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HomeMy WebLinkAboutPLANS (2)8ST. LUCIE COUNTY, FL. 349??(UNASSIGNED) BROCKSMITH RD.CARLOS L. & JENNIFER L. WELLSHARBORVIEW CJW511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953P5 03 MAR 21P4 09 DEC 20P1 11 SEP 20P2 25 SEP 20P3 23 OCT 20RIDGERIDGEVALLEYVALLEYRIDGERIDGERIDGERIDGEVALLEYVALLEYRIDGERIDGERIDGERIDGELAMINATEASPHALTSHINGLESVALLEYRIDGEVALLEYRIDGEVALLEYRIDGEROOF SHEATHING58" (1932") APA RATED 40/20CDX EXTERIOR PLYWOOD SHEATHINGSECURED TO TRUSSES USING FASTENERS AND SPACINGPER ROOF SHEATHING ATTACHMENT DETAIL ON SHT. 5ROOF FINISHESLAMINATE COMPOSITE ASPHALT SHINGLESSECURED USING FASTENERS AND SPACING PER MFR'SSPECIFICATIONS OVER 30" FELT TIN TAGGED TOSHEATHINGFLASHING : GALV MTL.DRIP EDGE: 26 Ga. ALUM.ROOF PLAN - BIRDS EYESCALE:18'' = 1'-0''ST LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVITBUILDING PERMITOWNERS NAMECONTRACTOR - GROZA BUILDERS CONTRACTOR'S ADDRESS 511 SW PORT ST LUCIE BLVDPORT ST LUCIE FL 34953OPENING PROTECTIVES (WINDOWS, DOORS, AND SKYLIGHTS), COMPONENTS AND CLADDINGPRODUCTNOTE:ALL MANUFACTURED HOLES FOR ANCHORING MUST BE FILLED WITH APPROPRIATE FASTENERSI HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING AND HAVE APPROVED THEIRUSE IN THIS STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS ANDFORCES SPECIFIED BY CURRENT CODE PROVISIONS.NAMESIGNATUREDESIGN FIRM CERT. NOWINDOWS - SINGLE HUNGIMPACT RATEDSLIDING GLASS DOORIMPACT RATEDFRONT DOOR(S) - SWINGIMPACT RATEDGARAGE DOOR - O.H.IMPACT RATEDSH8100 PVC SINGLE HUNGCWS WINDOWSTHERMA TRUSEE ELEVATION SHEETSEE ELEVATION SHEET+31.9/-35.6+/- 60 PSF+/- 50 PSFROOF FINISH6 ROOFING NAILS PER TAB, CLASS F OR HPLAG ANGLE TO HAVE (3) 516" x 1-5/8" LAG SCREWSAND DOOR BRACKET TO HAVE LAG SCREWS 24" O.C.MAX AND 6" FROM CORNERS+/- 70 PSFOPAQUE FIBERGALSSMANUFACTURER MODEL / TYPE GLAZING DESCRIPTIONF.P.A. OR NOA (MIAMI DADE)BUILDING DESIGNPRESSURESMETHOD OF ATTACHMENTSEE COVER SHEETPRODUCT DESIGNPRESSURESUNDERLAYMENTSDATEREAR DOOR(S) - SWINGIMPACT RATEDTHERMA TRU+/- 50 PSFOPAQUE FIBERGALSSSEE COVER SHEETFPA: FL 20468.9 R3REV. DATE: 07-12-20FPA: FL 20468.9 R3REV. DATE: 07-12-20824 / 811 STL. SECTIONALDAB DOOR CO.NOA: 17-0919.12EXP. DATE: 08-14-21IKO iNDUSTRIESLAMINATE ASPHALTSHINGLESNOA: 16-0329.13EXP. DATE: 05-05-21Underlayments must be ASTM D226 Type II,ASTM D4869 Type IV, ASTM D6757Complying w/FBC 2017, Table 1507.1.1VARIOUS SUPPLIERSSOFFIT KAYCAN LTD2x4 BRACE AT CENTER OF PANEL+23.6 / -28.8 +66.7 / -66.7ROOF VENTSApply roofing cement to the underside, back, and sideflanges of roof vent. Cement should be 14" min. thickand extend 2" beyond and onto roofing underlaymentsFPA: FL 16503.1REV. DATE: 02-13-18TRIPLE 4 FULL-O-VENT ECOVINYL SOFFIT PANELSFLORIDA METAL PRODUCTS,INC.FLAMCOLOW PROFILE OFF RIDGE VENTSFPA: FL 21580.1APPR DATE: 12-12-17See FPA installation details sheets providedFPA: FL 16177.1 (R2) IMPACTREV. DATE 08-08-208900 PVC SGD ASSEMBLYFPA: FL 11103 R4 IMPACTREV. DATE: 07-31-20CWS WINDOWSSee FPA installation details sheets provided+/- 46 PSF+27.0 / -30.014" TAPCONS @ 14" O.C. w/ 114" EMBEDAND 6" OFF CORNERS14" TAPCONS @ 14" O.C. w/ 114" EMBEDAND 6" OFF CORNERSWINDOWS - DIRECT SETIMPACT RATEDSH8500 PVC FIXEDCWS WINDOWSFPA: FL 13010.1 (R6) IMPACTREV. DATE: 07-31-20See FPA installation details sheets providedSEE ELEVATION SHEET+/- 65 PSFIMPACT, LOW E 336INSULATED DBL. GLAZEDIMPACT, LOW E 336INSULATED DBL. GLAZEDIMPACT, LOW E 336INSULATED DBL. GLAZEDPer FBC 1518.2 & 1518.4 : (2) layers overlapped 19"installed over deck with 1" dia. tin taps securedw/ shank nails @ 12" o.c. in field, 6" o.c. along edgesMULLIONSFL-9520.13/16" ITW TAPCON 1" MIN EMBEDMENTMIN. EDGE DIST. 3"FRONT ELEVATIONSCALE: 14'' = 1'-0''4'' RAISEDSTUCCO SILLFLOAT FINISH4'' STUCCO BANDINGRAISED FLOATTOP OF WINDOWS TOFASCIA=11-3/16'' +/-W/2X4 END RAIL2'-2"FLOAT STUCCOFINISH-SCORED2'-10"R8'-0"2'-10"2'-10"1'-0" TYP.5'-10"+ 40.3- 52.9FLOAT STUCCOFINISH - SCOREDEA. SIDE OF OH DOORFLOAT STUCCOFINISH ON COL'S+ 38.0- 41.4FLOAT STUCCOFINISH ON COL'S4'' RAISEDSTUCCO BANDSFLOAT FINISH4'' RAISEDSTUCCO BANDSFLOAT FINISH4'' x 1 12" RAISEDSTUCCO CAPITOL @ EA. COLUMNFLOAT FINISHLAMINATEASPHALTSHINGLES+ 40.3- 54.0+ 40.3- 52.9FIELD FRAMEDCRICKETCENTER OF ELECT. BOX+ 27.0- 30.0DIRECT SETWINDOWSCLEAR GLAZING26 Ga. ALUM FASCIAWRAP OVERP T SUB FASCIA26 Ga. ALUMDRIP+ 36.3- 39.78'-1"############C1COVER1A CUSTOM MODEL FOR:GROZA BUILDERS, INC.HARBORVIEW CJWCARLOS L. & JENNIFER L. WELLS(UNASSIGNED) BROCKSMITH RD.ST. LUCIE COUNTY, FL 349--DRAWING INDEXC1 COVER PAGEA1 FOUNDATION PAGEA2 FLOOR PLANA3 ELECTRICAL PLANA4 EXTERIOR ELEVATIONSA5 ROOF PLANA6 HVAC PLANS1 ENGINEER DETAIL PAGES2 ENGINEER DETAIL PAGEHARBOURVIEW CJW PERM09 /11/20SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678111 SLAB NOTE3000 PSI CONCRETE SLAB4'' THICK W/ FIBERMESH(OR 6''X6'' 10 /10 W.W.F.)OVER 6 MILL VISQUEEN ANDCLEAN, COMPACTED, TERMITETREATED FILL9'-4"2'-9"21'-0"52'-0"58'-0"52'-0"20'-4"2'-0"3'-0"3'-4"22'-812"7'-814"18'-312"4'-612"1'-6"43'-4"20'-11"3'-1"22'-10"26'-314"5'-434"60'-0"24'-0"28'-0"15'-11"2'-0"60'-0"2'-4"2'-4"3'-8"1'-8"2'-4"4'-0"2'-4"16'-714"13'-634"10'-4"8"4'-412"2'-2"6'-4"10'-2"8'-4"8"13'-634"12" x 8" Wedge Anchors@ 32" o.c.w/ 2 washers & nuts8'-0"10'-8"1'-0"5'-4"2'-4"2'-4"2'-0"10'-4"12" x 8" Wedge Anchors@ 16" o.c.w/ 2 washers & nuts12" x 8" Wedge Anchors@ 16" o.c.w/ 2 washers & nuts16'-1014"42"x 42"x 16" CONC. PADFOOTING WITH (5) #5 BARS EA. WAYSET TOP FLUSH w/GARAGE SLAB27" x 27" x16" CONC.PAD FOOTINGSw/ #5 BARS @ 8" o.c.EA. WAY TYP.24"x 24" x16" CONC. PADFOOTING w/ (3) #5 BARSEA. WAY.TOP OF PAD: - 12"8"8"1 12" SLAB RECESS@ DOOR SILL2 12" STEP FROMSILL TO TOP OFENTRY SLABTERMITE NOTES:1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWEL SHALL BE PROVIDED.2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS.3. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE.4. MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION.5. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE AND/OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS.6. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION.7. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A FLORIDA LICENSED PEST CONTROL COMPANY BEFORE FINAL INSPECTION.F2CBSFIBERMESHOR6"x6" 1010 WIRE16"x16"FOOTINGw/ (2) #5 BARSSEE DOWELPLANMAIN FINISH FLOORF3FIBERMESHOR6"x6" 1010 WIRE16"x16" FOOTINGw/ (2) #5 BARS4" MIN.CONCRETESLAB12" x 8" LONGJ-BOLTVERT. OR LATERALBEARING WALL(2) #5 BARSCONTINUOUSF2STEP FOOTINGINT. BEARING WALLSFIBERMESHOR6"x6" 1010 WIRE(2)#5 BARCONTINUOUS FINISH FLOORINTERIOR12" x 8" LONGWEDGE ANCHORS16"x16" FOOTINGw/ (2) #5 BARSF1 MONO EDGEFOOTINGFINISHFLOOR45 FLARE6"MIN.O(2)#5 BARCONTINUOUS3" MIN.COVERMONO FOOTING CORNER DETAIL(2) #5 BAR CONTINUOUSw/ 25" MIN. LAP AND (1) #5VERTICAL BAR @ CORNER- SEE FOUNDATION PLANF1 CURBTYP. FOOTINGW/ RAISED CURBFINISHFLOOR45 FLARE6"MIN.O(2)#5 BARCONTINUOUS3" MIN.COVERRAISEDCURBMONO EDGE FOOTINGAT SHOWER RECESSF1S4" SHOWERRECESS45 FLARE6"MIN.O(2)#5 BARCONTINUOUS3" MIN.COVERFLAT TOP FOOTINGw/ RAISED CURBF3 CURBFP PAD FOOTING(POURED INTEGRAL WITH SLAB)45 FLAREOINT. FIN. FL.#5 BARS @ 8" o.c.EA. WAYw/ 3" MIN.COVERPATIO OR ENTRYMONO SLAB EDGEPOUR CONCRETEDOWN INTO PADCONT. SLAB EDGEREINFORCINGTHRU PADCOLUMNSEE PLAN FORSIZE & SHAPEFIBERMESHOR6"x6" 1010 WIRE42"x 42"x 16" CONC. PADFOOTING WITH (5) #5 BARS EA. WAY.SET TOP FLUSH w/SLABF1F1F2F12'-212"5'-3"F1 CURB9'-0"1/2"3'-0"FUTUREDRYER35,000 BTU'sFUTUREWATER HEATER65,000 BTU's3/4" 5'-0"GAS RISER SHOWN IS ONLY FOR PIPINGTO BE INSTALLED DURINGCONSTRUCTION PHASE FORFUTURE CONVERSION TO GAS.ALL LINES ARE TO BE CAPPED.ALL LINE SIZES & LENGTHS TO BEVERIFIED, SUPPLIED, & INSTALLEDBY OWNERS SPECIALTY CONTRACTORUNDER SPERATE PERMIT8'-934"F1 CURBF3F3F212"FPFPF2CBSF2F2F2F1F1F1F1 CURB5'-0"1'-914"2'-234"1 12" SLAB RECESS@ DOOR SILL2 34" SLAB RECESS@ SGD DOOR SILL25'-1112"5'-312"FLOOROUTLET2'-10"8"PROVIDE CONTROL JOINTS PER ACI 2243R. JOINTS TO BE TOOLEDWHEN FINISHING SLAB IN STRAIGHT LINE OR SAW CUT WHILETHE SLAB IS STILL GREEN. THE MINIMUM DEPTH OF THE JOINT ISTO BE 25% OF THE SLAB THICKNESS. LOCATE JOINTSAPPROXIMATELY 10'-0” O.C. EACH WAY. JOINTS TO EXTEND TOOUTSIDE WALLS OR SLAB STEPS. LOCATE AT LEAST ONE JOINT TOINTERSECT EACH INSIDE CORNER OF SLAB STEPS OR EXTERIORWALLS. JOINTS TO AVOID SHOWER RECESSES.CONTROL JOINT NOTE4" SLABTYP. CONCRETE SLABFILL TO BE TREATED AFTER PLUMBING ROUGHAND BACKFILL AND BEFORE INSTALLATION OFVAPOR BARRIERCLEAN, COMPACTED FILL4" MIN CONCRETE SLABSLAB REINFORCING:FIBER MESH or 6x6 1010 W.W.F.SEE STRL. NOTES6 MIL POLYVAPOR BARRIERNOTE:PLUMBING CONTRACTOR TO VERIFY: - PLUMBING LAYOUT AND RISER DIAGRAM - ALL PLUMBING WALL LOCATIONS - PROVIDE DOCUMENTATION OF COMPLETED WORK TO GENERAL CONTRACTOR.F1SF1S24"x 24" x16" CONC. PADFOOTING w/ (3) #5 BARSEA. WAY.TOP OF PAD: - 12"FUTURESINKGAS PIPING RISER1FLOOROUTLET18ST. LUCIE COUNTY, FL. 349??