HomeMy WebLinkAboutAPPROVED, PLANS8LA TORTUGA BCB
BRIAN & CHRISTINA BRIGGS
SILVER OAK DRIVE
FT. PIERCE, FL. 34982 511 SW PORT SAINT LUCIE BLVD.
PORT ST. LUCIE, FL 34953PS1 21 AUG 20PS2 14 OCT 20PS3 08 DEC 20OUTRIGGERSRAISED STUCCOBANDTOP OF WINDOWS TO FASCIA=11-3/16'' +/- W/2X4 END RAILLAMINATEDSHINGLEROOF FINISHTYP. EACH SIDEOF ENTRYFIELD FRAMED CRICKET14"/12 PITCH MIN.HARDI PLANKHORIZONTALSIDING 7" MAXEXPOSURESTUCCOLIGHT TEXTUREFINISHSTUCCOLIGHT TEXTUREFINISHVINYL RAILINGSHARDI BOARDTRIM AT CORNERSAND OPENINGSDECORATIVE(IN-OPERABLE)SHUTTERS5'-4"0'-0'' Finish Floor10'-9" T.O. BM.Truss brg. @ Entry8'-1" T.O. BM.Truss bearing (TYP.)FRONT ELEVATIONSCALE:14'' = 1'-0''NON-IMPACTDOOR & FRAMEASSEMBLYIMPACT RATEDO.H.DOORSSET GRADE 6"(4" MIN.) BELOWFIN. FLOOR+ 38.5- 41.9+ 38.2- 41.7+ 35.9- 45.1+27.0/-30.0SCALE:18'' = 1'-0''BIRDSEYEHIP RIDGEH
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VALLEYHIP RIDGEHIP RIDGEHIP RIDGEROOF SHEATHING1932" APA RATED 40/20ORIENTED STRAND BOARD ROOF SHEATHINGSECURED TO TRUSSES USING FASTENERS AND SPACINGPER ROOF SHEATHING ATTACHMENT DETAIL ON SHT. 5ROOF FINISHESLAMINATE ASPHALT SHINGLESSECURED USING FASTENERS AND SPACING PER MFR'SSPECIFICATIONS OVER 30" FELT TIN TAGGED TOSHEATHINGFLASHING : GALV MTL.DRIP EDGE: 26 Ga. ALUM.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 FIRMCERT. NOWINDOWS - SINGLE HUNGSH 25FRONT DOOR - OUTSWINGGARAGE DOORSH610 PVC SINGLE HUNG824 / 811 STL. SECTIONALCWS WINDOWSTHERMA TRUDAB DOOR CO.LOW E 336INSULATED DBL. GLAZEDSEE ELEVATION SHEET+/-50 PSFROOF FINISHSOFFITKAYCAN LTD2x4 BRACE AT CENTER OF PANEL+23.6 / -28.8+66.7 / -66.7PLAG ANGLE TO HAVE (3) 516" x 1-5/8" LAG SCREWSAND DOOR BRACKET TO HAVE LAG SCREWS 24" O.C.MAX AND 6" FROM CORNERSOPAQUE FIBERGALSSMANUFACTURERMODEL / TYPEGLAZING DESCRIPTIONF.P.A.OR NOA (MIAMI DADE)BUILDING DESIGNPRESSURESMETHOD OF ATTACHMENTSEE COVER SHEETPRODUCT DESIGNPRESSURESUNDERLAYMENTSDATEROOF 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 17234 R6 NON IMPACTREV. DATE 07-31-20FPA: 20468.4 R3REV. DATE 07-12-20+27.0 / -30.0 PSFNOA:17-0919.12EXP. DATE 08-14-21See FPA installation details sheets providedSee FPA installation details sheets providedHURRICANE PANELSLESS THAN 6' SPANFL 12856.1APPR DATE 12/15/2014" - 20 x 34" SS SCREWSSPACED AT 2' O.C. TOP AND BOTTOM+65.0 / -77+23.6 / -28.8EASTERN METAL SUPPLYFPA:FL 16503.1REV. DATE 02-13-18TRIPLE 4 FULL-O-VENT ECOVINYL SOFFIT PANELSREAR DOOR - OUTSWINGTHERMA TRU+/-50 PSFOPAQUE FIBERGALSSSEE COVER SHEETFPA:20468.4 R3REV. DATE 07-12-20See FPA installation details sheets providedSEE COVER SHEETFLORIDA