HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE CJSE ONL_ Y: �y
DATE FILED:
PLAN REVIEW FEE: - RECEIPT NO.: -76-�8 PERMIT NUMBER:
CONCURRENCY FEE: RECEIPT NO.: CERT, CAP. NO.:
2.
3.
4.
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
SCANNED 2300 Virginia Avenue
e Y Ft. Pierce, FL 34982-5652
.�'i. L.UCie3 CQUt7fy 772-462-1553
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMATION
LOCATION/SITE ADDRESS: e/�I/�/',L} TY`L%rd w
s PROJECT NAME:J ��W,../ /�/o�i/�jSITE PLAN NAME:
PROPERTY TAX ID #:
LEGAL DESCRIPTION (attach extra sheets if necessary):
f t L -
5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO.
9. 1 PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS:
10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: d2 5u ZC �.ld l/7�%
11. 1- SETBACKS (ACTUAL) FRONT: BACK:', RIGHT SIDE: fft �__ LEFT SIDE: 1
12. TYPE OF CONSTRUCTION (Check all appropriate boxes)
[6NEW CONSTRUCTION [ ] EXPANSION/ADDITION
[ ] RESIDENTIAL [ ] .COMMERCIAL
[ ] OTHER (SPECIFY)
13. W DESCRIPTION OF PROPOSED USE:
[ ] INTERIOR RENOVATION
[ ] .INDUSTRIAL
r
14: ' �--) SQ. FT OF CONSTRUCTION: 15. SR FT 1 st FLOOR:
16. 10 VALUE OF CONSTRUCTION: $-�Ql—�.
The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County resenes the right to question and/or .modify the indicated
value of construction if it is demonstrated that the submitted figures arc not consistent with similar types of construction activities. if the vahieis $2500 or more, a
RECORDED Noticc of Commencement must be submitted with this application.
SLCCDV Form No.: 001-02
UPDATED 6/25109
OWNER INFORMATION
NAME: F%t V` t` L' G l 1) 0% L h G
ADDRESS: ±tAl' /
L 24
CITY:�i1 rh L� STATE: � `' � ZIP:
PHONE (DAYTIME): .� 60a k /� J �l Email: (rIA,O r �
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FRAM THE OWNER LISTED ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): C__)
CONTRACTOR INFORMATION
ST. of FL REG.CERT #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME): U FAX NO.
ARCI-EVENGINEER:
(DAYTIME): C__)
BONDING COMPANY:
ADDRESS:
CITY:
ST. LUCIE COUNTY CERT #:
ZIP:
Email:
STATE: J _ ZIP: G�9, -9 y�—
STATE:
MORTGAGE LENDER:
ADDRESS:
CITY: STATE:
ZIP:
ZIP:
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification
it will be voided and returned to you by mail.
i ! i
i
i
CERTIFICATION:
This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity,
if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all
work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application.
St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such
structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply.
The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory
structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non-
residential use.
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO
ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN
GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO
THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT.
STATE OF FI
COUNTY OF
The foregoing instrument was acknowledged before
me this l V day of 20 % V ,
QLraa-an i
is personally known or has produced
identification.
CONTRACTOR SIGNATURE
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
me this day of
by
who is personally
of Notary
;know ged before
20 ,
or has produced
as identification.
Commission No. (Seal) commission No. (Seal)
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR
THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR.TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE' FRONT OF THIS APPLICATION.
OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS.
For specific in' tructions see appropriate permit hecklist. t
OFFICE USE ONLY BP #: D • �J ,�,� .
SECTION
TOWNSHIP
RANGE
MAP NO.
ZONING
��
LAND USE
XY
LOT CVG %
TAZ NO.
FLOOD ZONE
FIRM MAP #
1 IT FLR ELV
MAX HGT
CONST TYPE
OCCUP TYPE
MAX OCCUP
# OF FLRS
WATER
SEWER
SPRINKLERS.
