HomeMy WebLinkAboutBOUNDARY & TOPOGRAPHIC SURVEY 12-3-18I
LEGEND
RLS = REGISTERED LAND SURVEYOR
LB = LICENSED BUSINESS
WPP = WOOD POWER POLE
-//- = OVERHEAD UTIL177ES
x 0.00' = SPOT ELEVATION
-W- = PROPOSED WATERLINE
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McNEURLIN STREET
NW CORNER OFLOT 8
FOUND4'WCONCRETE
"UWNT /P2V RLS 2_VV
NWCORNER OFLOTT
FOUNDSB•rRONROO
ACAP (LB 4286)
VACANT LAND
NC 08SrRUC77ONS
FOUND SB'IRONROD _
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ICC
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LEGAL DESCRIPTION.'
LOT 8; DRAWDYI8ROCKSMITHROAD SMMSION ACCORDtNG TO THEPLAT 7HEREOFASRECORDEDINPLATBOOK75, PAGE25
OF THEPUBUCRECORDSOFST. LUCIECOUNTY, FLOR04.
CERTIFICATIONS
-
I TABITHASM/THHESTER
2. CENTERSTATEBANK its successors a assiOrA as 6W)" wasts may appear
3. COMMONWEALTHLAND TIT LE/NSURANCECOMPANY
4. GONANO & HARRELL
5, GROZA BUILDERS, INC.
SURVEYORSNOTES.
1. NO ATTEMPT WAS MADEBY THISHRM TOLOCATE UNDERGROUND UTILITIES OWRADJACENT TO THIS SITE THEAPPROA MATE
LOCATION OFAU UTYU77ES SHOWNHEREON WERE TAKEN FROMASSUIL TDRAWINGSANLVOR ON41TELOCATIONAND SHOULD BE
VERIFIED BEFORE CONSTRUC71ON.
2 NO ATTEMPT WAS MADEBY THIS FIRM TOLOCAIF UNDERGROUND FOOTINGS OFBUILDINGS OR FENCES ONORADJACENT TO
7HIS SITE;
3. LANDS SHOWNHEREON WERE NOTABST R4CTED FOR EASEMENTSANLVOR RIGHTS OF WAY OFRECORD EXCEPT AS SHOWN ON
THERECORD PLAT IFANY
4. THIS PROPERTY WAS SURVEYED KITHOUT THESENEFIT OFA TITZESEARCH.
5 ALL ELEVA71ONS SHOWNARE BASED ON NORTHAMERICAN VERTICAL DATUM 1986 (NAVO 88)
8. THE BEARING BASE OF THIS SURVEYIS ALONG THE EAST RIGHTOFWAYLINEOFSOUTHBROCKSMITHROAD N00'021021V
T LEGAL OESCRIP77ON FURNISHED BY CLIENT.
8. ALL BEARINGSAND DISTANCES SHOWNARE PLAT AND MEASURED UNLESS OTHERWISE NOTED.
9. ADD177ONS OR DELE77ONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
10 THIS SITE LIES IN FLOOD ZONE X'AS SCALED AND INTERPOLATED ON FEMA MAP NO. 12111C-010-J, DATED: FEBRUARY f$ 2012.
11. OWNERSHIP OF FENCES AS SHOWN, IFANY, ARENOT DETERMINED BY THIS SURVEY
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DEC - 3 2018
Permitting Department
St. Lucie County, FL
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SURVEYOR'S CERTIFICATION.
I HEREBY CERTIFY THAT THIS SURVEYMAPAN.UOR4EPORT WAS PREPARED UNDER MYRESPONSIBLE CHARGE MEETS THE
STANDARDS OFPRACTICEAS SET FORTHBY THEFORICA BOARD OF PROFESSIONAL SURVEYORS AND MAP S INCHAPTERW-17,
FLORIDA ADMIMS7RA77VECODEANDTHATITISTR)EANDCORRECT TOTHE BEST OFMYANOWLEDGEAN EFSURVEYMAP
AND REPORT OR THE COPIES 7HEREOFARE NOT LAUD WITHOUT THE SIGNATUUREAND THE ORIGINAL D SEAL OFA FLORIDA,.
LICENSED SURVEYOR AND MAPPER r
C IGO TS'
ESSIGYAL SURVrEYOR & MAPPER
NO. 5647 STATE OF FL. �RIDA
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FIELD DATE
18
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LEGEND:
RLS = REGISTERED LAND SURVEYOR
LB= LICENSED BUSINESS
WPP = WOOD POWER POLE
-J- = OVERHEAD UTILITIES
x 0.00' = SPOT ELEVATION
-W- = PROPOSED WA7ERLINE
PROPOSED SWALE (6`BKOW PROPERTYUlVE &EVAM
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HAICHAZEA TOBERUEDIN
LEGAL DESCRIPTION.
LOT 6, DRAWDY/BROCKSMITH ROAD SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK75, PAGE 25
OF THE PUBLIC RECORDS OF ST LUCIE COUNTY. FLORIDA.
CERTIFICATIONS:
1, TABITHA SMITH NESTER
2. CENTERSTATE BANK, its successors and/or assigns, as their interests may appear
3. COMMONWEAL TH LAND 77 ILE INSURANCE COMPANY
4. GONANO & HARRELL
5. GROZA BUILDERS, INC.
SURVEYOR'S NOTES:
1. NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND UTILITIES ON70R ADJACENT TO THIS SITE THE APPROXIMATE
LOCATION OF ALL UTILITIES SHOWN HEREON WERE TAKEN FROMASBUIL T DRAWINGS AND/OR ON -SITE LOCATION AND SHOULD BE
VERIFIED BEFORE CONSTRUCTION
2. NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND FOOTINGS OF BUILDINGS OR FENCES ON OR ADJACENT TO
THIS S/TE
3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS OF WAY OF RECORD EXCEPT AS SHOWN ON
THE RECORD PLAT 1FANY
4. THIS PROPERTY WAS SURVEYED WITHOUT THE BENEFIT OFA TITLE SEARCH
5, ALL ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988 (NA VD 88)
6. THE BEARING 84SE OF THIS SURVEYIS ALONG THE EAST RIGHT OF WAY LINE OF SOUTH BROCKSMI'TH ROAD, N00°0202'W
7. LEGAL DESCRIPTION FURNISHED BYCLIENT
8. ALL BEARINGS AND DISTANCES SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED.
9, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY 07HER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES,
10. THIS SITE LIES INFLOOD ZONE X `AS SCALED AND INTERPOLATED ON FEMA MAP NO. 12111C-0165,1, DATED FEBRUARY 16. 2012.
11. OWNERSHIP OFFENCES AS SHOWN, IFANY, ARE NOT DETERMINED BY THIS SURVEY.
S83f26281"29.8X 4^
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LOCATION MAP NOT TO SCALE
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TOP OF SW � f
DRA/NAGEDIPH ,� d
-- _ TOP OF BANK 'y0— --. —.._. .-- _— -- -- +'�FOUNDSTIRONROD
PLATTEB-06'DR41NAO"bTILITYE* NT. 6CAP(LB 4286)
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S89 °2828" 929.55' lz1
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SURVEYOR'S CERTIFICATION:
I HEREBY CERTIFY THAT THIS SURVEY MAP AND/DR REPORT WAS PREPARED 'UNDER MY RESPONSIBLE CHARGEAND MEETS THE
STANDARDS OF PRACTICEAS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORSAND MAPPERS )N CHAPTER 5J-17,
FLORIDA ADMINISTRATIVE CODE AND THAT IT IS TRUEAND CORREC r TO THE BEST OF MY KNOWLEDGE AND BELIEF. SURVEYMAP
AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATUREAND THE ORIGINAL RAISED SEAL OFA FLORIDA
LICENSED SURVEYOR AND MAPPER
CRAt3 D. WATSON
PROrESSIONAL SURVEYOR & MAPPER
NC t 7STATE OFFLORIDA
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JOB NUMBER'
18 410
FIELD DATE'
12-13-2016
CHECKED BY,'
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LEGEND.'
LB = UCENSED BUSINESS
.., POWER POLE
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4.4
--—- — — —ti,— — — — — — —
aec
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M.
LEGAL DESCRIPTION.'
LOT 6, DRAWDYI BROCKSMITH ROAD SUBDIVISION, ACCORDING TO THE PLAT THEREOFAS RECORDED IN PLAT BOOK75, PAGE 25
OF THE PUBLIC RECOROS OF ST. LUCIE COUNTY, FLORIDA
CERTIFICATIONS:
1. TABITHASMITHHESTER
2 CENTERSTA TE BANK, #ssrx 9mrsenWarasWm, asffwlntetastsmay appear
3. COMMONWEALTH LAND TITLE INSURANCE COMPANY
4. GONANO 8 HARRELL
5. GROZA BUILDERS, INC.
SURVEYOR'S NOTES'
1. NO ATTEMPT WAS MADE BY THIS FiRM TO LOCATE UNDERGROUND U77UTiES ONOR ADJACENT TO INiS SITE. THEAPPRaWMATE
LOCATION OF ALL UTILITIES SHOWN HEREON WERE TAKEN FROMASBUILT DRA WINGS ANDIOR ON-51TELOCATiONAND SHOULD BE
VERIFIED BEFORE CONSTRUCTION.
2 NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND FOOTINGS OF BUILDINGS OR FENCES ON OR ADJACENT TO
THIS SITE.
3. LANDS SHOWN HEREON WERE NOTABSTRACTED FOR EASEMENTS ANDIOR RIGHTS OF WAY OF RECORD EXCEPT AS SHOWN ON
7HERECORO PLAT IFANY.
4. THiS PROPERTY WAS SURVEYED WITHOUT THE BENEFITOFA TITLE SEARCH
5. ALL ELEVATIONS SHOWN ARE BASED ON NORTHAMERIGAN VERTICAL DATUM 1988 (MAVD 88)
6 THE BEARING BASE OF THIS SURVEYIS ALONG THE EAST RIGHT OF WAYUNE OF SOUTH BROCKSMITH ROAD, N0O°02OM
7. LEGAL DESCRIPTION FURNISHED BY CLIENT
a ALL BEARINGS AND DISTANCES SHOWN ARE PLATAND MEASURED UNLESS 07HERWSENOTED.
9. ADDITIONS OR DELETIONS TO SURVEYAWS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PAR77ES ISPROHIB17ED
WITHOUT WRi7TEN CONSENT OF THE SIGNING PARTY OR PARTIES
10. THiS S17ELIES iNFLOOD ZONE X AS SCALED AND INTERPOLATED ON FEMA MAP NO. 12111C-0165-J, DATED: FEBRUARY 16, 201Z
11.OWNERSHIP OFFENCES AS SHOWN, IF ANY, ARE NOT DETERMINED BY THIS SURVEY.
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SURVEYOR'S CERTIFICATION
I HEREBYCERTiFYTHAT THIS SURVEY MAPAND2RREPORT WAS PREPARED UNDERMYRESPONS/ME
STANDARDS OFPRACTICEASSETFORTHBYTHE FLOR 4.BOARDOFPROFESSIONAL SURVEYORSAND
FLORIDA ADMiNISTRAIMECODEAND THAT IT IS TRUEAND CORRECT TO TT'IEBEST OFMYKNOWLEDGE
AND REPORT OR THE COPIES THEREOFARE NOT VALID WITHOUT THE SIGA64 TUREAND THEORIGiAIAL R
LICENSED SURVEYOR AND MAPPER
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PROFESSONAL SURVEYOR 8 MAPPER
NO. 5647STATEOFt t.ORM4
JOB NUAMER,-
18.410
FIELD DATE:
12-13-2016
CHEEKEDBY.•
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DPK
SCALE
lot jncjdd#d on This
SHEET
I OF If
10'-0" Truss
8'-0" Truss
U-0" Finish Floor
Finish Grade
St. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
A CUSTOM rMODEL FOR.
GROZA BUILDERS, INC.
AURORA TSH
TABITHA SMITH-HESTER
BROCKSMITH RD.
FT. PIERCE, FL
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FINISH
18"X30" FOAM MOULDIN
18" BELOW SOFFIT
FLOAT FINISH 18" BELOW SOFFIT
BUILDING PERMIT
OWNERS NAME
CONTRACTOR - GROZA BUILDERS CONTRACTOR'S ADDRESS 511 SW PORT ST LUCIE BLVD
PORT ST LUCIE FL 34953
OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
FL= OR MIAMI-DADE PRODUCT MODEL NUMBER MANUFACTURER GLASS DESCRIPTION METHOD OF ATTACHMENT
FL 16177.1 IMPACT WINDOWS SH8100 PVC SINGLE HUNG CWS WINDOWS IMPACT q" Tapcons, 1-1/4" Min. Embec in
SINGLE HUNG-OW-E 366 INSULATED Head & lamb, in all mfg. holes
PRESSURE I PRESSURE
SEE ELEVATION PAGE I +/- 70 PSF
FL 20470.12 IMPACT
REAR LANAI DOOR
Model #S828
THERMA TRU
IMPACT
LOW-E 366 INSULATED
' Tapcons, 1-1/4" Min. Ember
in
SEE ELEVATION PAGE
+/- 60 PSF
Head &lamb, in all mfg. holes
4" T.C. at 14" O.C. 1-1/4" EMB
D AT
+ 50 PSF
FL 20468.18 IMPACT
FRONT DOOR
Model #S828
THERMA TRU
6" FROM CORNERS
16-0330.03
GARAGE DOOR 16' W
824/811
DAB
PLAG ANGLE TO HAVE (3) & X 1-5/8"
G SCREWS
+31.9/-35.6
AND DOOR BRACKET TO HAVE LAG SC
EWS 24" O.C.
16-0330.02
GARAGE DOOR 8'W
824/811
DAB
MAX AND 6" FROM CORNERS
FL= OR MIAMI-DADE
MODEL NUMBER
MANUFACTURER
METHOD OF ATTACHMENT
BUILDING DESIGN
PRODUCT DESIGN
PRESSURE
PRESSURE
MULLIONS
FL-9520.1
Fastener: #9 x 15 corrosion resistant with
METAL ROOF
17443.1
]A TAYLOR ROOFING
seal washers in Compliance with 2017 FBC
code section 1507
SHINGLE ROOF
SIDING
SOFFIT
FL-16503.1
Kaycan LTD
2X4 BRACE AT CENTER OF PANEL
+23.6/-28.8
+70/-61.3
HURRICANE PANELS
LESS THAN 6' SPAN
+23.6/-28.8
+65/-77
HURRICANE PANELS
6' SPAN OR MORE
-
NOTE:
ALL MANUFACTURED HOLES MUST BE FILLED WITH APPROPRIATE FASTENERS
I HAVE REVIEWED THE ABOVE COMPONANTS AND CLADDING AND HAVE APPROVED THEIR
USE IN TEH STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES DATE:
SPECIFIED BY CURRENT CODE PROVISIONS.