METAL PRODUCTS,INC.FLAMCOLOW PROFILE OFF RIDGE VENTS+/-46 PSFFPA: FL 21580.1APPR DATE 12/16/20IKO iNDUSTRIESLAMINATE ASPHALTSHINGLESNOA:16-0329.13EXP. DATE 05-05-216 ROOFING NAILS PER TAB, CLASS F OR H+50.0 /- 70.0 PSF+50.0 /- 54.8 PSFWINDOWS - SINGLE HUNGSH 35SH610 PVC SINGLE HUNGCWS WINDOWSSEE ELEVATION SHEETFPA: FL 17234 R6 NON IMPACTREV. DATE 07-31-20See FPA installation details sheets providedLOW E 336INSULATED DBL. GLAZEDVARIOUS MANUFACTURERSUnderlayments must be ASTM D226 Type II,ASTM D4869 Type IV, ASTM D6757Complying w/FBC 2017, Table 1507.1.1Per 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"############las tortuga_BCB_BRIGGS PERMITSET(2020-02-05).dwg8/21/20C1COVER1SHEETDESCRIPTIONDATEREVBuilder:Project:SCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678A CUSTOM HOME FOR:GROZA BUILDERS, INC.LAS TORTUGA - BCBBRIAN & CHRISTINA BRIGGSSILVER OAK DR.FT. PIERCE, FL. 34982DRAWING INDEXC1COVER PAGEA1FOUNDATION PAGEA2FLOOR PLANA3ELECTRICAL PLANA4EXTERIOR ELEVATIONSA5ROOF PLANA6HVAC PLANS1ENGINEER DETAIL PAGES2ENGINEER DETAIL PAGECHRISTOPHER D. BEERS, P.E.FLORIDA LICENSE NO. 64594W A T E R - A I R - L A N D5109 Grand Palmetto WayNorth Port, Florida 34291-8049941-628-0635fax 413-687-9013chrisbeers@byu.net
TERMITE NOTES:1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER ANDNEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BEPROVIDED.2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAYFROM BUILDING SIDE WALLS,3. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL ISCOMPLETE.4. MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINSTRAINFALL DILUTION.5. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADEWITHIN 1'-0" OF THE STRUCTURE SIDEWALLS.6. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTERCONSTRUCTION.7. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENTBY A LICENSED PEST CONTROL COMPANY BEFORE FINAL INSPECTION.51'-10"74'-0"51'-10"74'-0"11'-4"23'-8"31'-4"5'-4"18'-0"6'-8"16'-6"6'-8"8'-0"2'-2"2'-9"4'-0"16'-5"4'-4"12'-2"8"3'-0"8"4'-4"25'-4"16'-6"20'-8"12'-412"14'-114"10'-714"19'-034"4"3'-4"4"17'-10"8"4'-0"8'-134"9'-6"8'-11"8'-11"16'-812"24'-1014"TYP. INTERIOR BRG WALL:12" x 8" L. Wedge Anchors@ 32" o.c. max.w/ (2) washers & nutFINISH FLOOR ELEVATION(TOP OF SLAB)0'-0''NOTE: PROVIDE LINE FORICE MAKER8"29'-4"CRASHPOLESLAB NOTE3000 PSI CONCRETE SLAB4'' THICK W/ FIBERMESH(OR 6''X6'' 10 /10 W.W.F.)OVER 6 MILL VISQUEEN ANDCLEAN, COMPACTED, TERMITETREATED FILLSLOPED RECESS AT GARAGE DOORRECESS SLAB 1-1/2"RECESS SLAB 