HomeMy WebLinkAboutplansA CUSTOM MODEL FOR:GROZA BUILDERS, INC.GARDNER RESIDENCEDUNN RD.PORT ST. LUCIE, FLDRAWING INDEXC1COVER PAGEA1FOUNDATION PAGEA2FLOOR PLANA3ELECTRICAL PLANA4EXTERIOR ELEVATIONSA5HVAC PLANA6ROOF PLANS1ENGINEER DETAIL PAGES2ENGINEER DETAIL PAGE8GARDNER
GARDNER RESIDENCE
DUNN RD
PORT ST LUCIE, FL 511 SW PORT SAINT LUCIE BLVD.
PORT ST. LUCIE, FL 34953P1 12/13/19P2 01/17/20P3 02/03/2020P4 03/05/2020FRONT ELEVATIONDECOBANDINGSTUCCOBANDINGDECOBANDINGSTUCCOBANDINGDECOBANDINGSTUCCOBANDINGDECORATIVESTUCCO FINISH+34.2/-41.7+38.2/-41.7+38.9/-51.1+38.5/-46.2CITY OF PORT ST. LUCIE BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVITBUILDING PERMITOWNERS NAMECONTRACTOR - GROZA BUILDERS CONTRACTOR'S ADDRESS 511 SW PORT ST LUCIE BLVDPORT ST LUCIE FL 34953OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTSFL= OR MIAMI-DADE PRODUCT MODEL NUMBER MANUFACTURER GLASS DESCRIPTION METHOD OF ATTACHMENTBUILDING DESIGNPRESSUREPRODUCT DESIGNPRESSUREFL= OR MIAMI-DADE MODEL NUMBER MANUFACTURER METHOD OF ATTACHMENTBUILDING DESIGNPRESSUREPRODUCT DESIGNPRESSURENOTE:ALL MANUFACTURED HOLES MUST BE FILLED WITH APPROPRIATE FASTENERSI HAVE REVIEWED THE ABOVE COMPONANTS AND CLADDING AND HAVE APPROVED THEIRUSE IN TEH STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCESSPECIFIED BY CURRENT CODE PROVISIONS.NAMESIGNATUREDATE:DESIGN FIRMCERT. NOFL 16177.1 IMPACTFL 11103.1 IMPACT20468.4SLIDING GLASS DOORFIBERGLASS FRONT DOORSH8100 PVC SINGLE HUNGIMPACT8900 PVC SGDCWS WINDOWSCWS WINDOWSTHERMA TRUIMPACTLOW-E 366 INSULATEDNON-IMPACTIMPACTLOW-E 366 INSULATEDPLAG ANGLE TO HAVE (3) 516" X 1-5/8" LAG SCREWSAND DOOR BRACKET TO HAVE LAG SCREWS 24" O.C.MAX AND 6" FROM CORNERSSEE ELEVATION PAGESEE ELEVATION PAGESEE ELEVATION PAGE+27.0/-30.0+/- 60 PSFMULLIONSMETAL ROOFSIDINGSOFFITHURRICANE PANELSLESS THAN 5'-7'' SPANHURRICANE PANELS5'-7'' SPAN OR MOREFL-9520.1+/- 70 PSF16-0329.13IKO6 ROOFING NAILS PER TAB, CLASS F OR H14" Tapcons, 1-1/4" Min. Embed inHead & Jamb, in all mfg. holes14" Tapcons, 1-1/4" Min. Embed inHead & Jamb, in all mfg. holes14" T.C. at 14" O.C. 1-1/4" EMBED AT6" FROM CORNERS2X4 BRACE AT CENTER OF PANEL+23.6/-28.8+70/-61.3SHINGLE ROOF17-0919.12GARAGE DOOR 16'W824/811DABFL23352Ply Gem Siding GroupSEE ELEVATION PAGEWINDOWSSINGLE HUNG+/- 50 PSFROOF VENTFL-21580.3FLORIDA METAL PRODUCTS,INC.Apply roofing cement to the underside, back and side flanges of the roof vent. Cement should be 14" thick andextend 2" onto roof underlaymentJOB NO.SHEETPort Orange, Flwww.bluestreamdesignstudio.comCAD@bluestreamdesignstudio.com(386) 256-8978DESCRIPTION12345678Port Charlotte, Fl(941) 275-9931DATECHECKED BY:DESIGN BY:REVAlthough every effort is made toensure the accuracy