HomeMy WebLinkAboutSUBMITTED PAPERSAll APPLICABLE • MUST BE COMI,__. FOR APPLICATION TO BE ACCEPTED
SCANNED Permit Number:
02,
r
St. Lucie coorlty
Building Permit Application
Planning aDevelopment Services
Building.Code Regulation Division
i• Virginia Avenue, Fort Pierce FL 34982
Residential
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Legal Description:
Site Plan Name:
Block No.
Project Name:
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work to be
Pipingnal
—Mechanical GasTank —Gas
• • • • •
Electric Plumbing Sprinklers•
• • •
Total Sq. Ft of Construction: Sq. Ft. of First Floor:
,00
Cost of • • I I / r•I Utilities: Sewer Septic
Building
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if value of construction is 2500. • • . Notice of Commencement is required.
NEER: . _ Not Applicable
Name:
Address:
City: State:
Zip: Phone:
FEE SIMPLE TITLE HOLDER:
Name:
Address:
City:
Zip: Phone:
Not Applicable
MORTGAGE COMPANY:. _ Not Applicable
Name:
Address:
City: State:
Zip: Phone:
BONDING COMPANY: _Not. Applicable
Name: _
Address:
City:
Zip:
Phone:
OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.,
St. Lucie County makes no representation that is granting a permit will authorize the ppermit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and'covenants that may restrict or prohibit such
structure. Please consult with your HomdOwners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: -roorn additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING 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 lender or an attorney before
commencing work or recording our Notice of Commencement.
Signature of Owner/ Agent/ Lessee
Signature of Contractor/License Holder
STATE OF FLORIDA
STATE OF FLORIDA
COUNTY OF'
COUNTY OF
The forgoing instrument was acknowledged before me
The forgoing instrument was acknowledged before me
this day of . 20_ by
this. day of . 20_ by
(Name of person a nowledging)
(Name of person acknowledging)
(Signature, of Notary Public- State of Florida)
(Signature of'Notary Public- State of Florida )
PersonallyKnown OR Produced Identification
Personally Known
y � R,PtG Rd Identifirg
Type of Identification Prod ced ^ o"' "- `Type
�. �°tar}� Publ� - .
Commission No. _ °,��=
of Identification Produrdotar
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Commission No. %Fo
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F��?;°8�1)ssion ap Ef 877571
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REVIEWS
FRONT)
ZONING
SUPERVISOR
PLANS
VEGETATION
SEATURTLE-�,,
'IMANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
RECEIVED
DATE
COMPLETED
KeV. //LU14
►ntormation:
ROOF FLOOR TRUSS SYSTEMS
4175 SW Martin Highway
Palm City FL 34990
1
(772) 286-3700
GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS:
Name:
Robert Spowart #2716 Hip
Address:
Pole Barn Hip Roof
City, State, Zip:
Building Code & Chapter: Computer Program Used:
VIEW by Alpine
FBC 2010 COM
Gravity: Gravity:
55 psf Roof Total Load 55 psf Floor Total Load
wnd: 170 mph from ASCE 7-10
code
This package includes a Truss Index Sheet and 6 individual truss design drawings, together with the attached index of the Truss System
design drawings. I hereby certify that this serves as a cover sheet in accordance with Chapter 61 G15-31.003 of the Florida Board of
Professional Regulations.
\\��\ y limited to the
g1CILES p�ii�/ Note:
design Furthermore,
of the truss omponent oshown. The f the lsu suitability angned is ld use of these \CE/vs •.�� �� trusses for any building is the responsibility of the building designer.
Delegated Engineer: T. Stiles Peet, P.E.
STATE i
;.
't Stiles Engineering Group, Inc.
Q" FL Reg Nos: PE# 49200 CA# 27788
404 SW Camden Ave. Stuart, FL 34994
i-R
AN\ TEL: 772-223-9883 FAX:772-223-9502
Truss ID I Date
2/14
3 -4/t/-7
3 A2 1 09/02/14
5
1 61 Al 1 09/02/14
HomeBASE by Alpine Page 1 of 1
)oD:(ZIIb) /Konen.)powart?FL/ to / Hz
Top chard 2x4 SP #2 N
Bot chard 2x4 SP #2 N
Webs 2x4 SP #3
This design is based on lumber values in effect prior to June 1, 2012 and shall only be used on projects designed and
permitted prior to this date unless specifically approved in writing by the building authority having jurisdiction, the building
designer and the project owner.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50
T
0
tV
1 air
DESC. = A2
PLT. TYP.-WAVE
6'10"8
6'10"8
=4X6
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 1
170 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0
psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member design.
In lieu of structural panels or rigid ceiling use pudins
to laterally brace chords as follows:
CHORD SPACING(IN OC) START(FT) END(FT)
BC 100 0.15 13.60
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
All wind load cases on this truss have a 1.33 duration factor
6'10"8
6'10"8
12
3o TT
TC1
W1 TC1 m ro
=3X5(A1) =-3X5(A1) (V fV
BC1 1111.5X4 R51 l l
I- 13'9"
1'11"2
R=949# U=352# RL=56/-56# W=3"8
(Rigid Surface)
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 288-4234
DESIGN CRIT=F8C2010C0MrrPI.20W
6'10"8 1 6110"8
13'9" + 1-11"2 --�
R=949# U=352# W-3"8
(Rigid Surface)
22 TOTAL= 22
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
D'ONOFRIO DR., SUITE 200, MADISON. WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS
WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
T. STILES
PEET
PE# 49200
CA# 27788
404 SW CAMDEN AVE
STUART, FL 34994
REV. 12.03.01.0103.12
SEQ = 81237
SCALE=0.3750
TC LL
TC DL
BC DL
BC LL
TOT.LD.
