE AT LEFT REAR CORNER OF HOME3 NEW TOILET4 NEW SINK & VANITY5 NEW SHOWER SYSTEM6 NEW FLOORING7 NEW WALL BETWEEN BEDROOM 2 AND NEW BATHROOMS (SEE DETAIL)8 NEW WALL BETWEEN BATHS # 2 AND #3 (SEE DETAIL)9 NEW WALL BETWEEN BATH #2 AND HALL (SEE DETAIL)10 NEW IMPACT WINDOWS THRU-OUT11 NEW FRENCH DOOR AT REAR OF LIVING/DINING AREA12 NEW EXTERIOR DOOR AT NEW OFFICE13 NEW INTERIOR DOOR INTO NEW OFFICE IN EXISTING OPENING14 NEW FULL BATH #215 NEW FULL BATH #316 NEW EXTERIOR DOOR AT GARAGE17 NOT USED.18 NEW FREESTANDING TUB AND ASSOCIATED HARDWARE IN MASTER BATH19 NEW WALL FOR POCKET DOOR AT MASTER BATH W/C20 NEW POCKET DOOR IN MASTER BATH21 NEW SHOWER ENCLOSURE & FIXTURE22 NEW VANITY, COUNTERTOP, SINK, FIXTURE AND SHUT-OFF VALVESFX264633FX378263.5ARCH
HR5947 5'-4"13'-212"
SH3762 FX448462FX4816
NOTE: TRENCH AS REQUIRED FOR NEWBATHROOM FIXTURES IN NEW LOCATIONS SEERISER DIAGRAM FOR NEW UNITSAA-5BA-5CA-64'-5 716"ADDITIONSHEET KEYNOTESOFFICENOTE: FIELD VERIFYALL MASONRYOPENINGS PRIOR TOORDERING WINDOWSAND DOORS6'-614"7'-7"24682668SLAB TRENCHINGDETAILNOT TO SCALEEXISTINGCONCRETE SLABNEW SANITARY SEWER PIPETO MATCH ELEVATION &GRADE FOR TIE-IN TOEXISTING SEWER LINESAWCUT EXISTINGCONCRETE SLABFULL DEPTHCOMPACTED FILLNEW SLAB INFILL.MATCH EX.THICKNESS.HOT & COLD WATER LINESINSULATED#4 DOWEL X 1'-0" LNG.SPA. @ 1'-4" O.C.EPOXIED 6" INTOCONCRETE SLAB (TYP.)HR5947 6280123344556678910101010101010101010101010101010111213141516ADDITION ADDITION
NOTE: WITH THEEXCEPTION OF THEADDITIONS AND ATMASTER BEDROOM ALLWINDOWS AND DOORSARE INSTALLED INEXISTING OPENINGS.11316"11316"18192026684'-0"2122CHECKEDDRAWNGMWDESIGNEDGMWDATEJOB NO.A-2DESCRIPTIONDATEREVISION
SUMMITDESIGN & FORENSICS, INC.BRIAN J. MASKOLFL PE #66080PROPOSED FLOOR PLAN
& DETAILS 725 SE PORT SAINT LUCIE BLVD.SUITE 203PORT SAINT LUCIE FL 34984(772) 285-057205-28-2005-28-202020-089PALM CITY, FL
RESIDENTIAL RENOVATION
1633 NW SWEETBAY CIRCLE
REAR ELEVATION14"=1' SCALEFRONT ELEVATION14"=1' SCALE1 NEW PICTURE WINDOW IN EXISTING OPENINGS2 NEW FRENCH DOOR AT EXISTING OPENING3 NEW BREAKFAST NOOK EXTENSION4 NEW OFFICE5 (2) NEW SINGLE HUNG WINDOWS AND MULLION IN MASTER BEDROOM6 NEW WINDOW AT BREAKFAST NOOK7 NEW WINDOW AT OFFICE8 NEW TILE ROOF AT NEW ADDITIONS (MATCH EXISTING)6211341 REMOVE AND REPLACE WINDOW IN EXISTING OPENING2 NEW TILE ROOF AT ADDITIONS (MATCH EXISTING )7155SHEET KEYNOTESSHEET KEYNOTESWIND DESIGN PRESSURESENDZONEWINDSPEEDTRIB.AREAZONES - PSF1<10 S.F.