HomeMy WebLinkAboutPLANS8RECONSTRUCTED HOUSE FORFREDERICK & MARY DONGHIA509 N. 43 ST. FT. PIERCE, FL. 34947511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953P1 08/24/20P2 09/29/20P3 10/21/20FRONT (WEST) ELEVATIONSCALE:14'' = 1'-0''TOP OF WINDOWS TO FASCIA=11-3/16'' +/- W/2x4 END RAILCOMPOSITE LAMINATEASPHALT SHINGLEROOFINGSTUCCOFINISHTYP. O.H.24" OVERHANGOVER DOORSALUM DRIPTYP. ALL SIDESALUM. FASCIA& PERFORATEDSOFFITTYP. ALL SIDESCONCRETELANDING & WALK150 ADISCONNECTFIELD LOCATECONDUIT TO EXISTON SITE METER ANDSERVICE POINTNON-IMPACTS.C. DOORSNON-IMPACT RATEDPVC SINGLE HUNGWINDOWS+ 39.2- 42.6+ 38.5- 41.9+ 38.5- 41.9ROOF PLANSCALE:18" = 1'-0''22"x30"ATTICACCESSHIP RIDGERIDGEROOF 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.HIP RIDGEHIP RIDGEHIP RIDGE1'-0"1'-0"2'-6"17'-8"1'-0"1'-0"1'-0"1'-0"1'-0"ST LUCIE COUNTY BUILDING & CODE REGULATION DIVISION PRODUCT APPROVAL SUBMITTAL AFFIDAVITBUILDING PERMITOWNERS NAMECONTRACTOR - GROZA BUILDERS CONTRACTOR'S ADDRESS 511 SW PORT ST LUCIE BLVD PORT 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.NAME SIGNATUREDESIGN FIRM CERT. NOMANUFACTURER MODEL / TYPE GLAZING DESCRIPTIONF.P.A. OR NOA (MIAMI DADE)BUILDING DESIGNPRESSURESMETHOD OF ATTACHMENTPRODUCT DESIGNPRESSURESDATEHURRICANE PANELSLESS THAN 6' SPANFPA: FL 11968.3 R5APPR. DATE: 12-15-20+70.0 / -80.0EASTERN METAL SUPPLYFREDERICK & MARY DONGHIAENTRY DOOR - OUT SWINGNON IMPACT RATEDSEE COVER SHEET14" TAPCONS @ 14" O.C. w/ 114" EMBEDAND 6" OFF CORNERSPLASTPRO INC.FIBERGLASS FRAME, OPAQUESINGLE LEAFFPA: FL 17184.13 R8 NON IMPACTAPP. DATE: 10-13-20SECONDARY DOOR - OSNON IMPACT RATED+/- 50 PSFSEE COVER SHEET14" TAPCONS @ 14" O.C. w/ 114" EMBEDAND 6" OFF CORNERSPLASTPRO INC.FIBERGLASS FRAME, OPAQUESINGLE LEAFFPA: FL 17184.13 R8 NON IMPACTAPP. DATE: 10-13-20+/- 50 PSFSEE ELEVATION SHEETSee FPA installation details sheets providedWINDOWS - SINGLE HUNGNON-IMPACT RATEDCWS WINDOWS.LOW-E 366 INSULATEDFPA: FL 4091.2 R9 NON IMPACTAPPR. DATE 10-13-20SH8100 PVC SINGLE HUNG+70.0 /- 84.4 PSFSH 25+70.0 /- 71.6 PSFSH 35ROOF FINISHSOFFITKAYCAN 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: 12-12-17+/- 46 PSFUnderlayments must be ASTM D226 Type II,ASTM D4869 Type IV, & D6757Complying w/FBC-R 2020, 7th Ed. R905.1.1.1VARIOUS SUPPLIERSPer FBC-R R905.1.1.1 : (2) layers min overlapped 19"secured w/ 1" dia. mtl. taps and 0.083 dia. shank nails34" min into shthg. @ 12" o.c. in field, 6" o.c. along edgesUNDERLAYMENTSPEEL & STICKUNDERLAYMENTSNAILABLEVARIOUS SUPPLIERSUnderlayments and joint coveringsmust be ASTM 1970Complying w/FBC-R 2020, 7th Ed. R905.1.1.1Per FBC-R R905.1.1.1 :installed per both underlayment manufacturer's androof covering manufacturer's installation instructions6 ROOFING NAILS PER TAB, CLASS F OR HIKO iNDUSTRIESLAMINATE ASPHALTSHINGLESNOA: 16-0329.13EXP. DATE: 05-05-2124 Ga. 'BERTHA' 2" DEEPGALV. STL. STORM PANELSDIRECT MOUNT:14" d. - 20 x 112" long, sidewalk boltsw/ 212" edge distance @ 12" o.c. max., top and bott.1############DONGHIA (2021-02-252/26/21C1COVER1SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678DRAWING INDEXC1 COVER PAGEA1 FOUNDATION PAGEA2 FLOOR PLANA3 ELECTRICAL PLANA4 EXTERIOR ELEVATIONSA5 ROOF PLANA6 HVAC PLANS1 ENGINEER DETAIL PAGES2 ENGINEER DETAIL PAGEA CUSTOM HOME FOR:GROZA BUILDERS, INC.DONGHIA FMDFREDERICK & MARY DONGHIA509 N. 43rd ST.FT. PIERCE, FL 34947