of theseplans it is the responsibility ofthe builder to verify alldimensions, details andspecifications shown.Bluestream Design Studio willnot be held liable for any errorsor omissions on these plans.Design and layout or conceptsfor this design were provided toBluestream Design Studio bythe builder shown. Anysimilarities to other plans orblueprints is solely theresponsibility of the builder.Plans may not be reproduced orcopied without the expresswritten consent of the Buildershown.SCALE:OFTMBLBB1/4" = 1'-0"GARDNER DUNN RD PERMITSET.dwg3/23/20C1COVER1
TYPICAL CONCRETE SLABFILL TO BE TREATED FOR TERMITES BEFORE CONCRETE SLABFINISH FLOOR6 MIL POLY VAPOR BARRIERCOMPACTED FILLPOURING BUT AFTER PLUMBING ROUGH IN.FIBER-MESH MATERIALSLAB NOTE3000 PSI CONCRETE SLAB4'' THICK W/ FIBERMESH(OR 6''X6'' 10 /10 W.W.F.)OVER 6 MILL VISQUEEN ANDCLEAN, COMPACTED, TERMITETREATED FILLTERMITE NOTES:1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BEPROVIDED.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 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 LICENSED PEST CONTROL COMPANY BEFORE FINAL INSPECTION.PERPLANF4SCALE = N.T.SBEARING PADMONO EDGE FOOTER W/RECESS SHOWER4" SHOWERRECESSOR WIRE-MESH MATERIALSTEP FOOTERF2SCALE = N.T.S8GARDNER
GARDNER RESIDENCE
DUNN RD
PORT ST LUCIE, FL 511 SW PORT SAINT LUCIE BLVD.
PORT ST. LUCIE, FL 34953P1 12/13/19P2 01/17/20P3 02/03/2020P4 03/05/2020F1SF2F1F1F1F1F1F1F1F1F2F1F1F1F1F1F1F1F1F1F1F1F1F2RECESS SLABRECESS SLABRECESS SLABFINISH FLOOR ELEVATION0'-0''RECESSSLABWALKWAY FIELD VERIFYF324"x24"x12"W/ 3 #5 BARS EW24"x24"x12"W/ 3 #5 BARS EW24"x24"x12"W/ 3 #5 BARS EWJOB NO.SHEETPort Orange, Flwww.bluestreamdesignstudio.comCAD@bluestreamdesignstudio.com(386) 256-8978DESCRIPTION12345678Port Charlotte, Fl(941) 275-9931DATECHECKED BY:DESIGN BY:REVAlthough every effort is made toensure the accuracy of theseplans it is the responsibility ofthe builder to verify alldimensions, details andspecifications shown.Bluestream Design Studio willnot be held liable for any errorsor omissions on these plans.Design and layout or conceptsfor this design were provided toBluestream Design Studio bythe builder shown. Anysimilarities to other plans orblueprints is solely theresponsibility of the builder.Plans may not be reproduced orcopied without the expresswritten consent of the Buildershown.SCALE:OFTMBLBB1/4" = 1'-0"GARDNER DUNN RD PERMITSET.dwg3/23/20A1FOUNDTION2CONTROL JOINT NOTE
LIVING 1LIVING 2 (GUEST)GARAGELANAIPORCHTOTALLIVING C.F. = +/- 17,9661,8402615081762052,990SQUARE FOOTAGESIMPSON HTS20CONNECTED TOEACH TRUSS ALONGFRAMED BEARINGWALLS U.N.OP1 POST8GARDNER
GARDNER RESIDENCE
DUNN RD
PORT ST LUCIE, FL 511 SW PORT SAINT LUCIE BLVD.