STORMWATER
LOT OF REC
Before 1/1990
LOT OF REC
After 1/1990
LOT SPLIT
REQUIRED
LOT SPLIT
APPROVED
REPORT
CODE
HABITABLE
AREA
(RADON)
RADON
FEE
PERMIT
FEE
LIBRARY
IMPACT
:FEE
PUBLIC BLD
IMPACTFEE
CORRECTION
PUBIC BLD
IMPACT
FEE
GENERAL
PARKS
IMPACT
FEE
;:SCHOOL
IMPACT
FEE
ROAD
IMPACT
FEE
CREDIT
Y
N
LAW ENF
IMPACT
FEE
FIRE/EMS
IMPACT
FEE
DRIVEWAY
REQUIRED UIRED
Y
N
DRIVEWAY
FEE
ADMINISTRATIVE
VARIANCE FEE
SPECIFY
SUBS
REQUIRED
MECHANIC ROOF
ELECTRIC GAS
PLUMBING
NON -CONFORMING
LOT OF RECORD
FEES
MISCELLANEOUS
FEES
DATE SENT TO ADDRESSING:
REVIEWS
FRONT
COUNTER
ZONING
REVIEW
SUPERVISOR
REVIEW
PLANS
REVIEW
VEGETATION
REVIEW
SEA TURTLE
REVIEW
MANGROVE
REVIEW
DATE
RECEIVED
2
311111
DATE
COMPLETED
1rlet
INITIALS
i
I I t i i I
r '
Planning & Development Services Department
8' Building & Code Regulations
° 2300 Virginia Avenue
Fort Pierce, Florida 34982
(772) 462-1553 -
OWNERBUILDER AFFIDAVIT DISCLOSURE STATEMENT
F.S. 489.103 M EXEMPTIONS
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even
though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You
may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of
under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially
improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within
one year after the construction is complete, the law will presume that you built or substantially improved it for sale
or lease, which is a violation of this exemption. You may hot hire an unlicensed person to act as your contractor or
to supervise people working on your building; it is your responsibility to make sure that people employed by you
have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the
responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done.
Any person working on your building who is not licensed must work under your direct supervision and must be
employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers'
compensation for that employee, all as prescribed by law. Your construction must comply with all applica w
ordinances, building codes, and zoning regulations. Initial
I understand that the building official and inspectors are not there to design or give advice on how to
the minimum code. Initial
I understand that as an owner -builder that any contract disputes with sub -contractors and I must bXhdle
in a civil court with the advice of an attorney. This department will not mitigate any contract disputes.
Initial a
I understand that if I compensate any person or company for work performed they are required b
licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liabl r
cost of the license. Initial
I understand that if any person that is unlicensed and uninsured gets injured on my construction r •ect
they may be entitled to workmen's compensation. I could be held liable for. all doctor, lawyer and related
cost, which could include loss of wages during recovery from their injury. Initial
To qualify for this exemption under this subsection, an owner must personally appear and sign the building
permit application and initial the above.
I hereby acknowledge that I have read and understand the above disclosure statement and that I further
understand that any violation of the terms of the owner/builder. exemption shall be reported by the Building and
Zoning Departm t to the Florida Sqtoepartment of Professional Regulation. Si ed and ac wledged this
[
day of z . of 20 � /
n Own r 11 er e
STATE OF FLORIDA
COUNTY OF _ /�G
Tl� egoing instr t was ac aiowledged before me this � day of _ 20
by ^ who is personally known to me, or who has
pr d ced as identification.
Slgnature o N ry e or Print Name o otary (Seal)
Title: Notary P lie Commission Number
titer AUDREY B. HUMPHREY
SLCPDSD Revised 07/22/2010
MY COMMISSION # EE 061159
...
Bonded Thru Notary public Undenvdters
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772)462-1553
FILLED LANDS AFFIDAVIT
I, the undersigned, am the owner of the following described property,
(Parcel Id#/Legal
for which I have applied to St. Lucie County for a Final Development Permit. In
accepting this Final Development Permit, BP Number , I acknowledge
that as owner of the above described property, and in accordance with Section
7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring
adequate drainage so that the immediate community WILL NOT be adversely affected.
I further acknowledge that in granting this permit for the development of this property,
St. Lucie County is neither obliged nor liable to provide for, or maintain in any form,
adequate drainage off my property which will not adversely affect the immediate
community.
