HomeMy WebLinkAboutSUBMITTED PAPERS�X
ALI.APPLICABLE INFO MUST BE COMPLLv_t FOR APPLICATION TO BE ACCEPTED
Date: November 19, 2014 SCANNED Permit Number: 1 1 —BY
d a5 y
St. Lucie County
•
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X
PERMIT APPLICATION FOR: Roof III
Address: 112 NE Naranja Ave
Legal Description: RIVER PARK -UNIT 4 BLK 40 LOT 24 (MAP 34/28N) (OR 3625-2798)
Property Tax ID #: 3419-530-0246-000-9
Site Plan Name:
Project Name:
Setbacks Front Back:
DETAILED DESCRIPTION OF WORK:
Right Side: Left Side:
Lot No. 24
Block No. 40
Remove old shingle roof, renail plywood to meet current code, install underlayment (30# Felt), install
new shingles
CONSTRUCTION INFORMATION:
Aaamonal work to e e orme under
be
t—checkispermit
a apply:
�HVAC
❑Gas Piping
Shutters
❑Windows/Doors
Electric Plumbing
Sprinklers
E_Generator
W1 Roof
Total Sq. Ft of Construction:
S Ft. of First Floor:
Cost of Construction: $ ;-2
Utilities. Septic
Building Height:
OWNER/LESSEE: Robert P Dudley
CONTRACTOR: H.O.B.
Name Robert P Dudley
Name:
Address:112 NE Naranja Ave
Company:
City: Port Saint Lucie State: FL
Zip Code: 34983 Fax:
Phone No. 772-201-7252
Address:
City: State: FL
Zip Code: Fax:
Phone No.
E-Mail: bob@prontoplans.com
Fill in fee simple Title Holder on next page ( if different
from the Owner listed above)
E-Mail:
State or County License:
it value of construction is 5;zwo or more, a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTIO N LAW INFORMAT(QN:
DESIGNER/ENGINEER: _ Not Applicable
Name:
MORTGAGE COMPANY: x Not Applicable
Name:
Address:
Address:
City: State:
Zip: Phone:
City: State:
Zip: Phone:
FEE SIMPLE TITLEHOLDER: _ Not Applicable
Name:
BONDING COMPANY: _Not Applicable
Name:
Address:
Address:
City:
City:
Zip: Phone:
Zip: Phone:
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 permit 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 Home Owners 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: room 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
Lessee
STATE OF FLORIDA
COUNTY OF Sfi . L oc �8
The forgoing instr ent was acknowledged before me
this V*%day of W 6%J 20 14 b
(Name of person acknowledging')
(Signature of Notary Public -State
Personally Known OR Prc
Type of Identification ProduW.Oo-
Commission No.
Revised 07/15/20
Signature of Contractor/License Holder
STATE OF FLORIDA
COUNTY OF
The forgoing instrument was acknowledged before me
this _ day of 20_1A by
(Name of person acknowledging)
(Signature of Notary Public- State of Florida )
Personally Known OR Produced Identification
Type of Identification Produced
Notary PUD". yes Dec A'.
MY Como& # EE %` sn Commission No.
commiss^*NaGsnatNotary Ps
(Seal)
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEATURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
COMPLETE
INITIALS
Planning & Development Services Department
Building & Code Regulations
2300 Virginia Avenue
Fort Pierce, Florida 34982
(772)462-1553
OWNER/BUILDER 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 for your use and occupancy. You
may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own
use or occupancy. You may not build or improve said structures for the purposes of selling or leasing that building.
If you sell or lease a building you have built or improved within one year after construction is complete, then a
presumption is created that it was built or improved 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 lice
contractor who is not licensed to perform the work being done. Your construction must comply with all le
laws, ordinances, building codes, and zoning regulations. Initia
I understand that the building official and inspectors are not there to design or give advice on hryc(%p t
the minimum code. Initial.
I understand that as an owner -builder that any contract disputes with sub -contractors and I must be hanillpo
in a civil court with the advice of an attorney. This department will not mitigate any contract disputes.
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 li r 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 rela[ ical
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_
_day of of20
Ow uilder Signa[ur
STATE OF FLORIDA
COUNTY OF 5)t-. L Q C,\. .1
The �'oregoing ins ment was acknowledged before me this M day of �I dJ 20�,
b o %C Jr O d \%t who is personally known to me, or who has
produced t L. L as identification.