(UNASSIGNED) BROCKSMITH RD.CARLOS L. & JENNIFER L. WELLSHARBORVIEW CJW511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953P5 03 MAR 21P4 09 DEC 20P1 11 SEP 20P2 25 SEP 20P3 23 OCT 201/4" = 1'-0"A1FOUNDTION2HARBOURVIEW CJW PERM09/11/2009 /11/20SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678111 LIVINGGARAGELANAIENTRYTOTALLIVING C.F. = +/- 21,1662,1464762911323,045SQUARE FOOTAGE9'-4"23'-4"12'-612"19'-8"8"21'-0"52'-0"52'-0"13'-10"2'-9"Exterior Ceilings:1/2” min. thick stucco on 3/8” hi-rib lath attached to horizontaland/or vertical wood framing with nails or staples @ 8" o.c.to provide not less than 1-3/4” penetration into horizontal woodframing and 3/4” penetration into vertical wood framing membersPer ASTM C1063 and Stucco - ASTM C9262'-0"3'-0"4'-8"6'-0"22'-212"8'-6"12'-712"23'-4"1'-6"3'-2"5'-0"3'-2"8'-4"8"22'-2"11'-912"10'-7"12'-112"8"3'-7"2'-1012"3'-312"3'-8"8'-1"3'-5"3'-5"2'-1012"5'-612"8"8"3'-4"5'-0"2'-8"11'-8"8"9'-8"8"14'-012"3'-8"18'-1"8"8"17'-712"4'-612"7'-912"18'-312"8'-5"8"2'-6"16'-0"2'-6"62'-0"8"10'-5 12"2'-3"8'-9"2'-4"2'-4"3'-11"1'-4"28'-8"1'-4"9'-0"3'-8"4'-8"43'-4"10'-4"5'-11"6'-4"3'-8"2'-4"4'-0"2'-4"1'-8"8'-8"2'-0"18'-3"3'-2"4"8"20'-712"12'-4"8"4'-2"1'-1112"8"18'-5"8"10'-4"9"2'-6"9"8"1'-8"MICRO1'-4"6'-8"1'-4"1'-4"8'-0"8'-0"10'-8"6'-4"2'-2"3'-2"4'-6"2'-6"5'-4"1'-0"2'-0"1'-8"1'-4"BEAM PKTBEAM PKT8'-4"P2 POSTTOP @ 11'-5''GIRDERSIMPSON HTS20CONNECTED TOEACH TRUSS ALONGFRAMED BEARINGWALLS U.N.OTRUSS D1(2)HETA20GIRDERP1 POST1'-4"131353'-5"3'-10"2'-0"MASTERBATHMASTERSUITEPERIMETER FLAT CLG 9'-4"COFFER TO 10'-0"LIVINGROOMPERIMETER FLAT CLG 11'-4"COFFER TO 12'-0"3'-6"6'-1012"6'-8"6'-0"RANGEw/ HOOD312" STEP DN.20 MIN.FIRE RATEDSELF CLOSINGDOOR & FRAME7'-0 34"11'-11"4'-0"2'-0"1'-3"5'-6"4'-5"P2 POSTTOP @ 11'-5''16'-1 12"8"8"8'-2"3'-112"3'-9"8'-10"7'-8"4'-8"8"312"8"8"8"9'-8"8"62'-0"58'-0"3'-4"13'-0"FOYERVAULT TO 11'-4" FLAT CLG.DININGVAULT TO 11'-4" FLAT CLG.1'-4"4'-0"2'-8"3'-6"1'-0"5'-2"6'-1012"8"11'-312"8"P3 POSTTOP @ 9'-5"KITCHEN11'-4" FLAT CLG.DEN9'-4" FLAT CLG.BEDROOM 39'-4" FLAT CLG.BEDROOM 29'-4" FLAT CLG.LAUNDRY9'-4" FLAT CLG.2 CAR GARAGE9'-4" FLAT CLG. (ABOVE INTERIOR FIN. FLR.)SIMPSON HTS20CONNECTED TOEACH TRUSS ALONGFRAMED BEARINGWALLS U.N.ODRYERVENTTO ROOFKNEEWALLAND LEGSBELOW3'-2"5'-0"PRESTRESSED8F16-1B-1TPRESTRESSED8F24-1B-1TPRESTRESSED8F16-1B-1TCASTCRETE PRECASTLINTEL SCHEDULE45612310111278913171819141516202122232425261915PCL + 2 COURSE BLK ABOVESET BOTT. @ 10-9"TOP BRG @ 12'-9"PCL + 5 COURSE BLK ABOVESET BOTT. @ 9-5"TOP BRG @ 12'-9"27282913016PCL + 5 COURSE BLK ABOVESET BOTT. @ 9-5"TOP BRG @ 12'-9"211158"1'-8"8"1158"1'-4"TYP. ALL PIERSSET TOP(S) @ 12'-9''7PCL + 5 COURSE BLK ABOVESET BOTT. @ 9-5"TOP BRG @ 12'-9"926PCL + 2 COURSE BLK ABOVESET BOTT. @ 7-5"TOP BRG @ 9'-5"23'-1034"12'-8" FLAT CLG.9'-4" FLAT CLG.203142'-0"2016"W. x 24"H.NICHENOTE:PER OWNER REQUEST,HOLD LEADING EDGEOF COUNTERTOP A MIN.OF 8" INSIDE LIVING ROOMREAR FINISH WALLNOTE:PER OWNER REQUEST,DO NOT INSTALL SHELVINGIN CLOSETS, LINENS, & PANTRY.SHELVING AND ACCESSORIESTO BE LEFT INSIDE GARAGE4" CONCRETELANDINGON GRADE4'-0"4'-0"200 A PANELLOCATE IN FIELDMETER, HOUSING& MAIN 200 ADISCONECTLOCATE IN FIELD5563'-7"WALK-INCLOSETA/Hon standR/ABEARING PARTITION - GARAGE WALL - 4" (U.N.O.)1/2" GYP. BRD. EACH SIDE OF 2x4 WD. STUDS @ 16" O.C.w/ CONT. 2x4 SILL AND DBL. 2x4 TOP PLATESw/ R-11 BATT INSULATIONBRG. PARTITION WALL - INTERIOR - 4" (U.N.O.)1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C.w/ CONT. 2x4 SILL AND DBL. 2x4 TOP PLATESNON-BEARING - INTERIOR PARTITION - 4" (U.N.O.)1/2" GYP. BRD. EACH SIDE OF 2x4 WD. STUDS @ 24" O.C.w/ CONT. 2x4 SILL AND TOP PLATESNON-BEARING - INTERIOR PARTITION - 6"1/2" GYP. BRD. EACH SIDE OF 2x6 WD. STUDS @ 24" O.C.w/ CONT. 2x6 SILL TOP PLATES2x4 @ 16" O.C. w/ 58" PLYWOOD SHEATHING, BOTH SIDESINTERIOR SIDE - STUCCO FINISH ON PAPER BACKED LATHEXTERIOR SIDE - STUCCO FINISH ON PAPER BACKED LATHABOVE ROOF LINE / CRICKETCMU WALLS, PIERS, AND COLUMNS @ ENTRY:GROUT FILLED PCL AND CMU WALLS INTEGRALw/ FILLED CELL CMU PIERS AND COLUMNS.TOP OF PIERS AND WALLS @ 12'-9"ALL EXPOSED SURFACES - STUCCO FINISHTHREE 2x4 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACEAT 12" STARTING 6" FROM ENDS. ATTACH POST TO GIRDER/TRUSSW/ (1) SIMPSON "HTT5" AT TOP, & (2) SIMPSON "HTT4" @ BOTTOM, PERMANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. NOTE: PAD TRUSS AS REQUIRED @ TOP TO ALLOW FOR TRUSS CONNECTOR NOTE: FOR 2x6 WALL(S), USE 2x6 STUDSTWO 2x4 STUDS NAILED TOGETHER WITH 10d NAILS EACH FACE AT 12" O.C.STARTING 6" FROM ENDS. ATTACH POST TO GIRDER/TRUSSW/ (2) SIMPSON "MTS20" AT TOP, & (1) SIMPSON "HTT4" @ BOTTOM, PERMANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. NOTE: FOR 2x6 WALL(S), USE 2x6 STUDSTHREE 2x4 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12" O.C.STARTING 6" FROM ENDS. ATTACH POST TO GIRDER/TRUSSW/ (2) SIMPSON "HTS20" AT TOP, & (1) SIMPSON "HTT4" @ BOTTOM, PERMANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. NOTE: FOR 2x6 WALL(S), USE 2x6 STUDS10'-0" FIN. TO FIN.20'-612" GIDER TRUSS2'-314"4'-6"9B.P. OBSCGLASS DOORSNOTES:- USE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS- INSTALL 12" HIGH STRENGTH CONTROLLED DENSITY GYPSUM WALL BOARD AT ALL CEILINGS.28x14 DSCLEAR GLAZING18x14 DSCLEAR