�Dar_r l J nA /Z
Property Owner N e (Please Print) n /
c� �l
,�rogerry-o E 'gna ure Date
P
STATE OF FLORIDA, COUNTY
ACKNOWLEDGED BEFORE ME THIS �/ DAY OF 20
B1 Dwrn° // 1 a n h I � ( WHO IS PERSONALLY KNOWN TO ME OR WHO HAS
PRODUCED
SIGNATURE OF NOTARY PUBLIC TYPE OR PRINT NOTARY
COMMISSION NUMBER
SLCPDSD Revised 08/24/2010
(SEAL)
AS IDENTIFICATION.
Property Appraiser - St.Luciety,
FL Page 1 of 1
PROPERTY RECORD CARD
Darrell Dunhill Record: 1 of 2
<<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
,, ,,
,��,UCIf C0 ---
Site Address: 7221 Shanas Trl
ParcellD: Cw34�1'4 501;Q5.1!5 1'50 7> �" b
Sec/Town/Range: 23 :36S :40E
Account #: 40699
Map ID: 34/23N
Use Type: SF Res
Zoning: AR-1
City/Cnty: Saint Lucie County
Ownership and Mailing
Legal Description
Owner: Darrell Dunhill
S•T-LUCIE-GARDENS"23-36:40-BLK 1-S-1-/2-OF-L-OT-1:5_(5-.00 AC)?
(MAP 34N} (OR1 84-1206)
Address: 7221 Shanas Trl
Port St Lucie
FL 34952-2715
Sales Information
Assessment 2013 Total Land and Building
Date Price Code
Deed Book/Page 2013 Final: 171400 Land Value: 90000 Acres
4/18/2001 108500 00
WD 1384 / 1206 Assessed: 148377 Building Value: 81400
10/9/1997 110000 02
WD 1104 / 1869 Ag.Credit: 0 Finished Area: 1996 SgFt
10/21/1994 100 02
WD 0926 / 1606 Exempt: 50000
3/26/1994 100 02
QC 0924 / 1030 Taxable: 98377
3/9/1990 160000 02
WD 0682 / 0057 Taxes: 2173.79
3/1 /1986 0 01
CV 0493 / 2345
BUILDING INFORMATION
aP
Exterior Features
�
B
View:
-
RoofCover:
ExtType:
CA3 - Det Carport
YearBlt:
Grade:
A3 - A3
EffYrBit:
StoryHght:
0010 -1 Story
No.Units:
Interior Features
BedRooms: 0
FullBath: 0
1 /28ath: 0
%A/C: 0
Special Features and Yard Items
Type Y/S Qty. Units
Electric:
HeatType:
HeatFuel:
%Heated:
Quaff. Cond. YrBlt.
FS - Fibrglss Shg RoofStruct: GA - Gable
1987 Frame: -
1987 PrimeWall: WN - Wood no Sh
1 SecWall: -
MN - MINIMUM PrmintWall:
AvgHt/FI: STD
- Prm.Flors: CG - CONC GRD
0 %Sprinkled: 0
Land Information
No. Use Type Type Measure Depth
1 0100-SF Res 552 -Acres 5
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/paslc/pre.asp?prelid=341450105151507 2/14/2014
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
Phone: (772)462-1553 Fax: (772)462-1578
Date:
Receipt #:
Permit Number:
Receipt
Online address: http://www.stlucieco.org/planning/permitting.htm
Quick Links:
Permit Status Lookup
Online Building Inspection System
Daily Inspector Schedule
February 18, 2014
0000097523
1402-0233
Job Address: 7221 SHANKS TRL
Amount: $75.00
Paid By: DARELL DUNHILL
Received By: humphreya
Fee Description Fee Amount
NPlanR735 N-Plan Review - Commercial/Residential - Per $50,000 Value Each $75.00
Total: $75.00
2/18/2014 4:09:54 PM
FE
STRUCTURAL DESIGN
MAXIMUM 30'-0" WIDE X 14'-0" EAVE HEIGHT- BOX EAVE
FRAME AND BOW F-Ttak.UXE
41,40
ST. LUCIE COUNTY
UUILDING DIVISION
P,
Ell 2- VE EWE 0
FOR 00 GE
REVIEWED SY M-
DATE -r _:-/ ) - I LT
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
6 December 2012
Revision 0
M&A Project No. 12117S
Prepared for:
Mr. Danny Lowery
President- Steel Structures
1660 Dixon Airline Road
Augusta, Georgia 30906
Prepared by:
THFqF PIANIZ ppoposm WORK
ARE my coAREC'noms
REOUIPEO Rf FIELD 1.0KCT0R1ftT
M AY B E NiF G E StikV IN OPA R TO
CoMpLy Wl-rH ALL AppUCABLE CODES.