NAME SIGNATURE
DESIGN FIRM CERT. NO
DECORATIVE
CUPELO
,DECO RAILING
+38.0/
41.4
5V METAL
ROOF
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-41.6
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STUCCO
FINISH
ALL MANUFACTURES LABLES SHOWING
U 1AOMM AND SHOO COMPLIANCE
yM FBD ENEROy CODE MUST
°NOWS
gD/0MEAPPPDM
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OH
A�07"-0-5ry
ST. LUCIE COUNTY EITLDNC 7„ ,'^
REV1F.11'L•'ll FOR C AN
REVIENVED BY f
DATE
PLANS AND PERINUT DTUST HE KEPT ON JOB,
G : NCo INSPECTION WILL BE MADE.
CONCEALED FASTENERS OR ATTACHMENTS
l ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF f zccw
1IINO MUG A,YD 3I I -RE WBJEC .Yfu f ..A`rO" „grp WORK
;A�BEEDE ;t-D!h0P_CTCRST,,,pAT
cOMPLYWTH.LLAI L qj
�IE CODE8.
TERMITE
DRAWING INDEX
C1 COVER PAGE
Al FOUNDATION PLAN
A2 FLOOR PLAN
A3 ELECTRICAL PLAN
A4 EXTERIOR ELEVATIONS
A5 HVAC PLAN
A6 ROOF PLAN
S1 ENGINEER'S DETAIL PAGE
S2 ENGINEER'S DETAIL PAGE
AREA SCHEDULE
NAME
AREA
Living
2319 sq ft./257.67 cf.
Garage
674 sq ft.
Lanai
122 sq ft.
Entry
178 sq ft.
Total SF
3293 sq ft./365.88 cf.
�yl6i y_.
BUILIDING CRITERIA
BASIC WIND SPEED, Vult 170 MPH
BASIC WIND SPEED, Vasd 132 MPH
RISK CATEGORY II
WIND EXPOSURE C
INTERNAL PRESSURE
COEFFICIENT +/-0.18
COMPONENT AND CLADDING
ASO WIND PRESSURE (PSF) to
FULLY ENCLOSED STRUCTURE
IMPACT GLASS:_ X —APPROVED SHUTTERS__ —_BOTH_ --
MAIN WINDFACE RESISTING SYSTEM
PER TABLE 1609.6A
TRUSS DESIGN SHALL BE IN COMPLIANCE WITH WIND DESIGN
METHOD ASCE 7-10 AND THE FBC 2017 6th EDITION
I�MIR
W A T E R- A I R- L A N D
1040 Harbour Drake Dr. chrisbeers@byu.net 941-628-0635
0, inln (_n..l- Cl—.;.4— 001100 [__. n e n n_ n� nnn n
lax Y 10-VOI-.7V 10
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IZZZ
CHRISfOPHER D. NE� P.E.
FLORIDII94
#II111"\\"�P 1 2 2010
DATE
Although every effort is made to
ensure the accuracy of these
plans it is the responsibility of
the builder to verify all
dimensions, details and
specifications shown.
Bluestream Design Studio will
not be held liable for any errors
or omissions on these plans.
BLUESTREAM
< @ DS DESIGN
STUDIO
Residental CAD Drafting
3D Renderings
rap Ic Design -services
Port Orange, FI
(386)256-8978
Port Charlotte, FI
(941) 275-9931
www.bluestreamdesignstudio.com
CAD@ bluestrea mdesig nstudio.mm
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Design and layout or concepts
for this design were provided to
Bluestream Design Studio by
the builder shown. Any
similarities to other plans or
blueprints is solely the
responsibility of the builder.
Plans may not be reproduced or
copied without the express
written consent of the Builder
shown.
DATE
9/12/18
DESIGN BY:
LBB
CHECKED BY:
TMB
JOB NO.
AURORA TSH Pe
REV
DESCRIPTION
1
P107/09/18
2
P207/11/18
3
P3 08/02/18
4
5
6
7
8
W
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COVER
SCALE: 1/4" = 1'-0"
1 OF 8
it Set.dwg
-V
opy
9'4' Truss
8'-0" Truss
r
0'4' Finish Floor
Finish Grade
CITY OF FT. PIERCE BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
BUILDING PERMIT
GR®ZA BUILDERS, INC.
AURORA TSH
TABITHA SMITH-HESTER
BROCKSMITH RD.
FT. PIERCE, FL
'
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VkT
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+39.2/.
.
. STUCCO
' FINISH
18"X30" FOAM MOULDIN
18" BELOW SOFFIT
FLOAT FINIISH
18" BELOW SOFFIT
OWNERS NAME
CONTRACTOR - GROZA BUILDERS CONTRACTOR'S ADDRESS 511 SW PORT ST LUCIE BLVD
PORT ST LUC E FL 34953
OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
FL= OR MIAMI-DADE
PRODUCT
MODEL NUMBER
MANUFACTURER
GLASS DESCRIPTION
METHOD OF ATTACHMENT
BUILDING DESIGN
PRODUCT DESIGN
PRESSURE
PRESSURE
FL 16177.1 IMPACT
WINDOWS
SH8100 PVC SINGLE HUNG
CWS WINDOWS
IMPACT
"Tapcons, 1-1/4" Min. Embed in
SINGLE HUNG
LOW-E 366 INSULATED
Head & Jamb, in all mfg. holes
SEE ELEVATION PAGE
+/- 70 PSF
FL 20470.12 IMPACT
REAR LANAI DOOR
Model #S826
THERMA TRU
IMPACT LOW-E 366 INSULATED
' Tapcons, 1-1/4" Min. Embed in
SEE ELEVATION PAGE
+/- 60 PSF
Head &Jamb, in all mfg. holes
}" T.C. at 14" O.C. 1-1/4" EMBED AT
+ 50 PSF
FL 20468.18 IMPACT
FRONT DOOR
Model #S828
THERMA TRU
6" FROM CORNERS
16-0330.03
GARAGE DOOR 161W
824/811
DAB
PLAG ANGLE TO NAVE (3) J" X 1-5/8" LAG SCREWS
+31.9/-35.6
AND DOOR BRACKET TO HAVE LAG SCREWS 24" O.C.
16-0330.02
GARAGE DOOR 8'W
824/811
DAB
MAX AND 6" FROM CORNERS
FL= OR MIAMI-DADE
MODEL NUMBER
MANUFACTURER
METHOD OF ATTACHMENT
BUILDING DESIGN
PRODUCT DESIGN
PRESSURE
PRESSURE
MULLIONS
FL-9520.1
Fastener: #9 x 15 corrosion resistant with
METAL ROOF
17443.1
JA TAYLOR ROOFING
seal washers in Compliance with 2017 FBC
code section 1507
SHINGLE ROOF
SIDING
SOFFIT
FL-16503.1
Kaycan LTD
ZX4 BRACE AT CENTER OF PANEL
+23.6/-28.8
+70/-61.3
HURRICANE PANELS
LESS THAN 6' SPAN
+23.6/-28.8
+65/-77
HURRICANE PANELS
6' SPAN OR MORE
NOTE:
ALL MANUFACTURED HOLES MUST BE FILLED WITH APPROPRIATE FASTENERS
I HAVE REVIEWED THE ABOVE COMPONANTS AND CLADDING AND HAVE APPROVED THEIR
USE IN TEH STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES DATE:
SPECIFIED BY CURRENT CODE PROVISIONS.
DESIGN FIRM CERT. NO
DECORATIVE
CUPELO
DECO RAILING
+38.0/
41.4
5V METAL
ROOF
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TEXTURED ..+38,2/
. .
..STUCCO. _
SMOOTH
STUCCO
FINISH
1 {A
Sl . Lucie County,
DRAWING INDEX
C1 COVER PAGE
Al FOUNDATION PLAN
A2 FLOOR PLAN
A3 ELECTRICAL PLAN
A4 EXTERIOR ELEVATIONS
A5 HVAC PLAN
A6 ROOF PLAN
S1 ENGINEER'S DETAIL PAGE
S2 ENGINEER'S DETAIL PAGE
AREA SCHEDULE
NAME
AREA
Living
2319 sq ft.
Garage
674 sq ft.
Lanai
122 sq ft.
Entry
178 sq %
Total SF
3293 sq ft.
BUILIDING CRITERIA
BASIC WIND SPEED, Vult 170 MPH
BASIC WIND SPEED, Vosd 132 MPH
RISK CATEGORY II
WIND EXPOSURE C
INTERNAL PRESSURE
COEFFICIENT +/-0.18
COMPONENT AND CLADDING
ASO VNND PRESSURE (PSF) to
FULLY ENCLOSED STRUCTURE
IMPACT GLASS: X APPROVED SHUTTERS_
MAIN WINDFACE RESISTING SYSTEM
PER TABLE 1609.6A
TRUSS DESIGN SHALL BE IN COMPLIANCE WITH WIND DESIGN
METHOD ASCE 7-10 AND THE FBC 2017 6th EDITION
( W A T E R- A I R- L A N D
1040 Harbour
Drake Dr. chrl§beerAjQbyu.net 941-628-0635
Punta _r.cFSSI/), % fax413-687-9013
;gyp°; STATE OF
St
E.
gnnn��NNA
DATE
AUG 14 2018
Although every effort is made to
ensure the accuracy of these
plans it is the responsibility of
the builder to verify all
dimensions, details and
specifications shown.
Bluestream Design Studio will
not held liable for any errors
or omissions on these plans.
BLUESTREAN!
DS DESIGN
STUDIO
Residental CAD DraPong
eTedngs
Crap isDesign Services
Port Orange, A
(386) 256-8978
Port Charlotte, A
(941) 275-9931
www.bluestreamdesignstudio.corn .
CAD@bluestreamdesignstudio.corr
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Design and layout or concepts
for this design were provided to
Bluestream Design Studio by
the builder shown. Any
similarities to other plans or
blueprints is solely the
responsibility of the builder.
Plans may not be reproduced or
copied without the express
written consent of the Builder
shown.
DATE
8/14/18
DESIGN BY:
LBB
CHECKED BY:
TMB
JOB NO.
AURORA TSH Pe
REV
DESCRIPTION
1
P107109/18
2
P207/11/18
3
P3 08/02/18
4
5
6
7
8
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SCALE: 1/4" = V-0"
1 OF 8
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is Permit
FOUNDATION NOTES
ALL CONCRETE SHALL HAVE A MIN. COMPRESSIVE
STRENGTH OF 3000 PSI 0 28 DAYS FOR FTG'S & SLABS
REINFORCING STEEL (REBAR) SHALL BE ASTM. GRADE 60
DEFORMED BILLET STL. CLEAR COVER SHALL BE 3" FOR
FOOTINGS & 1-1/2" IN BEAMS. LAPPED STEEL MIN 25". 10" STD.
HOOKS W/ 90 DEGREE BENDS.
FTGS SHALL BEAR ON UNDISTURBED SOIL A/0 PROPERLY
COMPACTED FILL (2000 PSF MIN.). FILL MATERIAL SHALL
BE COMPACTED TO 95% DENSITY OF A STANDARD PROCTOR.
TO BE VERIFIED BY GENERAL CONTRACTOR/OWNER.
ELECTRIC SERVICE GROUND TO BE BONDED TO FTG STEEL
CONTRACTOR TO VERIFY ALL HOSE BIBB LOC. & TYPE
CONTRACTOR TO ROUGH IN A/H CHASE A/0 DRAIN
LINES, & CONDUITS AS NEEDED
CONTRACTOR TO VERIFY A/0 PROVIDE FOR SLAB
RECESSES, SILLS & CURB REQMTS 0 ALL DOORS
CONTRACTOR TO DETERMINE ANY SLOPE OF SLAB REQMTS
LAP ALL HORIZ FTG REBAR 25" MIN
ALL STL MIN. GRADE 60
BOTT OF FTG MIN 12" BELOW FINISH GRADE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE 2014 ED AND
LOCAL CODES AS THEY MAY APPLY
MINIMUM 12" SLOPE 1/6 MAX : �, �;
OF FOOTING
BELOW GRADE 16"
5'FLA
6" MIN
F 1 3" MIN COVER
3 TYP ►I 16"_43" TYP
MONO EDGE FOOTER
MINIMUM 12" SLOP
OF FOOTING
BELOW GRADE 16'
rt (2) #5
F 1 CURB 3" MIN COVER
E�
3 TYP ►I 16„ 143" TYP
TYP FOOTING
W/CURB SCALE:NTS
FINISHED FLOOR
ELEVATION 6
F2 WEDGEANCH ODO pl
]6"Xi6"
STEP FOOTER (2)#S REBAR
@ ORO. WALLS
4" CONCRETE
r SLAB
WEDGE
F3
BELL
4" CONCRETE
SLAB
#5 REBAR
CONTINUOUS
6"xV WIRE
MESH OR FIBER
VERT. OR LATERAL
BEARING WALL
#5 REBAR
CONTINUOUS
6"x6" WIRE
MESH OR FIBER
REBAR
4" CONCRETE
SLAB
WIRE
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BEARING PAD #s REBAR s° oc
EACH WAY
l:Il:i<�l
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BEARING PAD #s REBAR a" oc
EACH WAY
24'-1"
rB
5T-0"
14'-311
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TERMITE NOTES:
1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE
TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND
TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED.
2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT
LEAST V-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 V-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.
SLAB NOTE
3000 PSI CONCRETE SLAB
411 THICK W/ FIBERMESH
(OR 611X6" 10 /10 W.W.F.)
OVER 6 MILL VISQUEEN AND
CLEAN, COMPACTED, TERMITE
TREATED FILL
TUB `rz' 2" BATH 2
WC ,f------��
�\ 2" VENT C.O.
-------------
LAV I 2"
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KITCHEN
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PLUMBING CONTRACTOR TO VERIFY
PLUMBING LAYOUT AND RISER DIAGRAM.
,I
PLUMBING CONTRACTOR TO
' VERIFY PLUMBING WALL LOCATIONS
,
, I
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4" 2 WAY C/O
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TO SEWER SYSTEM
OR APPROVED SEPTIC
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PLUMBIN R SER
N.T.S.
T 2) #5 BARS CONTINUOUS
W/ 25" MIN LAP & #5
s VERTICAL BAR @ CORNER
(SEE FOUNDATION PLAN)
FOOTING CORNER DETAIL
4" CONCRETE
SLAB
WIRE
F6
BEARING PAD
WATER -Al R - LAN D
#5 REBAR 8" OC
EACH WAY
1040 Harbour Drake Dr. chrisberersa byu.net 941-628-0635
Punta Gorda, Florida 33983 fax 413-687-9013
Q 'DER
DATE
Of
AUG t 4 2018
Although every effort is made to
ensure the accuracy of these
plans it is the responsibility of
the builder to verify all
dimensions, details and
specifications shown.