PORT ST. LUCIE, FL 34953P1 12/13/19P2 01/17/20P3 02/03/2020P4 03/05/2020WALKWAY FIELD VERIFYJOB NO.SHEETPort Orange, Flwww.bluestreamdesignstudio.comCAD@bluestreamdesignstudio.com(386) 256-8978DESCRIPTION12345678Port Charlotte, Fl(941) 275-9931DATECHECKED BY:DESIGN BY:REVAlthough every effort is made toensure the accuracy of theseplans it is the responsibility ofthe builder to verify alldimensions, details andspecifications shown.Bluestream Design Studio willnot be held liable for any errorsor omissions on these plans.Design and layout or conceptsfor this design were provided toBluestream Design Studio bythe builder shown. Anysimilarities to other plans orblueprints is solely theresponsibility of the builder.Plans may not be reproduced orcopied without the expresswritten consent of the Buildershown.SCALE:OFTMBLBB1/4" = 1'-0"GARDNER DUNN RD PERMITSET.dwg3/23/20A2FLOOR PLAN3
1.ELECTRICAL CONTRACTOR TO VERIFY SERVICE REQUIREMENTS2.200 AMP SERVICE3.ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCALCODES, AND THE LOCAL POWER CO.4.SMOKE DETECTORS ARE REQUIRED5.CARBON MONOKIDE DETECTORS AS REQUIRED6.FIELD VERIFY RECEPTACLE LOCATIONS7.ALL RECEPTACLES NOT REQ'D. TO BE GFI SHALL BE ARC FAULTPROTECTED PER NEC 210.128.ALL RECEPTACLES TO BE TAMPERPROOF WHERE REQ'D. BY NEC406.11 ARC-FAULT CIRCUIT INTERRUPTER SHALL BE INSTALLEDIN A READILY ACCESSIBLE LOCATION9.RECESSED LIGHTING FIXTURES MUST COMPLY WITH FLORIDAENERGY CODE 606.1.ABC. 1.2.4, PRODUCT APPROVAL (TOTALYENCLOSED)10.DISHWASHER OUTLET TO BE UNDER SINK FOR ACCESS11.EXHAUST IN BATHROOMS EXHAUSTED DIRECTLY TO OUTDOORS12.WIRE FOR GARBAGE DISPOSAL WITH SWITCHED OUTLET13.KITCHEN OUTLETS TO BE GFI14.FIELD VERIFY WELL PUMP AND AC EQUIPMENT LOCATIONS15.ALL LIGHTING FIXTURES, RECEPTACLES AND LIGHT SWITCHESMUST COMPLY WITH ART. 410 OF NEC16.W/P GFI OUTLET WITHIN 25' OF AC COMPRESSOR17.WIRE FOR GARAGE DOOR OPENER18.ALL SWITCHES WITH DECORA ROCKER19.WIRE FOR VENTLESS MICROWAVE, OUTLET IN CABINET ABOVEMUST BE HOME RUN20.IF NEC, PREWIRE FOR MIN SEWER ALARM BOX OR DOZER SEPTICSYSTEM (FIELD VERIFY)21.ALL SMOKE DETECTORS MUST BE A MINIMUM OF 3' FROM ANYBATHROOM DOOR22.ARC FAULT PROTECTION TO BE USED IN ALL BEDROOMS23.ELECTRICIAN TO SUPPLY ALL SMOKE DETECTORS AND DOOR BELLCHIMES24.ALL CHANGES MUST BE DONE IN WRITING BY GROZA BUILDERS,INC. HOME OWNERS DO NOT HAVE THE RIGHT TO CREATECHANGES WITHOUT DOCUMENTSSIZE SERVICE 200 AMPSCONDUCTOR SIZE 2/0 CUMETER CAN ONLYCONST. TYPE RESIDENTIAL#4 Bare copperto steel of footerwith one groundURG¶DZD\200 AMP OVERHEADELECTRIC SERVICE8GARDNER
GARDNER RESIDENCE
DUNN RD
PORT ST LUCIE, FL 511 SW PORT SAINT LUCIE BLVD.