Moore and Associates Engineering and Consulting, 111C.
1009 East Avenue
North Augusta, SC 29841
CONCEALED FASTENERS OP ATTACHMENTV0
ARE THE RESPONSIBIL[TY OF THE
CONTRACTOR OF RECORD FILE Copy
MOORE AND ASSOCIATES
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❑ ROX EAVE FRAME RAFTER OPEN CARPORT (Sheets 3, 5, 6, 8, AND 10)
LENGTH VARIES ➢EPENIIING•ON
NUMBER AN➢ SPACING CIF RAFTERS
- 30' MAXIMUM RAFTER SPAN
TYPICAL SIDE ELEVATI❑N-H❑RIZ❑NTAL ROOF TYPICAL END ELEVATION -HORIZONTAL ROOF
SCALE: 1/8' = 1'-0' SCALE: 1/B' = 1'-0'
BOW FRAME RAFTER OPEN CARPORT (Sheets 4, 5, 7, AND 9)
_ 30' MAXIMUM RAFTER SPAN
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TYPICAL SIDE ELEVATI❑N TYPICAL END ELEVATI❑N
SCALE: 1/8' = 1'-0' SCALE: 1/8' = 1'-0'
INSTALLATI❑N PLANS, DETAILS AND NOTES
FRAMING AND FASTENER SPECIFICATI❑NS
1. DESIGN IS FOR A MAXIMUM 30' WIDE x 14' EAVE HEIGHT STRUCTURES,
2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE (FBC), 2006 INTERNATIONAL BUILDING CODE (IBC) AND 2009 IBC
3, 2010 FBC WIND PRESSURES GOVERN OVER 2006 IBC AND 2009 IBC WIND PRESSURES.
4, DESIGN LOADS ARE AS FOLLOWS;
A) DEAD LOAD = 2.5 PSF
B) LIVE LOAD = 12 PSF
C) DRIFT SNOW LOAD = 24.2 PSF
5. ULTIMATE WIND SPEED 115 TO 150 MPH (NOMINAL WIND SPEED 89 TO-116 MPH)t MAXIMUM RAFTER/POST AND END POST SDACING =.5.0 FEET.
6. ULTIMATE WIND SPEED 151 TO 180 MPH (NOMINAL WIND SPEED 117 TO 139 MPH)! -MAXIMUM RAFTER/POST AND END POST SPACING = 4.0 FEET.
7. RISK CATEGORY I OR II.
8. WIND EXPOSURE CATEGORY B, C. OR D.
9. SPECIFICATIONS APPLICABLE TO 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 14 GAGE STEEL TUBE RAFTER FRAMES.
10, AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS .OR PURLINS, AND POSTS (INTERIOR OR END) = 6 INCHES.
11. FASTENERS CONSIST OF 1/4'-14x3/4' SELF -DRILLING SCREWS WITH CONTROL SEAL WASHER. SPECIFICATIONS APPLICABLE ONLY. FOR
MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14' (3,12 PITCH) SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS
AND/OR SLOPES MAY .VARY.
2. GROUND ANCHORS CONSISTING OF 44 REBAR W/WELDED NUT x 24' LONG MAY BE USED FOR LOW ( < 6 MPH•NOMINAL) WIND SPEEDS ONLY,
3. GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POST ALON Si
4. OPTIONAL BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND HIGH ( > 117 MPH - 139 MPH NOMINAL F.D.
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SCALE: 1/8' = 1'-0' SCALE: L/8' = 1'-0'
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IMUM 6' LONG. MINIMUM 14 GA..