GLAZING18x14 DSCLEAR GLAZING1LINE TO BURIED PROPANE TANKBY SPECIALTYCONTRACTOR16'-8" K1 GIDER TRUSSAND POSTSTRUSS / ATTIC SPACE INSULATION:EXPANDED POLYURETHANE ICYNENE FOAMINSULATION - R-30 AVERAGE (R-3.7 PER INCH x 8")SPRAY APPLIED TO UNDERSIDE OF ROOFSHEATHING AND ENCAPSULATING TOPCHORDS AND FRAMINGCOVERAGE:OVER ENTIRE CONDITIONED SPACES AND GARAGE.PROVIDE VERTICAL THERMAL BARRIERSAT LANAI AND ENTRY USING R 30 BATT INSULATION.OPTION:R-30 BATT INSULATION INSTALLED ABOVEGYPSUM BOARD CEILINGS OVER CONDITIONEDSPACES AND GARAGE WITH VERTICAL THERMALBARRIERS AT LANAI AND ENTRY USINGR 30 BATT INSULATION.2'-8"812"1116" DEEP MULTI-PLYGIRDER TRUSS26'-0"STUCCO ON PAPER BACKED LATHOVER 12" EXTERIOR PLYWOODSHEATHING ON 16" DEEP MULTI PLYWOOD GIRDER TRUSS2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-6"2'-912"2'-912"NOTE: IN GARAGESTUB OUT AND CAPPIPING FOR FUTUREGAS WATER HEATERNOTE:STUB OUT AND CAPPIPING FOR FUTUREGAS RANGE/COOKTOPNOTE:STUB OUT AND CAPPIPING FOR FUTUREGAS DRYER111111118ST. LUCIE COUNTY, FL. 349??(UNASSIGNED) BROCKSMITH RD.CARLOS L. & JENNIFER L. WELLSHARBORVIEW CJW511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953P5 03 MAR 21P4 09 DEC 20P1 11 SEP 20P2 25 SEP 20P3 23 OCT 201/4" = 1'-0"A2FLOOR PLAN3HARBOURVIEW CJW PERMITSET(2021-03-18).dw09/11/20CONNECT BEAM AT EA. END TO WALLW/(1) HHETA16 & (1)MSTCM40CONNECT BEAM AT EA. END TO WALLW/(1) HHETA16 & (1)MSTCM40SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678111 MICROFAN/LIGHTPREWIREFAN/LIGHTPREWIREFAN/LIGHTPREWIREFAN/LIGHTPREWIREFAN/LIGHTPREWIREUSE FAN BOXINSTALL LIGHTUSE FAN BOXINSTALL LIGHTA/Hon standR/A200 A PANELLOCATE IN FIELDMETER, HOUSING& MAIN 200 ADISCONECTLOCATE IN FIELD9'-0"13'-012"FLOOR OUTLETw/ COVER FLUSHw/ FLOOR FINISHFLOOR OUTLETw/ COVER FLUSHw/ FLOOR FINISHeq.eq.eq.eq.1'-712"1'-712"3'-0"5'-1012"3'-8"3'-712"RECESSED L .V. CABINET60" TO CENTER AFFPROVIDE DEDICATED110 V SERVICE FOR(2) OUTLETSTO FLOOD LIGHTAT RIGHT FRONTCORNERTO FLOOD LIGHTAT LEFT FRONTCORNEREQ.EQ.1. ELECTRICAL CONTRACTOR TO VERIFY SERVICE REQUIREMENTS2. 200 AMP SERVICE.3. ALL MATERIALS AND INSTALLATIONS SHALL COMPLY W/APPLICABLE PROVISIONS OF THE CURRENT NATIONAL ELECTRICCODE, STATE & LOCAL CODES AND ORDINANCES ANDREQUIREMENTS OF FLORIDA POWER & LIGHT.4. SMOKE DETECTORS ARE REQUIRED.5. CARBON MONOXIDE DETECTORS AS REQUIRED6. FIELD VERIFY RECEPTACLE LOCATIONS7. ALL CIRCUITS, RECEPTACLES (INCLUDING GFI RECEPTACLES),AND DEVICES TO BE ARC FAULT PROTECTED IN ALL ROOMSWHERE REQUIRED PER NEC 210.12 THE ARC-FAULT CIRCUIT INTERRUPTER(S) SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION8. ALL RECEPTACLES TO BE TAMPERPROOF WHERE REQ'D. BY NEC406.119. RECESSED LIGHTING FIXTURES MUST COMPLY WITH FLORIDAENERGY CODE 606.1.ABC. 1.2.4, PRODUCT APPROVAL (TOTALYENCLOSED).13. GARBAGE DISPOSAL TO BE ON SWITCH CONTROLLED OUTLET.14. BOTH DISHWASHER AND GARBAGE DISPOSAL OUTLETS TO BELOCATED INSIDE CABINET BELOW SINK FOR ACCESS.15. EXHAUST FANS IN BATHROOMS TO EXHAUST DIRECTLY TOEXTERIOR OF STRUCTURE.16. KITCHEN OUTLETS TO BE GFI AND ARCH FAULT PROTECTED.17. FIELD VERIFY WELL PUMP AND AC EQUIPMENT LOCATIONS.18. ALL LIGHTING FIXTURES, RECEPTACLES, AND LIGHT SWITCHESMUST COMPLY WITH ART. 410 OF NEC..19. PROVIDE W/P GFI OUTLET WITHIN 25' OF AC COMPRESSOR.20. WIRE AND INSTALL OUTLET FOR GARAGE DOOR OPENER.21. ALL SWITCHES TO BE DECORA ROCKER TYPE.22. WIRE FOR KITCHEN HOOD ABOVE RANGE MUST BE HOME RUN TO HOUSE PANEL.23. ALL SMOKE DETECTORS MUST BE A MINIMUM OF 3' FROM ANYBATHROOM DOOR.24. ELECTRICIAN TO SUPPLY AND INSTALL ALL SMOKE ANDSMOKE/CARBON DETECTORS.25. ELECTRICIAN TO SUPPLY AND INSTALL DOOR BELL CHIMES,TRANSFORMER, AND ACTIVATION SWITCH.26. ALL CHANGES MUST BE DONE IN WRITING BY GROZA BUILDERS,INC. HOME OWNERS DO NOT HAVE THE RIGHT TO CREATE OR INSTRUCT CHANGES WITHOUT DOCUMENTS.ELECTRICAL NOTES:200 AMP OVERHEADELECTRIC SERVICEeq.FUTURESINK350 CFM HOODVENT TO EXTERIORNOTE: IN GARAGESTUB OUT AND CAPPIPING FOR FUTUREGAS WATER HEATERNOTE:STUB OUT AND CAPPIPING FOR FUTUREGAS RANGE/COOKTOPNOTE:STUB OUT AND CAPPIPING FOR FUTUREGAS DRYER11PLAN REVIEW 1 FEB 21COMMENT 5 & 6ADDED FAN CFMOWNER CHANGES111118ST. LUCIE COUNTY, FL. 349??