1-1/2''RECESSSHOWER10"3'-10"8'-134"4'-214"10'-8"2'-0"7'-4"2'-8"23'-4"7'-4"43'-4"2'-8"26'-8"22'-8"3'-01116"4'-11516"10'-714"5'-2"1'-4"1'-0"5'-4"5'-812"14'-1112"5'-1112"1'-914"8'-734"F1SSLOPED RECESS AT GARAGE DOORF2F1 CURBF1 CURBF3 CURBF1F1F1F1F1F1F1F1F1F1F2CBSFIBERMESHOR6"x6" 1010 WIRE16"x16"FOOTINGw/ (2) #5 BARSSEE DOWELPLANMAIN FINISH FLOORF2STEP 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.COVERRAISEDCURB4" RECESSFOR SHOWERF1S MONO EDGE FOOTING@ SHOWER RECESS45 FLARE6"MIN.O(2)#5 BARCONTINUOUS3" MIN.COVERF3 CURBTYP. FOOTINGW/ RAISED CURB45 FLARE6"MIN.BOTH SIDESO(2)#5 BARCONTINUOUS3" MIN.COVER16" FOOTING DEPTHDETERMINED BY LOWESTFINISH FLOOR ELEVATIONEITHER SIDE OF CURB4" MINRAISED CURBFINISH FLOORELEV. AND PITCHVARIES EA. SIDE OF CURBTURN SLAB REINFORCINGMESH (IF USED) DOWN FROMEACH SIDE OF CURB(DO NOT RUN CONTINUOUS)4" 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 BARRIERF2 CBSF2 CBSF2 CBSF2 CBSF2 CBSF2F3FIBERMESHOR6"x6" 1010 WIRE16"x16" FOOTINGw/ (2) #5 BARS4" MIN.CONCRETESLAB12" x 8" LONGJ-BOLTVERT. OR LATERALBEARING WALL(2) #5 BARSCONTINUOUSF3F3F1F1F4# 5 BARS 8" O.C.EACH WAY3" BOTT. CLEARANCEFIBERMESHOR6"x6" 1010 WIRE4" MIN.CONCRETE SLABTURN CONCRETEDOWN INTO PAD36" x 36" x 16" DEEPPAD POURED INTEGRALWITH SLABPAD FOOTINGBEARINGF43'-10"3'-0"3'-0"1'-0"3'-0"10"F4F4TYPICAL CONCRETE SLABFILL TO BE TREATED FOR TERMITES BEFORE CONCRETE SLABFINISH FLOOR6 MIL POLY VAPOR BARRIERCOMPACTED FILLPOURING BUT AFTER PLUMBING ROUGH IN.FIBER-MESH MATERIALOR WIRE-MESH MATERIAL8LA TORTUGA BCBBRIAN & CHRISTINA BRIGGSSILVER OAK DRIVEFT. PIERCE, FL. 34982511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953PS1 21 AUG 20PS2 14 OCT 20PS3 08 DEC 201/4" = 1'-0"las tortuga_BCB_BRIGG8/21/20A1FOUNDTION2SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678CONTROL JOINT NOTE
PORCH & LANAI Ceilings:1/2” thick stucco on 3/8” hi-rib lath attached to horizontaland vertical wood framing with nails or staples @ 8" o.c. toprovide no less than 1-3/4” penetration into horizontal woodframing and 3/4” penetration into vertical wood framingmembersPer ASTM C1063 and Stucco - ASTM C926LIVINGGARAGELANAIENTRY&PORCHTOTALLIVING C.F. = +/- 16,8301,9566403621573,115SQUARE FOOTAGE51'-10"25'-4"16'-6"9'-8"3'-2"12'-6"1'-4"74'-0"51'-10"74'-0"11'-4"23'-8"31'-4"5'-4"18'-0"5'-4"17'-10"1'-4"16'-0"8"6'-8"4'-6"6'-8"4'-6"9'-0"3'-2"15'-4"7'-6"3'-2"8"1'-4"10'-6"12'-0"2'-8"16'-8"8"14'-0"5'-0"5'-8"8"6'-8"3'-8"3'-8"10'-0"8"10'-11"2'-5"11'-0"10'-812"7'-4"20'-0"8"8'-0"8"21'-812"5'-8"12'-8"6'-0"8"8"10'-2"2'-0"16'-2"8"11'-6"8"8"18'-8"8"3'-8"10'-8"8"4"8"3'-4"8"4"16'-6"8"6'-0"4'-8"312"8"6'-6"6'-3"14'-0"8"3'-0"4"2'-3"3'-3"8"12'-7"18'-5"7'-11"4'-0"8"4'-6"10"3'-0"8"10'-10"4'-4"CRASHPOLE10'-4"8"SIMPSON