NIPPLE. SECURE 80WRAFTERANDST TO NIPPLE WITH (4) 1/4'xl'LF-DRILLING FASTENERS
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TS RAFTER POST
MINIMUM 6' LONG, MINIMUM
(4 G4. TS NIPPLE, SECURE
WITH. (6) 1/4'xl' SDF'S
. 1�o!I _-TS CONTINUOJS BASE RAIL
-I I I....._I 1 i-I I I i I p-
RAFTER POST/
BASE RAIL C❑NNECTI❑N DETAIL
SCALE. NTS
N
16 GA. U-CHANNEL BRACE
FASTENED TO TILE LEG AND
2 1/4• RAFTER. V1TH.42)
LL
SELF DRIING SCREWS AT
EACH END (4 PER BRACE)
BRACE SE
SCALE: NTS
JRS BENNETT BUILDING SYSTEMS, LLC
__.. OPEN CARPORT
1
ANCHORAGE OPTIONS FOR. LOW AND HIGH WIND SPEEDS
_r— INSTALL I/2'x6' EXPANSION
ANCHOR THROUGH BASE RAIL
Wf7HIN 6' [IF .AC.H
RAFTER POST ALONG SIDES
NININUN 2 3/4,
CNBEDNENT
i ° °—.; I I-_i I - a
IL
MONOLITHIC CONCRETE
(3000 PSI MIN.) REINF.
WITH (2) 44's CONTIN
CONCRETE M❑N❑LITHIC SLAB
3A BASE RAIL ANCHORAGE
SCALE NTS
MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'.
GENERAL NOTES
CONCRETE,
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENGIH OF 3,000 PSI AT 28 DAYS.
COVER OVER REINF❑RCING STEEL
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING
BARS SHALL BE PER ACI-31G'
3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINSTI
AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO
THE EARTH OR WEATHER, AND 1 112 INCHES ELSEWHERE.
REINFORCING STEEL(
THE REINFORCING STEEL SHALL BE MINIMUM GRADE 60.
GALVANIZATI❑NI
METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION
AND NOT DIRECTLY EXPOSED TO THE WEATHER SHALL BE
GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS E-2.
METAL PLATE CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED
DIRECTLY TO THE WEATHER SHALL BE STAINLESS STEEL OR HOT
DIPPED GALVANIZED.
REINFORCEMENT MAY BE BENT IN THE
INSTALL 1/2'x6' EXPANSION
ANCHOR THROUGH BASE RAIL
WITHIN G' OF EACH
RAFTER POST ALONG SIDES
'ONTINUOUS W.U.MINf ' 3/4'
CONCRETE PAVEMENT CHBEDNTENT _
2q
�P
u.
CONCRETE SLAB BASE
RAIL ANCH❑RAGE
SCALE- NTS
MINIMUM ANCHOR EDGE ➢1STANCE iS G 3/a
2' WASHERS
TCP OF ASPHALT.." DRILL 3/6' DIAXETER HOLE
PAVEMENT 012 THROUGH THE BASE RAIL AND
"---- • SECURE (O ANCHHOR EYE WITH
GROUND SURFACE ��� I/2' DIAMETER THROUGH DOLT
TS CONTINUOUS'-'--/
BASE RAIL
DOUBLE HELIX CYC ANCHOR
CSEE NOTES BELOW) i �>
SHOP OR THE FIELD PR❑VIDEDI
I, REINFORCEMENT IS BENT COLD, 3C GR❑UND BASE HELIX�ANCRAGE2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE SCALE NTS <CANBE USED ALT)
BAR, IS NOT LESS THAN SIX -BAR DIAMETERS; AND
3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT
BE FIELD BENT.
HELIX ANCHOR NOTES
1. FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL
AND COBBLES, CALICHE, PRELOADED SILTS AND CLAYS USE MINIMUM
02) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT.
2. FOR CORAL. USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH
EMBEDMENT,
3. FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY
STIFF SILITS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH,
MINIMUM 30 INCH EMBEDMENT.
4 FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND
SILTS ALLUVIAL FILL USE MINIMUM <2) 6' HELICES WITH MINIMUM 50
INCH EMBEDMENT.
5. FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER
CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8' HELICES
WITH MINIMUM 60 INCH EMBEDMENT.
MOORE AND ASSOCIATES
GINEERING AND CONSULTING, INC.