PORT ST. LUCIE, FL 34953P1 12/13/19P2 01/17/20P3 02/03/2020P4 03/05/2020JOB NO.SHEETPort Orange, Flwww.bluestreamdesignstudio.comCAD@bluestreamdesignstudio.com(386) 256-8978DESCRIPTION12345678Port Charlotte, Fl(941) 275-9931DATECHECKED BY:DESIGN BY:REVAlthough every effort is made toensure the accuracy of theseplans it is the responsibility ofthe builder to verify alldimensions, details andspecifications shown.Bluestream Design Studio willnot be held liable for any errorsor omissions on these plans.Design and layout or conceptsfor this design were provided toBluestream Design Studio bythe builder shown. Anysimilarities to other plans orblueprints is solely theresponsibility of the builder.Plans may not be reproduced orcopied without the expresswritten consent of the Buildershown.SCALE:OFTMBLBB1/4" = 1'-0"GARDNER DUNN RD PERMITSET.dwg3/23/20A3ELECTRICAL4
FRONT ELEVATIONSCALE:14'' = 1'-0''TOP OF WINDOWS TO FASCIA=11-3/16'' +/- W/2X4 END RAILLEFT ELEVATIONSCALE:14'' = 1'-0''REAR ELEVATIONSCALE:14'' = 1'-0''RIGHT ELEVATIONSCALE:14'' = 1'-0''TOP OF WINDOWS TO FASCIA=11-3/16'' +/- W/2X4 END RAILTOP OF WINDOWS TO FASCIA=11-3/16'' +/- W/2X4 END RAILROOF VENTROOF VENTROOF VENTROOF VENTROOF VENTROOF VENTROOF VENTDECOBANDINGSTUCCOBANDINGDECOBANDINGSTUCCOBANDINGDECOBANDINGSTUCCOBANDINGDECORATIVESTUCCO FINISHFLORIDA BUILDING CODE RESIDENTIAL 2017 6TH 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 PSF522)'($'/2$'36)¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬ROOF 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/-51.1GARAGE DOOR: +34.2/-41.7MEAN ROOF HEIGHT: 13 FEET+34.2/-41.7+38.2/-41.7+38.9/-51.1+38.5/-46.2+38.5/-46.2+38.5/-50.3+39.8/-43.2+39.8/-43.2+39.8/-43.2+37.4/-40.9+39.8/-52.9+39.8/-52.9+39.8/-43.2+39.8/-43.2+38.2/-41.7+39.2/-42.6+38.2/-41.7+39.2/-51.7+39.2/-51.7+38.2/-41.7+39.8/+36.0/8GARDNER
GARDNER RESIDENCE
DUNN RD
PORT ST LUCIE, FL 511 SW PORT SAINT LUCIE BLVD.
PORT ST. LUCIE, FL 34953P1 12/13/19P2 01/17/20P3 02/03/2020P4 03/05/2020JOB NO.SHEETPort Orange, Flwww.bluestreamdesignstudio.comCAD@bluestreamdesignstudio.com(386) 256-8978DESCRIPTION12345678Port Charlotte, Fl(941) 275-9931DATECHECKED BY:DESIGN BY:REVAlthough every effort is made toensure the accuracy of theseplans it is the responsibility ofthe builder to verify alldimensions, details andspecifications shown.Bluestream Design Studio willnot be held liable for any errorsor omissions on these plans.Design and layout or conceptsfor this design were provided toBluestream Design Studio bythe builder shown. Anysimilarities to other plans orblueprints is solely theresponsibility of the builder.Plans may not be reproduced orcopied without the expresswritten consent of the Buildershown.SCALE:OFTMBLBB1/4" = 1'-0"GARDNER DUNN RD PERMITSET.dwg3/23/20A4ELEVATION5