Bluestream Design Studio will
not be held liable for any errors
or omissions on these plans.
BLUESTREAM
DS DESIGN 8
STUDIO
Residental CAD Drafting
3D Renderings
GrapFlc Design dices
Port Orange, FI
(386) 256-8978
Port Charlotte, A
(941) 275-9931
www.bluestreamdesignstudio.com
CAD@bluestreamdesignstudio.com
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Design and layout or concepts
for this design were provided to
Bluestream Design Studio by
the builder shown. Any
similarities to other plans or
blueprints is solely the
responsibility of the builder.
Plans may not be reproduced or
copied without the express
written consent of the Builder
shown.
DATE
8/14/18
DESIGN BY:
LBB
CHECKED BY:
TMB
l08 No.
AURORA TSH Pe
REV
DESCRIPTION
1
P107/09/18
2
P2 07/11/18
3
P3 08/02/18
4
5
6
7
8
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TYPE DESIGNATION
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FILLED WITH GROUT I U=UNFILLED
rO W NTTY OF 45 FIELD ADDED R SAW AT
j BOTTOM OF U-LINTEL CAN FOR
GMNTY LOAD
81 F1 16-1 B/1T
NOMINALWIDTH J J LDUANiIN OF" FIELD
Ap°E° REBAR AT TOP OF
NOMINALHEIGHT COMPOSITE U-LINTEL FOR
UPLIFT LOAD
e FIELDADCEDRESARAT
T°POFW.IPoSRE
U. INTEL MIN (,) RE°'D
-,m clEw
y ZQ FFLD PLACED C M U.
0 ° GROUT
CASTCRETE PRECAST
LINTEL SCHEDULE
"5 FIELD ADDED RE9AR AT Fora 5'-10" overall length U-lintel Type 8F16-IB/1T:
BOTTOM OF MNTEL OAVrir Safe superimposed gravity load s4360 PLF
'U. -OM REINFORCING Safe superimposed uplift load = 2080 PLF
iSEEPOINFOR"DING s'CHEDULEI Safe superimposed lateral load = 339 PLF
Beam
Safe
Applied
Safe
Applied
Composite
Gravity
Gravity
Uplift
Uplift
Load
Load
Load
Load
CD17'-4"
PRESTRESSED
6113
<I000
3060
<500
8F16-IB-IT
OY-O"
8F16-1B-IT
6113
<1000
3524
<500
OY-8"
8F16-1B-IT
6113
<1000
3060
<500
4'-2"
8F16-lB-IT
6113
<1000
2707
<500
O4'4"
014-113-17r
6113.
<1000
2707
<500
O4'-6"
2707
<500
8F16-IB-lT
6113
<1000
O5'-1011
4360
<1000
2080
<500
SF16-IB-IT
O6'-8"
<1000
1624
<500
8F16-IB-IT
2661
OT-4"
2661
<1000
1624
<500
8Fl6-lB-1T
10
<1000
1624
<500
T-6"
8F16-lB-lT
2661
11
T-8"
8F16-lB-IT
1843
<1000
1136
<500
12
1843
<1000
1136
<500
8'.0"
8F16-113-11'
13
1843
<1000
1136
<500
9'-4"
8F16-lB-1T
14
<1000
800
<500
10'-8"
8F16-lB-lT
1366
15
<1000
560
<500
13'-8"
8F16-IB-IT
1002
PRESTRESSED
16
17-4"
SF16-1B-IT
950
<1000
405
<500
17
194'
PRESTRESSED
8F16-lB-1T
750
<1000
348
<500
Y
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53'-011
OPENING PROTECTION
24'-111 141-811 14'-3" OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A
ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE
PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND
5'-411 T-211 15'-711 141-811 5'-1" T-21' 61-011 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS
LJ
NOT LESS THAN 1-3/8" THICK, SOLID OR HONEYCOMB CORE
STEEL DOORS NOT LESS THAN 1-3/8" THICK, OR 20—MINUTE
FIRE —RATED DOORS.
8F16-1B-IT
OCAST CRETE BEAM O PRESTRESSED
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R302.6 SEPARATION REQUIRED
THE GARAGE SHALL BE SEPARATED FROM THE
RESIDENCE AND ITS ATTIC BY NOT LESS THAN 1/2
INCH GYPSUM BOARD APPLIED TO THE GARAGE
SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL
BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE
BY NOT LESS THAN 5/8 INCH TYPE "X" GYPSUM
BOARD OR EQUIVALENT. WHERE THE SEPARATION
IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE
SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN 1/2 INCH GYPSUM
BOARD OR EQUIVALENT
LANAI BEAM VAULT CLG @ LANAI
p LANAI
WALL LEGEND
SYMBOL
REPRESENTS
CMU WALL - 8" (U.N.O.) BRG. HT. @ 8'-0" AFF
INTERIOR SIDE TO PAINTED SMOOTH FINISH
EXTERIOR SIDE TO BE STUCCO COATED CMU
CMU WALL - 8" (U.N.O.) BRIG. HT. @ 8'-0" AFF
1/2" GYP. BD. OVER 1x2 P.T. FURRING STRIPS OVER
SPRAY APPLIED FOAM INSULATION OVER 8" CMU WALL.
EXTERIOR SIDE TO BE STUCCO COATED CMU
®CMU
WALL - 8" (U.N.O.) BRIG. HT. @ 9'-4" AFF
1/2" GYP. BD. OVER 1x2 P.T. FURRING STRIPS OVER
SPRAY APPLIED FOAM INSULATION OVER 8" CMU WALL.
EXTERIOR SIDE TO BE STUCCO COATED CMU
CMU WALL - 8" (U.N.O.) BRG. HT. @ 10'-O" AFF
1/2" GYP. BD. OVER 1x2 P.T. FURRING STRIPS OVER
SPRAY APPLIED FOAM INSULATION OVER 8" CMU WALL.
EXTERIOR SIDE TO BE STUCCO COATED CMU
CMU KNEEWALL - 8" (U.N.O.) BRIG. HT. @ 3'-0" AFF
BOTH SIDES TO BE STUCCO COATED CMU
BRG. PARTITION WALL - 4" (U.N.O.)
1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C.
®
BRIG. PARTITION WALL - 6" (U.N.O.)
1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C.
STEP CLG
LANAI I ROOM
µrA,L J CLG HT
BRIG
q
GREAT r
ROOM
VIEW @ LANAI/GREAT ROOM
CONNECTOR TABLE
SIMPSON
I UBP I Ww"s I FA61EiN0 INROFMAMON ADgRONAL EK'11yx;71ON9
WOOD 70
WOOD
HTS20
HTW20
1450
20 10D NAILS TOTAL
2 HTS2)
2 HTW20
2900
20 10D NAILS EACH STRAP
H10A
I RT15A
1 1140
9 1ODXi-1 2- NAILS TO RAFTER & (8)1 TO PLATE
SPH4 6 8
SPTH4 6 8
1360
12 10D NAILS TO STUD
WODD7000XCR9E
META20M624531
7 10DX1-1 2' NAILS & 4" EMBEDMENT4
TYP FOR HIP JACKS OR 1-PLY TRUSSES
HETA20
10 10DX1-1 2' NAILS & 4' EMBEOMENT4
TYP FOR HIP JACKS OR 1-PLY TRUSSES
-
10 10DX1-1 2- NAILS & 4- EMBEOMENTI
TYP FOR HIP JACKS OR 1-PLY TRUSSES^
HTSM20
8 10D NAILS & 4 i 4'x2-3 4" TAPCONS
TYP FOR MISSED STRAPS NO UMI
2 META20
5 10DX1-1 2" NAILS EACH STRAP
IYP FOR 1-PLY TRUSSES GIRDERS
2 HETA20
7 16D NAILS EACH STRAP & 4- EMBEDMENT
TYP FOR 2-PLY TRUSSES GIRDERS4
-
10 10D NAILS EACH STRAP & 4' EMBEDMENT
7YP FOR i or 2-PLY TRUSSES GIRDERS4
OT E R00NBDIOIB
MGT
MUGT15
3965
5 8" ATR EMBED 6- & 22 too NAILS TO WOOD ADD 4" TO EMBf FOR LINTEL BEAMS
HGT
HUGT
9790
2 3 4" ATR EMBED 10" & 8 16 FOR HGT 1OD NAIL ADD 4" TO EMBED FOR UNTEL BEAMS
FGTR
-
5000
2 1 2"X5" TITEN HD & 18 SDS1 4X3 TO WOOD
MAY BE FGTRHL 3850 MAX UPLIFT)
2 FGTR
-
9400
2 1 2"X5' TITEN HD & 18 SDS7 4X3 TO WOOD EA
MAY BE 2 FGTR HL 7200 MAX UPLIFIj
HTT4
H7T4
4235
5 8" ATR EMBED 6' & 18 16D NAILS TO WOOD
ADD 4' TO EMBED FOR UNTEL BEAMS
HTT5
H775
5090
5 8" ATR EMBED 6" & 28 16D NAILS TO W000
ADD 4- TO EMBED FOR LINTEL BEAMS
HDQ8-SDS
PHD8
7630
7 8- ATR EMBED 12- & 20 3- WOOD SCREWS
3 i 2' MIN WOOD MEMBER
HHDO11-SDS
UPHD9
11810
1' ATR EMBED 12' & 24 3' WOOD SCREWS
5 1 4' MIN WOOD MEMBER
HHDQ14-SOS
UPHD14
13710
1" ATR EMBED 12" & 30 3- WOOD SCREWS
5 1 4" MIN WOOD MEMBER
MBHA
I NFMXXU
3165
3 4'XB- ATR EMBED FACE &TOP 1 2' TOP FOR NFM
ENGINEER TO SPECIFY USAGE ON PLANS
RPS22
KRPS22
1720
(8)16D NAILS EACH END
NOTCHED PLATE REPAIR AT EACH PLY
OBEiMLwa
1) NAIUNG MAY BE REDUCED FOR LOWER UPUFTS. PROVIDE (1) 10DX1-1/2" NWL FOR EA 1DO LBS of UPLIFT (4 NAILS MIN).
2) MISSED STRAPS PROVIDE HTSM2O/MTWM20 1-1/2" MIN EDGE DISTANCE. UNLIMITED USE MAXIMUM UPLIFT 1175#. FOR UPLIFTS
TO 3965/ PROVIDE MUGT15/MGT
3) WHERE ENGINEER SPECIFIES REFERENCED STRAP FOR 1-PLY TRUSSES, ADD 24" MIN 2X SCAB TO TRUSS CHORD
4 REPLACEMENT OF CONNECTOR ON PLAN WITH EQUAL OR BETTER PER THIS TABLE IS ACCEPTABLE
POST SCHEDULE
MARK
SPECIFICATIONS
THREE 2x4 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12"
P-1 POST
o.o. STARTING AT 6" FROM ENDS; ATTACH TO GIRDER/TRUSS AT TOP W/
(2) SIMPSON "HTS20" & AT BOTTOM W/ (1) SIMPSON -Hrr4- PER
MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS.
NOTE: FOR 24 WALL USE 2x6 STUDS
THREE 2x4 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12"
P 2 POST
D.E. STARTING AT 6" FROM ENDS; ATTACH TO GIRDSUTkUSS AT TOP
W/ (1) SIMPSON "MGT' &AT BOTTOM W/ (2) SIMPSON'HTT4'
PER MANUFACTURERS RECOMMENDATIONS FOR NAILS AND BOLTS.
NOTE: PAD TRUSS AS REQUIRED @ TOP TO ALLOW FOR TRUSS CONNECTOR
NOTE: FOR 2x6 WALL USE 2x6 STUDS
TWO 2X4 STUDS NAILED TOGETHER WITH led NAILS EACH FACE AT 12"
D.D. STARTING AT 6' FROM ENDS; ATTACH TO GIRDER/MUSS AT TOP
P-3 POST
W/ (2) SIMPSON'MTS20' &AT BOTTOM W/ (I) SIMPSON'HTT4' PER
MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS.
NOTE: FOR 2x6 WALL USE 24 STUDS
VERIFY THE ELEVATIONS OF THE
HOUSE & FOOTINGS DEPTHS
WITH THE ENGINEERED SITE PLAN
NOTE: SEE TRUSS MANUFACTURER PLANS/PROFILES FOR
ALL ABOVE CEILING EASTERNERS/CONNECTIONS. THIS
INCLUDES TRUSS —TRUSS, GIRDER —TRUSS, AND
GIRDER —GIRDER CONNECTIONS
AREASCHEDULE
NAME
AREA
Living
2319 all ft.
Garage
674 sq ft.
Lanai
122 sq ft.
Entry
178 sq ft.
Total SF
3293 sq ft.
BUILIDING CRITERIA
BASIC WIND SPEED, Vult 170 MPH
BASIC NAND SPEED, Vasd 132 MPH
RISK CATEGORY II
NAND EXPOSURE C
INTERNAL PRESSURE
COEFFICIENT +/-0.18
COMPONENT AND CLADDING
ASD NAND PRESSURE (PSF) to
FULLY ENCLOSED STRUCTURE
IMPACT GLASS: --!—APPROVED SHUTTERS-
-BOTH -MAIN WINDFACE RESISTING SYSTEM
PER TABLE 1609.6A
TRUSS DESIGN SHALL BE IN COMPLIANCE WITH WIND DESIGN
METHOD ASCE 7-10 AND THE FBC 2017 6th EDITION
W A T E R- A I R- L A N D
1040 Harbour Drake Dr, ch%4wt$Qbyu.net 941-628-0635
Punta Gorda, Florida 33983 F'cc/ '/., fax 413-687-9013
\c2�OQNER 0,� IT iCID %
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STATE OF ' 2
FLORIDA t
DATE
111111110"',AUG 1 4 2018
Although every effort is made to
ensure the accuracy of these
plans it is the responsibility of
the owner or builder to verify all
dimensions, details and
specifications shown.
Bluestream Design Studio will
not be held liable for any errors
or omissions on these plans.
I
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BLUESTREAM
DS DESIGN j
STUDIO
Residental CAD Drafting
3D Renderings
ustom Liesign Services
Port Orange, FI
(386) 256-8978
Port Charlotte, FI
(941) 275-9931
www.bluesLTeamdesignstudio.com
CAD@bluestreamdesignstudio.com
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the owner or builder. Any
similarities to other plans or
blueprints is solely the
responsibility of the owner or
builder. Plans may not be
reproduced or copied without
the express written consent of
the Builder or Owner.