Type or Print Name of Notar
Commission Number E. g 5�
DEANNA 131W45
:, ,`�: Notar Pu is - State of BfaGlty
' -ea
�s : ; ; My Co m: ion # Dec t6,61
e: Commission a EE 868769
Signature of Not ry
Title: Notary Public
°um Bonded Throogh Nalwal No,ry nn,
SLCPDSD Revised 05/15/2014�'�` '
M®' FILE ®Pll
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Certainteed Corporation (PA)
1400 Union Meeting Road
Blue Bell, PA 19422
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/pera
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Landmark TL
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renews and revises NOA# 06-0914.04 and consists of pages 1 through 4.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 11-0824.05
Expiration Date: 11/16/16
Approval Date: 05/24/12
Page 1 of 4
.1
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Asphalt Shingles
Materials
Deck Tyne:
SCOPE
Laminate
Wood
This revises and renews roofing system using Certainteed Landmark TLAsphalt Shingles, manufactured by
CertainTeed Corporation as described in this Notice of Acceptance, designed to comply with the Florida Building
Code and the High Velocity Hurricane Zone of the Florida Building Code.
PRODUCT DESCRIPTION
Product Dimensions Test Product Description
Specifications
Certainteed Landmark TL 13%" x 40" TAS 110 A heavy weight, dimensional asphalt shingle.
Manufacturi ng
Locations#1, 2
MANUFACTURING LOCATION
1. Freemont, CA.
2. Oxford, NC
EVIDENCE SUBMITTED
Test Agency
Underwriters Laboratories, Inc.
PRI Asphalt Technologies, Inc.
PRI Construction Materials Technologies
LIMITATIONS
Test Identifier
Test Name/Revort
Date
TAS 107
01NK48206
12/18/01
Letter
R684
01/28/02
TAS 107
09CA24052
10/17/09
ASTM D 3462
11NK08333
04/15/12
TAS 100
CTC-003-02-01
12/14/01
TAS 100
CTC-085-02-01
07/06/11
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. Shall not be installed on roof mean heights in excess of 33 ft.
3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9N-3 of the Florida Administrative Code.
MIAMI•DADE COUNTY
,...IM,
NOA No.: 11-0824.05
Expiration Date: 11/16/16
Approval Date: 05/24/12
Page 2 of 4
INSTALLATION
1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115.
2. Flashing shall be in accordance with Roofing Application Standard RAS 115
3. The manufacturer shall provide clearly written application instructions.
4. Exposure and course layout shall be in compliance with Detail W, attached.
5. Nailing shall be in compliance with Detail W, attached.
LABELING
1. Shingles shall be labeled with the Miami -Dade Seal as seen below, or the wording "Miami -Dade County
Product Control Approved".
BUILDING PERMIT REQUIREMENTS
1. Application for building permit shall be accompanied by copies of the following:
1.1 This Notice of Acceptance.
1.2 Any other documents required by the Building Official or the applicable code in order to properly
evaluate the installation of this system.
NOA No.: 11-0824.05
Expiration Date: 11/16/16
Approval Date: 05/24/12
Page 3 of 4
C
DETAIL A
Eaves
Edge
DETAIL B
CertainTeed Landmark TL
13 1/4" x 40" LAMNATED SHINGLE
All dimensions are in inches.
13 1/2 13 13 1/2
1 1
13 1/4
1/8 =Exposure
END OF THIS ACCEPTANCE
NOA No.: 11-0824.05
Expiration Date: 11/16/16
Approval Date: 05/24/12
Page 4 of 4
OFFICEUSEONLY:
DATE FILED: 3 2 1 �7,0/
REVISION FEE: 15 .O Z
PERMIT # A//) — U 2— y
RECEIPT # I o r.!f;).1
PLANNING & DEVELOPMENT SERVICES (9
BUILDING & CODE REGULATION DIVISION sf, ��ti
2300 VIERGINIA AVENUE
FORT PIERCE, FL 34982-5652®~
(772) 462-1553 FAX (772) 462-1578 cm
O
APPLICATION FOR BUILDING PERMIT REVISIONS �y
PROJECT INFORMATION
1. LOCATION/SITE
ADDRESS: //Z Ah "4*IU .1 /} At(e
-pi Sr 4vc)-- Fy 3-'1983
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
-PUS I4LL ale I1jL-- ROOF -6 v
3.
4.
5.
STATE of FL REGJCERT. #:
BlWi41Dfi IQ/:\uI_or,
ST. LUCIE COUNTY CERT. #.