30.Opsf
15.Opsf
10.Opsf
O.Opsf
55.Opsf
REF
DATE 05-24-2013
DRWG
TK
O/A LEN. 130900
DUR.FAC.
1.25
JOB #: 2716
SPACING
24.0"
TYPE COMN
lot:(Z[I b) /Kotert spowart;tznb / Al
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
This design is based on lumber values in effect prior to June 1, 2012 and shall only be used on projects designed and
permitted prior to this date unless specifically approved in writing by the building authority having jurisdiction, the building
designer and the project owner.
See DWGS Al8015ENC100212 & GBLLETIN0212 for more requirements.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50.
All wind load cases on this truss have a 1.33 duration factor.
T
T
IV
Ty.
6'10"8
1 410 8 2' — 1 2'
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 1.5X4 except as noted.
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0
psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member design.
Gable end supports 8" max rake overhang.
In lieu of structural panels or rigid ceiling use puriins
to laterally brace chords as follows:
CHORD SPACING(IN OC) START(FT) END(FT)
BC 120 0.15 13.60
Apply puriins to any chords above or below fillers
at 24" OC unless shown otherwise above.
6'10"8
4'10"B —�
=4X4
312
T T
TC1 M2
TC1 m m
=3X5(A1) M1 M1=3X5(A1) tV (V
BC TT
f- 4'10"8
1'11"2
R=480# U=253# RL=56/-56# W=3"8
(Rigid Surface)
13'9"
2' 1 2' — 1 4'10"8
13'9"
1-11"2
R=105plf U=100plf WW=13'5"8
(Rigid Surface)
DESC. = Al SEQ = 81239
PLT. TYP -WAVE DESIGN CRIT=FBC201000MrtPI-2007FT/RT-20%(0%)n0(0) QTY= 2 TOTAL= 2 REV. 12.03.01.0103.12 SCALE=0.3750
**WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
T. STILES
TIC LL 30.Opsf
REF
O
D'ONOFRIO DR., SUITE 200, MADISON. VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT- FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
P E ET
TIC DL 15.Opsf
BC DL 10.Opsf
DATE 05-24-2013
DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS
WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND BUILDING DESIGNER, OF THIS A S RPI 1ONE NT FOR ANY SECTION 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
PE# 49200
CA# 27788
404 SW CAMDEN AVE
STUARTFL 34994
,
BC LL 0.0psf
TOT.LD. 55.Opsf
TK
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. 130900
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX. (772) 28& 4234
DUR.FAC. 1.25
JOB #: 2716
SPACING 24.0"
TYPE DGABL
N
13-9"
Al
_ I
_Q
N
Al
13-9"
-I
O D
m
Z
0
• •
0
rn 00
z
• •
JOB DESCRIPTION: Robert Spowart #2716
JOB ADDRESS: Robert Spowart
Pole Barn 561-262-5391
BUILDER: Fill in later
-
O
ROOF$FLOORTRUSSSYSTEMS
4176 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 288-3700
FAX. (772) 28& 4234
i
Planning & Development Services Department
Building & Code Regulations
2300 Virginia Avenue
Fort Pierce, Florida 34982
(772)462-1553
OWNERBUILDER AFFIDAVIT DISCLOSURE STATEMENT
F.S. 489.103 (7) 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 not 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 applle laws,
ordinances, building codes, and zoning regulations. IInitial
I understand that the building official and inspectors are not there to design or give advice *on h to meet
the minimum code. Initial _
I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled
in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. (� i
Initial
I understand that if I compensate any person or company for work performed they are required to be
licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and lia or the
cost of the license. Initial
I understand that if any person that is unlicensed and uninsured gets injured on my construction project -
they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and relat edical
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 Department to the Florida State Department of Professional Regulation. Signed and acknowledged on this
c98 day of of 20 1 L'/ .
STATE OF F]
COUNTY OF
The foreioine
Signature of Notary
Title: Notary Public
SLCPDSD Revised 07/22/2010
Owner/Builder Signature
this�day of�
is personally known
as ides
Type or Print Name of Notary
Commission Number
20_Z
.,w
DAWN Mil -ONE
Notary Public - State of FIC 'Ia
c My Comm. Expires Mar 22, 2017
m fission # EE 877571
Bon ough National Notary Assn.'
t A
aRCHo_ Design Corporation
- Architecture. Planning.
8024�Boca Rio -drive Boca Raton, Florida 33433
phone 561 245 5228 fax 561 961 0861
archodesign@msn.com
Sept. 18 2014
St. Lucie County Building Department
2300 Virginia Avenue =
Ft. Pierce, . FL-34982-5652
,NO. Permit # 1oxw8 043
Spowart
12375 Lear Pl. Port St. Lucie, FL 34987 _
Our office inspected the project at the above referenced address.... The, work was. _
completed according to' the approved plans for the above referenced permit.
The work is in conformance with FBC 2010 and ASCE 7. -
If you have any furtherquestions please contact Roy Massa from -our office -at
561-243-6078.
John R. Diehl
6 0007424