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BENCHMARK N0. 1 �� a \ ELEVATION 28.75 FEET (NAVD 88)
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LEGEND & ABBREVIATIONS
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O.R.B. -
OFFICIAL RECORDS BOOK
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UTILITY EASEMENT
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DRAINAGE EASEMENT GRAPHIC SCALE
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LICENSED BUSINESS
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CONCRETE BLOCK & STUCCO
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DESCRIPTION
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LOT 86 OF TREASURE COAST AIRPARK ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT
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BOOK 26', PAGES 18 THROUGH 18F, PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA, TOGETHER
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WITH THE FOLLOWING -DESCRIBED PARCEL.
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LOT 86
COMMENCE AT THE SOUTHEAST CORNER OF SECTION 24, TOWNSHIP 37 SOUTH, RANGE 38 EAST, ST.
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LUCIE COUNTY, FLORIDA; THENCE NORTH 0907'52" EAST, ALONG THE EAST LINE OF SAID SECTION
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24, A DISTANCE OF 662.43 FEET; THENCE SOUTH 99°31'12" WEST, ALONG THE SOUTH LINE OF SAID
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SAID LOT 86 AND THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 89. 31'12" WEST, ALONG THE
SOUTH LINE OF SAID LOT 86, A DISTANCE OF 335_00 FEET; THENCE SOUTH 00°32'21" EAST, ALONG
THE SOUTHERLY EXTENSION OF THE WEST LINE OF-,SAID-�T 136, -A-OF-20--FEET;- -----_
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THE*NCE NORTH 89 31 12" EAST, ALONG THE SOUTH LINE OF THE LANDS DESCRIBED IN 0. R. BOOK
587, PAGE 2316, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, A DISTANCE OF 335.00 FEET;
THENCE NORTH 00°32`21" WEST, ALONG THE SOUTHERLY EXTENSION OF THE EAST LINE OF4A}D LOT
86, A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING. <>
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1. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE
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ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
2. ALL MEASUREMENTS ARE BASED ON THE UNITED STATES SURVEY FOOT (SHOWN IN FEET AND
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DECIMAL FORMAT) UNLESS OTHERWISE SPECIFIED.
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3. THE EAST LINE OF LOT 86 IS ASSUMED TO BEAR SOUTH 00`32'21" EAST AND ALL OTHER
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BEARINGS SHOWN HEREON ARE RELATIVE THERETO.
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4. ONLY THOSE SPECIFIC IMPROVEMENTS SHOWN HEREON HAVE BEEN FIELD LOCATED. NO OTHER
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UNDERGROUND FIXED IMPROVEMENTS HAVE BEEN LOCATED.
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7. OVERALL PARCEL CONTAINS 2.83 ACRES; MORE OR LESS.
8. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT.
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9. ATTENTION IS' DIRECTED TO THE FACT THAT THIS DRAWING MAY HAVE BEEN ALTERED IN SIZE BY
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REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA.
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10. THE LAST DATE OF FIELD WORK WAS NOVEMBER 19, 2019.
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FDOH In St. Lucie County
11. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR
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Environmental Health
PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
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Site Plan Approved for Construction
12. LANDS SHOVIN HEREON WERE NOT ABSTRACTED BY CIVILSURV DESIGN GROUP, INC., FOR
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Supersedes All Previous Site Plans for
RIGHTS -OF -WAY: EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD
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13. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988
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OSTDS # - -9A 4 &Well # -3b2 b
(NAVD 88).
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- Date: 2 57 0
14. BY GRAPHIC, PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A
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FLOOD ZONE DESIGNATION OF ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY
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(FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 12111C0400J, HAVING AN EFFECTIVE
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DATE OF FEBRUARY 16, 2012. THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE
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COUNTY PRIOR CONSTRUCTION.
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CERTIFIED TO
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OLD REPUBLIC 14ATIONAL TITLE INSURANCE COMPANY
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CENTERSTATE BANK, NA, ISAOA/ATIMA
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POINT OF BEGINNING
JIMMY L. HARDISON AND STEPHANIE D. HARDISON
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SOUTHEAST CORNER LOT 86
GROZA BUILDERS, INC.
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SURVEYOR'S CERTIFICATE
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SOUTHOLINE PLAT OF
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COAST AIRPARK
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I HEREBY CERTIFY THAT THE BOUNDARY AND TOPOGRAPHIC SURVEY, AS SHOWN HEREON, IS A
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TRUE AND CORRECTREPRESENTATIONOF A FIELD SURVEY MADE UNDER MY DIRECTION AND
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CHARGE AND SAID SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND
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BELIEF. I FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS
OF PRAC-flCF_ FOR SlAVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS
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FOUND 5/8" IRON ROD &CAP AND MA PERK 1N? DWTE'R 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION
STAMPED "LB 7805" N
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CIVILSU 4,E,51Wi 3§ROUP,` AC.
POINT OF COMMENCEMENT of
SOUTHEAST CORNER SECTION 24, Z =
TOWNSHIP 37 SOUTH, RANGE 38 EAST SHEET NO.
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BY: R C. KIERNAN DATE OF SIGNATURE
25 30 PROFESSIONAL SURVEYOR & MAPPER OF
FLORIDA REGISTRATION NO. 6101 1
BENCHMARK NO. 1 / \ U.10 wtsi
°f FOUND PK NAIL &DISK \ELEVATION 28.75 FEET (NAVO 88)
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FOUND 5/8" IRON ROD &c CAP
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LEGEND & ABBREVIATIONS z m
I (I FUTURE 60'X60' HANGER nk'; �'' INGRESS/EGRESSERPLATASE�AENT �..--- O.R.B.- OFFICIAL RECORDS BOOK � y je
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U.E.- UTILITY EASEMENT 20 GRAPHICO 3CAIJ 20 ~� ul
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I I ✓ D.E.- DRAINAGE EASEMENT _
CENTERLINE a
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MEASURED
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f j j C.M.P.- CORRUGATED METAL PIPE • -�,
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I I C.B.S.- CONCRETE BLOCK & STUCCO °C
I I f L CONC.- CONCRETE I i ID - IDENTIFICATION
EL- ELEVAON
F.F.E.- F N SHE FLOOR ELEVATION
WELL
30' TAXIWAk EASEMEN / / m W
PER IPLAT
I I' / ° •.
DESCRIPTION g m
I I i LOT 86 OF TREASURE COAST AIRPARK ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT
(t I BOOK 26, PAGES 18 THROUGH 18F, PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA, TOGETHER w
WITH THE FOLLOWING -DESCRIBED PARCEL: p
I f COMMENCE AT THE SOUTHEAST CORNER OF SECTION 24, TOWNSHIP 37 SOUTH, RANGE 38 EAST, ST. m
SOT 86 LUCIE COUNTY, FLORIDA THENCE NORTH 00-07'52" EAST, ALONG THE EAST LINE :OF SAID SECTION q
24, A DISTANCE OF_662.43 FEET, THENCE SOUTH 99031*121, WEST, ALONG THE SOUTH LINE OF SAID =1 0
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`x�I PLAT OF TREASURE COAST AIRPARK A DISTANCE OF 1027.30 FEET TO THE SOUTHEAST CORNER OF „ 1 TREASURE COAST AIRPARK ;� h
M ( (I PLAT BOOK 26, PAGE 18 r CD SAID LOT 86 AND THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 894 31'12" WEST, ALONG THE o
SOUTH LINE OF SAID LOT 66, A DISTANCE OF 335.00 FEET; THENCE SOUTH 00 32 21 EAST, ALONG +�
M - LOT 87 THE SOUTHERLY EXTENSION OF THE WEST LINE OF SAID- I_0T B6, A DISTANCE OF 20.00 FEET r'
PROPOSED _ _ _ _ ..,_ __ __ ____ W~ {VACANT) 8 a
CONC. DRIVE THENCE NORTH 89'3T-'12" EAST, ALONG THE SOUTH LINE OF THE LANDS DESCRIBED IN 0. R, BOOK u"� uvi �'n
LOT 84 I LI m 587, PAGE,•2316, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, A DISTANCE OF 33500 FEET;
(OCCUPIED) s PROPOSED WATER LINcc z
1 ryry ivZ THENCE NORTH 00'32'21" WEST, ALONG THE SOUTHERLY EXTENSION OF THE EAST LINE OF SAID LOT ti ¢ e
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0% 86, A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING.
I1I I � CONTAINING 2.8345 TOTAL ACRES, MORE OR LESS,
PROPOSED v
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�i ; >S I ry^gm SURVEYORS'NOTES
P x 1. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WIITHOUT THE SIGNATURE AND THE LLJ
I I �� FUTURE 57.3'X61' ORIGINAL RAISED.SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2) I y S PROP SED COVERED RESIDENCEco
I ' i CON . PORCH 2. ALL MEASUREMENTS ARE BASED ON THE UNITED STATES SURVEY FOOT (SHOWN IN FEET AND cq
I PROPOSED I STORY lees DECIMAL FORMAT) UNLESS OTHERWISE SPECIFIED. Lu
I C.B.S. RESIDENCE i 3. THE EAST LINE OF LOT 86• IS ASSUMED TO BEAR SOUTH 00'32'21 " EAST AND ALL OTHER CS
+' PROPOSED F.F.E. 32.60 FEET f �� `� BEARINGS SHOWN HEREON ARE RELATIVE THERETO. Z
j 4. ONLY THOSE SPECIFIC IMPROVEMENTS SHOWN HEREON HAVE BEEN FIELD LOCATED. NO OTHER I PR f . r .. Q OPOSED COVER ED
o MIN".
i CI CONIC. pATjO ? � � SEi�CKFa i UNDERGROUND FIXED IMPROVEMENTS HAVE BEEN LOCATED. I�
5. THE HORIZONTAL LOCATION OF NON -DIMENSIONED FEATURES ARE PLOTTED TO SCALE, UNLESS I
11M1T d NOTED OTHERWISE. 3
6. AN ASSESSMENT OF ENVIRONMENTAL CONCERNS, IF EXISTENT, WAS NOT PERFORMED AS A PART >
L1 / ic'a
a OF THIS SURVEY.
°� (I /�� GNIISIDES x 7. OVERALL PARCEL CONTAINS 2.83 ACRES, MORE OR LESS. 0
8. SYMBOLS SHOWN WITHIN THIS DRAWING' ARE NOT SCALE DEPENDENT. W P..Q
I OJo1�, �,.
AR ---_y 9. ATTENTION IS DIRECTED TO THE FACT THAT THIS DRAWING MAY HAVE BEEN ALTERED IN SIZE BY C, c�
a �tdCa. REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA.