HTS20CONNECTED TOEA. TRUSS ALONG FRAMED BEARINGWALLS U.N.OSIMPSON HTS20CONNECTED TOEACH TRUSS ALONGFRAMED BEARINGWALLS U.N.O30"X30"ATTIC ACCESSFIELD LOCATE30"X30"ATTIC ACCESSFIELD LOCATE4'-0"1'-4"1'-4"4'-0"1'-4"15'-2"1'-4"4'-0"2'-4"1'-0"2'-0"10'-8"1'-4"8'-0"1'-4"11'-4"7'-4"2'-8"23'-4"7'-4"43'-4"28'-8"8"10'-2"8"4'-10"4'-9"5'-312"7'-4 12"8"8"7'-4"22'-0"8"4'-8"2'-0"1'-4"1'-0"11'-712"14'-8"1'-312"9'-3"4'-5"20'-0"4'-1112"3'-4"8"4" DEEPCONC. PAD3'-4"2'-812"7'-0"3'-3"ROUGH IN HOT & COLDWATER AND WALL DRAINLINE FOR EXTERIOR SINKCAP ALL LINESALUM FRAMESCREEN ENCLOSUREAND 3068 DOORFRAME COLOR: WHITEALUM FRAMESCREEN ENCLOSUREFRAME COLOR: WHITESET INSIDE RAILINGSR-11 INSULATION10'-6"1'-4"PRESTRESSED8F16-1B-1TPRESTRESSED8F16-1B-1TPRESTRESSED8F16-1B-1TCASTCRETE PRECASTLINTEL SCHEDULE45612310111278913171819141516202122232425262728293031324" STEP DN.20 MIN.FIRE RATEDSELF CLOSINGS.C. DOORSIMPSON HTS20CONNECTED TOEACH TRUSS ALONGFRAMED BEARINGWALLS U.N.OGREAT ROOM2.5 / 12 VAULT CLG.(3 WAY)DINING2.5 / 12 VAULT CLG.(2 WAY)KITCHEN2.5 / 12 VAULT CLG.RANGEw/ HOOD645559332"x8" DSTEMP/OBSC9929197313'-0"BEARING 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 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 FINISHNOTES:- USE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS- INSTALL 12" HIGH STRENGTH CONTROLLED DENSITY GYPSUM WALL BOARD AT ALL CEILINGS.NON-BEARING - INTERIOR PARTITION - 4" (U.N.O.)1/2" GYP. BRD. EACH SIDE OF 3 58" MTL STUDS @ 24" O.C.w/ CONT. SOL & CAP RUNNERS w/ WD. BLOCKING @ OPENINGS AND WHERE REQUIREDNON-BEARING - INTERIOR PARTITION - 6"1/2" GYP. BRD. EACH SIDE OF 2x6 MTL. STUDS @ 24" O.C.w/ CONT. SOL & CAP RUNNERS200 A PANELLOCATE IN FIELDMETER ANDMAIN DISCONNECTLOCATE IN FIELD7715'-10" MIN.PRESTRESSED8F16-1B-1T33342222MASTEREN SUITEBEDROOM8'-0" FLAT CLG.EN SUITEBATH8'-0" FLAT CLG.W.I.C.(3) CAR GARAGE8'-0" FLAT CLG.(ABOVE INTERIOR FIN. FL.)PORCH8'-0" FLAT CLG.T&G PINE FINISH- PAINTEDENTRY9'-0" FLAT CLG.T&G PINE FINISH- PAINTEDFOYER8'-0" FLAT CLG.COFFER TO 9'-0"8'-0" FLAT CLG.COFFER TO 9'-0"LAUNDRY8'-0" FLAT CLG.LANAI8'-0" FLAT CLG.T&G PINE FINISH- PAINTEDBED 38'-0" FLAT CLG.BED 48'-0" FLAT CLG.BED 28'-0" FLAT CLG.BATH 28'-0" FLAT CLG.2x4X3' LONGKNEE WALL34" HIGH8"PRESTRESSED8F16-1B-1TPRESTRESSED8F16-1B-1T328LA TORTUGA BCBBRIAN & CHRISTINA BRIGGSSILVER OAK DRIVEFT. PIERCE, FL. 34982511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953PS1 21 AUG 20PS2 14 OCT 20PS3 08 DEC 201/4" = 1'-0"A2FLOOR PLAN3SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678las tortuga_BCB_BRIGG8/21/20