OJT. TS 'nee PwIm" OF mmm MID ASS1SiA= W. PE
aum ga*m G'iRPI, CQPYIIdG, m 0T}om E USE EF THIS DOC7LmIT TS
BENNETT BUILDING SYSTEMS, LLC
OPEN CARPORT
BOX EAVE RAFTER GABLE END OPTION
TYPICAL BOX EAVE RAFTER
GABLE END ELEVATION
SCALE: i/8' = I'-0'
TS BOX EAVE RAFTER -
IS
TYPICAL BOX EAVE RAFTER
GABLE END FRAMING SECTION
SCALE: 1/8' = V-0'
\/16 I-TS GABLE RAIL
NIPPLE TO 1 1/2'xl 1/2'x2' 16 FT CLIP R
RAFTER �/16 ANGLE SECURE TO RAFTER
POST AND GABLE RAIL , 2
f /4'x!' SDF'B 2 ON TOP, 2
ON SI➢E
A!NIMUM 6' LONG, MINIMUM 14 GA.,
TS NIPPLE SECURE POST TO NIPPLE
VITH (45 1/4'xlS➢F'S
RAFTER POST
(D
BOX EAVE RAFTER GABLE RAIL To
RAFTER POST CONNECTION DETAIL
SCALE, NTS
1 l/2'xl 1/2'x2, 16 GA. CLIP
ANGLE SECURE 70 BOX CAVE
RAFTER AN➢ CABLE RAIL
V/(4) 1/4•xl' S➢F'S 2 ON
TOP, 2 ]N BOTTOM
MOORE AND ASSOCIATES DRA3dN BY, JRS BENNETT BUILDING SYSTEMS, LLC
ENGINEERING AND CONSULTING, INC. CHECKED BY, PDH OPEN CARPORT
Ttfls T� atS�ER1Y IeDO� AND U TtE R13JECT 14GRI VSt4DATEr 11-12-12 CALE- NTS Jt18 N0 12L7S
1R1AV3l� REPR�UCTffid, Cl7PYD1G. OR Qi}iRHLSE 115£ Or TttS ]%1CU4ail' LS
L� TL�� Ii3� AND ANY AFiidiL�T 3tEiiEIPON qAY 1� SUB,IECi 'It1
CL1ENT1 - T. 6 [7F 10 VG. NOi SK-i REV,1 0
BOW RAFTER GABLE END OPTION
TYPICAL BOW RAFTER
GABLE END ELEVATION
SCALE: 1/8' = 11-0'
TS B0V
TYPICAL BOW RAFTER GABLE
END FRAMING SECTION
SCALE 1/8' = V-0'
I U2'.1 1/2'x2' 16 GA. CLIP
ANGLE SECURE TO HOW
RAFTER AND GABLE RAIL
V/(4) 1/4'.1' SD,'S, 2 ON
TOP. 2 ON BOTTOM
I 1/2'xl 1/2'.R' 16 rA. CLIP IS POST
ANGLE SECURE TO RAFTER
POST AND GABLE RAIL W/(n)
l/4.., SDF'S, TOP AND
BOTTOM
�—MINIMUM 5' LONG, MINIMUM L4 GA., LTS GABLE RAIL
TS NIPPLE. SECURE BOW RAFTER
AND POST TO NIPPLE WfTN m
1/4'.1' SELF —DRILLING FASTENERS
o '
TS RAFTER POE'
BOW RAFTER GABLE RAIL TL'
4 RAFTER/POST CONNECTI❑N DETAIL
SCALE nTs
MOORE AND ASSOCIATES
DRAVN.BYI JRS
13ENNETTBUILD TNGSYSTEMS, L:C
ENGINEERING AND CONSULTING, INC.