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 31-HETA20Hatch Legend8'-0" A.F.FB6
B4
HJ7HJ7EJ7EJ7CJ1CJ3CJ5CJ1
CJ3
CJ5
EJ7EJ7CJ1CJ3CJ5CJ1
CJ3
CJ5
EJ7B1
B1
B1
B1
B1
B1
B1
B5
B3HJ7 EJ7EJ7CJ1CJ3CJ5CJ1
CJ3
CJ5 EJ7EJ7B2
B2
B2
C2HJ7HJ7EJ7CJ1CJ3CJ5CJ1CJ3CJ5EJ7CJ1CJ3CJ5CJ1CJ3CJ5EJ7C1A11A10A9A8A6A4A3HJ7HJ71EJ7EJ7EJ7EJ7EJ7EJ7EJ7CJ1CJ3CJ5CJ1CJ3CJ5EJ73EJ73EJ73EJ73EJ73EJ73EJ7CJ13CJ33CJ53CJ11CJ31CJ51A1A1
A1
A15
A14
A13
A12
A7
A5
A3
HJ72CJ11CJ31CJ51CJ11
CJ31
CJ51
EJ72EJ73EJ73C3C4C5C6C7C8EJ92
EJ91
EJ9
C10C9C8C8EJ82
EJ81
EJ8
EJ95
EJ94
EJ93
EJ71EJ7C8EJ3
HJ3CJ1
CJ3
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V1V2V3V4
V5LUS24LUS24LUS24
LUS24 LUS24LUS24LUS24LUS24LUS24LUS24LUS24LUS24
LUS24
LUS24
ATTIC AHUSTORAGEATTIC AHUSTORAGE<<< 2.5/12 VAULT<<< 2.5/12 VAULT2.5/12 VAULT >>>8'-1" BRG WALL8'-0" CLNG8'-0" CLNG8'-0" CLNG1'-0"HEEL HEIGHT5TRUSS END DETAILPLUMB CUT OVERHANG124-1/16"4' 4"
16' 8"4' 4"27' 0" 16' 4"22' 4"17' 8"56' 4"
21' 4"4' 0" 21' 6"9' 6"
56' 4"10' 0" 46' 0" 15' 4"23' 8"100' 0" 10' 0" 46' 0" 4' 8"4' 0" 11' 0" 100' 0" 15' 0" 24' 4"5' 0" 40' 0"
35' 0"
3' 6"11' 8"7' 0" 7' 0" 7' 0" 10 1/2"2' 0" 16' 4"
13' 10"18' 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" 2' 0" 2' 0" 7' 0" 7' 0" 9' 0" 7' 0" 2' 0 1/2"
8"2' 2"1' 2"1' 0" 14' 8"17' 8"1-HETA201-HETA201-HETA201-HETA201-HETA201-HETA201-HETA201-HETA201-HETA201-HETA201-HETA201-HTS202-HTS2021'-8"15'-4"1-HETA20Max Uplift 2=-663(LC 12), 11=-663(LC 13
Max Uplift 2=-663(LC 12), 11=-663(LC 13
Max Uplift 2=-663(LC 12), 11=-663(LC 13Max Uplift 2=-655(LC 12), 12=-655(LC 13Max Uplift 2=-635(LC 12), 11=-635(LC 13
Max Uplift 2=-655(LC 12), 12=-655(LC 13
Max Uplift 2=-635(LC 12), 12=-635(LC 13
Max Uplift 2=-614(LC 12), 8=-614(LC 13
Max Uplift 2=-714(LC 12), 13=-617(LC 13
Max Uplift 2=-714(LC 12), 11=-617(LC 13
Max Uplift 2=-703(LC 12), 11=-598(LC 13
Max Uplift 2=-1763(LC 8), 10=-1707(LC 9
Max Uplift 2=-313(LC 12), 18=-339(LC 9), 12=-246(LC 13Max Uplift 2=-316(LC 12), 17=-373(LC 9), 11=-249(LC 13Max Uplift 2=-328(LC 12), 17=-371(LC 9), 11=-233(LC 13Max Uplift 2=-310(LC 8), 19=-451(LC 8), 13=-186(LC 13Max Uplift 2=-688(LC 8), 9=-406(LC 9), 13=-2392(LC 4
Max Uplift 2=-134(LC 12), 10=-134(LC 13
Max Uplift 2=-134(LC 12), 10=-134(LC 13
Max Uplift 2=-134(LC 12), 10=-134(LC 13
Max Uplift 2=-134(LC 12), 10=-134(LC 13
Max Uplift 2=-134(LC 12), 10=-134(LC 13
Max Uplift 2=-134(LC 12), 10=-134(LC 13
Max Uplift 2=-134(LC 12), 10=-134(LC 13
Max Uplift 2=-201(LC 12), 11=-27(LC 13), 9=-271(LC 12
Max Uplift 2=-201(LC 12), 11=-27(LC 13), 9=-271(LC 12
Max Uplift 2=-334(LC 12), 9=-309(LC 13), 7=-183(LC