TEC 111. ADDITIONS OR DELETIONS TOTHE LAST DATE OF FIELD O SURVEY MAPSRK WAS ORREPORTS BY OTHER THAN THE SIGNING PARTY OR _
ix
PROPOSED sPnc TANKSBER Q Q. N O
I PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
i 12. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY CIVILSURV DESIGN GROUP, INC., FOR Z
I I xry�� RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD, CC 'y
13. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 0 O Z
(NAVD 88). O. WW F
I ___'----------------.--------- 14. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A O " O
I I L____-_�--`----_____-------__-_, _-______-'___�_____-- FLOOD ZONE DESIGNATION OF "X", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY F "'� 04 U
- (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 12111CO400J, HAVING AN EFFECTIVE Qco Z W
DATE OF FEBRUARY 16, 2012. THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE ,7`, 0
try
z COUNTY PRIOR TO CONSTRUCTION.
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rOP OF TANK _ _ - _ __ : - - _ - -.• - _ - _ � CENTERSTATE BANK NA ISAOA ATIMA g® I
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' "� JIMMY L. HARDISON' AND: STEPHANIE D. HARDISONc�. ��
POINT OF BEGINNING GROZA BUILDERS INC: °�o• m
SOUTHEAST CORNER LOT 86
FOUND 5/8" IRON ROD & CAP
STAMPDED "RLS 2391 d.
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FOUND 5/8" IRON ROD &c CAP ry0. s69'3112tW 335.00' SOUTH LINE LOT 86 ryry " SOUTH LINE PLAT OF SURVEYOR'S CERTIFICATE
STAMPED "LB6018' ---_ - _------- -i--
'•i ! - � - - - - - � - - - - - - - - - - TREASURE COAST AIRPARK
`- - - - - - - "° a I HEREBY CERTIFY THAT THE BOUNDARY AND TOPOGRAPHIC SURVEY, AS SHOWN HEREON, IS A
w �q+ TOP OF BANK
' ry^ a"' TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND C�
N6 tibyh xry' x EAST LINE SECTION 24 ;�..� CHARGE. AND. SAID -SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND z
o sWALE `li z '4 BELIEF. I FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS
N OF PRACTICE `FEAR SjRVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS
N N89'31'12"E 33500` SOUTH LINE O.R.B. 587 PAGE 31s AND
MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION
FOUND 5/8" IRON ROD &CAP , " STTAAMPED/*LBI7805"OD & C#P w
S89"31 12 W 335.0t1
47-
o> CIVISURV DESIGN GROUP, INC.
POINT OF COMMENCEMENT ZI
PARCEL I.D.. 4215-333-0002--000-9 SOUTHEAST CORNER SECTION 24, SHEETNO.
TOWNSHIP 37 SOUTH. RANGE 38 EAST 4 1 19 Ci/taoZey
BY: ORIAN C. KIERNAN DATE OF SIGNATURE
PROFESSIONAL SURVEYOR & MAPPER I=
25 30 FLORIDA REGISTRATION NO, 6101
777,7�k
A CUSTOM MODEL FOR:
GROZA BUILDERS, INC.
CRESTVIEW KW JSH
JIM & STEPHANIE HARDISON
LEAR ROAD
FnPT PTFR('F FI
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CRESTVIEW KW JSH
ROUGH OPENING SIZE
UNITDIMENSION
W
H
W
H
U FACTOR
SOLAR HEAT GAIN
QTY
WINDOW/DOOR
(INCHES)
(INCHES)
(INCHES)
(INCHES)
1
2- 3080 ENTRY
20468.1 THERMA TRU
75-9/16
98-1/2
74.13/16
98
0.14
0.01
12868
20468.4THERMATRU
34-3/8
82-1/2
33-5/8
82
0.14
10.01
22-3068FRENCH
120468.12THERMATRU
74-5/16
82-1/2
74-9/16
82
0.3
10.28
5
SH25 I
FL 16177.1 IMPACT CWS
37.3/4
63
137
163
0.31
10.19
2
SH35 I
FL 16177.1 IMPACT CWS
53-7/8
163
53-1/8
163
0.3
10.21
FORT PIERCE BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
BUILDING PERMIT
OWNERS NAME
CONTRACTOR- GROZA BUILDERS CONTRACTOR'S ADDRESS 511 SW PORT ST LUCIE BL'VD
PORT ST LUCIE FL 34953
OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS &SKYLIGHTS
1 -41.81
FL= OR MIAMI-DADE
PRODUCT
MODEL NUMBER
MANUFACTURER
GLASS DESCRIPTION
METHOD OF ATTACHMENT
BUILDING DESIGN
PRODUCT DESIGN
PRESSURE
PRESSURE
Elm Ultracon, 1-1/4" Min. Embed in Head
FL 16177.1 IMPACT
IMPACT
& Jamb, in all mfg. holes
WINDOWS
-SH8100 PVC SINGLE HUNG
CWS WINDOWS
LOW-E 366 INSULATED
�' Tapmns, 1-1/4" Min. Embed in
SEE ELEVATION PAGE
+/- 70 PSF
- - -
SINGLE HUNG
IMPACT
Head & Jamb, in all mfg. holes
I" T.C. at 14" O.C. 1-1/4" EMBED AT
SEE ELEVATION PAGE
50 PSF
20468.12
REAR FRENCH DOOR FULL
THERMA TRU
6" FROM CORNERS
+/-
LITE CLEAR W/ BLINDS
LITE CLEAR IMPACT GLASS"
THERMA TRU
T.C. at 14" O.C. 1.1/4" EMBED AT
SEE ELEVATION PAGE
-
5D PSF
20468. Y
FRONT DOOR
6" FROM CORNERS
20468.4
REAR DOOR
THERMA TRU.
J" T.C. at 14" O.C. 1-1/4" EMBED AT
SEE ELEVATION PAGE
+!- 50 PSF
6"FROM CORNERS
17-0919.12
GARAGE DOOR 16'W.
824/811
DAB
FLAG ANGLE TO HAVE (3) *" x 1-5i8,. LAG SCREWS
GARAGE DOOR 8'W
AND DOOR BRACKET TO HAVE LAG SCREWS 24• O.C.
SEE ELEVATION PAGE
+27.0/-30.0
-
824/811
DAB
MAX AND 6" FROM CORNERS
FL= OR MIAMI-DADE
MODEL NUMBER
MANUFACTURER
.METHOD OF ATTACHMENT
-
- -
BUILD DESIGN
PRODUCT DESIGN
-
PRESSURE
PRESSURE
MULLIONS -
FL-9520.1
METAL ROOF
SHINGLE ROOF
16-0329.13 _
IKO -
6 ROOFING NAILS PER TAB, CLASS F.OR H
CMU COMPLYING WITH ASTM C90 W/0 .14" SHANK BY 0.30
#HD BY 1-J' LONG ET&F BRAND STUD NAILS.
SIDING
FL-13223.2
HARDL
DIRECT MOUNT TO BLOCK 12" O.C.
SOFFIT
FL23352
Ply Gem Siding Group
2X4 BRACE. AT CENTER OF PANEL
+23.6/-28.8
+70/-61.3
.HURRICANE PANELS
-
-
LESS THAN. 5'-7" SPAN
- - -
HURRICANE PANELS
-
5'-7".SPAN OR MORE
_
FLORIDA METAL PRODUCTS,
Apply roofing cement to the underside, back and side flmges`'of
the roof vent. Cement should be $" thick. and
ROOF VENT
FL-21580.3
INC.
extend 2" onto roof underlayment
NOTE:
ALL MANUFACTURED HOLES MUST BE FILLED WITH APPROPRIATE FASTENERS
I HAVE REVIEWED THE ABOVE COMPONANTS AND CLADDING AND HAVE APPROVED THEIR
USE IN TELL STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES DATE:
SPECIFIED BY CURRENT CODE PROVISIONS. -
NAME SIGNATURE
DESIGN FIRM _ CERT. NO -
BIRDSEYE
SCALE: 8„ = 11_011
DRAWING INDEX
C1
COVER PAGE
Al
FOUNDATION PAGE
A2
FLOOR PLAN
A3
ELECTRICAL PLAN
A4
EXTERIOR ELEVATIONS
A5
HVAC PLAN
A6
ROOF PLAN
S1 ENGINEER DETAIL PAGE
S2 ENGINEER DETAIL PAGE
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
I- COPY
W A T E R- A I R- L A N D
North Pork, Florida M291-8049 fax 413'-687-9013
Digitally signed by Christopher D Beers
�OESSf pNqh i s t o p h e r D DN: c=US, o=ldenTrust ACES Unaffiliated
N '''!!!- Individual, cn=Christopher D Beers,
0.9.2342.19200300.100.1.1=AO1098000000 6
rs 3D5C505EC00009BOA
'STATE OF N z C Date: 2020.04.2814:00.11-04'00'
'per<'
't7s94 * "sUe. % t� CHRISTOPHER D. BEERS, P.E.
111111110 1% FLORIDA LICENSE NO.64594
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 Rerdenngs
_
Graphic Designn rm
Port Orange, F1
(386) 256-8978
Port Charlotte, Fl
(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
4/28/20
DESIGN BY:
LBB
CHECKED BY:
TMB
Jos No.
CRESTVIEW KW
REV
DESCRIPTION
I
P111/18/19
2
P212/02119
3
P312/03/19
4
P401/07/20
5
P5 02/03/2020
6
7
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COVER
SCALE: 1/4" = F-0"
l OF 8
H PEI
FOUNDATION NOTES
ALL CONCRETE SHALL HAVE A MIN. COMPRESSIVE
STRENGTH OF 3000 PSI @ 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 @ ALL DOORS
CONTRACTOR TO DETERMINE ANY SLOPE OF SLAB RE
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 2017 6TH ED AND
LOCAL CODES AS THEY MAY APPLY
N
N
N
r 2) #5 BARS CONTINUOUS
W/ 25" MIN LAP & 95
•� VERTICAL BAR @ CORNER
(SEE FOUNDATION PLAN)
FOOTING CORNER DETAIL
MINIMUM 12" SLOP
OF FOOTING
BELOW GRADE 16"
(2) #5
F I 3" MIN COVER
3 TYP ►I 16' 3" TYF
MONO EDGE FOOTER
MINIMUM 12" SLOPE 1/6 MAX „
OF FOOTING
BELOW GRADE 16"
`°FLA
(2) #5 REBA 6" MIN
FI CURB 3" MIN COVER
3 TYP-►I 16„� 3" TYP
TYP FOOTING
W/CURB SCALE: NTS IN44
MINIMUM 12"
OF FOOTING
BELOW GRADE
16"
•- `- -
(2) #5 REBA
3" MIN COVER
F3 CURB
FLAT TOP
FOOTING
W/CURB SCALE -NITS
FINISHED FLOOR
ELEVATION fR
F2 WEDGE ANCHO
GD �eF '
I6'XI6"
STEP FOOTER (2) 4'
REBAR
@ BRG. WALLS
F4 _ii
BEARING
#5 REBAR
CONTINUOUS
6"x6"WIRE
MESH OR FIBER
SCALE = N.T.S
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.