(UNASSIGNED) BROCKSMITH RD.CARLOS L. & JENNIFER L. WELLSHARBORVIEW CJW511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953P5 03 MAR 21P4 09 DEC 20P1 11 SEP 20P2 25 SEP 20P3 23 OCT 201/4" = 1'-0"A3ELECTRICAL4HARBOURVIEW CJW PERMITSET(2021-03-18).dw09/11/20SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678111 FRONT ELEVATIONSCALE: 14'' = 1'-0''8'-1"4'' RAISEDSTUCCO SILLFLOAT FINISH4'' STUCCO BANDINGRAISED FLOATTOP OF WINDOWS TOFASCIA=11-3/16'' +/-W/2X4 END RAIL2'-2"FLOAT STUCCOFINISH-SCORED8'-1"8'-0"REAR ELEVATIONSCALE: 14'' = 1'-0''ELECTRIC METER(AND, IF REQUIRED MAIN DISCONNECT)FIELD LOCATE2'-2"1'-10"1" x 4'' RAISEDBANDING@ GARAGE BEYONDFLOAT FINISH2'-2"1 12" x 4'' RAISEDCAPITOL @ COL'SFLOAT FINISH2'-10"R8'-0"2'-10"2'-10"1'-0" TYP.1'-0" TYP.LEFT SIDE ELEVATIONSCALE: 14'' = 1'-0''RIGHT (SIDE) ELEVATIONSCALE: 14'' = 1'-0''+ 38.4- 41.8+ 37.1- 40.6+ 35.3- 38.72'-10"1'-0"4" RAISEDBANDINGFLOAT FINISH1 12" x 4'' RAISEDCAPITOL @ COL'SFLOAT FINISH5'-10"+ 40.3- 52.9FLOAT STUCCOFINISH - SCOREDEA. SIDE OF OH DOORFLOAT STUCCOFINISH ON COL'S+ 38.0- 41.4FLOAT STUCCOFINISH ON COL'S4'' RAISEDSTUCCO BANDSFLOAT FINISH4'' RAISEDSTUCCO BANDSFLOAT FINISH4'' x 1 12" RAISEDSTUCCO CAPITOL @ EA. COLUMNFLOAT FINISHLAMINATEASPHALTSHINGLESLAMINATEASPHALTSHINGLES+ 40.3- 54.0+ 40.3- 52.9FIELD FRAMEDCRICKETLAMINATEASPHALTSHINGLESROOF VENTROOF VENTROOF VENT+ 38.8- 42.2+ 38.8- 42.2+ 38.2- 41.6+ 40.3- 52.9+ 40.3- 54.0EGRESSWINDOWEGRESSWINDOWEGRESSWINDOWCENTER OF ELECT. BOX+ 27.0- 30.0LANAI BEYOND+ 38.8- 42.2+ 38.0- 49.3OBSCUREGLAZINGDIRECT SETWINDOWSCLEAR GLAZINGC.U. ON 4" CONC.SLAB ON GRADEFIELD LOCATE3'-0"ROOF VENTROOF VENT3'-0"ROOF VENTROOF VENT3'-0"IMPACT RATEDPVC DIRECT SETFIXED GLASSWINDOWPERFORATEDVINYL SOFFITPANELS- TYP. ALL SOFFITS26 Ga. ALUM FASCIAWRAP OVERP.T. SUB FASCIA26 Ga. ALUMDRIPSET GRADE 6"(4" MIN.) BELOWFIN. FLOOR+ 36.3- 39.78'-1"8'-1" FLORIDA BUILDING CODE RESIDENTIAL 2020 7th EDITIONBASIC WIND SPEED: 170 MPHRISK CATEGORY: IINOMINAL WIND SPEED (vasd): 132 MPHFLOOD ZONE: ZONE XINTERNAL PRESSURE COEFFICEINT: +/-0.18EXPOSURE CATEGORY: CSTRUCTURAL FORCES:FLOOR LIVE LOAD: 40 PSFROOF LIVE LOAD: 30 PSFFLOOR DEAD LOAD: 30 PSFROOF DEAD LOAD : 25 PSFROOF SLOPE: 5/12COMPONENTS AND CLADDING DESIGN PRESSURESZONE 1: +23.3/-37.0ZONE 2: +23.3/-64.4ZONE 3: +23.3/-95.2ZONE 4: +40.3/-43.7ZONE 5: +40.3/-54.0WINDOW AND DOOR WIND PRESSURE DESIGN LOADINGWINDOWS: +40.3/-64.0DOORS: +36.4/-41.8GARAGE DOOR: +27.0/-30.0MEAN ROOF HEIGHT: 15 FEETSTUCCO ON PAPER BACKED LATHOVER 12" EXTERIOR PLYWOODSHEATHING ON 16" DEEP MULTI PLYWOOD GIRDER TRUSS11LANAI BEYONDFACE OF GARAGEBEYOND11115'-10"8ST. LUCIE COUNTY, FL. 349??(UNASSIGNED) BROCKSMITH RD.CARLOS L. & JENNIFER L. WELLSHARBORVIEW CJW511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953P5 03 MAR 21P4 09 DEC 20P1 11 SEP 20P2 25 SEP 20P3 23 OCT 201/4" = 1'-0"A4ELEVATION5HARBOURVIEW CJW PERM09/11/20SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678111 1-HETA20UL= 268 (LC 12)UL= 272 (LC 12)UL= 519 (LC 12)UL= 1266 (LC 08)UL=217 (LC 12)UL=175(LC 12)UL=192(LC 12)UL=159(LC 12)1-HETA20UL=549(LC 08)UL=175(LC 12)UL=192(LC 12)UL=159(LC 12)UL=549(LC 08)UL=175(LC 12)UL=192(LC 12)UL=159(LC 12)UL=549(LC 08)UL=159(LC 12)UL=175(LC 12)UL=175(LC 12)UL=549(LC 08)UL=217 (LC 12)UL=217 (LC 12)UL=217 (LC 12)UL=217 (LC 12)UL=175 (LC 12)UL=175 (LC 12)UL=175 (LC 12)UL=175 (LC 12)UL=175 (LC 12)UL=175 (LC 12)UL=175 (LC 12)UL=159(LC 12)UL=159(LC 12)UL=282(LC 08)UL=282(LC 08)UL=175 (LC 12)UL=188 (LC 12)UL=176 (LC 12)UL=157 (LC 12)UL=159(LC 12)UL=175(LC 12)UL= 192 (LC 12)UL= 217 (LC 12)UL= 217 (LC 12)UL= 217 (LC 12)UL= 217 (LC 12)UL= 217 (LC 12)UL= 217 (LC 12)UL= 217 (LC 12)UL= 346 (LC 08)UL= 1057 (LC 08)UL= 695 (LC 08)UL= 346 (LC 08)UL=549(LC 08)UL= 416 (LC 08) UL= 290 (LC 08)UL= 326 (LC 12)UL= 99 (LC 08)UL= 217 (LC 12)UL= 217 (LC 12)UL= 217 (LC 12)UL= 217 (LC 12)UL= 217 (LC 12)UL= 217 (LC 12)UL= 217 (LC 12)UL= 217 (LC 12)UL= 217 (LC 12)UL= 217 (LC 12)UL= 217 (LC 12)UL= 217 (LC 12)UL= 217 (LC 12)UL= 217 (LC 12)UL= 217 (LC 12)UL= 217 (LC 12)UL= 217 (LC 12)UL= 248 (LC 12)UL= 240 (LC 12)UL= 261 (LC 12)UL= 226 (LC 12)UL= 251 (LC 12)UL= 185 (LC 12)UL= 267 (LC 12)UL= 185 (LC 12)UL= 166 (LC 12)UL= 152 (LC 12)UL= 405 (LC 12)UL= 1165 (LC 08)UL= 586 (LC 08) UL= 686 (LC 08)UL= 475 (LC 12)UL= 475 (LC 12)UL= 1131 (LC 08) UL= 2050 (LC 08)UL= 310 (LC 12) UL= 335 (LC 12)UL= 310 (LC 12) UL= 335 (LC 12)UL= 310 (LC 12) UL= 335 (LC 12)UL= 310 (LC 12) UL= 335 (LC 12)UL= 310 (LC 12) UL= 335 (LC 12)UL= 310 (LC 12) UL= 335 (LC 12)UL= 310 (LC 12) UL= 335 (LC 12)UL= 310 (LC 12) UL= 335 (LC 12)UL= 315 (LC 12) UL= 330 (LC 12)UL= 334 (LC 12) UL= 310 (LC 12)UL= 527 (LC 08)UL= 286 (LC 12)UL= 269 (LC 12)UL= 707 (LC 08)UL= 244 (LC 12)UL= 261 (LC 12)UL= 269 (LC 12)UL= 261 (LC 12)UL= 199 (LC 12)UL= 859 (LC 12)UL= 151 (LC 12)UL= 912 (LC 12)UL= 150 (LC 12)UL= 912 (LC 12)UL= 184 (LC 12)UL= 867 (LC 12)UL= 171 (LC 12)UL= 883 (LC 12)UL= 164 (LC 12)UL= 888 (LC 12)UL= 233 (LC 08)UL= 865 (LC 08)UL=159(LC 12)UL= 67 (LC 12)UL= 124 (LC 12)UL= noneUL= 939 (LC 12)UL= 931 (LC 12)UL= 519 (LC 12)UL= 855 (LC 12)UL= 537 (LC 12)UL= 140 (LC 12)UL= 837 (LC 12)UL= 540 (LC 12)UL= 128 (LC 12)UL= 866 (LC 12)UL= 523 (LC 12)UL= 789 (LC 12)UL= 727 (LC 12)UL= 797 (LC 12)UL= 719 (LC 12)UL= 803 (LC 12)UL= 713 (LC 12)UL= 1803 (LC 08)UL= 1677 (LC 08)UL=265(LC 08)UL= 418 (LC 12)UL= 527 (LC 12)UL= 262 (LC 12)UL= 243 (LC 12)UL= 236 (LC 12)UL= 236 (LC 12)UL= 236 (LC 12)UL= 236 (LC 12)UL= 236 (LC 12)UL= 236 (LC 12)UL= 166 (LC 12)UL= 166 (LC 12)UL= 299 (LC 12)UL= 4228 (LC 08)UL= 4018 (LC 08)3-CS163-CS16CONNECTOR SCHEDULETYPICAL TRUSS TOMASONRY WALL1810UPLIFT FORCECONNECTOR(1) SIMPSONHETA20(STRAP)LATERAL LOADPARALLEL TOBEAM F1LATERAL LOADPARALLEL TOBEAM F2NAILS, QUANTITY, & SIZEPER CONNECTOR SPEC'S.