CRASHPOLE30"X30"ATTIC ACCESSFIELD LOCATE30"X30"ATTIC ACCESSFIELD LOCATETO SECURITY LIGHTS AT FRONT(PREWIRED ONLY)TO SWITCH ATENTRY5'-4"4'-2"EQ.EQ.200 A PANELLOCATE IN FIELDMETER ANDMAIN DISCONNECTLOCATE IN FIELD200 A PANELLOCATE IN FIELDMETER ANDMAIN DISCONNECTLOCATE IN FIELD200 AMP OVERHEADELECTRIC SERVICE1. 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 VENTLESS MICROWAVE, OUTLET IN CABINET ABOVERANGE 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:8LA TORTUGA BCBBRIAN & CHRISTINA BRIGGSSILVER OAK DRIVEFT. PIERCE, FL. 34982511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953PS1 21 AUG 20PS2 14 OCT 20PS3 08 DEC 201/4" = 1'-0"A3ELECTRICAL4SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678las tortuga_BCB_BRIGG8/21/20
ROOF VENTROOF VENTROOF VENTROOF VENTROOF VENT6'-9"OUTRIGGERSRAISED STUCCOBANDTOP OF WINDOWS TO FASCIA=11-3/16'' +/- W/2X4 END RAILTOP OF WINDOWS TO FASCIA=11-3/16'' +/- W/2X4 END RAILROOF VENTLEFT (SIDE) ELEVATIONSCALE:14'' = 1'-0''RIGHT (SIDE) ELEVATIONSCALE:14'' = 1'-0''REAR ELEVATIONSCALE:14'' = 1'-0''LAMINATEDSHINGLEROOF FINISHTYP. EACH SIDEOF ENTRYFIELD FRAMED CRICKET14"/12 PITCH MIN.HARDI PLANKHORIZONTALSIDING 7" MAXEXPOSURESTUCCOLIGHT TEXTUREFINISHSTUCCOLIGHT TEXTUREFINISH3068 SELF CLOSINGALUM FRAMESCREEN DOORLAMINATEDSHINGLEROOF FINISHALUM FRAMESCREEN ENCLOSUREFRAME COLOR: WHITEALUM FRAMESCREEN ENCLOSUREFRAME COLOR: WHITETOP OF WINDOWS TO FASCIA=11-3/16'' +/- W/2X4 END RAILLAMINATEDSHINGLEROOF FINISHVINYL RAILINGSHARDI BOARDTRIM AT CORNERSAND OPENINGSDECORATIVE(IN-OPERABLE)SHUTTERS5'-4"FRONT ELEVATIONSCALE:14'' = 1'-0''NON-RATEDPVC SINGLE HUNGWINDOWSEGRESSEGRESSEGRESSNON-IMPACTPVC SINGLE HUNGWINDOWSNON-IMPACTDOOR & FRAMEASSEMBLYIMPACT RATEDO.H.DOORSNON-IMPACTDOOR & FRAMEASSEMBLYNON-IMPACTPVC DIRECT SETFIXED GLASSWINDOW3'-0"3'-0"ROOF VENT3'-0"LAMINATEDCOMPOSITE SHINGLEROOF FINISHPERFORATEDVINYL SOFFITPANELS- TYP. ALL SOFFITS26 Ga. ALUM FASCIAWRAP OVERP.T. SUB FASCIA26 Ga. ALUMDRIPSET GRADE 6"(4" MIN.) BELOWFIN. FLOORSET GRADE 6"(4" MIN.) BELOWFIN. FLOOR+ 38.2- 41.7+ 39.2- 42.6+ 39.2- 42.6+ 38.5- 41.9+ 38.2- 41.7+ 35.9- 45.1+ 38.2- 41.7+ 40.3- 43.7+ 38.9- 42.3+ 39.2- 42.6+27.0/-30.0FLORIDA 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/-51.7DOORS: +38.9/-42.3GARAGE DOOR: +35.9/-45.1MEAN ROOF HEIGHT: 12 FEET8LA TORTUGA BCBBRIAN & CHRISTINA BRIGGSSILVER OAK DRIVEFT. PIERCE, FL. 34982511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953PS1 21 AUG 20PS2 14 OCT 20PS3 08 DEC 201/4" = 1'-0"A4ELEVATION5SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678las tortuga_BCB_BRIGG8/21/20