61'-0" 1-
32'-11"
30"X30"X16"
W/ (4) #5 BARS EA. WAY
F4 — F4
� — 7 I
1 J I I
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18'-1"
10'-0"
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SLOPED RECESS AT GARAGE DOOR
SLOPED RECESS AT GARAGE DOOR
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#5 REBAR 8" OC
EACH WAY
31'-0"
61'-0"
30'-0"
6 MIL POLY VAPOR
FIBER —MESH
OR. WIRE —ME
C ONC RI
MINIMUM 12" SLOPE 116 MAX 4" SHOWER
OF FOOTING' RECESS
BELOW GRADE 16"
45 FLARE
(2) #5 REBA 6" MIN
F 1 S 3" MIN COVER 3 TYPt-_1 16"_��
+3"TYP
MONO EDGE FOOTER W/
RECESS SHOWER SCALE:NTS
SLAB NOTE
3000 PSI CONCRETE SLAB
4" THICK W/ FIBERMESH
(OR 6"X6" 10 /10 W.W.F.)
OVER 6 MILL VISQUEEN AND
CLEAN, COMPACTED, TERMITE
TREATED FILL
CONTROL JOINT NOTE
PROMDE CONTROL JOINTS PER ACI 224.3R. JOINTS TO BE
TOOLED WHEN RNISHING SLAB IN STRAIGHT ONE OR SAW
CUT WHILE THE SLAB IS STILL GREEN, THE MINIMUM DEPTH
OF THE JOINT IS TO BE 25% OF THE SLAB THICKNESS.
LOCATE JOINTS APPROXIMATELY 10'-0' O.C. EACH WAY.
JOINTS TO EXTEND TO OUTSIDE WALLS OR SLAB STEPS.
LOCATE AT LEAST ONE JOINT TO INTERSECT EACH INSIDE
CORNER OF SLAB STEPS OR EXTERIOR WALLS. JOINTS TO
AVOID SHOWER RECESSES.
BATH 2 2„ ,'� 2 TUB
--- 3„----L WC
2" VENT
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NOTE:
PLUMBING CONTRACTOR TO VERIFY a„
PLUMBING LAYOUT AND RISER DIAGRAM.
\
I
4" 2 WAY C/O
PLUMBING CONTRACTOR TO
VERIFY PLUMBING WALL LOCATIONS
REVIEWED FOR
TO SEWER SYSTEM
CODE COMPLIANCE
OR APPROVED SEPTIC
SYSTEM
ST. LUCIE COUNTY
BOCC
PLUMBING
RISER
E COPY
N.T.S.
TYPICAL CONCRETE SLAB
P1 10 D- IRIATFI) FOR II I MIIIP ?I OR -
I
M11 /- LR I'III b'ING ROUGH IN,
WH
W A T E R- A I R- L A N D
5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635
North Port, Florida 34291-8049 fax 413-687-9013
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.
"AgIt
BLUESTREAM
DS DESIGN
STUDIO
Residential
CAD Drafting
3D Renderings
Graphic Design Services
Port Orange, Fl
(386) 256-8978
Port Charlotte, Ill
(941) 275-9931
www.bluesueamdesignstudio. com
CAD @bluestreamdesignstudio.rnm
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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
3/13/20
DESIGN BY:
LBB
CHECKED BY:
TMB
JOB NO.
CRESTVIEW KW
REV
DESCRIPTION
I
P1 11/18/19
2
P212/02/19
3
P3 12/03/19
4
P4 01/07/20
5
P5 02/03/2020
6
7
8
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0
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W
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W
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SHEET
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FOUNDTION
SCALE: 1/4" = V-0"
2OF8
SH PET
■
TYPE DESIGNATION
rMGx(°r/U-UNFILLED
FF-FILLIDW
nU/win•/OFN6faLDAOOfD R®MAT
BOITOM OF ULN15. GVIIY FOR
GMVITY LOAD
8F16-1 B/1T
CASTCRETE PRECAST
AOOm RER4RAi TOPOF LINTEL SCHEDULE
N()MIW.LREIOMF COMP°SItE U11NTE1 FOR
UPLIFr LOA°
WFx3UACL®RFd .
TO OFCOAIN
U- MW.0)RRD
:i412L1FM
�t/
•",
d Y orour
-
g l Fl9DAWEp IiF&W AT For a Y-10" overall length U-lintel Type 8FI6-I8/IT:
BOT1O1"OF1jH1£L9`"TM Safe superimposed gravity load =4360 PILE
Tom,,° eonaMRelrxomix° Safe superimposed uplift load = 2080 PLF
f,JM1llFftn",ffINGHEW1El Safe superimposed lateral load=339 PLF
Beam
Safe
Applied
Safe
Applied
Composite
Gravity
Gravity
Uplift
Uplift
Load
.Load
Load
Load
Ol
Y-8"
8F16-1B-IT
6113
<1000
3060
<500
O4'-0"
8F16-1B-IT
6113
<1000
3060
<500
O4'4"
81714-113-1T
5206
<1000
2362.
<500
OV-6".
8F16-1B-IT
6113
<1000
2707
<500
O4'-8"
81714-IB-1T
4567
<1000
1797
<500
6
4'-8"
8F161B-IT
5365
<10DO
2276
<500
7
5'4'
0161B-11
4360
<1000
2080
<500
OY-10"
8F14-IB-IT
4242
<1000
1746
<500
O64"
8FI6lB-1T
3480
<1000
1868.
<500 .
10
T-4"
8F161B-1T
2661
<1000
1624
<500
11
0-10"
8FI61B-lT
2661
<1000
1624
<500
12
T-8"
8RF14-IB-IT
1568
<1000
884
<500
13
T-8"
SRF161B-IT
1843
<1000
1136
<500
14
IF-80.
8F161B-1T
1254
<1000
724
<500
IS
g t"
8F16-lB-IT
1943
<10DO
1136
<500
16
10'4"
8F161B-IT
1366
<1000
800
<500
PRESTRESSED
0
164"
8F161B-IT.
950
<1000
405
<500
PRESTRESSED
18
21'-3".
8F161B-1T
598
<1000
" 307
<500
PRESTRESSED
19
17-4"
8F161B-1T
950
<1000
405
<500
PRESTRESSED
20
19-4"
8F161B-IT
750
<1000
348
<500
21
8'-4"
8RF16-1B-lT
1843
<1000
1136
<500
:x
am
CONNECTOR TABLE
81#080N
1 Usp I LRFrto I FASTENMEFOIi1MTpN ADdRIONALNHiRIICIIONB
WOOD TO
WOOD
HTS20
1 HTW20
1450
20 _10D NAILS TOTAL
2 HTS20
2 HTW20
2900
20 10D NAILS EACH STRAP.
H10A
I RT16A
1 1140
9 10DX1-1 /2" NAILS TO RAFTER & (8)10D TOP
ATE
SPH4 6
SPTH4/60
1360
12 10D NAILS TO STUD
WOODTOQONGEIE
META20
-
1450
7 10DX1-12" NAILS & e EMBEDMENT
TYP FOR HIP
JACKS OR 1-PLY TRUSSE
HETA20
-
1810
10 IODX1-1 2" NAILS & 4"EMBEDMENT
TYP FOR HIP
JACKS OR 1-PLY TRUSSE
HTA16
1870
10 IODXi-1 2" NAILS & 4" EMBEDMENT
TYP FOR HIP JACKS OR 1-PLY TRUSSE
HTSM20
HTWM20
1175
8 IOD NAILS & 4 1 4"X2-3 4" TAPCONS
TYP FOR MISSED STRAPS NO LIMIT
2 META2
1985
5 10DX1-1/2" NAILS EACH STRAP
TYP FOR 1-PLY TRUSSES GIRDERS
(2) HETA2
-
2500
7 16D NAILS EACH STRAP & 4" EMBEDMENT
TYP FOR 2-PLY TRUSSES GIRDERS
2 NTA16
2430 -
10 IOD NAILS EACH STRAP & 4" EMBEDMENT.
TYP FOR 1 or 2-PLY TRUSSES GIRDIA
IM
MUGT15
3965
5- " ATR EMBED.6 & 22 10DNAILS TO
ADD 4" TO EMBED FORLINTEL BEAMS
HUGT
9790
2 3 4" ATR EMBED 10" & 8 16 FOR HG 10D
NAILSADD 4" TO EMBED FOR LINTEL BEAMS
-
5000
2 1 2"X5".TITEN HD & 18 SDS7 4X3 TO WO
D MAY BE FGTRHL 3850 MAX UPLI
R
-
9400
2 1 2"X5" TITEN HD & 18 SDS7 4X3 TO WOOD
EA AY BE 2 FGTRHL 7200 MAX UPLI
HTT4
4235
5 8" ATR EMBED 6" Ar 18 16D NAILS TO WOO
ADD 4" TOEMBED FOR LINTEL BEAMS
HTT5
5090
5 8" ATR EMBED 6" & 26 16D NAILS TO WOO
ADD 4" TO EMBED FOR LINTEL BEAMS
PHD8
7630
7 8" ATR EMBED 12- & 20 3" WOOD SCREWS
3 1 2".MIN WOOD MEMBER
UPHD9
11810
1" AIR EMBED 12" & 24 3" WOOD SCREWS
5 1 4"MIN WOOD. MEMBER
HHDQ14-SD
UP HD
13710
1". ATR EMBED 12" & 30 3" WOOD SCREWS
5 i 4" MIN WOOD MEMBER
MSHA
NFMXXU
3165
3: 4"X8" ATR EMBED FACE & TOP (1/2- TOP. FOR
NFMNGINEER TO SPECIFY USAGEONPLANS
RPS22
I KRPS22
1 1720
(8)16D NAILS EACH END
I NOTCHED .PLATE REPAIR AT EACH PLY
1) NAILING MAY BE REDUCED FOR LOWER UPLIFTS. PROVIDE (1) 10DXI-1/2" NAIL FOR EA 100 LBS 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 MUGT15/MGT
3) WHERE ENGINEER SPECIFIES REFERENCED STRAP FOR i-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
T)
In
WALL LEGEND
SYMBQL REPRESENTS
OPENING PROTECTION CMU WALL - 8" (U.N.O.) BRG. HT. @ 8'-0" AFF
OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A INTERIOR SIDE TO PAINTED SMOOTH FINISH
ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE EXTERIOR SIDE TO BE STUCCO COATED CMU
PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND
RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS ® CMU WALL - 8" (U.N.O.) BRG. HT. @ 8'-0" AFF
NOT LESS THAN 1-3/8" THICK, SOLD OR HONEYCOMB CORE 112" GYP. BD. OVER 1x2 P.T. FURRING STRIPS OVER
STEEL DOORS NOT LESS THAN 1-3/8" THICK, OR 20-MINUTE SPRAY APPLIED FOAM INSULATION OVER 8" CMU WALL.
FIRE -RATED DOORS.61'-O" EXTERIOR SIDE TO BE STUCCO COATED CMU
32'-11 " 18'-1 " 10'-011
-4" 10'-4"
lq
18
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®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'-8" AFF
10 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.) BRG. 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.