- 10d NAILS TO BE1-1/2" LONG FORSINGLE MEMBER TRUSS(14) 10d x 1-1/2" NAILSEA. CONNECTORADD 2x4 SCAB 12" LONG TO1PLY TRUSS 8-16d NAILSTRUSS TO PLATE / STUDWOOD FRAMEBEARING WALL(1) SIMPSONHTS20(STRAP)(24) 10d x 1-1/2" NAILSEA. CONNECTOR(2) SIMPSONHETA20(STRAP)(9) 10d x 1 12" TO TOP CHORD OF GIRDER(9) 10d x 1 12" TO TRUSS1-HETA202-HETA201-HTS202-HTS20H 10 ACONNECTOR TAG PLACEMENTTRUSS TO PLATE / STUDWOOD FRAMEBEARING WALL / POSTTRUSS(ES) TOMASONRY WALL250013103401060----------------7251310----------------1040(1) SIMPSONH10ASTORM TIE(2) SIMPSONHTS20(STRAP)(24) 10d x 1-1/2" NAILSEA. CONNECTOR(9) 10d x 1-1/2" NAILSEA. CONNECTOR26201W2W3W4W1C2C3C4C5C6C17C234561110987TRUSS TO PLATE / STUDWOOD FRAMEBEARING WALL / POST(3) SIMPSONCS16(STRAPS)3-CS16(36) 10d x 2 12" NAILS TO TRUSS(36) 10d x 2 12" TO WOOD POSTEA. CONNECTOR (STRAP)2-HETA202-HTS202x4 WD FRAME WALL1-HTS202x4 WD FRAME WALL1-HTS202-HTS201-HTS202x4 WD FRAME WALL2x4 WD FRAME WALL1-HTS201-HETA201-HETA201-HETA201-HETA201-HETA201-HETA20UL=282(LC 08)1-HETA20UL=192 (LC 12)UL= 63 (LC 12)5 / 12 ROOF PITCH, 12" OVERHANG, TYP. 12" OVERHANG @ ENTRY,COMPOSITE LAMINATE ASPHALT SHINGLESOVER APPROVED FELT UNDERLAYMENTSOVER PLYWOOD SHEATHING26 Ga. ALUM DRIP & 26 Ga. GALV. MTL FLASHINGSLOPED FASCIAS :ALUM WRAP OVER 2x SUB-FASCIAHORIZONTAL PERFORATED VINYL SOFFITS (UNO)PROPOSED ROOF PLANROOF SHEATHING58" (1932") APA RATED EXPOSURE 140/20 CDX EXTERIOR PLYWOOD SHEATHINGSECURED TO TRUSSES USING FASTENERS AND SPACINGPER ROOF SHEATHING ATTACHMENT DETAILROOF SHEETINGATTACHMENT DETAIL1. MINIMUM ROOF SHEATHING THICKNESS PER TABLE R803.2.2 (FBC 2020 7th EDITION) 170 MPH, EXPOSURE 'C' 1932" ( 58") (20/40)2. MINIMUM NAIL SIZE: 8d RING SHANK (MIN. 2 12"' LONG) RSRS-03 (2 12" X 0.131")3. MINIMUM SCREW SIZE: #8 x 2 12"4 FASTENER SPACING PER TABLE R803.2.3.1 (FBC 2020 7th EDITION) 170 MPH, EXPOSURE 'C' WITHIN 48" OF PERIMETER EDGE & 48" EA. SIDE OF RIDGE /HIP RIDGE EGDE: 3" o.c. FIELD: 3" o.c. 48" FROM PERIMETER EDGE & RIDGE /HIP RIDGE 6" o.c.AT GABLE ENDS:9" MAX SHEATHING CANTILEVER WITHOUTGABLE OVERHANG FRAMINGAT GABLE ENDS:9" MAX SHEATHING CANTILEVER WITHOUTGABLE OVERHANG FRAMINGHatch Legend9'-5" A.F.F12'-9" A.F.FA17A16A15A14A13A12A11A10A9A8A7A6A5A4A3A2B4HJ7CJ1CJ3CJ5CJ1CJ3CJ5EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7EJ7B1B2B3HJ7CJ1CJ3CJ5CJ1CJ31CJ51EJ7EJ7EJ7EJ7EJ7EJ7EJ7K1C6C5C4C3C2C1B5B6B7B7B7B7B7B7B8C8C7HJ7 HJ7EJ7EJ7CJ1CJ3CJ5CJ1CJ3CJ5EJ7EJ7CJ1CJ3CJ5CJ2CJ4CJ6EJ7B8G3G2G1G1HJ7CJ1CJ3CJ5CJ1CJ3CJ5EJ7EJ7D5D4D3D3D3D3D3D3D2D1M2HJ3HJ3EJ3CJ1CJ1EJ3CJ1CJ1EJ3M1L2L1EJ31EJ3EJ3HJ3CJ1CJ1EJ3N1HJ11HJ11EJ32EJ32 CJ21CJ21EJ3N2EJ3HJ21CJ1CJ1D2EJ7FG1V1V2V3V4V5V6V7V8V9V10DRYERVENT9'-5" BRG WALLTO C/L OF POSTTO C/L OF POST2.5/12 VAULT >>>9'-5" CLNG9'-5" CLNG9'-5" CLNG11'-5" CLNG11'-5" TO 12'-5COFFER (+12" CLNG)TOP OF POST@ 11'-5"TOP OF POST@ 11'-5"ATTIC AHUSTORAGE9'-5" TO 10'-1COFFER (+8" CLNG)2'-0"HEEL HEIGHT6TRUSS END DETAILPLUMB CUT OVERHANG124-3/16"9'-5" BRG WALL9'-5" BRG WALL12'-9" CLNGTO C/L OF POST5PLY16" DEEP FLATTOP @ 9'-5"BTM @ 8'1"8'-1"BRG8'-1"BRG18' 4 1/2"17' 7 1/2"4' 6 1/2"19' 8"58' 0" 53' 8"62' 0" 21' 0" 52' 0" 23' 4"28' 8"52' 0" 8' 4"16' 10 1/4"16' 8"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 7' 0" 9' 2"18' 4 1/2"7' 9 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 7' 0" 22' 2"21' 6"35' 2"2' 0" 2' 4"4' 0" 2' 4"1' 8"2' 4"2' 4"4' 8"3' 8"10' 8"8' 0" 5' 4"1' 0" 2' 0" 62' 0" 8' 8"3' 0" 13' 0 1/2"10' 4"43' 4"13' 6 3/4"19' 11"13' 0 1/2"22' 6 1/2"3' 0" 3' 0" 7' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 2"2' 2"2' 2"2' 2"7' 0" 2' 0" 2' 0" 1' 0" 1' 10 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 1' 1 1/2"2' 0" 9' 0 1/4"8' 4"18' 1 1/2"1' 0" 5' 9 3/4"26' 5 3/4"16' 5"2-HETA201-HETA20@ INTERIOR WALLH10A@ EXTERIOR SIDE OF 5 PLY GIRDER(22) 10d NAILS EA.STRAP1-MGT3965(1) SIMPSONMGTSPECIALTY TRUSS TOMASONRY WALLTRUSS TO PLATE /TOP CHORD OFGIRDER TRUSS8ST. LUCIE COUNTY, FL. 349??