DATE
8/14/18
DESIGN BY:
LBB
CHECKED BY:
TMB
3013 NO.
AURORA TSH Pe
REV
DESCRIPTION
1
P107/09/18
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ELECTRICAL DEMAND CALCULATION
GENERAL LIGHTING @ 3 VA/FT= 3 VA X 2319
6957 VA
SMALL APPLIANCE CIRCUITS
4500 VA
DRYER
5000 VA
WASHER
1500 VA
DISHWASHER
1500 VA
DISPOSAL
400 VA
REFRIGERATOR
1200 VA
WATER HEATER
4500 VA
RANGE
12000 VA
FANS 6@240
1440 VA
EXHAUST FANS 2@240
480 VA
OH GARAGE DOOR OPENER
600 VA
GARBAGE DISPOSAL
480 VA
WELL PUMP
0 VA
POOL & IRRIGATION
9000 VA
49557 VA
1ST 10,000 VA @ 100%
10000 VA
REMAINDER @ 40%
15822.8 VA
A/C - HEAT @65%
15000 VA
TOTAL
40822.8 VA
240 VOLTS
TO VERIFY ELECTRIAL CALCULATIONS 1 170.095 AMPS
AND SERVICE REQUIREMENTS USE 200 AMP SERVICE
COMBO METER BOX
PREWIRE
PREWIRE
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ELECTRICAL LEGEND
ELECTRICAL
COUNT
SYMBOL
light
2
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outlet
33
outlet wp
2
switch
23
switch 3 way
12
3
AC Disconnect
1
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AH Disconnect
1
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Ceiling Fan Light Combo Rough -In
6
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Disposal Outlet
1
Exhaust Fan
2
Grinder Disconnect
1
Light Exterior
2
Light Wall Mount 2
3
Light recess can
5
13
Light recess can vapor proof
I
OUTLET GFI
12
(b GFI
Prewire For GDO
1
GOD
Range J 110V & 220V outlet
1
u vy011ow
attic pull chain
1
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cable tv outlet
4
❑N
dishwasher outlet JI10v
1
dryer 220V outlet
1
Jlmtua
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electrical meter
1
8
electrical panel
1
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light
11
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push button disposal
1
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push button gdo
1
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refrigerator outlet
1
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smoke and co detector
5
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switched receptacle
4
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telephone outlet
1
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washer outlet
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water heater junction 220v
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PRIMARY Cfl
SERVICE BY
POWER CO.
200 AMP
SIZE SERVICE 200 AMPS
CONDUCTOR SIZE 2/0 CU
METER CAN ONLY
CONST. TYPE RESIDENTIAL
200 AMP OVERHEAD
ELECTRIC SERVICE
4/2" riser pipe
200
METER AMP ALUMM
FUSED
DISC.
[ r—
PVC
#4 Bare Copp
to steel of zoo
With one ground
rod 6' away
DISC.
V COPPER TO LIGHTS
OUTLETS
) COPPER TO WATER HEATER
COPPER TO RANGE
ELECTRICAL RISER
NTS
1. ELECTRICAL CONTRACTOR TO VERIFY SERVICE REQUIREMENTS
2. 200 AMP SERVICE
3. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/
APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL
CODES, AND THE LOCAL POWER CO.
4. SMOKE DETECTORS ARE REQUIRED
S. CARBON MONOKIDE DETECTORS AS REQUIRED
6. FIELD VERIFY RECEPTACLE LOCATIONS
7. ALL RECEPTACLES NOT REQ'D. TO BE GFI SHALL BE ARC FAULT
PROTECTED PER NEC 210.12
8. ALL RECEPTACLES TO BE TAMPERPROOF WHERE REQ'D. BY NEC
406.11 ARC -FAULT CIRCUIT INTERRUPTER SHALL BE INSTALLED
IN A READILY ACCESSIBLE LOCATION
9. RECESSED LIGHTING FIXTURES MUST COMPLY WITH FLORIDA
ENERGY CODE 606.1.ABC. 1.2.4, PRODUCT APPROVAL (TOTALY
ENCLOSED)
10. DISHWASHER OUTLET TO BE UNDER SINK FOR ACCESS
11. EXHAUST IN BATHROOMS EXHAUSTED DIRECTLY TO OUTDOORS
12. WIRE FOR GARBAGE DISPOSAL WITH SWITCHED OUTLET
13. KITCHEN OUTLETS TO BE GFI
14. FIELD VERIFY WELL PUMP AND AC EQUIPMENT LOCATIONS
15. ALL LIGHTING FIXTURES, RECEPTACLES AND LIGHT SWITCHES
MUST COMPLY WITH ART. 410 OF NEC
16. W/P GFI OUTLET WITHIN 25' OF AC COMPRESSOR
17. WIRE FOR GARAGE DOOR OPENER
18. ALL SWITCHES WITH DECORA ROCKER
19. WIRE FOR VENTL.ESS MICROWAVE, OUTLET IN CABINET ABOVE
MUST BE HOME RUN
20. IF NEC, PREWIRE FOR MIN SEWER ALARM BOX OR DOZER SEPTIC
SYSTEM (FIELD VERIFY)
21. ALL SMOKE DETECTORS MUST BE A MINIMUM OF 3' FROM ANY
BATHROOM DOOR
22. ARC FAULT PROTECTION TO BE USED IN ALL BEDROOMS
23. ELECTRICIAN TO SUPPLY ALL SMOKE DETECTORS AND DOOR BELL
CHIMES
24. ALL CHANGES MUST BE DONE IN WRITING BY GROZA BUILDERS,
INC. HOME OWNERS DO NOT HAVE THE RIGHT TO CREATE
CHANGES WITHOUT DOCUMENTS
Although every effort is made to
ensure the accuracy of these
plans it is the responsibility of
the builder to verify all
dimensions, details and
specifications shown.
Bluestream Design Studio will
not be held liable for any errors
or omissions on these plans.
�A
LUES EAM
DS DESIGN
STUDIO
Residental CAD Drafting
3D Ren Brings
Mces
trap vc ign
Port Orange, FI
(386) 256-8978
Port Charlotte, FI
(941) 275-9931
www.bluestreamdesignstudio.com
CAD@bluestreamdesignstudio.com
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Design and layout or concepts
for this design were provided to
Bluestream Design Studio by
the builder shown. Any
similarities to other plans or
blueprints is solely the
responsibility of the builder.
Plans may not be reproduced or
copied without the express
written consent of the Builder
shown.
DATE
8/14/18
DESIGN BY:
LBB
CHECKED BY:
TMB
JOB NO.
AURORA TSH Pe
REV
DESCRIPTION
1
P107/09/18
2
P2 07/11/18
3
P3 08/02/18
4
5
6
7
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SCALE: 1/4" = V-0"
4OF8
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10'-0" Truss
FLOAT FINISH
FRONT ELEVATION
SCALE:
SCALE: 4" = 1'-0"
M191
IIIII
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. PI 9119117&.1191
',
AR ELEVATION
SCALE: 411 = 11_011
DECORATIVE
CUPELO
DECO RAILING
+38.0/
41.4
5V
+38.2/
-41.6
.TEXTURED
".STUCCO. ....
SMOOTH
STUCCO
FINISH
TYP
OH
3 v
F38 2/
W
ROOF VENTING CALCS PER FBC R806
TOTAL ROOF AREA 3832
VENTING REQUIRED 3832SFX144SQIN/SQFTX1/300SQINVENT/SQINROOF =
1839SQIN
12.77333333 SQ FT VENTILATION REQUIRED
40•0/o MINIMUM IN UPPER ROOF = 5.1093333 SQ FT REQUIRED
ACHIEVED WITH 4' LONG OFF RIDGE VENTING. ACTUAL FREE VENTAREA =.72 SQ FT/4' VENT
8 TOTAL REQUIRED WITHIN T-0" OF MAIN PEAK=
5.76 SQ FT
REMAINDER TO BE ACHIEVED WITH VENTED VINYL SOFFIT
12.77333333 - 5.76 =
7.0133 SQ FT REQ' D
AS PER MAN UF. SPEC'S VENTED VINYLSOFFIT IS 6.2SQIN/LIN FT=.043SO. FT PER LIN FT. TOTAL SOFFIT LF=
258 X 0.043 = 11.09 SF
DECORATIVE
CUPELO
5V METAL
ROOF
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FLORIDA BUILDING CODE RESIDENTIAL 2017 6TH EDITION
BASIC WIND SPEED: 170 MPH
RISK CATEGORY: II
NOMINAL WIND SPEED (Vasd): 132 MPH
FLOOD ZONE: ZONE X
INTERNAL PRESSURE COEFFICEINT: +1-0.18
EXPOSURE CATEGORY: C
STRUCTURAL FORCES:
FLOOR LIVE LOAD: 40 PSF
ROOF LIVE LOAD: 30 PSF
FLOOR OF -AD LOAD: 30 PSF
ROOF DEAD LOAD 25 PSF
ROOF SLOPE: 5/12
COMPONENTS AND CLADDING DESIGN PRESSURES
ZONE 1:+23.31.37.0
ZONE 2: +23.31-64A
ZONE 3: +23.3/-95.2
ZONE 4: +40.3/.43.7
ZONE 5: +40.3/-54.0
WINDOWS AND DOOR WIND PRESSURE DESIGN LOADING
WINDOWS: +40.3/43.7
DOORS: +39.1 '42.5
GARAGE DOOR: +35.9/45.1
MEAN ROOF HEIGHT: 13 FEET
MHA fflR F1 " 11
W A T E R- A I R- L A N D
1040 Harbour Drake Dr. chrisbeers@byu.net 941-628-0635
Punta Gorda, Florida 33983 fax 413-687-9013
vvo`°vO ES S IOgi !
DATE \ AUG 14 2018
Although every effort is made to
ensure the accuracy of these
plans it is the responsibility of
the builder to verify all
dimensions, details and
specifications shown.
Bluestream Design Studio will
not be held liable for any errors
or omissions on these plans.
0
BLUEST REAM
DS DESIGN
STUDIO
Residertal
CAD Drafting
3D Renderings
—Grapfiic Design rwc�e ' es -
Port Orange, A
(386) 256-8978
Port Charlotte, FI
(941) 275-9931
www.bluestreamdesignstudio.com
CAD@bluestreamdesignstudio.com
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Design and layout or concepts
for this design were provided to
Bluestream Design Studio by
the builder shown. Any
similarities to other plans or
blueprints is solely the
responsibility of the builder.
Plans may not be reproduced or
copied without the express
written consent of the Builder
shown.
DATE
8/14/18
DESIGN BY:
LBB
CHECKED BY:
TMB
1OB No.
AURORA TSH Pe
REV
DESCRIPTION
1
P107109/18
2
P2 07/11/18
3
P3 08/02/18
4
5
6
7
8
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O� Orn ON
Ln Ln LI)
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max
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Max Uplift3=-129(L
Max Uplift3=-163
Max Uplift3=-163(LC 12) 2-139(LC )
EJ7
Max Uplift3=-163(LC 17 , 2= 139(LC 1
Max Uplift3=-163(LC 1!), 2=- 39(LC 12
EJ
Max Uplift3=-163(LC 1 ), 2= 39(LC 12
EN
Max Uplift3=-163( C 1 ), 2=- 39(LC 12
EJ
Max Uplift3=-16 (LC 1 ), 2=- 39(LC 12
EN
Max Uplift3=-1 (LC 12), 2= 39(LC 12)
1-HETA20 EJ
EJ7
Max Uplift3=-16 LC 12), 2=- 39(LC 12
EJ
Max Uplift3=-163(LC ), 2=- 39(LC 12
139(LC 1 )
Max Uplift3=-163(LC \2139(LC
Max Uplift3=-163(LC 1"), 12
EJ
Max Uplift3=-163(LC 1 ), 2=- 9(LC 12
Max Uplift3=-163(LC II), 2=- 39(L 12
Max U lift3=-163 LC 2= J7
~ EJ74
Max Uplift4=-51(LC 8), 3=-51 LC 8)
Max Uplift4=-51(LC 8), 3=-511 EJ74
1' 3 1/2"
MGT
(2)HTS 20-
7' 0"
AHU SlJSPENDF
1-HETA2
co
co
1-HETA2C
53' 0"
.. .14' 8"
14
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10111110
U
1), 2=-109(LC 8)
12), 2=-109(LC 8)
12), 2=-112(LC 8), 5=-9(LC 12)
-el'I
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D01 Max U lift2--2585 LC >� 8---3598(LC
Max Uplift3=-129(LC 1 ), 2=- 22 LC 8)
Max Uplift3=-66(LC 1 ), 2=- 16 LC 8)
CJ
max Uplift3=-1 (LC 11, 2 -10%
CJ
F, - (
'1-
7
Max U
lift12=-300(LC 9), 2=-314(LC
1
Max U
liftil=-277(LC 13), 2=
13(LC 12)
Max U
lift10=-263(LC 13), 2=
14(¢G�iAE W
Lai -
Max U
lift2=-315(LC 12), 9=-2
0(LC 13)
Max U
lift2=-321(LC 12), 8=-
8(LC 13)
Max tl
�
lift2=-321(LC 12), 8=-2
8(LC 13) o
O
Max
plift2=-321(LC 12), 8=
68(LC 13) 2 S
AGE
4ZAlIGIr
1P
A
1
Uplift2Z-3 3(12 , 6=-
U 2=-3 C 12�C 12�--
Uplift -4
ax Uplift3=-129(LC2), 2=-122(LC
CJ5 1-HETA,
lax Uplift3=-66(LC 12), 2=-116(LC E
iax Uplift3=-il(LC 1), 2=-109(LC 8)
CJ1
12' 4"
53' 0"
20' 0"
ICIC%iZ�I•. l • { - `�
. '.
1
LLID�I •iI I, \ I�I�i
`1-H ETA20-/
ax Uplift3=-11(LC 1), 2=-109(LC
CJ1
6"
141
2"
12'
0"
I
v
N
T
1-HETA20
_- 29(L 2), 2=-122(LC 8)
i( 12), 2=-116(LC 8)
11 LC 1), 2=-109(LC 8)
CJ21
0
CJ21
I Hatch Legend I
8'-0" A. F • F
MEMBER
❖•❖••-4
HANGER LEGEND
.
LUS24
14
HTU26
.