___ BRG: PARTITION WALL - 6" 1/2" GYP. BD. ON EACH SIDE OF 2.)x4 WD. STUDS @ 16" O.C.
VERIFY 7HE ELEVATIONS OF THE
HOUSE &FOOTINGS DEPTHS
WITH THE ENGINEERED SITE PLAN
NOTE: SEE TRUSS MANUFACTURER PLANS/PROFILES FOR
ALL ABOVE CEILING FASTERNERS/CONNECTIONS. THIS
INCLUDES TRUSS -TRUSS, GIRDER -TRUSS, AND
d• GIRDER -GIRDER CONNECTIONS
r-
ALL EXTERIOR MASONRY WALLS
ACT AS SHEAR WALLS/PIERS
BASED ON RELATIVE RIGIDITY
SQUARE FOOTAGE
LIVING 1992.25
GARAGE 8
LANAI 274
ENTRY 196
TOTAL 310 . 5
REVI ill Wi _- = + - 47,795
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCIC
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
FILE COPY
17 M ffl� 1: N L, Ju�
W A T E R- A I R- L A N D
5109 Grand Palmetto Way chdsbeers@byu.net 941-628-0635
North Port, Florida 34291-8049 fax 413-687-9013
4j!rto D Digitally signed by Christopher D Beers
pherDN: c=US, o=ldenTrust ACES Unaffiliated
Individual, cn=Christopher D Beers,
0.9.2342.19200300.1 00.1.1=AO1098000001
63D5C505EC00009BOA
+11i�i STATE OF w Date: 2020.04.2813:58:19-04'00'
�S9q '* gt1Q �% CHRISTOPHER D. BEERS, P.E.
r f 11 11 / 11 i ` FLORIDA LICENSE NO.64594
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
Graphic Design Services
Port Orange, FI
(386) 256-8978
Port Charlotte, FI
(941) 275-9931
www.bluestreamdesignstudio.com
CAD @bloestreamdesignstuQQdio.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
3/13/20
DESIGN BY:
LBB
CHECKED BY:
TMB
JOB No.
CRESTVIEW KW
REV
DESCRIPTION
I
P1 11 1$ 19
2
P2 12/02119
3
P312/03/19
4
P4 01/07/20
5
P5 02/03/2020
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SCALE: 1/4' = l'-O"
30F8
iH PEI
ELECTRICAL DEMAND CALCULATION
GENERAL UGHTING@ 3VA/FT=3VAX
1990 5970VA
SMALLAPPLIANCE 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 3@240
720 VA
OH GARAGE DOOR OPENER
600 VA
GARBAGE DISPOSAL
480 VA
WELL PUMP
900 VA
TAN KLESS GAS WATER HEATER
0 VA
POOL & IRRIGATION
0 VA
40710 VA
1ST 10,000 VA @ 1005/6
10000 VA
REMAINDER @ 40-A
12284 VA
A/C - HEAT a 650A
15000 VA
TOTAL 37284 VA
240 VOLTS
ELECTRICAL CONTRACTOR
TO VERIFY ELECTRIAL CALCULATIONS
155.35 AMPS
AND SERVICE REQUIREMENTS
USE 300 AMP SERVICE
ELECTRICAL LEGEND
ELECTRICAL
SYMBOL
Ceiling Fan Light Combo RoughInn
1
recess can It
recess can It vapor proof
exterior light 01 standard
Light Fluorescent
-
AC Disconnect
AC unit junction 220V
rose.
Disposal Outlet
Exhaust Fan
Outlet220 V
Prewae For GDO
GDO
Range J 110V & 220V outlet
WU
mvmuw
cable tv outlet
[]
dishwasher outlet J110v
lltlmua
dryer 220V outlet
electrical meter
8
electrical panel
��
light
-(�-
outlet
AiT
outlet gf9
outlet wp
V.t w
pull chain light
push button gdo
t
refrigerator outlet
smoke and co detector
o
split receptacle
switch
switch 3 way
3
telephone outlet
ph
washer outlet
water heater junction 220%,
m
wall mounted 03 1 light
(�
�;5
300 AMP UNDERGROUND
ELECTRIC SERVICE
300 I r ALUMINUM
METER
SIZE SERVICE 300 AMPS t ' 42 C1RCU1 u
300 AMP
2"PVC
BREAKER
/14 COPPER TO LIGHTS
CONDUCTOR SIZE 2/0 CU GROUND
PANEL
a OUTLETS
PER
CODE #4 Bare copp,
/10 COPPER TO WATER HEATER
METER CAN ONLY
to steel of Ion
#8 COPPER TO RANGE
CONST. TYPE RESIDENTIAL with one ground
rod 6' away
300 AMP PRIMARY
SERVICE BY POWER CO.
ELECTRICAL
RISER
NTS
CTOR TO VERIFY SERVICE REQUIREMENTS
2. 300 AMPS RVICE
ERIALS AND INSTALLATIONS SHALL COMPLY W/
APPLICABLE PROVISIONS OF THE NATIONAL FLEC. CODE, LOCAL
CODES, AND THE LOCAL POWER CO.
4. SMOKE DETECTORS ARE REQUIRED
5. 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 REQT. 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 WITRIN 25' OF AC COMPRESSOR
17, WIRE FOR GARAGE DOOR OPENER
18. ALL SWITCHES WITH DECORA ROCKER
19. WIRE FOR VENTLESS.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 T 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 BYGROZA BUILDERS,
INC. HOMEOWNERSDO NOT HAVE THE RIGHT TO CREATE
CHANGES WITHOUT DOCUMENTS
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
FILE COPY
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'
C#
IDESIGN
TUDIO
Residental CAD Drafting
3D Renderings
Graphic Design Services
Port Orange, Fl
(386) 256-8978
Port Charlotte, Fl
(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
3/13/20
DESIGN BY:
LBB
CHECKED BY:
TMB
JOB NO.
CRESTVIEW KW
REV
DESCRIPTION
I
P111/18/19
2
P2 12/02/19
3
P312/03/19
4
P4 01/07/20
5
P5 02/03/2020
6
7
8
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ELECTRICAL
SCALE: 1/4" = 1'-0"
4OF8
3 PEI
1
1X4CORNERS��
FAUX
- CUPELO
TOP OF WINDOWS TO FASCIA=11-3/16" +/- W/2X4 END RAIL
SHINGLE
ROOF
JVVL�LiV Vl VI+W
+38.41 FLOAT FINISH
41.8
FRONT ELEVATION
+35.9/
45.1
12
51
SCALE: 4 = 1'-0 W-0"TrmBearing(Main)
ROOF VENTING CALCS PER FBC R806
TOTAL ROOF AREA 3665
VENTING REQUIRED 3665 SF X 1445Q IN/SQ FT X 1/300 SQ IN VENT/ SQ IN ROOF =
1759 SQ IN
12.21666667 SQ FT VENTILATION REQUIRED
40% MINIMUM IN UPPER ROOF= 4.8866667 SQ FT REQUIRED
ACHIEVED WITH 4' LONG OFF RIDGE VENTING. ACTUAL FREE VENTAREA =.72 SQ FT/4'VENT
7 TOTAL REQUIRED WITHIN $'-0" OF MAIN PEAK =
5.04 SQ FT
REMAI NDER TO BE ACHIEVED WITH VENTED VINYL SOFFIT
12.21666667 - 5.04 =
7.1767 SQ FT REQ'D
AS PER MAN UF. SPEC'S VENTED VI NYL SOFFIT IS 6.2 SQ IN/U N FT =.043 SQ FT PER U N FT. TOTAL SO FFIT UFt
247X 0.043= 10.62SF
RLORIDA BUILDING CODE RESIDENTIAL. 2017 6TI
BASIC WIND SPEED: 170 MPH
DMINAL WIND SPEED (va d): 132 MPH
.00D ZONE: ZONE X
rrERNAL PRESSURE COEFFICETNT: +/-0. 18
CPOSURE CATEGORY: C
rRUCTURAL FORCES:.
.00R LIVE LOAD: 40 PSF
:)OF LIVE LOAD: 30 PSF
.00R DEAD LOAD: 30 PSF
DOF DEAD LOAD 25 PSF
DOE SLOPE: 5112
DMPONENTS AND CLADDING DESIGN PRESSURES
DNE 1 i +23.4/-37.2 -
DNE 2: +23.4/-64.7
DNE 3: +23.4F95.7
DNE 4: +40.5/-43.9
DNE. 5:+40.5/-54.2
INDOWS AND DOOR WIND PRESSURE DESIGN LOADIN
INDOWS. +40.5/-43.9
DORS: +37.0/-40.5
ARAGE DOOR: +34.3/ 41.8
MEAN ROOF HEIGHT: 16 FEET
1X4 CORNERS
FAUX
CUPELO
TOP OF WINDOWS TO FASCIA=11-3/16" +/- W/2X4END RAIL
SHINGLE
ROOF
REAR ELEVATION +36.9/
SCALE: 4„ _ 1'-0" 40.3
12
+36.9/
40.3
5� NOTE: WATER RESISTIVE
BARRIER TO BE APPLIED
TO EXTERIOR OF CUPILA
TOP OF WINDOWS TO FASCIA=11-3/16" +/- W/2X4 END RAIL - IN ACCORDANCE TO 107.2
OF THE FLORIDA BUILDING
CODE 6TH EDITION 2017
12 ^
8'4' Tmss Bearing (Main) _ ROOFING SEE TYP WALL SEC FOR .DETAILS 5
PRE-MANUFATURED TRUSSES
1/2" CDX PLYWOOD ATTACH TO-WD RAFTER W/ 8d
8'-0" Truss Bearing (Main)
RINGSHANK NAILS O 6" O.C. E&F
r
`.. 26 GA, MIN. ALUM DRIP EDGE OVER 1"X3"
P.T. 2X4 SUB FASCIA BD ATTACH TO 2) 2X4 TOP PLATE
00 RAFTERS W/ (2) 10d NAILS. EA. RAFTER
co ALUM. SOFFIT & FASCIA
- SIIdPSON STRAP Mrs 12
2X4 STUDS 16" O.C. - FASTENED W/(14)ledXI-12"NAILS
iX7HARDILAP SIDING W/ 1X4 TRIM EACH STUD TO SOLE PLATE&
RAF I'ER TOP PLATE: (4) LOCATIONS
Finish Floor _ _ +3 .2/ _ +3 22/ 15/32"OR 12"CDX HORIZ SHEETS OF PLYWOOD P.T. 2X4 SOLE PLATE
Finish Grade NAMED TO STUDS W/ 8dNALS 4" O.C. & EDGES ATTACH TO TRUSSES
RIGHT ELEVATION W/ (2) 3" LONG DECK
"L"FLASHING SCREWS 0 EA. TRUSS
6 �w't
AREA OPEN TO !m
1 " - 1 n TRUSSES BELOW
SCALE: 4 1-0
REFAB ROOF
TRUSSES 0 24" 0.