9
Max Uplift 2=-600(LC 8), 8=-911(LC 4), 6=-231(LC 24
Max Uplift 2=-201(LC 12), 11=-27(LC 13), 9=-271(LC 12
Max Uplift 2=-356(LC 12), 7=-356(LC 13
Max Uplift 2=-835(LC 8), 5=-835(LC 9
Max Uplift 6=-265(LC 13), 2=-315(LC 12Max Uplift 2=-688(LC 8), 5=-688(LC 9
Max Uplift All uplift 100 lb or less at joint(s) 6 except 2=-105(LC4), 9=-371(LC 8Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 7 except 9=-333(LC 12Max Uplift 6=-100(LC 9), 2=-83(LC 12), 8=-232(LC 9Max Uplift 6=-72(LC 9), 2=-37(LC 8), 8=-345(LC 12Max Uplift 6=-92(LC 12), 2=-52(LC 8), 8=-342(LC 12Max Uplift 5=-153(LC 12), 2=-77(LC 8), 6=-266(LC 12Max Uplift 6=-69(LC 9), 2=-43(LC 8), 8=-366(LC 12Max Uplift 1=-193(LC 8), 5=-448(LC 5), 7=-568(LC 8Max Uplift 5=-153(LC 12), 2=-77(LC 8), 6=-266(LC 12Max Uplift 5=-153(LC 12), 2=-77(LC 8), 6=-266(LC 12Max Uplift 5=-153(LC 12), 2=-77(LC 8), 6=-266(LC 12Max Uplift 3=-11(LC 1), 2=-110(LC 8Max Uplift 3=-65(LC 12), 2=-117(LC 8Max Uplift 3=-128(LC 12), 2=-123(LC 8Max Uplift 3=-11(LC 1), 2=-110(LC 8Max Uplift 3=-65(LC 12), 2=-117(LC 8Max Uplift 3=-128(LC 12), 2=-123(LC 8Max Uplift 3=-11(LC 1), 2=-110(LC 8Max Uplift 3=-65(LC 12), 2=-117(LC 8Max Uplift 3=-128(LC 12), 2=-123(LC 8Max Uplift 3=-11(LC 1), 2=-110(LC 8Max Uplift 3=-65(LC 12), 2=-117(LC 8Max Uplift 3=-11(LC 1), 2=-105(LC 8Max Uplift 1=-7(LC 12), 2=-32(LC 12Max Uplift 3=-11(LC 1), 2=-105(LC 8Max Uplift 1=-7(LC 12), 2=-32(LC 12Max Uplift 3=-130(LC 12), 2=-121(LC 8Max Uplift 1=-30(LC 12), 2=-80(LC 12Max Uplift 1=-58(LC 12), 2=-137(LC 12Max Uplift 3=-130(LC 12), 2=-121(LC 8Max Uplift 3=-161(LC12), 2=-140(LC 12Max Uplift 3=-161(LC12), 2=-140(LC 12Max Uplift 3=-161(LC12), 2=-140(LC 12Max Uplift 3=-161(LC12), 2=-140(LC 12Max Uplift 1=-82(LC 12),
4=-444(LC 9
Max Uplift 5=-152(LC
13), 2=-172(LC 8
Max Uplift 6=-80(LC 9),
7=-440(LC 8
Max Uplift 1=-82(LC 12),
4=-444(LC 9
Max Uplift 5=-143(LC
12), 2=-179(LC 12
Max Uplift 5=-200(LC
12), 2=-166(LC 12
Max Uplift 5=-200(LC
12), 2=-166(LC 12
Max Uplift 6=-77(LC 13),
4=-559(LC 9
Max Uplift 1=-62(LC 12),
4=-83(LC 12
Max Uplift 4=-98(LC 12),
2=-122(LC 8Max Uplift 1=-98(LC 12),3=-55(LC 9), 4=-73(LC 12Max Uplift 1=-88(LC 12),2=-152(LC 12), 3=-7(LC 12Max Uplift All uplift 100
lb or less at joint(s) 5
except 2=-110(LC 12),
6=-135(LC 9) Max Grav
All reactions 250 lb or
less at joint(s) 5, 5
except 2=281(LC 1),
6=424(LC 1 Max Uplift 3=-11(LC 1), 2=-110(LC 8Max Uplift 3=-65(LC 12), 2=-117(LC 8Max Uplift 3=-128(LC 12), 2=-123(LC 8Max Uplift 3=-11(LC 1), 2=-110(LC 8Max Uplift 3=-65(LC 12), 2=-117(LC 8Max Uplift 3=-128(LC 12), 2=-123(LC 88GARDNER
GARDNER RESIDENCE
DUNN RD
PORT ST LUCIE, FL 511 SW PORT SAINT LUCIE BLVD.