-30.62-53.83-78.84+33.5-36.35+33.5-44.820 S.F.-29.8-49.0-73.6+31.9-34.8+31.9-41.850 S.F.-28.6-43.3-66.9+29.9-32.7100 S.F.-27.7-39.1-61.8+28.5-31.3+28,5-34.8500 S.F.+24.9-27.7+24.9-27.74 FT.160MPHALLOWABLE PRESSURES ARE FOR WINDOWS ANDDOORS, FRAMING, ROOFING AND OTHERBUILDING COMPONENTS AND CLADDING.ROOF ZONES: 1 THRU 3WALL ZONES: 4 AND 5+29.9-37.8##882CHECKEDDRAWNGMWDESIGNEDGMWDATEJOB NO.A-3DESCRIPTIONDATEREVISION
SUMMITDESIGN & FORENSICS, INC.BRIAN J. MASKOLFL PE #66080ELEVATIONS 725 SE PORT SAINT LUCIE BLVD.SUITE 203PORT SAINT LUCIE FL 34984(772) 285-057205-28-2005-28-202020-089PALM CITY, FL
RESIDENTIAL RENOVATION
1633 NW SWEETBAY CIRCLE
RIGHT ELEVATION14"=1' SCALELEFT ELEVATION14"=1' SCALE1 NEW BREAKFAST NOOK EXTENSION2 NEW 3052 BREAKFAST NOOK WINDOW3 REMOVE AND REPLACE WINDOW IN EXISTING OPENING4 NEW TILE ROOF AT ADDITIONS (MATCH EXISTING)1 NEW BREAKFAST NOOK EXTENSION2 NEW 3052 BREAKFAST NOOK WINDOW3 NEW OFFICE4 NEW 3068 EXTERIOR OFFICE DOOR5 REMOVE AND REPLACE WINDOW IN EXISTING OPENING6 NEW TILE ROOF AT ADDITIONS (MATCH EXISTING)1233312345SHEET KEYNOTESSHEET KEYNOTES312##MATCH EX.12466612-07-1812-07-18CHECKEDDRAWNGMWDESIGNEDGMWDATE2020-089JOB NO.A-4DESCRIPTIONDATEREVISION
SUMMITDESIGN & FORENSICS, INC.BRIAN J. MASKOLFL PE #66080ELEVATIONS & PRODUCT
APPROVALS 725 SE PORT SAINT LUCIE BLVD.SUITE 203PORT SAINT LUCIE FL 34984(772) 285-0572PALM CITY, FL
RESIDENTIAL RENOVATION
1633 NW SWEETBAY CIRCLE
PARTIAL FOUNDATIONPLAN14"=1' SCALE6'-0"10'-158"4'-6 916"4'-6916"14'-612"6'-0"AA-5BA-5PARTIAL ROOFFRAMING PLAN14"=1' SCALE11316"11316"AA-5BA-5CA-6CA-6GENERAL STRUCTURAL NOTES:GENERAL:THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDINGCODE RESIDENTIAL ALONG WITH AMMENDMENTS. MATERIALS AND SERVICES PROVIDED BYTHE CONTRACTOR SHALL CONFORM TO THE ABOVE MENTIONED CODES AND THE CONTRACTSPECIFICATIONS.THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE JOB CONDITIONSAND RESTRICTIONS.INSTALL ALL PRODUCTS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.SHORE EXISTING ROOF TRUSSES PRIOR TO REMOVAL. SHORING DESIGN BY OTHERS.LOADINGS:ROOF LOADS: LIVE LOAD: 20 PSF DEAD LOAD: 20 PSFWIND LOADS: ULTIMATE WIND SPEED, 3 SECOND GUST: 160 MPH BUILDING CATEGORY: II EXPOSURE CATEGORY: B INTERNAL PRESSURE COEFFICIENT: +/-0.18CONCRETE:CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS, LATEST EDITION.REINFORCING SHALL CONFORM TO CRSI, LATEST EDITION.CAST-IN-PLACE CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF3,000 PSI.REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60.MASONRY:MASONRY SHALL CONFORM TO ACI SPECIFICATIONS, LATEST EDITION.MASONRY SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI.GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI.LAP REINFORCING 2'-6" MINIMUM.PRE-ENGINEERED WOOD TRUSSES:SUBMIT SIGNED AND SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS FOR REVIEW ANDAPPROVAL PRIOR TO FABRICATION. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE DESIGNEDAND DETAILED BY THE TRUSS COMPANY SPECIALTY ENGINEER.BRACE TRUSSES PER TRUSS SHOP DRAWINGS, OSHA AND AS REQUIRED FOR STABILITY.PROVIDE A MINIMUM OF 2X4 BOTTOM CHORD BRACING SPACED AT 6'-0" O.C. MAXIMUM.1'-4"TYP1'-4"TYPNEW 1'-4" X1'-4"CONCRETE FOOTINGW/(2) #5 CONT. (TYP.)#4 DOWEL 1'-0"EPOXIED 6" INTOEXISTING SPACED @1'-4" O.C. (TYP)EXISTING CONCRETESLABNEW 4" THICKCONCRETE SLABW/FIBERMESH OVER 6MIL VAPOR BARRIEROVER CLEANCOMPACTED TERMITETREATED SOILEXISTING FOOTING(TYP)DOWEL NEW FOOTINGINTO EXISTINGFOOTING W/(2) #5 X2'-8" LONG EPOXIED8" INTO EXISTINGFOOTING (TYP)EXISTING MASONRYWALLNEW 1'-4" X1'-4"CONCRETE FOOTINGW/(2) #5 CONT. (TYP.)NEW MASONRY WALLGROUT SOLID ATREINFORCING#5 DOWEL SPACED @4'-0" O.C. MAX & ASSHOWN (TYP)DOWEL NEW MASONRY TOEXISTING W/#3 X1'-0" LONGDOWEL EPOXIED 6" INTOEXISTING SPACED @ 1'-4"O.C. VERTICAL (TYP)NEW 2X4 OUTLOOKERSPACED @ 1'-4" O.C. (TYP)NEW PLYWOODSHEATHING MATCHEXISTING THICKNESS(TYP)#5 DOWEL SPACED @4'-0" O.C. MAX & ASSHOWN (TYP)NEW GABLE ENDTRUSSNEW MASONRY WALLGROUT SOLID @REINFORCING (TYP)SIMPSON HETA16W/(9) 10d X1-1/2"(TYP AT NEWMASONRY WALLSFASTEN TO EXISTING TRUSS W/#10 X5"WOOD SCREWS OR 14"x314" TAPCONS SPACED@ 1'-0" O.C. ALONG TOP & BOTTOMCHORDSSIMPSON VTCR W/(4) 10d TO EXISTING& (3) 10d X 1-1/2" TO NEW TRUSS ATEACH EXISTING TRUSS SUPPORT (TYP)EXISTING PRE ENGINEEREDWOOD TRUSS (TYP)G.T. (2 PLY)NEW PRE ENGINEEREDWOOD VALLEY TRUSSSPACED @ 2'-0" O.C.REMOVE EXISTING TIE BEAMAND WALL BELOWREMOVE EXISTING TRUSSOVERHANG (TYP)EXISTING MASONRY WALL (TYP)SIMPSON VGT W/(16) 1/4" X 3" SDS TO TRUSS AND (1) 5/8"ROD EPOXIED 7" INTO CONCRETE TIE BEAMNEW PRE ENGINEERED WOOD GIRDER TRUSS DESIGNED