15'-512"34'-1"2'-838"3'-014"2'-058"5'-034"13'-112"7'-334"4'-4"8'-914"11'-114"COOLANTLINESVERIFYWASHERGREY BOXSLAB NOTE3000 PSI CONCRETE SLAB4'' THICK W/ FIBERMESH(OR 6''X6'' 10 /10 W.W.F.)OVER 6 MILL VISQUEEN ANDCLEAN, COMPACTED, TERMITETREATED FILLRECESS 1 12"AT DOORRECESS 1 12"AT DOOR3'-2"10'-712"2'-10"2'-0"29'-4"3'-2"4'-6"6'-0"4'-0"34'-1"3'-2"3'-2"12'-0"3'-4"COOLANTLINESVERIFY20'-0"4'-4"1'-4"7'-0"6'-6"T.O. FIN. SLAB: 0'-0"TYPICAL CONCRETE SLABFILL TO BE TREATED FOR TERMITES BEFORE CONCRETE SLABFINISH FLOOR6 MIL POLY VAPOR BARRIERCOMPACTED FILLPOURING BUT AFTER PLUMBING ROUGH IN.FIBER-MESH MATERIALTERMITE 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.F1 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 PLAN4" SLAB ON GRADEw/ 6" x 6"THICKENED EDGEw/ (1) #4 BAR CONT.29'-4"F1F1F1F136" x36" x4"SLAB ON GRADEFOR COND. UNITFIELD LOCATE18RECONSTRUCTED HOUSE FORFREDERICK & MARY DONGHIA509 N. 43 ST. FT. PIERCE, FL. 34947511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953P1 08/24/20P2 09/29/20P3 10/21/201/4" = 1'-0"DONGHIA (2021-02-252/26/21A1FOUNDTION2SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678
FLOOR PLANSCALE:14'' = 1'-0''BATH8'-0'' FLAT CLG34'-1"29'-4"34'-1"12'-5"3'-2"12'-0"3'-2"3'-4"15'-512"3'-2"3'-1112"3'-2"3'-6"2'-10"2'-0"M. BEDROOM8'-0'' FLAT CLGBED 28'-0'' FLAT CLGOFFICE8'-0'' FLAT CLGGREAT ROOM8'-0'' FLAT CLGDINING8'-0'' FLAT CLGCLOSETCLOSET3'-7"2'-8"11'-11"8"4'-0"10'-7"5'-2"10'-7"12'-3"4'-3"2'-10"8"3'-412"2'-512"3'-10"2'-7"20'-0"4'-4"29'-4"4'-0"3'-2"11'-8"KITCHEN8'-0'' FLAT CLGUTILITY8'-0'' FLAT CLG9'-0"5'-7"8"4'-6"6'-0"4'-4"RETURN AIRGRILL BELOWBLOWER COIL3'-8"8'-3"8'-412"11'-412"8"8"6'-2"8'-5"8"2'-212"6'-012"DRYER EXHAUSTHOOD2x6 WALL22"x30"ATTICACCESSNON-BEARING - INTERIOR PARTITION - 4" (U.N.O.)1/2" GYP. BRD. EACH SIDE OF 2x4 WOOD STUDS@ 24" O.C. MAX. w/ WD. BLOCKING WHERE REQUIREDNON-BEARING - INTERIOR PARTITION - 6"1/2" GYP. BRD. EACH SIDE OF 2x6 WOOD STUDS@ 24" O.C. MAX. w/ WD. BLOCKING WHERE REQUIREDNOTES:1. MOISTURE RESISTANT GYPSUM BOARD TO BE USE IN IN ALL WET AREAS2.58" GYPSUM BOARD USED ON CEILINGSRUN NEW 2" CONDUITTO EXISTING METER & ELECTRIC SERVIVE150 APANELCASTCRETE PRECASTLINTEL SCHEDULE45858555442" HIGHSERVING COUNTER4012' KNEEWALLBELOW312" FURRING(STUDS)AT THIS WALLNEW 150 A DISCONNECTFED FROM EXISTING METERVERIFY DISCONNECTLOCATION IN FIELD8RECONSTRUCTED HOUSE FORFREDERICK & MARY DONGHIA509 N. 43 ST. FT. PIERCE, FL. 34947511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953P1 08/24/20P2 09/29/20P3 10/21/201/4" = 1'-0"la tortoga_MARTIRE8/07/20A2FLOOR PLAN3SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678PLUMBING RISERN.T.S.