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 3Hatch Legend8'-1" A.F.F10'-9" A.F.FB10B9B8HJ7HJ7EJ7EJ7EJ7CJ1CJ3CJ5CJ1CJ3CJ5EJ7EJ7EJ7CJ1CJ3CJ5CJ1CJ3CJ5EJ7B7B6B5B4B3B2B1A11A10A9A8A7A6A5A4A3A2A1D1D2L5HJ31HJ31EJ3CJ1CJ1EJ3CJ1CJ1L4L4L4L4L4L3L2L2L1EJ52D6D5D5HJ5EJ5EJ5EJ5CJ1CJ3CJ1CJ3EJ51EJ5EJ5D5D5D3D3D3D3K1HJ53CJ1CJ3CJ5CJ1CJ3CJ5EJ53EJ53EJ53EJ53EJ53EJ53C10EJ41EJ4EJ4EJ4EJ4EJ4EJ4EJ4EJ42EJ43C9C8C7C6C5C4C3C2G1HJ3HJ3EJ4CJ1CJ3CJ1CJ3EJ4CJ1CJ3CJ1CJ2HJ21CJ1CJ1M1K2EJ61EJ62EJ63HJ42CJ1CJ1CJ3L1M3M2EJ31V1V2V3V3V2V1HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HHUS26-2HTU262'-0"HEEL HEIGHT5TRUSS END DETAILPLUMB CUT OVERHANG124-1/2"8'-1" CLNG8'-1" CLNG8'-1" CLNG8'-1" CLNG10'-9" CLNG2.5/12 VAULT >>><<< 2.5/12 VAULT<<< 2.5/12 VAULT2.5/12 VAULT >>>8'-1" TO 9'-1"COFFER (+12" CLNG)2 STAGE WALL8'-1" & 10'-9"LUS24.09..1.HTU26HTU28HHUS26-2HHUS46.HGUS28-3PRODUCTQTYHGUS28-2TRUSS CONNECTION LIST23' 4"7' 4"43' 4"74' 0" 1' 0" 1' 4"5' 4"31' 4"23' 10"11' 2"74' 0" 10' 8"1' 4"16' 6"51' 10"2' 8"7' 4"25' 4"16' 6"51' 10"18' 0" 1' 4"4' 0" 2' 0" 1' 0" 2' 0" 4' 8"8' 0" 14' 8"12' 2"4' 4"15' 2"4' 4"4' 4"11' 7 1/2"4' 0" 3' 8"3' 8"7' 0" 3' 0" 5' 3"28' 8 1/2"19' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 1 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 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" 2' 0" 1' 10 1/2"2' 0" 8"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 12' 3 1/2"7' 6"6' 8"2' 0" 24' 4"1' 9 1/2"14' 8 1/2"1' 9 1/2"2' 0" 1' 10 1/2"2' 0" 1' 10 1/2"3' 6 1/2"7' 9"1' 2"2' 0" 5' 10"4' 0" 17' 10"19' 4"5' 10"2' 0" 2' 0" 2' 0" 1' 10 1/2"2' 0" UL=178(LC 12)UL=170(LC 12)UL=391 (LC 8)5 / 12 ROOF PITCH, 12" OVERHANG, TYP. 12" OVERHANG @ ENTRY,COMPOSITE LAMINATE ASPHALT SHINGLESOVER APPROVED FELT UNDERLAYMENTSOVER OSB SHEATHING26 Ga. ALUM DRIP & 26 Ga. GALV. MTL FLASHINGSLOPED FASCIAS :ALUM WRAP OVER 2x SUB-FASCIAHORIZONTAL PERFORATED VINYL SOFFITS (UNO)G.C. TO VERIFY ALL CONDITIONS & MATERIALSPROPOSED ROOF PLANROOF SHEATHING58" (1932") APA RATED 40/20ORIENTED STRAND BOARD ROOF SHEATHINGSECURED TO TRUSSES USING FASTENERS AND SPACINGPER ROOF SHEATHING ATTACHMENT DETAIL1-HETA201-HETA201-HETA201-HETA201-HETA201-HETA201-HETA201-HTS201-HETA20UL=382 (LC 12)UL=239(LC 12)1-HETA20UL=364(LC 08)UL=338(LC 08)UL=225 (LC 12)UL=471 (LC 12)UL=349 (LC 12)UL=477 (LC 12)UL=150 (LC 12) UL=585 (LC 09)UL=465 (LC 12)UL=103 (LC 12) UL=589 (LC 09)UL=471 (LC 12)UL=349 (LC 12)UL=471 (LC 12)UL=349 (LC 12)UL=186 (LC 12)UL=186 (LC 12)UL=186 (LC 12)UL=186 (LC 12)UL=186 (LC 12)UL=385(LC 08)UL=440(LC 08)1-HETA201-HTS20UL=170(LC 12)UL=170(LC 