TOCARRY NEW TRUSS AND EXISTING TRUSSES. EXISTING TRUSSCONNECTION TO NEW GIRDER BY TRUSS ENGINEER.NOTE: THICKEN NEW CONCRETE TIE BEAM AS REQUIREDABOVE NEW OPENINGS (TYP)NEW PRE ENGINEERED WOODTRUSS SPACED @ 2'-0" O.C.MAX.NEW PRE ENGINEERED WOODTRUSS SPACED @ 2'-0" O.C.MAX.NEW 4" THICK 3'-0" x4'-0" CONCRETE PADEX. GRADEEX. GRADENEW PTD STUCCO TO MATCHEXISTINGNEW GABLE END TRUSS PROVIDEVERTICAL WEBS SPACED @ 1'-4"O.C. & STRONG BACK ASREQUIRED. DESIGN FOR OUT OFPLANE WIND LOADS.1/2" PLYWOOD. FASTENEDWITH 8d SPA. @ 6" O.C.NEW 2X4 OUTLOOKER @ 16" O.C.NEW PLYWOOD TO MATCHEXISTING FASTEN W/8d RINGSHANK NAILS SPACED @ 6" O.C.NEW TILE ROOF AND UNDERLAYMENT.TO MATCH EXISTING.NEW 1/2" GYPBOARDNEW 1/2" GYP BOARD OVER 1x2P.T. FURRING STRIPS SPACED @16" O.C.(TYP.)1X4 P.T.FIRESTOP (TYP.)NEW R-30 BATTINSULATIONREINFORCING (SEE PLAN)EXISTINGPRE-ENGINEEREDWOOD TRUSSNEW FASCIA AND DRIP EDGEMATCH EXISTING.NEW PLYWOOD. MATCH EXISTING THICKNESS.FASTENED W/ 8d RING SHANK NAILS SPA. @ 6" O.C.SECTION B12"=1' SCALENEW 8" MASONRY WALLGROUT SOLID AT REINFORCINGEXTENDEDNOOKNEW OFFICESECTION A12"=1' SCALENEW PRE-ENGINEEREDWOOD TRUSSEX. BREAKFASTNOOK1X4 P.T.FIRESTOP (TYP.)NEW PTD STUCCOTO MATCHEXISTINGEX. BREAKFASTNOOKEXISTINGPRE-ENGINEEREDWOOD TRUSSNEWPRE-ENGINEEREDWOOD TRUSSNEW FASCIA AND DRIP EDGEMATCH EXISTING.NEW PTD STUCCO/LATH/WATERBARRIERMATCH EXISTINGNO. 12 X 4" WOOD SCREWSPACED @ 8" OC.WEEP SCREEDREINFORCING (SEE PLAN)DOWEL (SEE PLAN)FOOTING REINFORCING(SEE PLAN)NEW FOOTING (SEE PLAN)NEW SLAB (SEE PLAN)EXISTING FOOTINGEXISTING SLABDOWEL (SEE PLAN)NEW FLOOR FINISHR 4.1 FOILINSULATION2X8 P.T. CONT W/1/4" X3-1/4" TAPCONS SPACED@ 8" O.C.NEW 8" X 16" CONCRETETIE BEAM W/(2) #5 TOPAND BOTTOM2X4 @ 4'-0" O.C.FASTEN TO EACHTRUSS W/(3) 16dNAILSEXISTINGINSULAATIONSIMPSON H2.5AW/(10) 8d NAILSSIMPSON LUS24 W/(6) 10dNAILSNEW 8"X16" CONCRETE TIE BEAMW/(2) #5 TOP AND BOTTOMNEW 8" MASONRY WALL GROUTSOLID AT REINFORCINGNEW 1/2" GYP BOARDNEW PRE-ENGINEEREDWOOD GIRDER TRUSSEXISTING INSULATIONEXISTING CEILING FINISHNEW R30 BATTINSULATION312MATCH EXISTINGR 4.1 FOILINSULATIONNEW FLOOR FINISHDOWEL (SEE PLAN)EXISTING FOOTINGEXISTING SLABDOWEL (SEE PLAN)NEW FOOTING REINFORCING(SEE PLAN)NEW FOOTING(SEE PLAN)NEW SLAB (SEE PLAN)3" CLR