RUN NEW 2" CONDUITTO EXISTING METER & ELECTRIC SERVIVEFAN / LIGHTPRE-WIRE150 APANELP.C. INATTICFAN / LIGHTPRE-WIREFAN / LIGHTPRE-WIREFAN / LIGHTPRE-WIREBATH8'-0'' FLAT CLGM. BEDROOM8'-0'' FLAT CLGBED 28'-0'' FLAT CLGOFFICE8'-0'' FLAT CLGGREAT ROOM8'-0'' FLAT CLGDINING8'-0'' FLAT CLGKITCHEN8'-0'' FLAT CLGUTILITY8'-0'' FLAT CLGRANGEw/ HOODNEW 150 A DISCONNECTFED FROM EXISTING METERVERIFY DISCONNECT LOCATION IN FIELD#4 Bare copperto steel of footerwith one groundrod 6’ awayCONDUCTOR SIZE 2/0TO EXISTING METERAND SWITCHGEARNEW 2" PVC CONDUITTO EXISTING METERLOCATION1. ELECTRICAL CONTRACTOR TO VERIFY SERVICE REQUIREMENTS2. 150 AMP SERVICE.3. ALL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLEPROVISIONS OF THE CURRENT NATIONAL ELECTRIC CODE, STATE &LOCAL CODES AND ORDINANCES AND REQUIREMENTS OF FLORIDAPOWER & LIGHT.4. SMOKE DETECTORS ARE REQUIRED AND SHALL BE SUPPLIED &INSTALLED BY ELECTRICIAN.5. CARBON MONOXIDE DETECTORS AS REQUIRED TO BE SUPPLIED ANDINTALLED BY ELECTRICIAN.6. FIELD VERIFY RECEPTACLE LOCATIONS7. ALL CIRCUITS, RECEPTACLES (INCLUDING GFI RECEPTACLES), ANDDEVICES TO BE ARC FAULT PROTECTED IN ALL ROOMS WHEREREQUIRED 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. DISHWASHER OUTLET TO BE LOCATED INSIDE CABINET BELOWSINK FOR ACCESS.10. EXHAUST FANS IN BATHROOMS TO EXHAUST DIRECTLY TOEXTERIOR OF STRUCTURE.11. KITCHEN OUTLETS TO BE GFI AND ARCH FAULT PROTECTED.12. FIELD VERIFY WELL PUMP AND AC EQUIPMENT LOCATIONS.13. ALL LIGHTING FIXTURES, RECEPTACLES, AND LIGHT SWITCHESMUST COMPLY WITH ART. 410 OF NEC..14. PROVIDE W/P GFI OUTLET WITHIN 25' OF AC COMPRESSOR.15. ALL SWITCHES TO BE DECORA ROCKER TYPE.16. ALL SMOKE DETECTORS MUST BE A MINIMUM OF 3' FROM ANYBATHROOM DOOR.17. ALL CHANGES MUST BE DONE IN WRITING BY GROZA BUILDERS, INC.HOME OWNERS DO NOT HAVE THE RIGHT TO MAKE OR DIRECTCHANGES WITHOUT CONTRACTOR APPROVAL AND RESULTINGREVISED DOCUMENTS.ELECTRICAL NOTES:8RECONSTRUCTED HOUSE FORFREDERICK & MARY DONGHIA509 N. 43 ST. FT. PIERCE, FL. 34947511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953P1 08/24/20P2 09/29/20P3 10/21/201/4" = 1'-0"La Tortuga_MARTIRE8/07/20A3ELECTRICAL4SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678
RIGHT (SOUTH) ELEVATIONSCALE:14'' = 1'-0''FRONT (WEST) ELEVATIONSCALE:14'' = 1'-0'' 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/-54.0WINDOWS AND DOOR WIND PRESSURE DESIGN LOADINGWINDOWS: +39.2/-42.6DOORS: +39.2/-42.6MEAN ROOF HEIGHT: 11'-8"TOP OF WINDOWS TO FASCIA=11-3/16'' +/- W/2x4 END RAILREAR (EAST) ELEVATIONSCALE:14'' = 1'-0''TOP OF WINDOWS TO FASCIA=11-3/16'' +/- W/2x4 END RAILLEFT (NORTH) ELEVATIONSCALE:14'' = 1'-0''ROOF VENTSTUCCOFINISHTOP OF WINDOWS TO FASCIA=11-3/16'' +/- W/2x4 END RAILLAMINATEASPHALT