C14ECKED BYI PIN '
OPEN CARPORT
T= D=Mg 1S THE PRMPERTY 1' NOORE AND ASMMATES, = DE
IAMUT}iQR�S RfPR1mtlC1T6tl, C'OPYIIJG, OR QI!♦ERVSE USE UFTHIS D6CIACNT A
PROJECT MGR1 VSM
TET 11-12-12
SCALEI NTS
JOB NO 1 17S
ITF� MID ANY D�FR>p TETQT TtEREi1PON NAT ZE SUB.ECT TI]
LEGk. ACTII6�L
CLIENT,
SHT. 7 OF 10
kVG. ND SK Ev.l 0
BOX EA.VE RAFTER OPEN CARPORT
EXTRA SIDE PANEL OPTION
26OR 29 GA. GALVANIZED HETAL ROOF
AND SIDE PANELS FASTENED TO PURLINS
AND POSTS WITH 1/4
'x:' SDF'S WITH
CONTROL SEAL WASHER 0 AVERAGE 6-
O.C. SPACING
W A w J W
~^aFn
24. 16 GA. U-CHANNEL
BRACE FASTENED TO
WITH
c of a
RAFTER (2) 1/4'x1
SELF -DRILLING
u o
SCREWS AT EACH END
(1 PER BRACE)
TYPICAL RAFTER/POST FRAME SECTION - EXTRA SIDE PANELS
SCALE: 1/8' = l'-O'
....... ....—...—.._..-...._.. = . -- —
! _ — -- —
.............................. _.. �-
W .. -
C �
\FLAS"'
(CPTj ONAU
30' MAXIMUM RAFTER SPAN
TYPICAL END ELEVATION
EXTRA SIDE PANELS
SCALE: 1/8' = 1'-0'
MOORE AND ASSOCIATES
GINEERI'NG AND CONSULTING, INC.
THIS makENT IS
1E SLs,JMT TO
LENGTH VARIES DEPENDING ON
NUMBER, AND SPACING OF RAFTERS
TYPICAL SIDE ELEVATION
EXTRA SIDE PANELS
SCALE: 1/8' = 1'-0'
BENNETT BUILDING SYSTEMS, LLC
OPEN.CARPORT
BOW. RAFTER OPEN CARPORT EXTRA SIDE PANEL OPTION
26 CR 29 GA. CALVANIZED METAL RCAF
AN➢ SIDE PANELS FASTENED TO
RAFTERS AND POSTS VITH 1/4'>I' SDF'S
WITH CONTROL SEAL WASHER 2
AVERAGE 6' O.C. SPACING
wuw�u
xy`m�N
\-24' 16 GA. U-CHMNEL
BRACE FASTENED TD
u��a
RAFTER Vi*U (2) 1/4'
u� n-'
S'
SELF -DRILLING
SCREWS AT EACH END
(5 PER BRACE)
>�aa
TYPICAL RAFTER/POST FRAME SECTION — EXTRA SIDE PANELS
SCALE: 1/8' = 1'-0'
TYPICAL END ELEVATION
EXTRA SIDE PANELS
SCALE: 1/8' = V-0'
MOORE AND ASSOCIATES
GINEERING AND CONSULTING, INC.
XCI.ENT IS M PROKR" OF NIM NO =C XS. VQ TM
� T1nr1, co ym, OR QIKw= um E THIS err s
MY rPROROMM Aim ANY WRBXWeg n*Fa d MAY M WBJ= TO
TYPICAL SIDE ELEVATION
EXTRA SIDE PANELS
SCALE: 1/8' = 1-0'
0
�Z9
BENNETT BUILDING SYSTEMS, LLC
OPEN CARPORT
C
TYPICAL END ELEVATION
VERTICAL ROOF
SCALE: 1/8' = 1-0'
TYPICAL SIDE ELEVATION
VERTICAL ROOF
SCALE: I/8' = I'-0'
26 OR 29 CA. GALVANIZE➢ METAL R00F
PANELS FASTENED TO PURLINS WITH
t/A•xl' SOPS WIIH CUK IRDL
SEAL WASHER P. AVERAGE 6' 0C.
SPACING
l _
I FURRRIRI IP GAUGE
NG CNANNEI 25' 16 GA U-CHANNEL
(PURL IN) BRACE FASTENED 10
RAFTER WITH <23 1/4•x1'
SELF -DRILLING
SCREWS AT EACH ENO
to PFR BRAF.F)
n
�a
TYPICAL SECTION ,
VERTICAL ROOF ❑PTI❑N
SCALE! 1/8' = 1'—C'
1 1/2' 19 GAUGE FURRING CHANNEL FASTENED T(:
EACI< RAFTER WITH (2) 1/4'X1' SELF-LRILUNG
FASTENER SPACED NOT YORE THAN <P• G.C.