.VVEU FO�
E COMPLIANCE
12
LUCIE COUNTY
5 TYPICAL CUPELA DETAIL BOCC
SCALE = N.T.S
��M[ R VE Tfl
W A T E R- A I R- L A N D
5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635
North Port, Florida 34291-8049 fax 413-687-9013
TOP OFWINDOWS TO FASCIA=11'-3/16" +/- W/2X4 END RAIL
1 r + Digitally signed b Christopher D Beer 1 r D
��T1 :,,� r t h 9 Y 9 Y P
m �oFessloq,9 1 S`®p h e r DIN: c=US, o=ldenTrust ACES Unaffiliat
* .`' 14 Individual, cn=Christopher D Beers,
5 0.9.2342.19200300.100.1.1 =AO1 09800,
F -
mish Floor
Finish �mde - 00163D5C505EC00009BOA
_42s. .� � eers
LEFT ELEVATION STATE OF Date:2020.04.28 13:56:58-0400
o,-
o c10RiOP.:`�t,�
i
.
J
,j S9 wQ CHRISTOPHER D. BEERS P.E.
ill
i 4
*
S
SCALE. 4 - 1 0 : i I I 1 11 ` FLORIDA LICENSE N0.64594
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.
-=46b
L7L_UES H DEFT
DS DESIGN
STUDIO
Residental CAD Drafting
3D Renderings
Graphic Design Services
Port Orange, Fl
(386) 256-8978
Port Charlotte, Fl
(941) 275-9931
www.bluestreamdesignstudio.com
CAD@bluestrearndesignstudio.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
3/13/20
DESIGN BY:
LBB
CHECKED BY:
TMB
JOB NO.
CRESTVIEW KW
REV
DESCRIPTION
I
P1 11/18719 -
2
P2 12102119
3
P3 12/03/19
4.
P4 01/07/20
5
P5 02/03/2020
6
7
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SCALE: 1/4" = l'-O"
5OF8
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............................
........................... .
......................... .
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f
1-HETA20
CONNECTOR TABLE
SI.P80N IIfiP Ii1.Ftlei FA$iB+10 fFOWAATpNONAL
.STRUCtl0t@
WOOD TO w000
HTS20
HTWZO
1450
20 10D NAILS TOTAL
2 HTS20
2 HTW20
2900
20 10D NAILS EACH STRAP
H10A
RT16A
1140
9 tOD%1-1 2" NAILS TO RAFTER & B 10D TO P
ATE
SPH4/6/81
SPTH4 6
1360
12 10D NAILS TO STUD
WOOD TO CONpEIE
1450 7 10DX7-12" NAILS & 4" EMBEDMENT TYP FOR HIP JACKS OR 1—PLY TRUSSE
META20
HETA20
1810 70 7tlDX1-1 2" NAILS & 4" EMBEDMENT TYP FOR HIP JACKS OR 1—PLY TRUSSE
HTA76 1870 10 10DX7-1 2" NAILS & 4" EMBEDMENT TYP FOR HIP JACKS OR 1—PLY TRUSSE
HTSM20
HTWM20
1175
8 10D NAILS & 4 1 4"%2-3 4" TAPCONS
TYP FOR MISSED STRAPS NO LIMIT
2 META2
—
1985
5 10DX7-1 2" NAILS EACH STRAP
TYP FOR 1—PLY TRUSSES GIRDERS
2 HETA2
—
2500
7 16D NAILS EACH STRAP & 4" EMBEDMENT
TYP FOR 2—PLY TRUSSES GIRDERS
2 HTA16
2430
10 10D NAILS EACH STRAP & 4" EMBEDMENT
TYP FOR 1 or 2—PLY TRUSSES GIRD09
ol7stcaxl:rofe
MGT
MUGT75
3965
5 B" ATR EMBED 6" & 22 10D NAILS TO W00
ADD 4" TO EMBED FOR LINTEL BEAMS
HOT
HUGT
9790
23 4" ATR EMBED 10" & 8 16 FOR HGT 700
NAILSADD 4" TO EMBED FOR LINTEL BEAMS
FGTR
-
5000
2 1 2"X5" TITER HD & 18 SDS7 4X3 TO WO
D MAY BE FGTRHL R 3650 MAX UPLIF
2 FGTR
-
9400
2 1 2"XS" TEN& 18 SDS1 4X3 TO WOOD
EA AY BE 2 FGTRHL 7200 MAX UPLI
HTT4
HTi4
4235
.HD
5 8" ATR EMBED 6" & 18 160 NAILS TO W00
ADD 4" TO EMBED FOR LINTEL BEAMS
HITS
HITS
5090
5 8" ATR EMBED 6" & 26 16D NAILS TO WOO
ADD 4° TO EMBED FOR LINTEL_ BEAMS
HDQB-SDS
PHDB
7630
7 8" ATR EMBED 12" & 20 3" WOOD SCREWS
3 1 2" MIN WOOD MEMBER
HHD011-SD
UPHD9
11810
1" ATR EMBED 12" & 24 3° WOOD SCREWS
5 1 4" MIN WOOD MEMBER
HHD014-SD
UPHD14
13710
1" ATR EMBED 12" & 30 3" WOOD SCREWS
5 1/4 " MIN WOOD MEMBER
MBHA
NFMXXU
3165
3 4°X8" ATR EMBED FACE &TOP 1 2" TOP FOR
FM NGINEER TO SPECIFY USAGE ON PLANS
RPS22
KRPS22
1720
8 16D NAILS EACH END
NOTCHED PLATE REPAIR AT EACH PLY
1H@VLNOI®
1) NAILING MAY BE REDUCED FOR LOWER UPLIFTS. PROVIDE (1) 10DX1-1/2" NAIL FOR EA 100 LBS 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.E 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
Max Uplift
1-HETA20
61' 0"
1 ET 20
10'-0" A. F . F
10'-8"
U U
ces
Lcn
LLI
O
tOf
t
...REVIEWED FOR
CODE COMPLIANCE
ST. CUCIE COUNTY
13occ FILE COPY
5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635
North Port, Florida 34291-8049 fax 413-687-9013
Digitally signed by Christopher D Beers
,.%C"h:rei s o p h e r D DN: c=US, o=ldenTrust ACES Unaffiliatec
Individual, cn=Christopher D Beers,
0.9.2342.19200300.100.1.1=A01098000(
� e �il D5C505EC0000960A
STATE of ; 4:; Date: 2020.04.28 13:54:41 -04 00
iyo •"'• ���O�RftOfP: 'J L �sJ�A19FLORIDA LICENSE NO.64594
16?
Hatch Legend
Although every effort is made to
ensure the accuracy of these
plans it is the responsibilit^ y 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
ct
STUDIO
Residental CAD Drafting
3D Renderings
Graphic Design Servi
I PEF
IF OVERHANG EXCEEDS 24"
INTERMEDIATE BATTENS ARE
REQUIRED 12" O.C.
OVERHANG DOES NOT REQUIRE
BATONS IF 12" OR LESS
PRE-ENGINEERED WOOD TRUSSES
WITH GALV. BEARING PLATES
COMPOSITE SHINGLES ON #30 FELT OVER
1/2" CDX (MIN) - SHEATHING W/8d
ALUMIN DRIP EDGE RINGSHANK NAILS AT 6" O.C.
26 GAU(MIN.) THROUGHOUT
ATTACH WITH ROOF NAILS
AT 12" O.C.; STAGGER WITH 12" OVERHANG
FASCIA NAILS
26 GAUGE (MIN.)
ALUMINUM FASCIA 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" BLK
GRADE SHALL BE —`
•-4" BELOW FINISH
FLOOR LINE
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 PROVIDE SIMPSON HTS20
horizontal wood framing and 3/4" penetration HURRICANE TIE AT EACH TRUSS
into vertical wood framing members
BAFFLEMENT
II _NSULATION R 0
OR PER ENERGY ALC'S
- 5/8" DRYWALL OR
/2" CD. BOARD CLG
SINGLE 8" U-BLOCK WI (1)
#5 RE -BAR TOP CONTI UOUS
IN EACH U-BLOCK i
0)
N
In
In
N
BLOCK FILLED IN ECTED
FOAM INSULATION R-9
1/2" DRYWALL OVER
1x2 P.T. WD. FURRING
WOOD BASE
4" CONC. SLAB, 3000 PSI, W/
FIBERMESH OR 6X6XIO/10 WWM
N A 6 MIL VISOoUEEN VAPOR
BARRIER WRIER & LAPPED
JOINTS, OVER TERMITE TREATED,
WELL POMPACTED, EARTH
16"W X 16' H CONC. FOOTING FILL MUST BE CLEAN AND
W/(2) #5 BARS CONT. \���\\/i��//i\//i\/��\�� COMPACTED TO A MINIMUM
(OR AS NOTED ON FND. PLAN) OF 95% OF THE MODIFIED
TYPICAL WALL SECTION 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.
X2 P.T. FURRIN 1/2 DRYWALL
1X2 P.T. FURRING
WINDOW FRAME
ATTACH TO CONC. BLOCK
THROUGH WOOD WINDOW
BUCK W/ 3116" X 2-3/4" TAPCONS.
FILL ALL HOLES. 1-114" MIN EMBEDMENT
1X4 P.T. WINDOW BUCK
ATTACHED W/ 1-1/2" "T" NAILS
= ' @ 18" D.C. VERT
STUCCO
WINDOW ATTACHMENT DETAIL
NOT TO SCALE
P.T.
1/2" DRYWALL
SIMPSON HETA18 EACH END OF
EACH BEAM
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
1/2'1' X 8" WEDGE ANCHORS @ 32" O,C. -
W/ (2) WASHERS & NUTS II
F
STRAP DBL TOP PLATE TO
EA. STUD USING SIMPSON SP
/ STRAPS. ADJUST THE STRAP SIZE
TO MATCH STUD WIDTH.
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.
GENERAL NOTES:
1) FINISHED FIRST FLOOR ELEVATION IS ASSUMED AT 0'-0" VERIFY ACTUAL ELEVATION WITH THE
ENGINEERS SITE PLAN
2) CONTRACTOR SHALL VERIFYALL DIMENSIONSAND DETAILS AND SHALL NOTIFY ENGINEER
IMMEDIATELY OF ANY 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.
S) THE CONTRACTOR MAINTAINS THE RESPONSIBILITY FOR ALL CONSTRUC7ION MEANS, METHODS
AND TECHNIQUES REQUIRED FOR THE CONNECTIONS OFALL 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.
2" X 12" WOOD BEAM
F
CONCRETE FOOTER _F
/
MASONRY
TO FRAME BEARING
WALL CONNECTION
(4) SIMPSON STRAP
LSTA15 FASTENED W/
(12) 10d NAILS EACH
NOT TO SCALE
0
��4"X4"
BEAM - SEE FLOOR
WOOD
PLAN FOR SPECS
POST CENTERED
ON CBS WALL
• ,
CBS WALL
POST CONNECTED TO CBS
WALL W/ SIMPSON ABU44
(4) 10d EACH SIDE
FASTENED W/ 112 X 6 TITEN HD
lee
OF 2x4 TO BEAM
AND (12) 6d NAILS INTO POST
,e
10d AT 4" O.C. BOTH SIDES
.SEE FLOOR PLAN
FOR BEAM SPEC.
i
-
MN
BUILT-UP x4'sCOLOR
BUILT-UP
WOOD
BEAM TO
4x4 POST
(2)SIMPSON HETA18's
CBS
WALL
ATTACHMENT
W/(1 0) 16d EACH TO
�•
i i ' i
i .