1/2" GYP BOARD ON 1X2 P.T.FURRING SPACED @ 1'-4" O.C.(2)-NO.12 x 3" TOE SCREWS EACH 2x4PTD STUCCO & HI RIB LATH SOFFITPTD STUCCO & HI RIB LATH SOFFITHURRICANE STRAPEX. TILE ROOFNEW TILE ROOF AND UNDERLAYMENT.TO MATCH EXISTING.12-07-1812-07-18CHECKEDDRAWNGMWDESIGNEDGMWDATE2020-089JOB NO.A-5DESCRIPTIONDATEREVISION
SUMMITDESIGN & FORENSICS, INC.BRIAN J. MASKOLFL PE #66080PARTIAL PLANS, NOTES &
SECTIONS 725 SE PORT SAINT LUCIE BLVD.SUITE 203PORT SAINT LUCIE FL 34984(772) 285-0572PALM CITY, FL
RESIDENTIAL RENOVATION
1633 NW SWEETBAY CIRCLE
EX. GRADEREINFORCING (SEE PLAN)NEW FASCIA AND DRIP EDGEMATCH EXISTING.SECTION C12"=1' SCALENEW OFFICE1X4 P.T.FIRESTOP (TYP.)NEW PTD STUCCOTO MATCHEXISTINGNEW 8" X 16" CONCRETE TIE BEAMW/(2) #5 TOP AND BOTTOMNEW 8" MASONRY WALL GROUTSOLID AT REINFORCINGNEW 1/2" GYP BOARDMATCH EXISTINGR 4.1 FOILINSULATIONNEW FLOOR FINISHDOWEL (SEE PLAN)NEW FOOTING REINFORCING(SEE PLAN)NEW FOOTING(SEE PLAN)NEW SLAB (SEE PLAN)3" CLR 1/2" GYP BOARD ON 1X2 P.T.FURRING SPACED @ 1'-4" O.C.NEW PLYWOOD. MATCH EXISTING THICKNESS.FASTENED W/ 8d RING SHANK NAILS SPA. @ 6" O.C.NEW PRE-ENGINEEREDWOOD TRUSSNEW R30 BATTINSULATIONMATCH EXISTING12EXISTING CONCRETE SLAB2X4 WOOD P.T. BOTTOM PLATE.FASTENED WITH 14"x3 14"TAPCONS SPA. @ 1'-0" O.C.2X4 WOOD STUDS SPACED@ 24" O.C.12" DRYWALL BOTH SIDES12" DRYWALL CEILING 2X4 WOOD TOP PLATEBASEBOARD (TYP.)PRE-MANUFACTUREDEXISTING ROOFTRUSSESEXISTINGINSULATION.TYPICAL NON LOADBEARING WALL SECTION12"=1' SCALEHURRICANE STRAP2X4 BLOCKING SPA. @ 2'-0" O.C.PTD STUCCO & HI RIB LATH SOFFITNEW TILE ROOF AND UNDERLAYMENT.TO MATCH EXISTING.12-07-1812-07-18CHECKEDDRAWNGMWDESIGNEDGMWDATE2020-089JOB NO.A-6DESCRIPTIONDATEREVISION
SUMMITDESIGN & FORENSICS, INC.BRIAN J. MASKOLFL PE #66080PARTIAL PLANS, NOTES &
SECTIONS 725 SE PORT SAINT LUCIE BLVD.SUITE 203PORT SAINT LUCIE FL 34984(772) 285-0572PALM CITY, FL
RESIDENTIAL RENOVATION
1633 NW SWEETBAY CIRCLE
ELECTRICAL PLAN14"=1' SCALEGARAGEBREAKFAST NOOKKITCHENBEDROOM 3MASTER BEDROOMMASTER BATHBEDROOM 2CLOSETFOYERLIVING/DININGLAUNDRYUTILITYPLANTERBATH 2BATH 3NOTE:ONLY NEW WORK SHOWN NO OTHERELECTRICAL WORK TO BE DONE IN HOMEOFFICENEWOUTLET @42" AFF4" DUCTTO SOFFIT6-07-206-07-20CHECKEDDRAWNGMWDESIGNEDGMWDATE2020-089JOB NO.E-1DESCRIPTIONDATEREVISION
SUMMITDESIGN & FORENSICS, INC.BRIAN J. MASKOLFL PE #66080ELECTRICAL PLAN 725 SE PORT SAINT LUCIE BLVD.SUITE 203PORT SAINT LUCIE FL 34984(772) 285-0572PALM CITY, FL
RESIDENTIAL RENOVATION
1633 NW SWEETBAY CIRCLE