SHINGLEROOFINGCONCRETELANDING & WALKALUM. FASCIA& VINYLPERFORATEDSOFFITSTUCCOFINISHSTUCCOFINISHLAMINATEASPHALT SHINGLEROOFINGCOMPOSITE LAMINATEASPHALT SHINGLEROOFINGSTUCCOFINISHTYP. O.H.24" OVERHANGOVER DOORSALUM DRIPTYP. ALL SIDESALUM. FASCIA& PERFORATEDSOFFITTYP. ALL SIDESROOF VENTROOF VENTCONCRETELANDING & WALKSTUCCOFINISHLAMINATEASPHALT SHINGLEROOFING150 ADISCONNECTFIELD LOCATECONDUIT TO EXISTON SITE METER ANDSERVICE POINTCENTER OF ELECT. BOXNON-IMPACTS.C. DOORSNON-IMPACT RATEDPVC SINGLE HUNGWINDOWS+ 39.2- 42.6+ 39.2- 42.6+ 39.2- 42.6+ 38.2- 41.7+ 38.2- 41.7+ 38.5- 41.9+ 38.5- 41.924 Ga. STL.DIRECT MOUNTSTORM SHUTTERSTYP EACH OPENING18RECONSTRUCTED HOUSE FORFREDERICK & MARY DONGHIA509 N. 43 ST. FT. PIERCE, FL. 34947511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953P1 08/24/20P2 09/29/20P3 10/21/201/4" = 1'-0"La Tortuga_MARTIRE8/07/20A4ELEVATION5SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678
ROOF SHEETINGATTACHMENT DETAIL1. MINIMUM NAIL SIZE = 8d RING SHANK (MIN. 2'' LONG)2. MINIMUM SCREW SIZE = #8 X 2''3. MINIMUM SHEATHING THICKNESS 5/8'' CDX PLYWOOD4. USE NAILS OR SCREWS BASED ON PRESSURE FOR ROOFSTATED IN PERMIT INFO BOX ON THESE PLANS FOR ZONE 3Xref \\server2\users$\Gary\Desktop\PROJECTS\DONGHIA\Trusses\GROZA-DONGHIA-LAYOUT.dwgCONNECTOR 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)(20) 10d x 1-1/2" NAILSEA. CONNECTOR(2) SIMPSONHETA20(STRAP)(22) 10d NAILS EA.STRAP1-HETA202-HETA201-HTS202-HTS201-MGTCONNECTOR TAG PLACEMENTTRUSS TO PLATE / STUDWOOD FRAMEBEARING WALL / POSTTRUSS(ES) TOMASONRY WALL250014503401060----------------7251310----------------3965(1) SIMPSONMGT(2) SIMPSONHTS20(STRAP)(20) 10d x 1-1/2" NAILSEA. CONNECTOR(10) 10d x 1-1/2" NAILSEA. CONNECTORSPECIALTY TRUSS TOMASONRY WALL29001W2W3W4W1C2C3C4C5C6C17C2345611109871-HETA201-HETA20UL=517 (LC 8)UL=175(LC 12)UL=159(LC 12)UL=192 (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=217 (LC 12)UL=217 (LC 12)UL=192 (LC 12)UL=192 (LC 12)UL=175(LC 12)UL=159(LC 12)UL=192 (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=217 (LC 12)UL=217 (LC 12)UL=192 (LC 12)UL=312 (LC 12)UL=159(LC 12)UL=175(LC 12)UL=325(LC 12)UL=175(LC 12)UL=159(LC 12)UL=517 (LC 8)UL=517 (LC 8)UL=517 (LC 8)UL=730 (LC 12)UL=730 (LC 12)UL=730 (LC 12)UL=635 (LC 12)UL=635 (LC 12)UL=635 (LC 12)UL=730 (LC 12)UL=635 (LC 12)UL=730 (LC 12)UL=635 (LC 12)UL=780 (LC 12)UL=685 (LC 12)UL=691 (LC 12)UL=691 (LC 12)UL=780 (LC 12)UL=685 (LC 12)UL=691 (LC 12)UL=691 (LC 12)UL=780 (LC 12)UL=685 (LC 12)UL=1606 (LC 8)UL=1606 (LC 8)UL=1610 (LC 8)UL=1515 (LC 8)1-HETA201-HETA205 / 12 ROOF PITCH, 12" OVERHANG, TYP. 24" OVERHANG @ ENTRY DOORS,PLUMB CUT FASCIAS26 Ga. ALUM DRIP & 26 Ga. GALV. MTL FLASHINGCOMPOSITE LAMINATE ASPHALT