POST
NOT TO SG4LE
;i
TYPICAL BLOCK
�•-�•-+.
WALL
I }
I r -
-
„
'�
'
J
�•' TIE BEAM
i
'
ALTERNATE HOLDOWN:
'
"
USE (2) SIMPSON MSTAM24
WITH (9) 10d AND (5)
:)
1/4"x2-1/4"TITENS
-(3) Z„ A.B. W/6"
MIN.EMB.
SPACED EQ.
HEADER AT RAISED ENTRY/CMU WALL OR2" WASHER
NOT TO SCALE (4) g" X 4-1/2"
WEDGE ANCHOR
I
,
i ky
,
ENTRY CMU COLUMN/HEADER ;, MINIMUM 2x4
CROSS BRACING 2-#5 BARS CONTINUOUS—'
NOT TOSG4LE (SEE PLAN FOR w/25" MIN LAP & 1-#5
CONTINUOUS BOTTOM CHORD BRA
TYP. STUCCO
PER JOINT
FILLED BLOCK 185 1X8 P.TDOOR BUCK -
ATTACHED W/ 1-1/2" "T" NAILS
•`•'-° @ 4" FROM EACH END AND
- ` - , ' • . ^ - '. ,. 18" O.C. (SINGLE LEAF) &
12" O.C. (DBL LEAF)
BRICK MOLDINGS
HINGED SWING DOOR
LING
2x4 MINIMUM
CROSS BRACING DETAIL (TYP.)
NOT TO SCALE
I
CLIP EACH TRUSS
(SEE FLOOR PLAN FOR TYPE)
FRAME OUT TO
BLOCK EDGE
STUD ANCHORING:
STUD TO TOP PLATE,
7/16" OSB W/8d
SIMPSON SP4 OR SP2
COMMONS @ 6" ON i
EDGES & 12" IN
2x4 SYP @ 16" O.C. TO 48" HIGH
FIELD
2x4 P.T.
LINTEL
FOOTING AT CORNER
I 2x6 SYP @16" O.C. 48" TO
72" IN HEIGHT
'
SIMPSON SP4 OR SP1
OR USP TP4X FROM
STUD TO BOT. PLATE
I
1/2"x8' WEDGE ANCHOR
."1.
AT 32" O.C.
'
8" CMU WALL
KNEEWALL
DETAIL
NOT TO SCALE
In
N
BARS PER PLAN
w/25 MIN LAP
BEAM CORNER DETAIL_
NOT TO SCALE
NOT TO SCALE REVIEWED FOR
\) CODE COMPLIANCE:
A I V ® ST L,UCIE COUNTY
L3OCC
-FOIL
_ OOR JAMB ATTACHED W/ 1/4" X 3-1/2" TAPCONS
126" EACH END & 18" O.C. LEAF) &-
- -
IFATIONS
LX2
CASING (SINGLE
P.T. FURRIN
12" O.C. (DBL LEAF)
2X6 BLOCKING FOR
1/2" DRYWALL
2x6 Pi with 1/2" x 7" wedge anchors with square washers
BRACKETS
MOUNTING
BRACKET FOR
EXT. SWING
/� SWING
f�
DOOR
JAMB
/
GLIDE ROD
ATTACHMENT
DETAIL
2x6 P.T. S.Y.P. BUCK
/
oNE 1/2" 1-5/8" LAC /
W A T E F2 - A 1 F2 - L A N ID
x
MOUNTING
NOT TO SCALE - -
t5t::
/ SCREW PER TRACKBRACKET -
AS PER MANUFACTURER
BRACKET FOR
SPRING
0 Grand Palmetto Way chrisbeerS@byu.net 941-628-0635
KI
N rth P rt FI 'd 34291 8049
1X2 P.T. FURRING
0 0 on a - fax 413-487-9013
DOOR FRAME Digitally signed b Christopher Beers
/ATTACH TO CONIC. BLOCK 16" WEDGE ANCHOR 12 GA. GALV. STEEL VERTICAL TRACK TWO (MIN.) • 9 Y 9 Y
THROUGH WOOD DOOR NOMINAL VERTICAL #5 1/4" TAPCON y % DN: c=US, o=ldenTrust ACE Un ffiliate
BUCK W/ 3/16" X 2-3/4" TAPCONS. REaAR (TYP.) TYPICAL GARAGE DOOR BUCK AND VERTICAL TRACK THRU 2X BLOCK
INTO CMU: MIN. Individual, cn=Christopher Be rs,
FILL ALL HOLES.', 1-1/4" MIN EMBEDMENT ¢. Y
z o, - INSTALLATION DETAIL N.T.S.NTS
LENGTH OF 4" • �
• 0 e .. CONCRETE FILLED CELL -
o •.: „' '� � 0.9.2342.19200300.100.1.1 � 98000
z' O: GARAGE DOOR BUCK INSTALLATION
e zts emu GARAGE DOOR SPRING BUCK INSTALLATION HEAD B . +n 163D5C505E00000960A
_ USE 2x6 PRESSURE TREATED WOOD BUCKS ATTACHED
1X6 P.T.DOOR BUCK N
•• '''•' WITH A MINIMUM OF FOUR 1/2" 0 WEDGE ANCHORS USE 2x8 PRESSURE TREATED WOOD BUCK. - Date: 2020.04.28 13:53:48 - ''pp
' ATTACHED W/ 1-.1/2" "T" NAILS BUCK ABOVE GARAGE t11 STATE OF r""
8" X 16 rr C.M.U. DETAIL WITH 3" WASHERS STARTING AT 8 FROM EACH END OF SUFFICIENT HEIGHT TO W
@ 18" O.C. VERT DOOR OPENING; ATTACH
TYP. STUCCOAND SPACED NO MORE THAN 32" o.c. ACCOMMODATE BRACKETS. ATTACH CONCRETE NAILS ®4" O.C. i �' '". A' P �
CONCRETE NAILS AT 4" O.C. - Oaais ........... C ORIOafG `
NOT TOSG4LE GARAGE OVERHEAD DOOR CONNECTION �,VT9,1 *sU % CHRISTOPHER D. BEERS, P.E.
S.G.D. ATTACHMENT DETAIL `% FLORIDA LICENSE NO. 64594
NOT TO SCALE NOT TO SCALE
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.
It /1-111b
BLUEST READ j
C
DS DESIGN
STUDIO
Resdental CAD Drafting
3D Renderings
Graphic Design Services
Port Orange, Fl
�(386) 256-8978
Port Charlotte, Fl
(941) 275-9931
www.bluestreamdesignstudio.com
CAD @bluestreamdesignstudio.com
a m
Za
d rzi
O a
a E;
to
in I.
LLn P.
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 4/28/20
DESIGN BY: LBB
CHECKED BY: TMB
JOB NO. CRESTVIEW KW SH PEI
REV I DESCRIPTION
Z
0
YY
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SHEET
Sl
STRUCTURAL
SCALE:
Custom
9 OF $
LOCATIONS) VERTICAL BAR AT CORNER
(3) 12d NAILS
I
100 GENERAL
CEN11R
100.5 FRAMING NOTES
100.1 MATERIALS
100.5.1-
WINDOW AND SLIDING GLASS DOOR DOOR I.E., SGD BUCK INSTALLA11ON
( )
100.1.1 MASONRY UNITS-
ALL .WALL AND SHINGLE ROOF SHEATHING SHALL: }/2" MINIMUM
SHALL BE "ONE BY PRESSURE TREATED WOOD. YADTH SHALL 8E SUFFICIENT
WOOD BUCKBEYOND
CONCRETE MASONRY UNITS SHALL BE HOLLOW OR SOLID
C-D PLYWOOD SHEATHING OR OSB.
TO EXTEND BEYOND THE INTERIOR FACE OF THE WINDOWOR SGD FRAME.
THE
UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 AND
100.5.2-
THE WOOD BUCK STRIPS MAY BE INITIALLY ATTACHED TO THE CMU OR CONCRETE NTH CASEHARD
1-3/4" NAILS AT W O.C. THE BUCKS SHALL BE FINALLY ATTACHED WITH. REDHEAD 3/16"
SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH
OF 1900 PSI. CMU MATERIALS AND CONSTRUCTION SHALL
ALL ROOF SHEATHING SHALL BE STAGGERED WITH THE LONG
DIMENSION PERPENDICULAR TO THE FRAMING.
TAPCONS (THROUGH THE WINDOW OR SGD FRAME) WITH SUFFICIENT LENGTH FOR A MINIMUM OF
COMPLY WITH "SPEGFICTION FOR MASONRY STRUCTURES"
100.5.3-
1-1/4" OF PENETRATION INTO THE CMU OR CONCRETE. THE NUMBER OF TAPCONS SHALL BE PER
ACI 530.1/ASCE 6-05/TMS 602-05;. PART 2 & 3
NAILING FOR ROOF AND WALL SHEATHING SHALL BE (1) 8d RINGSHANK
THE MANUFACTURER'S INSTALLATION DETAILS.
PRIOR TO ATTACHING THE WOOD BUCK TO THE CONCRETE, BOTH MATING SURFACES SHALL
100.1:2 MORTAR-
NAILS FOR ALL SHEATHING UP THRU 1/2" THICK AT 6 O.C. THROUGHOUT;
HAVE A BEAD OF ADHESIVE/SEALANT APPLIED TO BOTH SURFACES TO ENHANCE THE STRENGTH
SHALL BE EITHER TYPE M OR S IN ACCORDANCE WITH
AND (2) 10d RINGSHANK NAILS FOR SHEATHING LARGER THAN 1/2" -
OF THE JOINT.
ASTM C 270
THICK. NAILING SHALL BE 6' o.c. AT EDGES AND 12" o.c. INTERIOR.
100.1.3 GROUT-
100.5.4-
ENTRY DOOR LIMITATIONS AND BUCK INSTALLATION
SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/8
ALL INTERIOR FRAME BEARING WALLS AND ALL EXTERIOR FRAME WALLS
SHALL BE ANCHORED TO THE ABUTTING CMU WALL WITH (3) 1/2"x6"
yp0p BUCK STRIPS SHALL BE "ONE BY PRESSURE TREATED WOOD. WIDTH SHALL BE SUFFICIENT
W HALL BEE
INCH PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A
MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI
STANDARD WEDGE ANCHOR BOLTS EMBEDDED IN GROUTED CELLS.
TO TEND BEYOND THE OF THE WINDOW DOOR FRAME.
THE WOOD BUGS STRIPS MAY BE INITIALLY E WINDOW
TO THE CMU OR CONCRETE MATH CASEHARD
AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C
THE FLOOR P.T. PLATE. SHALL BE ANCHORED WITH 1/2" x 8" STANDARD
WEDGE. ANCHORS. AT 32" o.c.
1-3/4" NAILS AT 16" O.C. THE BUCKS SHALL BE FINALLY ATTACHED WITH REDHEAD 3/16"
1019, OR SHALL BE IN ACCORDANCE WITH ASTM C 476.