HTU28
HHUS26-2
5
HGUS26-2
HGUS26-3
HGUS26-3
CONNECTOR TABLE
UI;P UlFtul FAHIBl10 KOtWTX7N AOOIIgNi1L 16IpJCI101-
YYOOD TOWOOD
HTS20
HTW20
7450
20 10D NAILS TOTAL
2 HT520
2 HTW20
2900
20 10D NAILS EACH STRAP
H OA
RT16A
1140
9 10DX1-1 2" NAILS TO RAFTER k 8 10D TO PLATE
SPH 6 8
SPhl4 6 8
1360
12 10D NAILS TO STUD
NgCp Tq 00NgE1E
META20
-
1450
7 tODX1-1 2" NAILS & 4" EMBEDMENTr
TYP FOR HIP JACKS OR 1-PLY TRUSSES
HETA20
-
1810
10 tODX7-1 2" NAILS & 4" EMBEDMENT
TYP FOR HIP JACKS OR 1-PLY TRUSSES
HTA76
1870
10 10DX1-1 2" NAILS & 4' EMBEDMENT
TYP FOR HIP JACKS OR 1-PLY TRUSSES•
HTSM20
HTWM20
1175
8 10D NAILS k 4 1 4"X2-3 4" TAPCONS
TYP FOR MISSED STRAPS NO DMI
2 META20
-
1985
5 10DX7-1 2" NAILS EACH STRAP
TYP FOR 1-PLY TRUSSES GIRDERS
2 HETA20
-
2500
7 18D NAILS EACH STRAP & 4" EMBEDMENT
TYP FOR 2-PLY TRUSSES GIRDERS<
2 HTA76
2430
10 tOD NAILS EACH STRAP & 4" EMBEDMENT
TYP FOR 1 or 2-PLY TRUSSES GIRDERS
01181 L'011[CR7B
MGT
MUGT75
3965
5 8" ATR EMBED 6" & 1: 2 10D NAILS TO WOOD
ADD 4" TO EMBED FOR LINTEL BEAMS
HGT
HUGT
9790
2 3 4" ATR EMBED 10" & 8 16 FOR HGT tOD NAI
ADD 4" TO EMBED FOR DNTEL BEAMS
FGTR
-
5000
2 1 2`X5" TITEN HD & 18 SD51 4X3 TO WOOD
MAY BE FGTRHL 3850 MAX UPUFn
2 FGTR
-
9400
2 1 2`X5" TITEN HD & 18 SDS1 4X3 TO WOOD EA
MAY BE 2 FGTRHL 7200 MAX UPLI
H7T4
7TT4
4235
5 B" ATR EMBED 8" & 18 16D NAILS TO WOOD
ADD 4" TO EMBED FOR LINTEL BEAMS
HiT5
HTTS
5090ATR
EMBED 6" & 26 16D NAILS TO WOOD
ADD 4" TO EMBED FOR DNTEL BEAMS
HDQ6-SDS
PHDB
7630
7 8` ATR EMBED 12" & 20 3" W000 SCREWS
3 1/2- MIN WOOD MEMBER
HHDg11-SDS
UPHD9
11810
1' ATR EMBED 12` & 24 3" WOOD SCREWS
5 1 4" MIN WOOD MEMBER
HHDg112SD
UPHD14
13710
1" ATR EMBED 12" & 30 3" WOOD SCREWS
5 1 4".MIN WOOD MEMBER
MBHA
NFMXXU
3165
3 4"XB" ATR EMBED FACE &TOP 1 2" TOP FOR NFM
ENGINEER TO SPECIFY USAGE ON PLANS
RP422
KRPS22
1720
8 16D NAILS EACH END
NOTCHED PLATE REPAIR AT EACH PLY
�Iql®
1) NAILING MAY BE REDUCED FOR LOWER UPLIFTS. PROVIDE (1) 10DX1-1/2" NAIL FOR EA 100 LEIS OF UPLIFT (4 NAILS MIN).
2) MISSED STRAPS PROVIDE HTSM20/MTWM20 1-1/2" MIN EDGE DISTANCE. UNLIMITED USE MAXIMUM UPLIFT 1175/. FOR UPLIFTS
TO 3965$ PROVIDE MUGT75/MG7
3 WHERE ENGINEER SPECIFIES REFERENCED STRAP FOR 1-PLY TRUSSES, ADD 24" MIN 2X SCAB TO TRUSS CHORD
4 REPLACEMENT OF CONNECTOR ON PLAN WITH EQUAL OR BETTER PER THIS TABLE IS ACCEPTABLE
W A T E R- A I R- L A N D
IU4U Harbour Urake Dr. chrisbeers@byu.net 941-628-0635
Punta Gorda, Florida 33983 fay Al z-au7_on, q
=Z:= r�•+T. LSO=
3HRISTO04F1. D„g I p,
FLORIDAL1�i�1
DATE'Sy AUG 14 2019
Although every effort is made to
ensure the accuracy of these
plans it is the responsibility of
the builder to verify all
dimensions, details and
specifications shown.
Bluestream Design Studio will
not be held liable for any errors
or omissions on these plans.
tLO
r
BLUE5TREAM
DS DESIGN
STUDIO
Residental CAD Draftin
3D Ren Brings
Graphic eslgn Services
Port Orange, FI
(386) 256-8978
Port Charlotte, FI
(941) 275-9931
Ebluestreamdesignstudio.com
blues
eamdesig nstudio.com
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Design and layout or concepts
for this design were provided to
Bluestream Design Studio by
the builder shown. Any
similarities to other plans or
blueprints is solely the
responsibility of the builder.
Plans may not be reproduced or
copied without the express
written consent of the Builder
shown.
DATE
$/14/18
DESIGN BY:
LBB
CHECKED BY:
TMB
Job No.
AURORA TSH Pe
REV I DESCRIPTIONOf
Of
W
�—u1
®
U W
•O
I=--
SHEET
A File
ROOF PLAN
SCALE:
1/4" = 1'-0"
nit Set.dwg
IF OVERHANG EXCEEDS 24" NOTAND ENTRY PORCH
INTERMEDIATE BATTENS ARE [CEIL�INGSE STUCCO FINISH
REQUIRED 12'° O.C.
OVERHANG DOES NOT REQUIRE
BATONS IF 12" OR LESS
PRE-ENGINEERED WOOD TRUSSES
WITH GALV. BEARING PLATES
LL MM ((DD COMPOSITE
INGLES SHEATOHI SHEATHING FELT OVER
A6TTAACH�WITMH ROOF NAILS THROUGHOUTN NILS AT 6" O.C.
AT 12" O,C,; STAGGER WITH
12" OVERHANG
CAC 2" C. C
26 GAUGE (MIN.
ALUMINUM FAS IA OVER
2x4 END RAIL; ATTACH
2x4 TO TRUSSES WITH
(2) 12d, FACE NAILED
ATTACH FASCIA WITH ROOF
NAILS AT 12" O.C.; STAGGER
DRIP EDGE NAILS
PREFINISHED PERFORATED
VINYL SOFFIT- ATTACH
TO WALL WITH "F" CHANNEL
USING "T-NAILS" AT 16" O.C. (MIN.--/
5/8" LENGTH) AND TO FASCIA BOARD
AND BATTEN WITH 0.12" DIAMETER,
1-1/2" LONG, SMOOTH SHANK NAILS
(I.E., 4d ROOFING COIL NAILS)
AT 12" O.C.
HURRICANE STRAP @ EA. TRUSS;
ALL STRAPS TO TRUSSES SHALL
BE AS DESIGNATED ON PLANS
VERTICAL REINFORCING - SEE PLAN
FOR LOCATIONS. 1- #5 RE -BAR TYP.
UNLESS NOTED. FILLED W/ 3000 PSI
CONC. STD. 900 HOOK TOP & BOTTOM
MIN. 25" LAP. PROVIDE INSPECTION
HOLES. WINDOW
8"x8"x16" CONC. BLOCK —
DECORATIVE
CEMENTIOUS
COATING (1) COURSE 9" BILK
GRADE SHALL BE
—4" BELOW FINISH
FLOOR LINE
at7
WIRE LATH
1/2" thick stucco on 3/8" hi -rib lath
attached to horizontal and vertical wood
framing with nails or staples to provide
no less than 1-3/4" penetration into
horizontal wood framing and 3/4" penetration
into vertical wood framing members
BAFFLE/VENT
INSULATION R-30
OR PER ENERGY CALC'S
5/8" DRYWALL OR
1/2" CD. BOARD CLG.
\SINGLE 8" U-BLOCK WITH (1)
#5 RE -BAR TOP CONTINUOUS
IN EACH U-BLOCK
C
fu
Q
BLOCK FILLED INJECTED
FOAM INSULATION R-4
1/2" DRYWALL OVER
1x2 P.T. FIND. FURRING
WOOD BASE
4" CONC. SLAB, 3000 PSI, W/
FIBERMESH OR 6X6X10/10 WWM
N A 6 MIL VIS UEEN VAPOR
BARRIER W/ TAPED & LAPPED
JOINTS, OVER TERMITE TREATED,
WELLFOMPACTED EARTH
16"W X 16"H CONC. FOOTING FILL MUST BE CLEAN AND
W/(2) #5 BARS CONT. COMPACTED TO A MINIMUM
(OR AS NOTED ON FIND. PLAN) OF 95% OF THE MODIFIED
Tvn i r+ A l I A I A i I C C t-%-r 1 K 1 PROCTOR MAXIMUM DRY DENSITY
NOT TO SCALE
TRUSS CONNECTOR NOTES:
1. PROVIDE SIMPSON (1)HETA 20 HURRICANE STRAP
AT EACH TRUSS TO TIE -BEAM CONNECTION,
UNLESS NOTED OTHERWISE.
R703.4 Flashing.
Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water
into the wall cavity or penetration of water to the building structural framing components. Self -adhered
membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C 920 Class 25 Grade
NS or greater for proper joint expansion and contraction, ASTM C 1281, AAMA 812, or other approved
standard as appropriate for the type of sealant. The flashing shall extend to the surface of the exterior wall
finish. Approved corrosion -resistant flashings must be installed. Sher -Crete flexible concrete waterproofer or
equal.
P.T. FURRING\ / 1/2" DRYWALL
1X2 P.T. FURRING
WINDOW FRAME
ATTACH TO CONC. BLOCK
THROUGH WOOD WINDOW
BUCK W/ 3/16" X 2-3/4" TAPCONS.
FILL ALL HOLES. 1-1/4" MIN EMBEDMENT
1X4 P.T. WINDOW BUCK
_
ATTACHED W/ 1-1/2" "T" NAILS
- @ 18" O.C. VERT
TYP.STUCCO
WINDOW ATTACHMENT DETAIL
NOT TO SCALE �1X2 P.T. FURRING\
1/2" DRYWALL
/
SIMPSON HETA18
EACH END OF
EACH BEAM
PROVIDE SIMPSON HTS20
HURRICANE TIE AT EACH TRUSS
CONTRACTOR TO FILL LAST
CELL SOLID WITH CONCRETE AND _
(1) #5 BAR VERT. FOR FRAME WALL
ATTACHMENT
2X STUDS
SEE WALL SECTIONS
FOR APPLICABLE WIDTHS
AND STUD SPACING
2X BLOCKING
AS REQUIRED
BY FLORIDA
BUILDING CODE
RESIDENTIAL
/2" X 8" WEDGE ANCHORS @ 32" O.C. -
V/ (2) WASHERS & NUTS
STRAP DBL TOP PLATE TO
EA. STUD USING SIMPSON SP
STRAPS. ADJUST THE STRAP SIZE
TO MATCH STUD WIDTH.
CONCRETE FOOTER
MASONRY TO FRAME BEARING WALL CONNECTION
NOT TO SCALE
BEAM - SEE FLOOR
PLAN FOR SPECS
(4) 10d EACH SIDE
OF 2x4 TO BEAM
'— 1Od AT 4" O.C. BOTH SIDES
SEE FLOOR PLAN
FOR BEAM SPEC.
i i
° '
�_ SUPPORT COLUMN
BUILT-UP 2x4's OR
44 POST
4
(2) SIMPSON HETA18's
W/(10) 16d EACH TO
POST
TYPICAL BLOCK *' 4
WALL
" , ".•••; TIE BEAM
ALTERNATE HOLDOWN: '
USE (2) SIMPSON MSTAM24
WITH (9) 10d AND (5)
;1/4"x2-1/4"TITENS u u fi
(3) A.B. W/6.,
MIN.EMB. SPACED
EQ. W/2"
HEADER AT RAISED ENTRY/CMU WALL WASHER OR
li NOT TO SCALE WEDGE ANCHOR
BEAM - SEE TYPICAL SECTION
AT BLOCK WALL
TAPCON SCREWS #10 X 3"
@ 16" O.C. OR 1/2" DIM. X
5-1/2" LG. REDHEADS W/
2" DIM. X 1/8" WASHER
STUD ALONG BLOCK
WALL TO BE P.T.
(4) SIMPSON STRAP
LSTA15 FASTENED W/
(12) 10d NAILS EACH
GENERAL NOTES:
1) FINISHED FIRST FLOOR ELEVATION IS ASSUMED AT 0'-O" - VERIFYACTUAL ELEVATION WITH THE
ENGINEER'S SITE PLAN
2) CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS AND SHALL NOTIFY ENGINEER
IMMEDIATELY OFANY ERRORS, OMISSIONS OR DISCREPANCIES PRIOR TO COMMENCEMENT
OF WORK.
3) ALL MATERIALS, EQUIPMENT, CONNECTORS, AND WORK SHALL MEET OR EXCEED THE DESIGN
DATA AND COMPLIANCE CODE CITED.
4) ENGINEER IS NOT RESPONSIBLE FOR ANY SUPERVISION DURING CONSTRUCTION,
5) THE CONTRACTOR MAINTAINS THE RESPONSIBILITY FOR ALL CONSTRUCTION MEANS, METHODS
AND TECHNIQUES REQUIRED FOR THE CONNECTIONS OF ALL ROOF, WALL AND
FLOOR SYSTEMS. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER.
6) THE STRUCTURAL INTEGRITY OF THE BUILDING SHOWN ON THESE PLANS IS DEPENDENT UPON
COMPLETION ACCORDING TO PLANS AND SPECIFICATIONS. STRUCTURAL MEMBERS ARE NOT SELF
SUPPORTING DURING CONSTRUCTION AND REQUIRE TEMPORARY BRACING UNTIL PERMANENTLY
APPLIED TO STRUCTURE. THE ARCHITECT ASSUMES NO LIABILITY FOR
THE STRUCTURE DURING CONSTRUCTION UNLESS THE CONSTRUCTION METHOD AND BRACING ARE
INCLUDED IN THE PLANS AND SPECIFICATIONS, OR ARE SUPERVISED BY THE ARCHITECT
DURING CONSTRUCTION.