12)UL=202(LC 12)UL=188(LC 12)UL=183 (LC 12)UL=183 (LC 12)UL=183 (LC 12)UL=183 (LC 12)UL=183 (LC 12)UL=183 (LC 12)UL=183 (LC 12)UL=306 (LC 08)UL=170(LC 12)UL=170(LC 12)UL=183 (LC 12)UL=183 (LC 12)UL=178 (LC 12)UL=178 (LC 12)KEY:UL : UPLIFT000 : REACTIONPER TRUSS MANUFACTURERENGINEEREDSHOP DRAWINGS ATTACHEDUL=178 (LC 12)UL=298 (LC 8)UL=298 (LC 8)UL=178 (LC 12)UL=251 (LC 8)UL=178 (LC 12)UL=251 (LC 8)UL=178(LC 12)UL=170(LC 12)UL=453 (LC 8)UL=178(LC 12)UL=170(LC 12)UL=532 (LC 8)UL=178(LC 12)UL=170(LC 12)UL=532 (LC 8)UL=197 (LC 12)UL=197 (LC 12)UL=197 (LC 12)UL=197 (LC 12)UL=197 (LC 12)UL=197 (LC 12)UL=223 (LC 12)UL=223 (LC 12)UL=223 (LC 12)UL=223 (LC 12)UL=223 (LC 12)UL=223 (LC 12)UL=223 (LC 12)UL=207 (LC 12)UL=207 (LC 12)UL=207 (LC 12)UL=207 (LC 12)UL=207 (LC 12)UL=207 (LC 12)UL=471 (LC 12)UL=349 (LC 12)UL=475 (LC 12)UL=353 (LC 12)UL=475 (LC 12)UL=353 (LC 12)UL=475 (LC 12)UL=353 (LC 12)UL=475 (LC 12)UL=353 (LC 12)UL=667 (LC 08)UL=987 (LC 12)UL=981 (LC 12)UL=865 (LC 12)UL=980 (LC 12)UL=980 (LC 12)UL=980 (LC 12)UL=980 (LC 12)UL=980 (LC 12)UL=980 (LC 12)UL=448 (LC 10)UL=1342 (LC 12)UL=568 (LC 12)UL=404 (LC 10)UL=1318 (LC 12)UL=575 (LC 12)UL=344 (LC 10)UL=1261 (LC 12)UL=593 (LC 12)UL=308 (LC 10)UL=1282 (LC 12)UL=565 (LC 12)UL=328 (LC 12)UL=1032 (LC 12)UL=599 (LC 12)UL=280 (LC 12)UL=1143 (LC 12)UL=536 (LC 12)UL=291 (LC 12)UL=1149 (LC 12)UL=519 (LC 12)UL=306 (LC 12)UL=1124 (LC 12)UL=529 (LC 12)UL=316 (LC 12)UL=1108 (LC 12)UL=535 (LC 12)UL=344 (LC 12)UL=1060 (LC 12)UL=555 (LC 12)UL=741 (LC 08)UL=1651 (LC 08)UL=635 (LC 25)UL=521 (LC 12)UL=638 (LC 12)UL=521 (LC 12)UL=639 (LC 12)UL=632 (LC 12)UL=632 (LC 12)UL=632 (LC 12)UL=632 (LC 12)UL=1400 (LC 08)UL=1400 (LC 08)UL=170(LC 12)UL=287 (LC 8)UL=170(LC 12)UL=279 (LC 8)UL=222 (LC 08)UL=200 (LC 12)UL=76 (LC 12)UL=1088 (LC 08)UL=345 (LC 08)UL=582 (LC 08)UL=945 (LC 08)UL=332 (LC 12)UL=490 (LC 12)UL=335 (LC 12)UL=498 (LC 12)UL=334 (LC 12)UL=495 (LC 12)UL=344 (LC 12)UL=511 (LC 12)UL=367 (LC 12)UL=487 (LC 12)UL=612 (LC 12)UL=729 (LC 12)UL=838 (LC 08)UL=930 (LC 08)UL=285 (LC 8)UL=1482 (LC 8)UL=860 (LC 08)UL=414 (LC 12)UL=416 (LC 12)1-HETA20UL=245 (LC 12)1-HTS20UL=110(LC 09)UL=469 (LC 12)UL=218 (LC 12)UL=272 (LC 12)UL=119 (LC 12)UL=165 (LC 12)CONNECTOR 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)(22) 10d NAILS EA.STRAP1-HETA202-HETA201-HTS202-HTS201-MGTCONNECTOR TAGPLACEMENTTRUSS TO PLATE / STUDWOOD FRAMEBEARING WALL / POSTTRUSS(ES) TOMASONRY WALL250013103401060----------------7251310----------------3965(1) SIMPSONMGT(2) SIMPSONHTS20(STRAP)(24) 10d x 1-1/2" NAILSEA. CONNECTOR(9) 10d x 