TAPOONS (THROUGH THE DOOR FRAME) WITH SUFFICIENT LENGTH FOR A MINIMUM OF 1-11V OF
100.1.4 CONCRETE-
PENETRATION INTO THE CMU OR CONCRETE THE NUMBER OF TAPCONS SHALL BE PER THE
SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH
OF 3000 PSI (2500 PSI FOR SLABS) AT 28 DAYS PER AG
100.5.5-
AT ALL INTERIOR BEARING WALLS, WHENEVER AN UPLIFT CONNECTOR IS
MANUFACTURER'S INSTALLATION DETAILS
DEADBOLT SHALL BE TITAN 780 SGIL CYLINDER (OR EQUIVALENT) W/ 2-3/8" BACKET 039" FROM
SECTION 5.3. INSTALLATION OF CONCRETE SHALL BE
AT THE STENTFTHE E CONNECTOR AT THE BOTTOM
REOURSHALLI14AVE
720H S1J-5/8" LOCK
�1/2" OP OESLAABB EUSE T4-1/2"
PER AG 31$, SECTION 5.10.
PER
CONSIUPLIFT VALUE.
XAN
FROAO WOODLOCKBBLLOCKW0 EACH PREP
100.1.5 REINFORCING STEEL-
100.5.6-
WHENEVER A GIRDER TRUSS BEARS ON A FRAME BEARING WALL, IT SHALL
GENERAL. NOTE FOR OPENINGS:
SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE
WITH ASTM A 615, A 616, A 617. OR A 706.
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
100.1.6 METAL ACCESSORIES-
100
OR 'TIE BEAM.
JOINT REINFORCEMENT, ANCHORS, 'DES, AND WIRE FABRIC
TRkUSSEUSSE S SHALL BE DESIGNED AND SEALED BY A PROFESSIONAL ENGINEER
SHALL CONFORM TO THE FOLLOWING STANDARDS:
1. AST
REGISTERED IN THE STATE OF FLORIDA, AND SHALL CONFORM WITH THE TPI
AND TES.
DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED TRUSSES, AND
SHALL CONTAIN BOTTOM CHORD WIND BRACING METHODOLOGY.
1) ONE SMPSON RFB/4STR MAY BE SUBSTITUTED FOR ANCHOR BOLTS WHEN NECESSARY
2. ASTM A 36 FOR PLATE, HEADED AND BENT BAR ANCHORS.
- U
) 0 NTH (BSOI
11/exl-33/4APS "�TEN JFAASTENERSCRETE kIN
3. ASTM A 366 FOR SHEET METAL ANCHORS AND TIES.
TRUSS AND (4) CONCRETE FSE ORUPLIFLS UP TO LBSN
100.1.7 GALVANIZATION -
METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUC-
101 FOOTINGS AND. FOUNDATION
IN CONCRETE FOR UPLIFTS UP TO 1175 LBS.;
TION AND NOT DIRCTLY EXPOSED TO .THE WEATHER SHALL BE
-
101.1 DESIGN
) MISSED DOWELS - SET 5/8" DIAMETER, 33" LENGTH DOWEL INTO 3/4"x 8" HOLE; SET IN
GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS 8-2.
SIMPSON SET EPDXY OR EQUIVALENT
METAL ACCESSORIES FOR USE IN INTERIOR WALL CONSTRUCTION
101.1.1-
) FIBERMESH FIBER REINFORCED CONCRETE MAY BE USED IN LIEU OF THE 6x6x10/10. WELDED
SHALL BE MILL GALVANIZED IN ACCORDANCE WITH ASTM A 641,
TYPICAL FOUNDATION DETAILS
AND MINIMUM SIZES ARE SHOWN ON THE
�. WIRE MESH REINFORCEMENT IN CONCRETE FLOOR SLABS.
CLASS 1.
FOUNDATION PLAN AND
THIS SHEET.
100.1.8 FASTENERS AND CONNECTORS-
101.1.2
UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE
A SOIL OR WASTE PIPE OR A BUILDING DRAIN PASSING UNDER A FOOTING
ADDITIONAL GENERAL & STRUCTURAL
COMMON WIRE NAILS. FOR EXAMPLE, 8D = 2 1/2 INCHES
OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING
ARCH, OR THERE SHALL BE BUILT INTO THE MASONRY WALL AN IRON PIPE
.NOTES
1, CONSTRUCTION METHODS SHALL COMPLY MATH ALL STATE AND LOCAL CODES.
LONG X 0.131-INCH DIAMETER. SEE TABLE 8.8A IN THE
.NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION.
SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH.
2 GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS TO VERIFY DIMENSIONS,
DETAILS, AND/OR ANY DISCREPENCIES PRIOR TO CONSTRUCTION.
100.1.E WOOD FRAME MEMBERS
101.2 CONSTRUCTION
3. THESE PLANS WERE REVIEWED BY THE ENGINEER FOR STRUCTURAL
ALL FRAMING LUMBER SHALL BE HEM -FIR, S. PINE, OR
101.2.1-
COMPLIANCE WITH SECTION 1609 ONLY OF THE FLORIDA BUILDING CODE.
S-P-F, GRADE 2 OR BETTER WITH A MINIMUM Fb OF 11300 PS.
THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND
4. THE CONTRACTOR MAINTAINS THE RESPONSIBILITY FOR ALL CONSTRUCTION MEANS
ALL. LUMBER USED FOR BEAMS SHALL BE HEM -FIR, S. PINE, OR
CORNERS USING CORNER BARS OR BY BENDING THE BAR IN ACCORDANCE
METHODS & TECHNIQUES, INCLUDING BUT NOT LIMITED TO THE STANDARD
S-P-F, GRADE 2 OR BETTER WITH A MINIMUM Fb OF 1700 PSI.
MATH 100.3.4. IN BOTH CASES, THE MINIMUM BAR LAP SHALL BE 25 INCHES.
CONNECTIONS OF ALL ROOF, WALL, FLOOR AND STRUCTURAL PANEL SYSTEMS.
100.1.8 WOOD LVL BEAM MEMBERS
101.2.2-
5. UNLESS OTHERWISE NOTED, ANY OPENING GREATER THAN 6' IN A MASONRY WALL
ALL LVL BEAM LUMBER SHALL HAVE A MINIMUM FLEXURAL
FOUNDATION STEMWALLS SHALL BE AS THICK OR THICKER THAN THE WALL
SHALL HAVE THE CELLS ON EACH SIDE FILLED WITH CONCRETE AND (1) /5 -
VERTICAL RE -BAR.
STRENTH, Fb, OF 2,850 PSI AND MODULUS OF ELASTICITY, E,
SUPPORTED ABOVE, BUT IN NO CASE LESS THAN 8 INCHES THICK, AND
SHALL SAME VERTICAL REINFORCING AS THE WALL ABOVE.
6. UNLESS OTHERWISE NOTED, FOR WOOD BEARING OPENINGS UP. TO 6' USE
OF 2,000.000. PSI.
.HAVE
(2) 2x12 BEAM. WITH (2) FULL LENGTH STUDS, AND FOR OPENINGS GREATER
101.3 FOOTING DOWELS
THAN 6' USE (2)2x12 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's EACH END.
100.2 MASONRY WORK, GENERAL
SHALL BE EMBEDDED A MINIMUM OF 6 INCHES INTO ALL FOOTINGS; DOWEL
TO STUDS MATH A MINIMUM OF (2) USP RI12's EACH END.
100.2.1-
BARS SHALL LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES.
7. Buildings shall be constructed in accordance with the provisions of
ALL MORTAR JOINTS FOR HOLLOW UNIT MASONRY SHALL EXTEND
-
the climatic and geographic design criteria as limited by the
provisions of this section. Additional criteria shall be set forth in
THE FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID
Table R301.2(i) of the Florida Building Code 2017 6th edition.
MASONRY SHALL BE FULL HEAD AND BED JOINTS.
106 OPEN STRUCTURES
100.2.2-
106
8. Flame spread and smoke index for wall and ceiling finishes shall
BED JOINTS SHALL BE 3/8 INCH.(+ i/$ INCH) THICK. HEAD
.1-
COLUMNS SHALL BE CONSTRUCTED OF STANDARD MASONRY UNITS OR
be in accordance with Sections R302.9.1 through R302.9.4.-
JOINTS SHALL BE 3/8 INCH (+ 3/8 INCH OR -1/4 INCH) THICK.
PILASTER BLOCK OR MAY BE CAST IN PLACE CONCRETE. MAXIMUM COLUMN
9. Flame spread and smoke -developed index for insulation shall be
100.2.3-
HEIGHT SHALL BE 12.FEET TO TOP OF BOND BEAM. COLUMNS SHALL
in accordance with Sections R302.10.1 through R302.10.5.
THE BED JOINT OF THE STARTING COURSE PLACED OVER FOOTINGS
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
SHALL BE PERMITTED TO VARY IN THICKNESS FROM A MINIMUM
OF 1/4 INCH TO A MAXIMUM. OF 3/4 INCH.
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 VERITCAL BAR TO THE MASONRY FACESHELL SHALL
1278, C 1396 or C 1658 and shall be installed in accordance with
100.2.4-
BE 1/2 INCH. MINIMUM COVER FOR CAST IN PLACE COLUMNS SHALL
the provisions of this section. Adhesives for the. Installation of
MASONRY WALLS SHALL BE RUNNING BOND OR STAG( BOND
BE I-1/2 INCHES OVER THE COLUMN TIES,
gypsum board shall conform to ASTM C 557.
CONSTRUCTION, WHEN MASONRY UNITS ARE LAID IN STACK BOND,
106.2-
9-GAGE (MINIMUM) HORIZONTAL JOINT REINFORCEMENT, IN
CONNECTION OF COLUMNS l0 THE FOUNDATION BELOW AND TO THE BOND
11. Ceramic tilesurfacesshall be Installed In accordance with ANSI
A708.1, A708.4, A108.5, A108.8, A108.11, A718.1, A718.3, A736.1
ADDITION TO REWIRED VERTICAL REINFORCEMENT, SHALL BE
BEAM AT THE TOP SHALL BE AS FOLLOWS:
and A137A:
PLACED IN BED JOINTS AT NOT MORE THAN 16 INCHES ON
1. 8x8 INCH. COLUMN; ONE NO. 5 STANDARD 90 HOOK INTO THE SUPPORT
-100.2.5-
AT THE BOTTOM AND INTO THE BOND BEAM AT THE TOP.
LONGITUDINAL WIRES OF JOINT REINFORCEMENT SHALL BE FULLY
2. 806 INCH COLUMN; TWO NO. 5 STANDARD 90 HOOKS (ONE IN EACH
EMBEDDED IN MORTAR OR GROUT WITH A MINIMUM COVER OF 5/8
CELL) BOTH AT THE BOTTOM AND INTO THE BOND BEAM AT THE TOP.
INCH WHEN EXPOSED TO EARTH OR WEATHER AND 1/2 INCH WHEN
3. 1202 INCH COLUMN AND 16xi6 INCH COLUMN; FOUR NO. 5 STANDARD
NOT EXPOSED TO EARTH OR WEATHER.