7) ALL MODIFICATIONS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE ENGINEER,
I
CLIP EACH TRUSS
(SEE FLOOR PLAN FOR TYPE)
FRAME OUT TO
BLOCK EDGE
DBL 2" X 12" WO D BEAM
I I
I I I STUD ANCHORING:
STUD TO TOP PLATE,
7/16" OSB W/8d SIMPSON SP4 OR SP2
COMMONS @ 6" ON
EDGES & 12" IN
FIELD �
2x4 SYP @ 16" O.C. TO 48" HIGH
'4"X4" WOOD
POST CENTERED
ON CBS WALL
CBS WALL—
POST CONNECTED TO CBS
WALL W/ SIMPSON ABU44
FASTENED W/ 1/2" X 6" TITEN HD
AND (12) 6d NAILS INTO POST
ENTRY CMU COLUMN/HEADER
TYP. STUCCO
FILLED BLOCK 1#5
FOIL
CASIN
1X2 P.T. FURRIN
1/2" DRYV
EXT. SWING DOOR
ATTACHMENT DETAIL
1X2 P.T. FURRING
DOORFRAME
ATTACH TO CONIC. BLOCK
THROUGH WOOD DOOR
BUCK W/ 3/16" X 2-3/4" TAPCONS.
FILL ALL HOLES. 1-1/4" MIN EMBEDMENT
P.T. DOOR BUCK
ATTACHED W/ 1-1/2" "T" NAILS
TYFa. STUCCO @ 18" O.C. VERT
S.G.D. ATTACHMENT
DETAIL
NOT TO SCALE
NOT TO SCALE
1X8 P.T. DOOR BUCK
ATTACHED W/ 1-112" "T" NAILS
@ 4" FROM EACH END AND
18" O.C. (SINGLE LEAF) &
12" O.C. (DBL LEAF)
ne1wa m oi".ceii
HINGED SWING DOOR
NOT TO SC41 E
16"
DOOR JAMB ATTACHED W/ 1/4" X 3-1/2" TAPCONS
@ 6" EACH END & 18" O.C. (SINGLE LEAF) &
12" O.C. (DBL LEAF)
" 1°"' VERTICAL 05
REBAR(TYR)
a
z D.
o a •, _ . CONCRETE FILLED CELL
Wk16' CMU
8"X 16" M.U. DETAIL
NOT TO SCALE
hh
MINIMUM 2x4
CROSS BRACING
(SEE PLAN FOR
LOCATIONS)
i
(3) 12d NAILS
PER JOINT
CONTINUOUS BOTTOM CHORD BRACING
2x4 MINIMUM
CROSS BRACING DETAIL (TYP.)
NOT TO SCALE
JAMB
WOOD BEAM TO
CBS WALL ATTACHMENT
NOT TO SCALE
2—#5 BARS CONTINUOUS
w/25" MIN LAP & 1—#5
VERTICAL BAR AT CORNER
2X6 BLOCKING FOD
2x6 PT with 1/2" x 7" wedge anchors with square washers BRACKETS
MOUNTING
BRACKET FOR
GLIDE ROD
•
2x4 P.T.
LINTEL
in
N
16"
FOOTING AT CORNER
2x6 SYP @16" O.C. 48" TO
72" IN HEIGHT
I
SIMPSON SP4 OR SP1
OR USP TP4X FROM
STUD TO BOT. PLATE
I
I
1/2"x8' WEDGE ANCHOR
AT 32" O.C.
8" CMU WALL
KNEEWALL
DETAIL
NOT TO SCALE
in
N
BARS PER PLAN
w/25" MIN LAP
8„
BEAM CORNER DETAIL
NOT TO SCALE
NOT TO SCALE"
DETAILS AND
SPECIFICATIONS
/ 2x6 P.T. S.Y.P. BUCK /
,/ ONE 1/2" x 1-5/8" LAG MOUNTING
SCREW PER TRACK BRACKET BRACKET FOR
AS PER MANUFACTURER SPRING
WEDGE ANCHOR 12 GA. GALV. STEEL VERTICAL TRACK TWO (MIN.)
1/4" TAPCON
TYPICAL GARAGE DOOR BUCK AND VERTICAL TRACK THRU 2X BLOCK
INSTALLATION DETAIL N.T.S. INTO CMU; MIN.
LENGTH OF 4"
GARAGE DOOR BUCK INSTALLATION HEAD
USE 2x6 PRESSURE TREATED WOOD BUCKS ATTACHED GARAGE DOOR SPRING BUCK INSTALLATION
WITH A MINIMUM OF FOUR 1/2" A WEDGE ANCHORS USE 2x8 PRESSURE TREATED WOOD BUCK BUCK ABOVE GARAGE
WITH 3" WASHERS STARTING AT 8" FROM EACH END OF SUFFICIENT HEIGHT TO DOOR OPENING; ATTACH
AND SPACED NO MORE THAN 32" o.c. ACCOMMODATE BRACKETS. ATTACH CONCRETE NAILS 0 4" O.C.
CONCRETE NAILS AT 4" O.C.
GARAGE OVERHEAD DOOR CONNECTION
NOT TO SCALE
1040 Harbour Drake Dr. chrisbeers@byu.net 941-628-0635
Punta C',nrdn Flnriria �RQR4 fov A1'A_AA7_an1'1
rn
CHRIST - . ER D, BEER$;*8
FLORIDAL1 N$ Lt1196-) 94
W
94/I
*1g� DATE AUG j 4 2018
W
=
U)
Although every effort is made to
ensure the accuracy of these
plans it is the responsibility of
the builder to verify all
dimensions, details and
specifications shown.
Bluestream Design Studio will
not be held liable for any errors
or omissions on these plans.
BLUESTREAM
DS DESIGN
STUDIO
Residental CAD Drafting
3D Renderings
uraphii igg�ices
Port Orange, A
(386) 256-8978
Port Charlotte, A
(941) 275-9931
www.blueqtreamdesignstudio.com
CAD@bluestreamdesignstudio.com
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Design and layout or concepts
for this design were provided to
Bluestream Design Studio by
the builder shown. Any
similarities to other plans or
blueprints is solely the
responsibility of the builder.
Plans may not be reproduced or
copied without the express
written consent of the Builder
shown.
DATE
8/14/18
DESIGN BY:
LBB
CHECKED BY:
TMB
JOB No.
AURORA TSH Pe
REV
DESCRIPTION
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P3 08/02/18
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SCALE: 1/4" = V-0"
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TRUSS: SEE ENG.
TRUSS LAYOUT
H10A CONNECTOR
TRUSS TO KNEE 1
DOUBLE 2"X4
TOP PLATE
1/2" X 8" WEDGE ANCHORS @ 32" O.C.
W/ (2) WASHERS & NUTS
SPH4(OR SPH6) PLATE
ANCHORS @32" O.C.
4" CONC. SLAB (TYP.)
VERIFY STEP.
TRUSS: SEE ENG.
TRUSS LAYOUT -
H10A
Tn
DOUBLE 2"X4"
TOP PLATE
al
TA
LSTA 16 @
a
32" O.C.
w
2"X4" FRAME W
�¢
a
WALL SPACED
a:
W
W
16" O.C.
W
2"X4" P.T.
BTM PLATE
z" PLYWD. SHEATHING
8d NAILS @ 6" O.C.
NOTE:
PROVIDE (2) LAYERS"GRADE D"
(OR EQUIV.) MOISTURE BARRIER,
WIRE LATH ATTACHED 7" O.C. 8
8" STUCCO PER ASTM C926
ICE EXPOSED
PEN
ANFOORDAOIONi%\i\�\\COMPACTED FILL
SPEC IFICATIONS
DUAL BEARING WALL DETAIL
25" MIN LAP
ACTUAL CHANGE IN BEAM
ELEVATION DETERMINED IN
FIELD
#5 HORIZ REBAR IN BEAM BILK
SEE TYP. WALL SECTION FOR
DETAILS
DBL BEAM BLOCK
SEE WALL SECTION
FOR DETAILS
PRE-MANUFACTURI
TRUSSES
2X4 STUDS
SEE WALL SE
FOR APPLECAI
AND STUD SF
@ 24" O.C.
2X BLOCKING
AS REQUIRED
BY FLORIDA
BUILDING COE
RESIDENTIAL
#5 REBAR
VERTICAL
NOT TO SCALE
DBL BEAM BLOCK
SEE WALL SECTION
FOR DETAILS
#5 HORIZ REBAR IN BEAM BLK
SEE TYP. WALL SECTION FOR
DETAILS
#5 HORIZ REBAR CORNER BENT
IN NIL" CONFIGURATION FOR
MIN. LAP ON VERT. REBAR
Zx4 LOOKOUTS
24" O.C. (TYP.)
UP TO
'I BRACING (2x4 @ MID
POINT
AT QUARTTER POINTS IF -
HEIGHT
IS TOR MORE;
EXTEND BACK 3 BAYS
HARDI SIDING OR
TEXTURED CEMENT FINISH
ON METAL LATH & FELT
OR TYVEK & 5/8" PLYWOOD
W/ NAIL PRO 2x.075 @ 6' O.C.
PER ASTM C1063 SEE ELEVATION GABLE END TRUS
SOd NAILS @ 6" O.C.,
INTO 2x6 PLATE
B" U-BLOCK WITH
WITH (1) #5 RE -BAR, ---
TOP CONTINUOUS
VERT. REINF.
SEE PLAN -�
CONVENTIO
ROOFING - SEE TYP WALL SEC FOR
1/2" CDX PLYWOOD ATTACH TO NO RAFTER W/ ad -
RINGSHANK NAILS 0 6" O.C. E&F
26 GA.. MIN. ALUM DRIP EDGE OVER V X3"-
P.T. 2X4 SUB FASCIA BD ATTACH TC�
RAFTERS W/ (2) 10d NAILS EA. RAFTER
ALUM. SOFFIT & FASCIA
1/2" PLYWD. SHEATHING
8c NAILS 0 4" O.C.
WIRE LATH
1/2" thick stucco on 3/8" hi -rib lath
attached to horizontal and vertical wood
framing with nails or staples to provide
no less than 1-3/4" penetration into
horizontal wood framing and 3/4" penetration
into vertical wood framing members
CHANGE IN BEAM BLOCK
ELEVATION DETAI L
NOT TO SCALE
NOTc. 152" OR 12" CDXHO=SHEETS OF PLYWOOD
PROVIDE (2) LAYERS
"GRADE D" NAILEDTOSTUDSW/MNA1LS 4"O.C.&EDGES
(OR WON.) M.ISI BARRIER,
WIRE tA1H ATTACHED ]" O.C. &
7/e" STUCCO. PER ASTM C926
: Ex"OSED %PFLASHING -
NOTE: NON BEARING WALL DETAIL IS IN ACCORDANCE
WITH Sec. 602 OF THE FLORIDA BUILDING CODE 6TH
NON- BEARING WALL CONNECTION EDITION
NOT TO SCALE
2x4 BLOCKS @ 16" O.C. FASTEN TO LOOKOUT W/TWO
10d NAILS AND CLIP WITH HCLH OR H4 (IF MORE THAN
12" OVERHANG) OTHERWISE TOE NAIL W/TWO 10d NAILS
TO GABLE TOP CHORD
USE USP HCLH or L) OR SIMPSON
H4 CONNECTO AT ALL ENDS OF CROSS
BRACING - DO NOT TOE NAIL
2x4 "T-BACK" BRACI
AT VERTICALS TAL /
THAN 48", FASTEN
Od NAILS @ 6" 0. '
BRACING - DO NOT TOE NAIL
BLOCKING @
M GABLE END
lifZP.T. 8�'MANCHOR BOLT ATOM W/ � 1/2" DRYWALL
3 O.C, w/ 2"B WASHER51 01
EN3/16"6 TAPCONS WITH 1 MINIMUM
BEDMENT AT 12" O.C.
5" EMBEDMENT
8" CMU WALL
GABLE END CONNECTION DETAIL
NOT TO SCALE
12
\\\ 5
\ SO
RIDGE
STUDS 16" O.C.
P.T. 20 SOLE PLATE
ATTACH TO TRUSSES
W/ (2) 3' LONG DECK
SCREWS 0 EA. TRUSS
TYPICAL TUPELA DETAIL
SCALE = N.T.S
CONNECT TRUSSES TO LOAD BEAR
WALL AS NOTED ON THE PLANS.
(2)2x12 HEADER OR AS
NOTED ON THE PLANS
(2) SIMPSON "LSTA2111
2X4 RAFTERS
0 16" O.C. _.
2X4 TOP PLATE
SD.IPSGN STRAP NITS 12
STRAPS PER SIDE PER NOTE:
HEADER BEARING WALL HA
INTO BLOCK WAILS A
Wm4 WEDGE A 41 HO
VERTICALLY UF WALL
1/2" 0 WEDGE ANCHORS, 8"
DEPTH WITHIN 6" OF STUDS; & 32" O.C.
FOR REMAINING WALL
W/3" HOOK AND 3" 0
WASHERS. NOTE: ALTERNATIVE
HOLDDOWN IS SIMPSON "HTT4"
ATTACHED TO STUDS.
(1) SIMPSON "SPH4"
PER STUD. NOTE: (2)
JACK STUDS & (1)
KING STUD (MIN)
V1
,. •° CONCRETE FOUNDATION
AS NOTED ON PLANS •4i• �' • "• • :: A °�...'•.
a. ....
FRAMq BRIG. WALL W/ OPENING
TYPIC L CONNECTOR DETAIL
NOT TO SME
PREFAB RODE
TRUSSES 0 24.1 O.C.
100 GENERAL
100.1 MATERIALS
100.1.1 MASONRY UNITS -
CONCRETE MASONRY UNITS SHALL BE HOLLOW OR SOLID
UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 AND
SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH
OF 1900 PSI. CMU MATERIALS AND CONSTRUCTION SHALL
COMPLY WITH "SPECIRCTION FOR MASONRY STRUCTURES"
ACI 530.1/ASCE 6-05/TMS 602-05: PART 2 & 3
100.1.2 MORTAR -
SHALL BE EITHE
R TYPE M OR S IN ACCORDANCE WITH
ASTM C 270
100.1.3 GROUT -
SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/8
INCH PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A
MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI
AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C
1019, OR SHALL BE IN ACCORDANCE WITH ASTM C 476.
100.1.4 CONCRETE -
SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH
OF 3000 PSI (2500 PSI FOR SLABS) AT 28 DAYS PER ACI
318, SECTION 5.3. INSTALLATION OF CONCRETE SHALL BE
PER ACI 318, SECTION 5.10.
100.1.5 REINFORCING STEEL -
SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE
WITH ASTM A 615, A 616. A 617, OR A 706.