1-1/2" NAILSEA. CONNECTORSPECIALTY TRUSS TOMASONRY WALL26201W2W3W4W1C2C3C4C5C6C17C234561110987TRUSS 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)8LA TORTUGA BCBBRIAN & CHRISTINA BRIGGSSILVER OAK DRIVEFT. PIERCE, FL. 34982511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953PS1 21 AUG 20PS2 14 OCT 20PS3 08 DEC 201/4" = 1'-0"A6ROOF PLAN6SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678las tortuga_BCB_BRIGG8/21/20
FOOTING AT CORNERBEAM 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 & NUTSTO 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 12"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 framingmembers8LA TORTUGA BCBBRIAN & CHRISTINA BRIGGSSILVER OAK DRIVEFT. PIERCE, FL. 34982511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953PS1 21 AUG 20PS2 14 OCT 20PS3 08 DEC 20Customlas tortuga_BCB_BRIGG2/5/21S1STRUCTURAL9SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678
DUAL BEARING WALL DETAILSEE FOUNDATIONCOMPACTED FILLPLAN FOR FOOTINGSPECIFICATIONS1/2'' X 8'' WEDGE ANCHORS @ 32'' O.C.W/ (2) WASHERS & NUTSNOTE: 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-MANUFACTUREDTRUSSES12" PLYWD. SHEATHING8d NAILS @ 6" O.C.NOTE:PROVIDE (2) LAYERS"GRADE D"(OR EQUIV.) MOISTURE BARRIER,WIRE LATH ATTACHED 7" O.C. &78" STUCCO PER ASTM C926IF EXPOSEDBEAM PER PLANFOOTER PER PLAN9'-0"6'-8"1'-4"4'-0"1'-4"ENTRY DETAILFRAME 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.8LA TORTUGA BCBBRIAN & CHRISTINA BRIGGSSILVER OAK DRIVEFT. PIERCE, FL. 34982511 SW PORT SAINT LUCIE BLVD.PORT ST. LUCIE, FL 34953PS1 21 AUG 20PS2 14 OCT 20PS3 08 DEC 201/4" = 1'-0"las tortuga_BCB_BRIGG2/5/21S2STRUCTURAL10SHEETDESCRIPTIONDATEREVSCALE:OFMODELOWNERDESIGN BYCHECKED BY12345678
Job #: 1347
Performed by Chris Bateman for:
Briggs Residence
TBD Silver Oak Dr
Fort Pierce, FL 34982
Air Calcs, LLC
7550 Hidden Hammock Ln
Vero Beach, FL 32966
Phone: 772.800.8413
vickilynne@aircalcs.com
Scale: 1 : 108
Page 1
Right-Suite® Universal 2019
19.0.20 RSU29066
2020-Oct-19 11:14:53
...D Silver Oak Ft. Pierce, GBI.rup
N Level 1
Garage
Foyer
Master Suite
M Hall
Master Bath
Linen
WIC
Pantry
Laundry
Kit/DR/GR
Bath
Hall
Bed 2
Bed 3
WIC2
WIC3
Bed 4
12 x 12
368 cfm
10 x 6
51 cfm
10 x 6
107 cfm
6 x 6
62 cfm
10 x 6
115 cfm
10 x 10
143 cfm
10 x 6
91 cfm
6 x 6
35 cfm
10 x 6
94 cfm
12 x 8
160 cfm
30 x 18
757 cfm
12 x 12
162 cfm
12 x 12
94 cfm
8 x 4
30 cfm
10 x 6
71 cfm
10 x 10
126 cfm
10 x 10
126 cfm
10 x 10
143 cfm
10 x 10
143 cfm
10 x 10
143 cfm
12 x 12
189 cfm
9 "
8 "
9 "
7 "
4 "
6 "7 "
5 "
7 "
4 "
7 "
4 "
6 "
6 "
6 "
18 "
7 "
12 "
12 "
6 "
6 "
12 "
5 "
6 "
8 "