(UNASSIGNED) BROCKSMITH RD.CARLOS L. & JENNIFER L. WELLSHARBORVIEW CJW511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953P5 03 MAR 21P4 09 DEC 20P1 11 SEP 20P2 25 SEP 20P3 23 OCT 201/4" = 1'-0"A6ROOF PLAN6HARBOURVIEW CJW PERM09/11/2009 /11/20SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678111 FOOTING AT CORNERBEAM CORNER DETAILMASONRY TO FRAME BEARING WALL CONNECTION1/2'' X 8'' WEDGE ANCHORS @ 32'' O.C.HURRICANE TIE AT EACH TRUSSPROVIDE SIMPSON HTS20GENERAL NOTES:TRUSS CONNECTOR NOTES:1. PROVIDE SIMPSON (1)HETA 20 HURRICANE STRAPAT EACH TRUSS TO TIE-BEAM CONNECTION,UNLESS NOTED OTHERWISE.TYPICAL WALL SECTIONWINDOW8"x8"x16" CONC. BLOCKWOOD BASEvaries see planBLOCK FILLED INJECTEDKNEEWALL DETAILFOAM INSULATION R-4W/ (2) WASHERS & NUTSNOTE: LANAI AND ENTRY PORCHCEILINGS ARE STUCCO FINISHTO WALL WITH "F" CHANNELUSING "T-NAILS" AT 16" O.C. (MIN.(I.E., 4d ROOFING COIL NAILS)AND BATTEN WITH O.12" DIAMETER,1-1/2" LONG, SMOOTH SHANK NAILS5/8" LENGTH) AND TO FASCIA BOARDAT 12" O.C.FLOOR LINEGRADE SHALL BE ~4" BELOW FINISHCEMENTIOUSDECORATIVECOATING16"W X 16"H CONC. FOOTING (OR AS NOTED ON FND. PLAN)W/(2) #5 BARS CONT.CONC. STD. 90° HOOK TOP & BOTTOMMIN. 25" LAP. PROVIDE INSPECTION1x2 P.T. WD. FURRING 1/2" DRYWALL OVERPROCTOR MAXIMUM DRY DENSITYOF 95% OF THE MODIFIED COMPACTED TO A MINIMUM FILL MUST BE CLEAN ANDHOLES.OVERHANG DOES NOT REQUIRE BATONS IF 12" OR LESSBE AS DESIGNATED ON PLANSALL STRAPS TO TRUSSES SHALLHURRICANE STRAP @ EA. TRUSS;ATTACH WITH ROOF NAILSAT 12" O.C.; STAGGER WITHALUMINUM DRIP EDGE2x4 END RAIL; ATTACH(2) 12d, FACE NAILED2x4 TO TRUSSES WITHATTACH FASCIA WITH ROOFALUMINUM FASCIA OVERNAILS AT 12" O.C.; STAGGERVINYL SOFFIT- ATTACHPREFINISHED PERFORATED26 GAUGE (MIN.)DRIP EDGE NAILS26 GAUGE (MIN.)FASCIA NAILSCOMPOSITE SHINGLES ON #30 FELT OVER 5/8'' CDX (MIN) - SHEATHING W/8d THROUGHOUTRINGSHANK NAILS AT 6" O.C. 5/8" DRYWALL ORINSULATION R-30OR PER ENERGY CALC'S1/2" CD. BOARD CLG.UNLESS NOTED. FILLED W/ 3000 PSIFOR LOCATIONS. 1- #5 RE-BAR TYP.VERTICAL REINFORCING - SEE PLANWITH GALV. BEARING PLATESPRE-ENGINEERED WOOD TRUSSESINTERMEDIATE BATTENS AREIF OVERHANG EXCEEDS 24"REQUIRED 12" O.C.SINGLE 8" U-BLOCK WITH (1) #5 RE-BAR TOP CONTINUOUSIN EACH U-BLOCKWELL COMPACTED EARTH JOINTS, OVER TERMITE TREATED, BARRIER W/ TAPED & LAPPED ON A 6 MIL VISQUEEN VAPOR FIBERMESH OR 6X6X10/10 WWM 4" CONC. SLAB, 3000 PSI, W/16"16"(1) COURSE 9'' BLK12" OVERHANGBAFFLE/VENTEXT. SWING DOORATTACHMENT DETAIL1X2 P.T. FURRING1X8 P.T. DOOR BUCKATTACHED W/ 1-1/2'' "T" NAILS@ 4'' FROM EACH END AND18'' O.C. (SINGLE LEAF) &12'' O.C. (DBL LEAF)BRICK MOLDINGSTYP. STUCCO1/2'' DRYWALLFILLED BLOCK 1#5FOILHINGED SWING DOORDOOR JAMB ATTACHED W/ 1/4'' X 3-1/2'' TAPCONS@ 6'' EACH END & 18'' O.C. (SINGLE LEAF) &12'' O.C. (DBL LEAF)CASING1X2 P.T. FURRING1X2 P.T. FURRING1X6 P.T. DOOR BUCKATTACHED W/ 1-1/2'' "T" NAILS@ 18'' O.C. VERTDOOR FRAMEATTACH TO CONC. BLOCKTHROUGH WOOD DOORBUCK W/ 3/16'' X 2-3/4'' TAPCONS.FILL ALL HOLES. 1-1/4'' MIN EMBEDMENTTYP. STUCCOS.G.D. ATTACHMENT DETAIL1/2'' DRYWALL1X2 P.T. FURRING1X2 P.T. FURRING1X4 P.T. WINDOW BUCKATTACHED W/ 1-1/2'' "T" NAILS@ 18'' O.C. VERTWINDOW FRAMEATTACH TO CONC. BLOCKTHROUGH WOOD WINDOWBUCK W/ 3/16'' X 2-3/4'' TAPCONS.FILL ALL HOLES. 1-1/4'' MIN EMBEDMENTTYP. STUCCOWINDOW ATTACHMENT DETAIL1/2'' DRYWALLCONCRETE FOOTER2X BLOCKINGAS REQUIREDBY FLORIDABUILDING CODERESIDENTIALSTUD ALONG BLOCKWALL TO BE P.T.TAPCON SCREWS #10 X 3''@ 16'' O.C. OR 1/2'' DIM. X5-1/2'' LG. REDHEADS W/2'' DIM. X 1/8'' WASHERSTRAP DBL TOP PLATE TOEA. STUD USING SIMPSON SPSTRAPS. ADJUST THE STRAP SIZETO MATCH STUD WIDTH.2X STUDSSEE WALL SECTIONSFOR APPLICABLE WIDTHSAND STUD SPACINGCONTRACTOR TO FILL LASTCELL SOLID WITH CONCRETE AND (1) #5 BAR VERT. FOR FRAME WALLATTACHMENTBEAM - SEE TYPICAL SECTIONAT BLOCK WALLNOMINAL8"X 16" C.M.U. DETAILCONCRETE FILLED CELL8"x16" CMUNOMINALVERTICAL #5REBAR (TYP.)16"8"ACCOMMODATE BRACKETS. ATTACHUSE 2x8 PRESSURE TREATED WOOD BUCKGARAGE DOOR SPRING BUCK INSTALLATION2X6 BLOCKING FORLENGTH OF 4"INTO CMU; MIN.THRU 2X BLOCK1/4" TAPCONWITH 3" WASHERS STARTING AT 8" FROM EACH ENDINSTALLATION DETAILTYPICAL GARAGE DOOR BUCK AND VERTICAL TRACKUSE 2x6 PRESSURE TREATED WOOD BUCKS ATTACHEDGARAGE DOOR BUCK INSTALLATION GARAGE OVERHEAD DOOR CONNECTIONONE 1/2" x 1-5/8" LAGSCREW PER TRACK BRACKET2x6 P.T. S.Y.P. BUCKAS PER MANUFACTURER12 GA. GALV. STEEL VERTICAL TRACKWEDGE ANCHORN.T.S.JAMBTWO (MIN.)MOUNTINGSPRINGBRACKET FORBRACKETSBRACKET FORMOUNTINGGLIDE ROD2x6 PT with 1/2” x 7” wedge anchors with square washersAND SPACED NO MORE THAN 32" o.c.WITH A MINIMUM OF FOUR 1/2" ø WEDGE ANCHORSOF SUFFICIENT HEIGHT TO CONCRETE NAILS AT 4" O.C.WOOD BEAM TOCBS WALL ATTACHMENTCBS WALL(4) SIMPSON STRAPLSTA15 FASTENED W/(12) 10d NAILS EACHDBL 2'' X 12'' WOOD BEAM4''X4'' WOODPOST CENTEREDON CBS WALLPOST CONNECTED TO CBSWALL W/ SIMPSON ABU44FASTENED W/ 1/2'' X 6'' TITEN HDAND (12) 6d NAILS INTO POSTSIMPSON SP4 OR SP1OR USP TP4X FROMSTUD TO BOT. PLATE1/2"x8' WEDGE ANCHORAT 32" O.C.8" CMU WALLLINTEL2x4 P.T.CLIP EACH TRUSS(SEE