PORT ST. LUCIE, FL 34953P1 12/13/19P2 01/17/20P3 02/03/2020P4 03/05/2020JOB NO.SHEETPort Orange, Flwww.bluestreamdesignstudio.comCAD@bluestreamdesignstudio.com(386) 256-8978DESCRIPTION12345678Port Charlotte, Fl(941) 275-9931DATECHECKED BY:DESIGN BY:REVAlthough every effort is made toensure the accuracy of theseplans it is the responsibility ofthe builder to verify alldimensions, details andspecifications shown.Bluestream Design Studio willnot be held liable for any errorsor omissions on these plans.Design and layout or conceptsfor this design were provided toBluestream Design Studio bythe builder shown. Anysimilarities to other plans orblueprints is solely theresponsibility of the builder.Plans may not be reproduced orcopied without the expresswritten consent of the Buildershown.SCALE:OFTMBLBB1/4" = 1'-0"GARDNER DUNN RD PERMITSET.dwg3/23/20A6ROOF PLAN6
FOOTING AT CORNER2-#5 BARS CONTINUOUSw/25" MIN LAP & 1-#5VERTICAL BAR AT CORNER16"25"
25"
5*''65CHRISTOPHER D. BEERS, P.E.FLORIDA LICENSE NO. 645945109 Grand Palmetto WayNorth Port, Florida 34291-8049941-628-0635fax 413-487-9013chrisbeers@byu.net52'%+(+%#6+105&'6#+.5#0&BEAM CORNER DETAILBARS PER PLANw/25" MIN LAP 25"
25"8"MASONRY 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 DETAIL(3) 12" A.B. W/6"MIN.EMB.SPACED EQ.W/2" WASHEROR(4) 12" X 4-1/2"WEDGE ANCHORFOAM INSULATION R-9W/ (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.&21&67' +22.723 %27720MIN. 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 ROD[37ZLWK´[´ZHGJHDQFKRUVZLWKVTXDUHZDVKHUVAND SPACED NO MORE THAN 32" o.c.:,7+$0,1,0802))285¡:('*($1&+256OF 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 " thick stucco(horizontal application)and 7/8" thick stucco (vertical application)3/8" hi-rip lath wood framing with nails orVWDSOHVWRSURYLGHQROHVVWKDQ´penetration into horizontal wood framingDQG´SHQHWUDWLRQLQWRYHUWLFDOZRRGframing members8GARDNER
GARDNER RESIDENCE
DUNN RD
PORT ST LUCIE, FL 511 SW PORT SAINT LUCIE BLVD.