LENGTH VARIES OFFENDING LI
te
SEE NOTES
(PAGE 2)
FOR RAXINUH
SPACING
_
-�
•
u
TYPICAL FRAMING PLAN
VERTICAL ROOF ❑PTI❑N
SCALE: 1/8' = 1-0'
1 1/2' IS GAUGE FU+RING CHANNEL. FASTENED TO
EACH IS
WITH C2) 1/4'Sl' SELF -DRILLING
FASTENER SPACED NOT MORE THAN 40' O.0
es
ROOF PANEL ATTACHMENT
(ALTERNATE L
F C
)
SCALE; NTS
MOORE AND ASSOCIATES :DRAWN'BY, JRS BENNE 17 BUILDING SYSTEMS, LLC
ENGINEERING AND CONSULTING, INC. CHECKED BY, PDH OPEN CARPORT
T43 DOMMi!i IS THC PREFIE Y IF M= A0 ASSIMM ES, DC THE R17JECT HER, VSN DATE, 11-12-12 CALEI NTS ,H}8 N01.12117S
L�aarr�aazEv a vrmmxr�l. cmms�. Ist Ecn�vsE uss TffS maamar m
LEf,AL ACTIOa1 ITED APID Af(Y 1NFRIl1lk?fT TFFRIIPOTI POAY � SUBJE7CT iD
CLIENT, — SHT. 10 OF 10 NG N0, SfZ—� EVa 0
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I TAX PARCEL 3414-501-0516-=/8
SURVEYORS NOTES:
ABBREVIATIONS:
1. Unless otherwise noted only platted easements
R.O.W. = Right of Way
are shown hereon.
2. No underground utilities improvements were
CONC. = Concrete
.or
located unless otherwise shown.
R = Radius of.curve
L = Length of curve
3. This site Iles within Flood Insurance Rate Map
®=:Delta of Curve
Zone H EL = 17.0.
4. Bear i ngs. shown. hereon are based on the East
MEAS. = Measured
line of Lot 22.Block 1184 as being S00'00'00'E
SET =Set 5%8' iron rebar with
/8* it 'Pre of with
according to the. Plot described hereon.
yellow cap
All Lot dimensions shown are per plat unless
C.L.F. = Chain Link Fence -
otherwise
otherwise shown.
TAX PARCEL 3414-501-0515-000/t
F.FZ = 20.00'
6' WOOD
off_ x.0
x�°'�
X ®EXISMIG WELL
N
r
N I ; W
X BARN
x
X
.A x
TX _X _.X _ X —X --X —X
SCREEN ENCLOSURE
'GREEN HOUSE'
X— X_ _X— X_ X, X-_
N W19'5f E
LEGAL DESCRIPTION:
THE WM 1/2 OF. TRACT 15 BLOCK 1
SECTION 23, iOMI P 36 SCUtti. RANGE
40. EAST, PLAT NO. 1 Sr. LUCIE QWENS
according to the plat thereof as
reloaded in plat bdok 1 page 35
of the pubic records of-$t: Lucie
couity, Florida:
TAX PARCEL 34
F.F.E = 22.04
Dftl 4: JAC
2002-1932
7' v
7221 SWMMS 'ML
At i ant i c land_ Des i gn Certified to:
10675 South U.S. 1
Port St. Lucle, Ff..
(561).396-4290
Fax: (561) 398-4294
MAR 0 2006
:= IQ_1
L
iD
AWP
LAST FIELD DATE: 3/16/06
)ARY SURVEY
L
1 herebycertify that the.survey.sham hereon' Is true and
REVISIONS and is based on actual aaauseureOntsAaken in the field;.T1
survey'meets the Minimum Tachiilcal Standards of Chapter.51i
FORWARD TIE—IN Plorida.adeiniatrative code.
FINAL TIE-IN
REVISE CERTS. IM VALID NITM 71E
:-
SIGNARK AND ORIGINAL� James Ceairo_,lr:;,. °;
ADD PROPOSED AODI T ION RAISED 'SEAL 'OF A FM. IDA \Pr
AMIT1o Qasiortul: rreyai dk �
ON FORI�ARn IF—iN ERA W �� :•.•Sfe of Finrlda
5543
FILE
fit. UUPY