FLOOR PLAN FOR TYPE)FRAME OUT TOBLOCK EDGESTUD ANCHORING:STUD TO TOP PLATE,SIMPSON SP4 OR SP22x4 SYP @ 16" O.C. TO 48" HIGH2x6 SYP @16" O.C. 48" TO72" IN HEIGHTCOMMONS @ 6" ONEDGES & 12" INFIELD7/16" OSB W/8dENTRY CMU COLUMN/HEADERFOR BEAM SPEC.SIMPSON HETA18EACH END OFEACH BEAMSEE FLOOR PLANCONTINUOUS BOTTOM CHORD BRACINGCROSS BRACING DETAIL (TYP.)2x4 MINIMUMPER JOINT(3) 12d NAILS(SEE PLAN FORCROSS BRACINGMINIMUM 2x4 LOCATIONS)10d AT 4" O.C. BOTH SIDESHEADER AT RAISED ENTRY/CMU WALLTYPICAL BLOCKUSE (2) SIMPSON MSTAM24WITH (9) 10d AND (5)1/4"x2-1/4" TITENSALTERNATE HOLDOWN:WALLTIE BEAMW/(10) 16d EACH TOPOST(2) SIMPSON HETA18'sBUILT-UP 2x4's OR4x4 POSTBEAM - SEE FLOORPLAN FOR SPECSOF 2x4 TO BEAMSUPPORT COLUMN(4) 10d EACH SIDER703.4 Flashing.Approved corrosion-resistant flashing shall be applied shingle-fashion in a manner to prevent entry of waterinto the wall cavity or penetration of water to the building structural framing components. Self-adheredmembranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed atthe juncture with the building wall with a sealant complying with AAMA 800 or ASTM C 920 Class 25 GradeNS or greater for proper joint expansion and contraction, ASTM C 1281, AAMA 812, or other approvedstandard as appropriate for the type of sealant. The flashing shall extend to the surface of the exterior wallfinish. Approved corrosion-resistant flashings must be installed. Sher-Crete flexible concrete waterproofer orequal.5/8" stucco (horizontal application) and7/8" thick stucco (vertical application) on3/8” hi-rib lath attached to horizontal andvertical wood framing with nails or staplesto provide no less than 1-3/4” penetrationinto horizontal wood framing and 3/4”penetration into vertical wood framingmembers8ST. LUCIE COUNTY, FL. 349??(UNASSIGNED) BROCKSMITH RD.CARLOS L. & JENNIFER L. WELLSHARBORVIEW CJW511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953P5 03 MAR 21P4 09 DEC 20P1 11 SEP 20P2 25 SEP 20P3 23 OCT 20CustomHARBOURVIEW CJW PER3/18/21S1STRUCTURAL909 /11/20SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678 NOTE: NON BEARING WALL DETAIL IS INACCORDANCE WITH 602.2 OF THEFLORIDA BUILDING CODE 6TH EDITIONCONCRETE FOOTER2X BLOCKINGAS REQUIREDBY FLORIDABUILDING CODERESIDENTIAL2X4 STUDSSEE WALL SECTIONSFOR APPLICABLE WIDTHSAND STUD SPACING@ 24" O.C.NON- BEARING WALL CONNECTIONPRE-MANUFACTUREDTRUSSESFRAME BRG. WALL W/ OPENING(2)2x12 HEADER OR ASNOTED ON THE PLANSTYPICAL CONNECTOR DETAILCONCRETE FOUNDATIONAS NOTED ON PLANS(1) SIMPSON "SPH4"PER STUD. NOTE: (2)JACK STUDS & (1)KING STUD (MIN)1/2" Ø WEDGE ANCHORS, 8"DEPTH WITHIN 6" OF STUDS; & 32'' O.C.FOR REMAINING WALLW/3" HOOK AND 3" ØWASHERS. NOTE: ALTERNATIVEHOLDDOWN IS SIMPSON "HTT4"ATTACHED TO STUDS.(2) SIMPSON "LSTA21"STRAPS PER SIDE PERHEADERCONNECT TRUSSES TO LOAD BEARWALL AS NOTED ON THE PLANS.NOTE:BEARING WALLS THAT GOINTO BLOCK WALLS ATTACHWITH WEDGE ANCHORS 32'' O.C.VERTICALLY UP WALL2X12 HEADER NOTE:(2)2X12 TO SANDWICH(1) 1/2" PLYWOOD W/(2) ROWS OF 3" NAILS @6" O.C.BEAM PER PLANFOOTER PER PLAN12'-8"8'-8"1'-4"6'-0"1'-4"ENTRY DETAILBEAM PER PLANFOOTER PER PLAN1'-4"8'-8"9'-4"ARCH FRAME DETAILBEAM PER PLAN2"x4" PT2"x4" PT(TOP)2"x4" GUSSET W/(2) 16d EA END2"x4" BLOCKINGW/ (2) 10d EA.END15/32" 3-PLYSHEATHING EA.SIDE10d COMMONS@ 4" O.C.VARIES-9' MAX1'-4"1'-4"3/16" TAPCONS16" O.C WITH1-1/4"EMBENDMENTNOTE:PROVIDE (2) LAYERS"GRADE D"(OR EQUIV.) MOISTURE BARRIER,WIRE LATH ATTACHED 7" O.C. &7/8" STUCCO PER ASTM C926OVER WD. FRAMED ARCHSEEELEV. PLANDETAIL @ FRONT ENTRY8ST. LUCIE COUNTY, FL. 349??(UNASSIGNED) BROCKSMITH RD.CARLOS L. & JENNIFER L. WELLSHARBORVIEW CJW511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953P5 03 MAR 21P4 09 DEC 20P1 11 SEP 20P2 25 SEP 20P3 23 OCT 201/4" = 1'-0"HARBOURVIEW CJW PER3/18/21S2STRUCTURAL10SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678 Job #: 751 Performed by Vicki Lynne Nisa for: Santana Autry Residence TBD S Brocksmith Rd Ft Pierce, FL 34945 Air Calcs, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772.800.8413 vickilynne@aircalcs.com Scale: 1 : 86 Page 1 Right-Suite® Universal 2019 19.0.19 RSU27054 2020-Jun-15 13:47:11 ...cksmith Rd Santana Autry GBI.rup N Level 1 Garage Bed 4 Bed 3 Laundry Bed 2 Bath M Bath WIC Clst M Hall Master Bedroom FoyerDining Rm Kitchen Pantry Hall Living Room 12 x 12 216 cfm 10 x 6 65 cfm 8 x 8 105 cfm 6 x 6 55 cfm 12 x 12 119 cfm 12 x 12 87 cfm 12 x 12 170 cfm 24 x 18 965 cfm 12 x 8 119 cfm 10 x 6 87 cfm 12 x 8 170 cfm 8 x 4 45 cfm 14 x 14 327 cfm 10 x 10 131 cfm 10 x 10 131 cfm 8 x 8 110 cfm 10 x 10 154 cfm 8 x 8 105 cfm 12 x 12 216 cfm 12 x 8 156 cfm 20 " 7 " 6 " 8 " 18 " 10 " 7 "5 " 9 "6 " 7 " 8 " 14 " 16 " 7 "4 " 6 "6 " 7 " 12 " 9 " 12 " 8 " 5 " 7 "