PORT ST. LUCIE, FL 34953P1 12/13/19P2 01/17/20P3 02/03/2020P4 03/05/2020JOB NO.SHEETPort Orange, Flwww.bluestreamdesignstudio.comCAD@bluestreamdesignstudio.com(386) 256-8978DESCRIPTION12345678Port Charlotte, Fl(941) 275-9931DATECHECKED BY:DESIGN BY:REVAlthough every effort is made toensure the accuracy of theseplans it is the responsibility ofthe builder to verify alldimensions, details andspecifications shown.Bluestream Design Studio willnot be held liable for any errorsor omissions on these plans.Design and layout or conceptsfor this design were provided toBluestream Design Studio bythe builder shown. Anysimilarities to other plans orblueprints is solely theresponsibility of the builder.Plans may not be reproduced orcopied without the expresswritten consent of the Buildershown.SCALE:OFTMBLBBCustomGARDNER DUNN RD PERMITSET.dwg3/23/20S1STRUCTURAL9
5*''65CHRISTOPHER D. BEERS, P.E.FLORIDA LICENSE NO. 64594941-628-0635fax 413-487-9013chrisbeers@byu.net52'%+(+%#6+105&'6#+.5#0&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&+256DEPTH WITHIN 6" OF STUDS; & 32'' O.C.FOR REMAINING WALL:+22.$1'WASHERS. 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.5/8 " thick stucco(horizontal application)and 7/8" thick stucco (vertical application)3/8" hi-rip lath wood framing with nails orVWDSOHVWRSURYLGHQROHVVWKDQ´penetration into horizontal wood framingDQG´SHQHWUDWLRQLQWRYHUWLFDOZRRGframing members5109 Grand Palmetto WayNorth Port, Florida 34291-8049BEAM PER PLANFOOTER PER PLAN8'-0"8"19'-6"1'-4"FRONT PORCH DETAIL8GARDNER
GARDNER RESIDENCE
DUNN RD
PORT ST LUCIE, FL 511 SW PORT SAINT LUCIE BLVD.
PORT ST. LUCIE, FL 34953P1 12/13/19P2 01/17/20P3 02/03/2020P4 03/05/2020JOB NO.SHEETPort Orange, Flwww.bluestreamdesignstudio.comCAD@bluestreamdesignstudio.com(386) 256-8978DESCRIPTION12345678Port Charlotte, Fl(941) 275-9931DATECHECKED BY:DESIGN BY:REVAlthough every effort is made toensure the accuracy of theseplans it is the responsibility ofthe builder to verify alldimensions, details andspecifications shown.Bluestream Design Studio willnot be held liable for any errorsor omissions on these plans.Design and layout or conceptsfor this design were provided toBluestream Design Studio bythe builder shown. Anysimilarities to other plans orblueprints is solely theresponsibility of the builder.Plans may not be reproduced orcopied without the expresswritten consent of the Buildershown.SCALE:OFTMBLBB1/4" = 1'-0"GARDNER DUNN RD PERMITSET.dwg3/23/20S2STRUCTURAL10
Job #: 672
Performed by Vicki Lynne Barenberg for:
Gardner Residence
TBD Dunn Rd
Port St Lucie, FL 34983
Air Calcs, LLC
7550 Hidden Hammock Ln
Vero Beach, FL 32966
Phone: 772.800.8413
vickilynne@aircalcs.com
Scale: 1 : 117
Page 1
Right-Suite® Universal 2019
19.0.15 RSU27054
2020-Feb-13 08:51:13
...Rd PSL Gardner Residence GBI.rup
N
Level 1
Garage
Guest House
Master SuiteWICBed 2
LaundryBath 2
Bed 3
Master Bath
Hallway
Linen Pantry Wtr Htr
Kitchen/Nook
Great Room
Guest Bath
G Clst
10 x 6
79 cfm
8 x 4
11 cfm 10 x 6
47 cfm
12 x 12
251 cfm
10 x 10
112 cfm 10 x 10
112 cfm
8 x 4
28 cfm
8 x 8
55 cfm
12 x 12
265 cfm
12 x 12
265 cfm 12 x 12
201 cfm12 x 12
201 cfm
12 x 12
237 cfm
8 x 8
86 cfm
10 x 6
64 cfm
8 x 8
86 cfm
36 x 18
1023 cfm
12 x 12
201 cfm
12 x 12
79 cfm
12 x 8
201 cfm
18 "
8 "5 "
14 "
10 "
10 "
9 "9 "8 "8 "
4 "
8 "6 "
4 "
4 "
12 "
10 "
12 "
14 "
5 "
7 "
7 "
10 "
6 "6 "
5 "