100.1.6 METAL ACCESSORIES -
JOINT REINFORCEMENT, ANCHORS, TIES, AND WIRE FABRIC
SHALL CONFORM M THE FOLLOWING STANDARDS:
1. ASTM A 82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS
AND TIES.
2. ASTM A 36 FOR PLATE, HEADED AND BENT BAR ANCHORS.
3. ASTM A 366 FOR SHEET METAL ANCHORS AND TIES.
100.1.7 GALVANIZATION -
METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUC-
TION AND NOT DIRCTLY EXPOSED TO THE WEATHER SHALL BE
GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2.
METAL ACCESSORIES FOR USE IN INTERIOR WALL CONSTRUCTION
SHALL BE MILL GALVANIZED IN ACCORDANCE WITH ASTM A 641,
CLASS 1.
100.1.8 FASTENERS AND CONNECTORS -
UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE
COMMON WIRE NAILS. FOR EXAMPLE, 8D = 2 1/2 INCHES
LONG X 0.131-INCH DIAMETER. SEE TABLE 8.BA IN THE
NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION.
100.1.8 WOOD FRAME MEMBERS
ALL FRAMING LUMBER SHALL BE HEM -FIR, S. PINE, OR
S-P-F, GRADE 2 OR BETTER WITH A MINIMUM Fb OF 1800 PSI.
ALL LUMBER USED FOR BEAMS SHALL BE HEM -FIR, S. PINE, OR
S-P-F, GRADE 2 OR BETTER WITH A MINIMUM FIG OF 1700 PSI.
100.1.8 WOOD LVL BEAM MEMBERS
ALL LVL BEAM LUMBER SHALL HAVE A MINIMUM FLEXURAL
STRENTH, Fb, OF 2,850 PSI AND MODULUS OF ELASTICITY, E,
OF 2,000,000 PSI.
100.2 MASONRY WORK, GENERAL
100.2.1-
ALL MORTAR JOINTS FOR HOLLOW UNIT MASONRY SHALL EXTEND
THE FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOUD
MASONRY SHALL BE FULL HEAD AND BED JOINTS.
100.2.2-
BED JOINTS SHALL BE 3/8 INCH (+ 1/6 INCH) THICK. HEAD
JOINTS SHALL BE 3/8 INCH (+ 3/8 INCH OR -1/4 INCH) THICK.
100.2.3-
THE BED JOINT OF THE STARTING COURSE PLACED OVER FOOTINGS
SHALL BE PERMITTED TO VARY IN THICKNESS FROM A MINIMUM
OF 1/4 INCH TO A MAXIMUM OF 3/4 INCH.
100.2.4-
MASONRY WALLS SHALL BE RUNNING BOND OR STACK BOND
CONSTRUCTION. WHEN MASONRY UNITS ARE LAID IN STACK BOND,
9-GAGE (MINIMUM) HORIZONTAL JOINT REINFORCEMENT, IN
ADDITION M REQUIRED VERTICAL REINFORCEMENT, SHALL BE
PLACED IN BED JOINTS AT NOT MORE THAN 16 INCHES ON CENTER.
100.2.5-
LONGITUDINAL WIRES OF JOINT REINFORCEMENT SHALL BE FULLY
EMBEDDED IN MORTAR OR GROUT NTH A MINIMUM COVER OF 5/8
INCH WHEN EXPOSED TO EARTH OR WEATHER AND 1/2 INCH WHEN
NOT EXPOSED TO EARTH OR WEATHER.
.100.3 REINFORCING STEEL GENERAL
100.3.1-
.REINFORCING STEEL SHALL BE NO. 5 BARS. EXCEPTION: WHERE
TWO NO. 5 BARS ARE REQUIRED WITHIN THE SAME GROUTED
MASONRY CELL OR BOND BEAM, ONE NO. 7 BAR MAY BE
SUBSTITUTED.
100.3.2-
WHEN TWO BARS ARE REQUIRED IN THE SAME CELL OR BOND BEAM,
THEY MAY BE BUNDLED.
100.3.3-
SPLICES SHALL BE LAP SPLICES.
1. NONCONTACT LAP SPLICES MAYBE USED PROVIDED REINFORCING
BARS ARE NOT SPACED FARTHER APART THAN 5 INCHES FOR NO. 5
BARS AND 7 INCHES FOR NO. 7 BARS.
2. SPLICE LENGTHS SHALL BE A MINIMUM OF 25 INCHES FONO. 5
BARS AND 35 INCHES FOR NO. 7 BARS (40 BAR DIAMETERS). SPLICES
OF A NO. 5 BAR 'NTH ONE NO. 7 BAR SHALL BE A MINIMUMOF 25
INCHES, AND TWO NO. 5 BARS WITH ONE NO. 7 BAR SHALL BE A
MINIMUM OF 35 INCHES.
100.3.4-
REINFORCEMENT MAY BE BENT IN THE SHOP OR IN THE FIELD IF:
1. ALL REINFORCEMENT IS BENT COLD, AND
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE
BAR, IS NOT LESS THAN SIX BAR DIAMETERS, AND
3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT
BE FIELD BENT. EXCEPTION: WHERE BENDING IS NECESSARY TO
ALIGN DOWEL BARS WITH A VERTICAL CELL, BARS PARTIALLY
EMBEDDED IN CONCRETE SHALL BE PERMITTED TO BE BENT AT A
SLOPE OF NOT MORE THAN IINCH OF HORIZONTAL DISPLACEMENT
TO 6 INCHES OF VERTICAL BAR LENGTH.
100.4 COVER OVER REINFORCING STEEL
100.4.1-
FOR FOUNDATIONS MINIMUM CONCRETE COVER OVER REINFORCING
BARS SHALL BE: 3.INCHES IN FOUNDATIONS WHERE CONCRETE
IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE
EARTH; OR, 1-1/2 INCHES FOR No. 5 AND SMALLER BARS, AND
2 INCHES FOR No. 6 AND LARGER BARS WHERE CONCRETE IS
FORMED AND WILL BE EXPOSED TO THE WEATHER. IN NARROW
FOOTINGS WHERE INSUFFICIENT WIDTH IS AVAILABLE TO ACCOMODATE
A STANDARD 90 DEGREE HOOK AND PROVIDE THE REQUIRED CON-
CRETE COVER, THE HOOK SHALL BE ROTATED IN THE HORIZONTAL
DIRECTION UNTIL THE REQUIRED CONCRETE COVER IS ACHIEVED.
100.4.2-
FOR CAST -IN -PLACE BOND BEAMS WHERE CONCRETE IS
NOT EXPOSED TO WEATHER, THE MINIMUM CONCRETE COVER
FOR REINFORCING SHALL BE 1 1/2 INCHES REGARDLESS
OF BAR SIZE.
100.4.3-
FOR CAST -IN -PLACE BOND BEAMS WHERE CONCRETE IS EX-
POSED TO WEATHER, THE MINIMUM CONCRETE COVER FOR
REINFORCING SHALL BE:
1 1/2 INCHES FOR NO. 5 BARS AND SMALLER,
2 INCHES FOR NO. 6 BARS AND LARGER.
100.4.4-
REINFORCEMENT BARS EMBEDDED IN GROUTED MASONRY CELLS
SHALL HAVE A MINIMUM CLEAR DISTANCE OF 1/4 INCH FOR
FINE GROUT OR 1/2 INCH FOR COARSE GROUT BETWEEN
REINFORCING BARS AND ANY FACE OF A CELL.
100.4.5-
REINFORCING BARS USED IN MASONRY WALLS SHALL HAVE A
MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN:
2 INCHES FOR MASONRY UNITS WITH FACE EXPOSED TO
EARTH OR WEATHER.
1 1/2 INCH FOR MASONRY UNITS NOT EXPOSED TO EARTH
OR WEATHER.
100.5 FRAMING NOTES
100.5.1- WINDOW AND SLIDING GLASS DOOR DOOR (I.E., SGD) BUCK INSTALLATION
ALL WALL AND SHINGLE ROOF SHEATHING SHALL BE 15/32" MINIMUM WOOD BUCK STRIPS SHALL BE 'ONE BY' PRESSURE TREATED WOOD. WIDTH SHALL BE SUFFICIENT
C-D PLYWOOD SHEATHING OR OSB. TO EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR SGD FRAME.
100.5.2- THE WOOD BUCK STRIPS MAY BE INITIALLY ATTACHED TO THE CMU OR CONCRETE WITH CASEHARD
ALL ROOF SHEATHING SHALL BE STAGGERED WITH THE LONG 1-3/4' NAILS AT 16' O.C. THE BUCKS SHALL BE FINALLY ATTACHED WITH REDHEAD 3/18"
DIMENSION PERPENDICULAR M THE FRAMING. TAPCONS (THROUGH THE WINDOW OR SGD FRAME) WITH SUFFICIENT LENGTH FOR A MINIMUM OF
1-11V OF PENETRATION INTO THE CMU OR CONCRETE. THE NUMBER OF TAPCONS SHALL BE PER
100.5.3- THE MANUFACTURER'S INSTALLATION DETAILS.
NAILING FOR ROOF AND WALL SHEATHING SHALL BE (1) Bd RINGSHANK
NAILS FOR ALL SHEATHING UP THRU 1/2' THICK AT 6 O.C. THROUGHOUT; PRIOR TO ATTACHING THE WOOD BUCK TO THE CONCRETE, BOTH MATING SURFACES SHALL
AND (2) 10d RINGSHANK NAILS FOR SHEATHING LARGER THAN i/2" HAVE A BEAD OF ADHESIVE/SEALANT APPLIED TO BOTH SURFACES TO ENHANCE THE STRENGTH
THICK. NAILING SHALL BE 6" o.c. AT EDGES AND 12" o.c. INTERIOR. E THE JOINT,
100.5.4- ENTRY DOOR LIMITATIONS AND BUCK INSTALLATION
ALL INTERIOR FRAME BEARING WALLS AND ALL EXTERIOR FRAME WALLS WOOD BUCK STRIPS SHALL BE "ONE BY PRESSURE TREATED WOOD. MOTH SHALL BE SUFFICIENT
SHALL BE ANCHORED TO THE ABUTTING CMU WALL WITH (3) 1/2"x6" TO EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME.
STANDARD WEDGE ANCHOR BOLTS EMBEDDED IN GROUTED CELLS. THE WOOD BUCK STRIPS MAY BE INITIALLY ATTACHED TO THE CMU OR CONCRETE WITH CASEHARD
THE FLOOR P.T. PLATE SHALL BE ANCHORED WITH 1/2" x 8" STANDARD 1-31e NAILS AT 16" O.C. THE BUCKS SHALL BE FINALLY ATTACHED WITH REDHEAD 3/16"
WEDGE ANCHORS AT 32" o.c. TAPOONS (THROUGH THE DOOR FRAME) WITH SUFFICIENT LENGTH FOR A MINIMUM OF 1-1/4" OF
PENETRATION INTO THE CMU OR CONCRETE. THE NUMBER OF TAPCONS SHALL BE PER THE
100.5.5- MANUFACTURER'S INSTALLATION DETAILS.
AT ALL INTERIOR BEARING WALLS, WHENEVER AN UPUFT CONNECTOR IS DEADSOLT SHALL BE TITAN 780 SOL CYLINDER (OR EQUIVALENT) W/ 2-3/8- BACKSET 039" FROM
REQURIED AT THE TOP OF THE WALL, THE CONNECTOR AT THE BOTTOM TOP OF SLAB. LOCKSEr SHALL BE TITAN 720H SOL. CYL (OR EQUIVALENT) W/ 2-3/8' BACKSET
SHALL HAVE CONSISTENT UPLIFT VALUE. 0 44-1/2' FROM TOP OF SLAB. USE 4-1/2' X 1-5/8" WOOD LOCK BLOCK 0 EACH LOCK PREP.
100.5.6-
WHENEVER A GIRDER TRUSS BEARS ON A FRAME BEARING WALL, IT SHALL GENERAL NOTE FOR OPENINGS:
BE SUPPORTED BY A MINIMUM OF AN EQUAL NUMBER OF STUDS AS PLIES WOOD MEMBERS THICKER THAN THOSE SPECIFIED MAY BE USED AS LONG AS THE LENGTH OF
IN THE GIRDER. THE 3/16" TAPCONS IS SUFFICIENT TO OBTAIN A MIN. OF 1-3/8' PENETRATION INTO THE CMU
100.5.7- OR TIE BEAM.
TRUSSES SHALL BE DESIGNED AND SEALED BY A PROFESSIONAL ENGINEER
REGISTERED IN THE STATE OF FLORIDA, AND SHALL CONFORM WITH THE TPI TYPICAL CORRECTION NOTES
DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED TRUSSES, AND
SHALL CONTAIN BOTTOM CHORD WIND BRACING METHODOLOGY. 1) ONE SIMPSON RFB#4x10 MAY BE SUBSTITUTED FOR 1/2' ANCHOR BOLTS WHEN NECESSARY
2) MISSED HURRICANE STRAPS FOR CONCRETE BEAMS - USE SIMPSON MTSM20 WITH (71 10d IN
TRUSS AND (4) 1/4"x1-3/e TITEN FASTENERS IN CONCRETE FOR UPLIFTS UP TO 8 0 LBS.;
101 FOOTINGS AND FOUNDATION IN CONCRETE FOR UPUFTS UP TO 1175 LBS.;
3) MISSED DOWELS - SET 5/8" DIAMETER, 33' LENGTH DOWEL INTO 31Vx 8" HOLE; SET IN
101.1 DESIGN SIMPSON SET EPDXY OR EQUIVALENT.
101.1.1- 4) FIBERMESH FIBER REINFORCED CONCRETE MAY BE USED IN UEU OF THE 6x6x1O/10 WELDED
TYPICAL FOUNDATION DETAILS AND MINIMUM SIZES ARE SHOWN ON THE HARE MESH REINFORCEMENT IN CONCRETE FLOOR SLABS.
FOUNDATION PLAN AND THIS SHEET.
101.1.2
A SOIL OR WASTE PIPE OR A BUILDING DRAIN PASSING UNDER A F0011NG ADDITIONAL GENERAL & STRUCTURAL NOTES
OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING 1. CONSTRUCTION METHODS SHALL COMPLY NTH ALL STATE AND LOCAL CODES.
ARCH, OR THERE SHALL BE BUILT INTO THE MASONRY WALL AN IRON PIPE
SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH. 2. GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS TO VERIFY DIMENSIONS,
101.2 CONSTRUCTION DETAILS, AND/OR ANY DISCREPENCIES PRIOR TO CONSTRUCTION.
3. THESE PLANS WERE RENEWED BY THE ENGINEER FOR STRUCTURAL
101.2.1- COMPLIANCE WITH SECTION 1609 ONLY OF THE FLORIDA BUILDING CODE.
OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND THE OUTER BAR 4. THE CONTRACTOR MAINTAINS THE RESPONSIBILITY FOR ALL CONSTRUCTION MEANS
CORNERS USING CORNER BARS OR BY BENDING THE BAR IN ACCORDANCE METHODS & TECHNIQUES, INCLUDING BUT NOT LIMITED TO THE STANDARD
WITH 100.3.4. IN BOTH CASES, THE MINIMUM BAR LAP SHALL BE 25 INCHES. CONNECTIONS OF ALL ROOF, WALL, FLOOR AND STRUCTURAL PANEL SYSTEMS.
101.2.2_ 5. UNLESS OTHERWISE NOTED, ANY OPENING GREATER THAN 6' IN A MASONRY WALL
FOUNDATION STEMWALLS SHALL BE AS THICK OR THICKER THAN THE WALL SHALL HAVE THE CELLS ON EACH SIDE FILLED VATH CONCRETE AND (1)5
SUPPORTED ABOVE, BUT IN NO CASE LESS THAN 8 INCHES THICK, AND VERTICAL RE -BAR.
SHALL HAVE SAME VERTICAL REINFORCING AS THE WALL ABOVE. 6. UNLESS OTHERWISE NOTED, FOR WOOD BEARING OPENINGS UP TO 6' USE
(2) 2x12 BEAM WITH (2) FULL LENGTH STUDS, AND FOR OPENINGS GREATER
101.3 FOOTING DOWELS THAN 6' USE (2) 2z12 BEAM AND (3) FULL LENGTH STUDS AT EACH END.
ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE HOOK AND CONNECT BEAMS TO STUDS WITH A MINIMUM OF (2) USP RT12'9 EACH END.
SHALL BE EMBEDDED A MINIMUM OF 6 INCHES INTO ALL FOOTINGS; DOWEL TO STUDS WITH A MINIMUM OF (2) USP RT1Xs EACH END.
BARS SHALL LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES. 7. Buildings shall be constructed In accordance with the provisions of
the climatic and geographic design criteria as limited by the
provisions of this section. Additional criteria shall be set forth In
Table R301.2(1) of the Florida Building Code 2017 6th edition.
106 OPEN STRUCTURES
106.1- S. Flame spread and smoke Index for wall and ceiling finishes shall
COLUMNS SHALL BE CONSTRUCTED OF STANDARD MASONRY UNITS OR be in accordance with Sections R302.9.1 through R302.9.4.
PILASTER BLOCK OR MAY BE CAST IN PLACE CONCRETE. MAXIMUM COLUMN 9. Flame spread and smoke -developed Index for insulation shall be
HEIGHT SHALL BE 12 FEET TO TOP OF BOND BEAM. COLUMNS SHALL In accordance with Sections R302.10.1 through R302.10.5.
CONTAIN A MINIMUM OF FOUR VERTICAL BARS, ONE IN EACH CORNER.
1. VERTICAL COLUMN REINFORCEMENT SHALL BE FOUR NO. 3 BARS FOR 10. All gypsum board materials and accessories shall conform to
8x8 INCH COLUMNS AND FOUR NO. 5 BARS FOR ALL OTHER COLUMN SIZES. ASTM C 22, C 475, C 514, C 1002, C 1047, C 1177, C 1178, C
2. CLEARANCE FROM THE VERTICAL BAR M THE MASONRY FACESHELL SHALL 1278. C 1396 or C 1658 and shall be installed in accordance with
BE 1/2 INCH. MINIMUM COVER FOR CAST IN PLACE COLUMNS SHALL the provisions of this section. Adhesives for the installation of
sum board shall conform to ASTM C 557.
BE 1-1/2 INCHES OVER THE COLUMN TES. 9YP
m
/
106.2- 11. Ceramic the surfaces shall be Installed in accordance with ANSI
CONNECTION OF COLUMNS TO THE FOUNDATION BELOW AND TO THE BOND A108.1, A108.4, A108.5, A108.6, A108.11, A118.1, A118.3, A136.1
BEAM AT THE TOP SHALL BE AS FOLLOWS: and A137.1.
1. 8x8 INCH COLUMN; ONE NO. 5 STANDARD 90 HOOK INTO THE SUPPORT
AT THE BOTTOM AND INTO THE BOND BEAM AT THE TOP.
2. 806 INCH COLUMN; TWO NO. 5 STANDARD 90 HOOKS (ONE IN EACH
CELL) BOTH AT THE BOTTOM AND INTO THE BOND BEAM AT THE TOP.
3. 1202 INCH COLUMN AND 1606 INCH COLUMN; FOUR NO. 5 STANDARD
90 HOOKS (ONE AT EACH VERTICAL BAR) EXTENDING FROM THE FOUNDATION
AND SPLICED WITH THE VERTICAL COLUMN REINFORCEMENT FOR THE BOTTOM;
THREE NO. 5 STANDARD 90 HOOKS INTO THE BOND BEAM AT TOP, MINIMUM,
AND EACH SPLICED INTO A VERTICAL COLUMN BAR FOR CORNER COLUMNS; &
TWO NO. 5 STANDARD 90 HOOKS INTO THE BOND BEAM AT THE TOP EACH
SPUCED M SEPARATE VERTICAL COLUMN BARS FOR COLUMNS NOT LOCATED
IN A CORNER.
106.3-
LATERAL TIES OF A MINIMUM 1/4 INCH DIAMETER SHALL BE USED TO ENCLOSE
VERTICAL COLUMN REINFORCEMENT AS FOLLOWS:
1. MAXIMUM VERTICAL SPACING OF LATERAL TIES SHALL NOT EXCEED THE LEAST
NOMINAL CROSS SECTIONAL DIMENSION OF THE COLUMN.
2 LATERAL TIES MAY BE LARGER THAN 1/4 INCHPLACED IN DIAMETER) ORE IN TTHERGROUT. (PROVIDED THEY ARE NO
3. THE BOTTOM LATERAL TIES SHALL BE LOCATED VERTICALLY NOT MORE THAN ONE
-HALF THE LATERAL TIE SPACING ABOVE THE TOP OF THE FOOTING, SLAB, OR
BEAM IN ANY STORY. THE TOP LATERAL TIE SHALL NOT BE MORE THAN ONE
-HALF THE LATERAL TIE SPACING BELOW THE LOWEST HORIZONTAL REINFORCEMENT
IN THE BEAM ABOVE.
107 WINDOWS
ALL EXTERIOR GLAZING MATERIALS SHALL BE IMPACT RESISTANT COVERINGS CERTIFIED
BY THE MANUFACTURER TO MEET THE REQUIREMENTS OF SSTD1Z ASTM E 1886 AND
ASTM E 1996. HOWEVER, IF PANELS MEETING THE LOADING REQUIREMENTS OF FBC
1609.1 FOR THE 170 MPH WIND BORNE MISSILE TEST, OR, WOOD STRUCTURAL PANELS
MEETING THE REQUIREMENTS OF FBC 1609.1.2 ARE USED FOR OPENING PROTECTION
THEN THE WNDOWS NEED ONLY MEET THE PRESSURE REQUIREMENTS OF FBC 1609.1
FOR THE 170 MPH WIND LOAD AND NOT THE WIND BORNE MISSILE TEST. THE CON-
TRACTOR IS REQUIRED TO PROVIDE DOCUMENTATION FOR THE WINDOWS AND PANELS
DEMONSTRATING COMPLIANCE WITH THESE SPECIFICATIONS.
108 DOORS
ALL EXTERIOR DOOR MATERIALS SHALL BE ABLE TO RESIST THE LOADING REQUIREMENTS
OF THE FBC SECTION 1609.1 FOR THE 170 MPH WIND LOAD. THE CONTRACTOR IS
REQUIRED TO PROVIDE DOCUMENTATION FOR DOORS DEMONSTRATING COMPLIANCE
WITH THESE SPECIFICATIONS.
WINDOW, EXTERIOR DOOR AND PANEL CRITERIA
THE MANUFACTURER'S SPECIFICATIONS AND TEST RESULTS FOR THE REFERENCED WINDOWS,
SGD, DOORS AND PANELS IN REGARDS TO COMPLIANCE WITH FLORIDA BUILDING CODE
SECTION 1609 FOR A 160 MPH, 3 SECOND GUST, WIND LOAD HAVE BEEN REVIEWED AND
ACCEPTED BY THE ENGINEER OF RECORD FOR USE ON THIS PROJECT WHEN INSTALLED
IN ACCORDANCE WITH THESE PLANS AND THE MANUFACTURER'S SPECIFICATIONS.
DETAILS AND
SPECIFICATIONS
Punta Gorda; Florida 33983 fax 413-487-9013
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Although every effort is made to
ensure the accuracy of these
plans it is the responsibility of
the builder to verify all
dimensions, details and
specifications shown.
Bluestream Design Studio will
not be held liable for any errors
or omissions on these plans.
Port Orange, FI
(386) 256-8978
Port Charlotte, FI
(941) 275-9931
www.bluestreamdesignstudio.com
CAD@bluesLTeamdesignstudio.com
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Design and layout or concepts
for this design were provided to
Bluestream Design Studio by
the builder shown. Any
similarities to other plans or
blueprints is solely the
responsibility of the builder.
Plans may not be reproduced or
copied without the express
written consent of the Builder
shown.
DATE 8/14/18
DESIGN BY: LBB
CHECKED BY: TMB
DOB NO. AURORA TSH Pe
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DATE
W
2
SCALE: 1/4" = III
5OF8
12 x 12
61 cfm
5"
8x4-
61 cfm
5"
711
AHU-1
(In Garage)
BEDROOM #2
12 x 12
108 cfm
7" \
8 x 8
108 cfm
7" F
BEDROOM
#3
12 x 12 T
72 cfm
6"
BEDROOM #4
t F�
8 x 6
72 cfm
18" 6"
8 x 4
40 cfm
4"
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16 x 18
N
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8x4
48 cfm
5"
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8 x 6
102 cfm
7„
24 24 -
717 cfm
18"
0
S 8x4 6 x 6
17 cfm 69 cfm
0„ 4„ 11 6„ F
First
S
W
16"
1"k 0 t
8 x 6
97 cfm
6"
DINING
or HVAC Plan
ofirelow
14 x 14
'8x6
102 cfm
7"
6 x 6
69 cfm
6"
10"
8 x 4
42 cfm
4"
FOYER
12 x 12
202 cfm
9
++"y'6 x 6
70 cfm
6"
MASTER SUITE
6x6
y 70 cfm
6"
8x4@
23 cfm
4" 1
7"
8 x 4 ''
40 cfm
4"
MASTER
BATH
oz
8 x 8
130 cfm
7"
Im
1 /4"=1'-01,
AC EQUIPMENT SCHEDULE
1=
CU NUMBER
NOMINAL TONNAGE
CU-1
3 ton(s)
D
MODEL
14ACXS036-230A**
Z
SEER/EER
16.00/13.00
H
CAPACITY TOTAL/SENS.
34200/27360
W
STAGES
Single
Z
RLA - LRA
14.1/77
p
MCA/MOP
18.7/30
V
WEIGHT
177
AHU NUMBER
AHU-1
AHU-MODEL
CBX27UH-036-230*++TDR
STATIC PRESSURE
0.70
1Z
REFRIGERANT
R-410A
W
LOCATION
Attic
p
CFM
1160
a
FAN MOTOR HP - FLA
1/2 - 4.1
=
ELECTRIC HEATER
8 kW
09
MCA/MOP AHU=HTR 240V A
57/60
Q
DIMENSIONS H x W x D
51 x 21-1/4 x 22-5/8
WEIGHT
159
REF LINES SIZES
3/4, 3/8
NOTES: Lennox
AHRI #: 7510392
V' 'We are the m
PO Box 882032
Port Saint Lucie, FL 34988
Phone: 772-882-5700
www.ProCalcs.Net
tom@procalcs.net
License CAC 1815254
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No. Revision/Issue Date
1 Issue 07/13/18
For:
Groza Builders
511 SW Port St. Lucie Blvd.
Port St. Lucie, FL 34953
Drawn By: CEK Sheet
Checked By:
TP � /I —1
Date: � v
07/13/18
Scale:
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8'-011 A. F . F
9'-4" A. F . F
1 0'-0" A. F. F
TRUSS END DETAIL
PLUMB CUT OVERHANG 12
5
4-1/16"
HEEL HEIGHT
I
� I
1 -o°
,o`�RpFE..,q%,,, THIS TRUSS PLAN HAS BEEN
& �IEVIEWED BY THE ENGINEER OF
_A "
ti o RECORD AND IS ACCEPTABLE
s -;o • STATTE OF
°601�°�-
FOR THIS PROJECT. �n s
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HANGER LEGEND
* - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED
OTHERWISE
* - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46
UNLESS NOTED OTHERWISE
RAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT
HIND ASCE7-10
ENCLOSED
This Drawing Must Be Approved And
EXPOSURE CATEGORY C
Returned Before Fabrication Will
)CCUPANCY CATEGORY II
Begin. For Your Protection Check All
HIND LOAD 170 MPH
Dimensions And Conditions Prior To
TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF
Approval Of Plan.
3OTTOM CHORD LIVE LOAD
NONCONCURRENT WITH
%NY OTHER LIVE LOADS
SIGNATURE BELOW INDICATES ALL
NOTES AND DIMENSIONS HAVE
ROOF LOADING
FLOOR LOADING
BEEN ACCEPTED.
TCLL: 20 PSF
TCLL: PSF
TCDL: 15 PSF
TCDL: PSF
BCDL: 10 PSF
BCDL: PSF
By Date
TOTAL: 45 PSF
TOTAL: PSF
DURATION: 1.25
DURATION: -
CAUTION!!!
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (ie. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNING
Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
Hours And Investigation By
Builders FirstSource.
NO EXCEPTIONS. !The General Contractor Is Responsible
For All Connections Other Than Truss
to Truss, Gable Shear Wall, And
Connections. Temporary and
Permanent Bracing, And Ceiling And
Roof Diaphragm Connections.
HANGER LEGEND
.
LUS24
14
HTU26
HTU28
HHUS26-2
5
HGUS26-2
HGUS26-3
HGUS26-3
BUILDER:
GROZA ELDRS
RES:
HESTOR
MODEL:
-
N/A
ADDRESS:
BROCKSMITH RD
I LOT / BLOCK:
-
CITY;
FORT PIERCE
COUNTY
ST LUCIE CO
DRAWN BY: JL
JOB # :
1481009
DATE:
07/28/18 SCALE: NTS
REVISIONS:
1.
2.
J
3.
-
4.
701 S. KINGS HIGHWAY
FORT PIECE, FL 34945
Ph. (772) - 461 5475
File Copy