90 HOOKS (ONE AT EACHVERTICALBAR) EXTENDING FROM THE .FOUNDATION
AND SPLICED WITH THE VERTICAL COLUMN REINFORCEMENT FOR THE BOTTOM;
100.3 REINFORCING STEEL GENERAL
THREE NO. 5 STANDARD 90 HOOKS INTO THE BOND BEAM AT TOP, MINIMUM,
100.3.1-
AND EACH SPLICED INTO A VERTICAL COLUMN BAR FOR CORNER COLUMNS; &
REINFORCING STEEL SHALL BE N0. 5 BARS. EXCEPTION: WHERE
TWO NO. 5 STANDARD 90 HOOKS INTO THE BOND BEAM AT THE TOP EACH
TO SEPARATE VERTICAL COLUMN BARS FOR COLUMNS NOT LOCATED
TWO NO. 5 BARS ARE REQUIRED WITHIN THE SAES GROUTED TWO
A CORNER.
MASONRY CELL OR BOND BEAM, ONE NO. 7 BAR MAY BE
10 -
SUBSTITUTED.
LATERAL
AL TIES A MINIMUM TINCH DIAMETER SHALL BE USED TO ENCLOSE
CAL COLUMN REINFORCEMENT AS FOLLOWS:
VERTICAL
WHEN TWO BARS ARE REQUIRED IN THE SAME CELL OR BOND BEAM,
1. MAXIMUM. VERTICAL SPACING OF LATERAL TIES SHALL NOT EXCEED THE LEAST
THEY MAY BE BUNDLED.
NOMINAL CROSS SECTIONAL DIMENSION OF THE COLUMN.
100.3.3-
2. LATERAL TIES MAY BE PLACED IN THE MORTAR JOINTS (PROVIDED THEY ARE NO
-
LARGER THAN 1/4 INCH DIAMETER) OR IN THE GROUT.
SPLICES SHALL BE LAP SPLICES.
3. THE BOTTOM LATERAL TES SHALL BE LOCATED VERTICALLY NOT MORE THAN ONE
1. NONCONTACT LAP SPLICES MAY BE USED PROVIDED REINFORCING
-HALF THE LATERAL TIE SPACING ABOVE THE TOP OF THE FOOTING, SLAB, OR
BARS ARE NOT SPACED FARTHER APART THAN 5 INCHES FOR NO. 5
BEAM IN ANY STORY. THE TOP LATERAL TIE SHALL NOT BE MORE THAN ONE
BARS AND 7 INCHES FOR NO. 7 BARS.
-HALF THE LATERAL TIE SPACING BELOW THE LOWEST HORIZONTAL REINFORCEMENT
2. SPLICE LENGTHS SHALL BE A MINIMUM OF 25 INCHES FOR NO. 5
IN THE BEAM ABOVE.
BARS AND 35 INCHES FOR NO. 7 BARS (40 BAR DIAMETERS). SPLICES
OF A NO. 5 BAR WITH ONE NO. 7 BAR SHALL BE A MINIMUM OF 25
107 WINDOWS
INCHES, AND TWO N0. b BARS WITH ONE N0, 7 BAR SHALL BE A
MINIMUM OF 35 INCHES.
ALL EXTERIOR GLAZING MATERIALS SHALL BE IMPACT RESISTANT COVERINGS CERTIFIED
BY THE MANUFACTURER TO MEET THE REQUIREMENTS OF SS1D12, ASTM E 1886 AND
100.3.4-
ASTM E 1996. HOWEVER, IF PANELS MEETING THE LOADING REQUIREMENTS OF FBC
REINFORCEMENT MAY BE BENT IN THE SHOP OR IN THE FIELD IF:
1609.1 FOR THE 170 MPH WIND BORNE MISSILE TEST, OR, WOOD STRUCTURAL PANELS
1. ALL REINFORCEMENT IS BENT COLD, AND
MEETING THE REQUIREMENTS OF FBC 1609.1.2 ARE USED FOR OPENING PROTECTION
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE
THEN THE WINDOWS NEED ONLY MEET THE PRESSURE REQUIREMENTS OF FBC 1609.1
BAR, IS NOT LESS THAN SIX BAR DIAMETERS, AND
FOR THE 170 MPH WIND LOAD AND NOT THE WAND BORNE MISSILE TEST. THE CON-
3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT
TRACTOR IS REQUIRED TO PROVIDE DOCUMENTATION FOR THE WINDOWS AND PANELS
BE FIELD BENT. EXCEPTION: WHERE BENDING IS NECESSARY TO
DEMONSTRATING COMPLIANCE NTH THESE SPECIFICATIONS.
ALIGN DOWEL BARS WITH A VERTICAL CELL, BARS PARTIALLY
108 DOORS
EMBEDDED IN CONCRETE SHALL BE PERMITTED TO BE BENT AT A
SLOPE OF NOT MORE THAN 1 INCH OF HORIZONTAL DISPLACEMENT
ALL EXTERIOR DOOR MATERIALS SHALL BE ABLE TO RESIST THE LOADING REQUIREMENTS
TO 6 INCHES OF VERTICAL BAR LENGTH.
OF THE FBC SECTION 1609.1 FOR THE 170 MPH WIND LOAD. THE CONTRACTOR IS
REQUIRED TO PROVIDE DOCUMENTATION FOR DOORS DEMONSTRATING COMPLIANCE
NTH THESE SPECIFICATIONS.
100.4 COVER OVER REINFORCING STEEL
WINDOW, EXTERIOR DOOR AND PANEL CRITERIA
100.4.1-
THE MANUFACTURER'S SPECIFICATIONS AND TEST RESULTS FOR THE REFERENCED WINDOWS,
FOR FOUNDATIONS MINIMUM CONCRETE COVER OVER REINFORCING
SGD, DOORS AND PANELS IN REGARDS TO COMPLIANCE WITH FLORIDA BUILDING CODE
BARS SHALL BE: 3 INCHES IN FOUNDATIONS WHERE CONCRETE
SECTION 1609 FOR A 160 MPH, 3 SECOND GUST, WIND LOAD HAVE BEEN REVIEWED AND
IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE
ACCEPTED BY THE ENGINEER OF RECORD FOR USE ON THIS PROJECT VMEN INSTALLED
EARTH; OR, 1-1/2 INCHES FOR No. 5 AND SMALLER BARS, AND
IN ACCORDANCE PATH THEE PLANS AND THE MANUFACTURER'S SPECFICATONS.
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
2' NxH W' 25' AN
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.00
-
100.4.4-
-1
REINFORCEMENT BARS EMBEDDED IN GROUTED MASONRY CELLS
0
SHALL HAVE A MINIMUM CLEAR DISTANCE OF 1/4 INCH FOR
'1
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.
2X12 HEADER NOTE:.
(2)2X12 TO SANDWICH
(1) 1/2- PLYWOOD W/
(2) ROWS OF 3" NAILS @
6" O.C.
NOTE:
BEARING WALLS THAT GO
INTO BLOCK WALLS ATTACH
WITH WEDGE ANCHORS 32" O.C.
VERTICALLY UP WALL
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2X BLOCKING
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NOTE: NON BEARING WALL DETAIL IS IN
ACCORDANCE WITH Sec. 602 OF THE
NOW BEARING WALL CONNECTION FLORIDA BUILDING CODE 6TH EDITION
NOT TO SCALE
25" MIN
(2)2x12 HEADER OR AS
NOTED ON THE PLANS
ACTUAL CHANGE IN BEAM
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HEADER
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WASHERS. NOTE: ALTERNATIVE BEAM BLOCK
HOLDDOWN IS SIMPSON "HTT4" SEE WALL SECTION
ATTACHED TO STUDS. FOR DETAILS
(1) SIMPSON "SPH4"
PER STUD. NOTE: (2) #5 REBAR
JACK STUDS & (1) VERTICAL
KING STUD (MIN)
CONCRETE FOUNDATION
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TYPICAL CONNECTOR DETAIL
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DETAILS AND
5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635
North Port, Florida 34291-8049 fax 413-487-9013
° t 11111 1 r N Digitally signed by Christopher D Be s
%�ofESS10* a. C h r s t ®p h e r D DN: c=US, o=ldenTrust ACES Unaffiliated
* Individual, cn=Christopher D Beers,
4 0.9.2342.19200300.100.1.1 =A01 09801Qa
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w Date: 2020.04.2813:52:14 -04 00
TO STATE STATE OF ? �-
C °CORIO?, W
s94f �,y r SJ °°` CHRISTOPHER D. BEERS, P.E. _
FLORIDA LICENSE NO.64594 (n
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.
"J"
BLUESTREAM
DS
DESIGN
STUDIO
Residental CAD Drafting
3D Renderings
Graphic Design Services
Port Orange, FI
(386) 256-8978
Port Charlotte; F1 j
(941) 275-9931
v .bluestreamdeslgnstudio.col
CAD C&bluestreamdesignstudio.(,orn
esign 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 3/13/20
DESIGN BY: LBB
CHECKED BY: TMB
JOB NO. CRESTVIEW KW IsH PEI.
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TRUSSES WITHOUT REFERRING TO
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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.
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1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNING
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NO EXCEPTIONS.
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BUILDER: -_
GROZA BLDRS
RES: THARDISON
MODEL:
C1kESTVIEW
ADDRESS:
LEAF ROAD
LOT I BLOCK:
CITY:
FORT PIECE
COUNTY
ST LUCIE CO
DRAWN BY:
JL
JOB # :
_ 2194777
DATE:
12/28/19
SCALE:
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WIND LOAD 170 MPH Dimensions And Conditions Prior To.
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lOr
-
*TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan.Builders
--- ---
-- ---
--- ---
- - -- - -
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
31' O"
30' Q"
ANY OTHER LIVE LOADS SIGNATURE 13ELOW INDICATES ALL
';Fir stSource
-
NOTES AND DIMENSIONS HAVE
ROOF LOADING FLOOR LOADING BEEN ACCEPTED.
61` O"
TCLL: 20 PSF TCLL: PSF
— -
_�-
TCDL: 15 PSF TCDL: PSF
701 S. KINGS HIGHWAY
FOR PIEC, FL 5
E461
BCDL: 10 PSF BCDL: PSF By Date
PhT(772) 5475
TOTAL: 45 PSF TOTAL: PSF
DURATION: 1.25 DURATION:
I
2
L�evweel 1
Job #-0 66 A
Performed by Vic"M Lynne Barerobern. t r"
Hardison Residemc�
Lear Place
Port St Lurie, FL 34 987
Air CaNL,,
7f,)'-)'O Hidden Hariinn.o(.-.-k Ln
, \/ero Beach, FL 32966
Phone: 772.800.8413
vickilynne@aircalcs,�.,-,,o T1
REVILWiZU FUR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
CIO C r
Scale: 1 � 114
Page I
Ric ,iht-Suite@ Universal 2019
19.0.13 RSU27054
2020-J an-08 09:54:53
...Place Hardison Residence GBI.rup