SHINGLESHORIZONTAL PERFORATED VINYL SOFFITSG.C. TO VERIFY ALL CONDITIONS & MATERIALSPROPOSED ROOF PLANHatch Legend8'-1" A.F.FA10A8A6A4HJ7HJ7EJ7EJ7EJ7EJ7CJ1CJ3CJ5CJ1CJ2CJ4EJ7EJ7EJ7EJ7CJ1CJ3CJ5CJ1CJ3CJ5EJ7A2A9A7A5A3HJ7HJ7EJ7EJ7EJ7EJ7CJ1CJ3CJ5CJ1CJ3CJ5EJ7EJ7EJ7EJ7CJ1CJ3CJ5CJ1CJ3CJ5EJ7A1A1A134' 1"34' 1"29' 4"2' 0" 7' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 11 1/2"2' 0" 1' 0" 2' 0" 2' 0" 7' 0" 2' 0" 29' 4"8RECONSTRUCTED HOUSE FORFREDERICK & MARY DONGHIA509 N. 43 ST. FT. PIERCE, FL. 34947511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953P1 08/24/20P2 09/29/20P3 10/21/201/4" = 1'-0"DONGHIA PERMITSET.11/3/20A5ROOF PLAN6SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678
FOOTING AT CORNERCHRISTOPHER D. BEERS, P.E.FLORIDA LICENSE NO. 64594941-628-0635fax 413-487-9013chrisbeers@byu.netBEAM CORNER DETAILGENERAL 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 INJECTEDFOAM INSULATION R-4NOTE: 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'' DRYWALLNOMINAL8"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 POSTENTRY 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 SIDENOTE: 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-MANUFACTUREDTRUSSESR703.4 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 framingmembers5109 Grand Palmetto WayNorth Port, Florida 342918RECONSTRUCTED HOUSE FORFREDERICK & MARY DONGHIA509 N. 43 ST. FT. PIERCE, FL. 34947511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953P1 08/24/20P2 09/29/20P3 10/21/20CustomDONGHIA PERMITSET.11/3/20S1STRUCTURAL9SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678
CHRISTOPHER D. BEERS, P.E.FLORIDA LICENSE NO. 645945109 Grand Palmetto WayNorth Port, Florida 34291941-628-0635fax 413-487-9013chrisbeers@byu.net8RECONSTRUCTED HOUSE FORFREDERICK & MARY DONGHIA509 N. 43 ST. FT. PIERCE, FL. 34947511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953P1 08/24/20P2 09/29/20P3 10/21/201/4" = 1'-0"DONGHIA PERMITSET.11/3/20S2STRUCTURAL10SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678
Job #: 1352
Performed by Chris Bateman for:
Donghia Residence
509 N 43rd St
Ft. Pierce, FL 34947
Air Calcs, LLC
7550 Hidden Hammock Ln
Vero Beach, FL 32966
Phone: 772.800.8413
vickilynne@aircalcs.com
Scale: 1 : 54
Page 1
Right-Suite® Universal 2019
19.0.20 RSU29066
2020-Oct-20 15:44:06
...tsoft HVAC\509 N 43rd St GBI.rup
N
Level 1
Great Room
Master Bed
Bath
Bed 2
WICAH
Hall
Office
Laundry
Kitchen
DiningFoyer
8 x 4
22 cfm
10 x 6
78 cfm
12 x 12
178 cfm
12 x 12
156 cfm
8 x 8
108 cfm
8 x 8
108 cfm
8 x 4
34 cfm
10 x 10
197 cfm
10 x 6
58 cfm
12 x 12
58 cfm 12 x 12
20 x 20
512 cfm
12 x 8
178 cfm
8 x 4
15 cfm
12 x 8
134 cfm
4 "9 "
6 "
4 "
6 "
12 "
5 "
5 "
4 "5 "
4 "
7 "
14 x 14
8 "
8 "
6 "