QUALIFIERS NAME: 1
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIIVIE): FAX:
r SAI i/: 11 I miI I
NAME: eRo )J e r+
ADDRESS: j/2, ` li
CITY: 97' S T-
PHONE: (77; 1 Z
ARCHITECT/ENGINEER INFORMATION:
NAME: _
ADDRESS: _
CITY: _
PHONE (DAYTIME):
STATE: fL ZIP: 3 ld/98S
FAX: /688) s(09 - /0 58
STATE:
ZIP:
FAX:
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
f
CBUCK Engineering
Specics"'W Structural Erlgineerinq
Evaluation Report
"5-V Crimp"
Metal Roof Assembly
CBUCK, Inc. Certificate of Authorization #8064
Manufacturer:
Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
for
Florida Product Approval
# FL 17022.1
Florida Building Code 2010
Per Rule 61G20-3
Method: 1- D
Category: Roofing
Sub - Category: Metal Roofing
Product:
"5-V Crimp" Roof Panel
Material:
Steel
Panel Thickness:
26 gauge
Panel Width:
24"
Support:
Wood Deck
Prepared by:
James L. Buckner, P.E., SECB
Florida Professional Engineer# 31242
Florida Evaluation ANE ID: 1916
Project Manager: Youry Demosthenes
Report No. 14-115-5V-S6W-ER
Date: 4 / 28 / 14
Contents:
Evaluation Report Pages 1-7
CBUCK, Inc.
1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403
Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net
-14
FL fi: FL 17022.1
Date: 4 / 28 / 14
g PagertNo.:24of�5-SV-S6W-ER
CBUCK Engineerin
Spectcalty Structural Encjlneerinq CBUCK, Inc. Certifimte of Authorization #8064
Manufacturer: Extreme Metal Fabricators, I LC.
Product Name: "S-V Crimp"
Product Category: Roofing
Product Sub -Category Metal Roofing
Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d)
Product/System "54 Crimp" Roof Panel
Description: 26 gauge steel roof panel mechanically attached to Wood Deck with screws.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1.
Roof Panel
2.
Fasteners
3.
Underlayment
4.
Insulation Board (Optional)
Support: Type:
Wood Deck
(Design of support and its attachment to support framing is outside the scope of
this evaluation.)
Slope:
Description:
• 15/32" or greater plywood,
• or Wood plank (min. specific gravity of 0.42)
Minimum slope shall be in accordance with manufacturer's recommendations,
FBC Section 1507.4.2 and applicable code sections.
Performance: Wind Uplift Resistance:
• Design Uplift Pressure (ASD): - 86 PSF
(Refer to "Table A" attachment details herein)
s:.
FL FL17022.1
Date: 4 / 28 / 14
g Page Report No.: 3 of 75-SV-56W-ER
CBUCK Engineerin
Specialty Structural Encalneerinq CBUCK, Inc. Certificate of Authorization #8064
Performance The product described herein has demonstrated compliance with:
Standards: • UL580-06 — Test for Uplift Resistance of Roof Assemblies
• U L 1897-04 — Uplift test for roof covering systems
Code Compliance: The product described herein has demonstrated compliance with Florida
Building Code 2010, Section 1504.3.2.
Evaluation Report This product evaluation is limited to compliance with the structural
Scope: requirements of the Florida Building Code, as related to the scope section to
Florida Product Approval Rule 61G20-3.001.
Limitations and • _Scope of "Limitations and Conditions of Use" for this evaluation:
Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical
documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance
with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building
Commission is the authority to approve products under "Optional
Statewide Approval'.
• Ootion for application outside "Limitations and Conditions of Use"
Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific
approval by the local authorities having jurisdiction in accordance with the
alternate methods and materials authorized in the Code". Any modification
of the product as evaluated in this report and approved by the Florida
Building Commission is outside the scope of this evaluation and will be the
responsibility of others.
• Design of support system is outside the scope of this report.
• Fire Classification is outside the scope of Rule 61G20-3, and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade & Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity through Keystone Certificat&AM Am
Fitt
FBC Organization
I D# QUA 1824).
COPY
FL #: FL 17022.1
Date: 4 / 28 / 14
C®UCK Engineserinq Page Report No.: 4 of 75-SV-56W-ER
Spxica ty StvuC_ture3l Engineering CBUCK, Inc. [ertijicote of Authorization N8064
Components/Materials Roof Panel: 5-V Crimp
(by Manufacturer): Material: Steel
Thickness: 26 gauge (min.)
Panel Widths: 24" (max.) Coverage
Rib Height: 5/8"
Yield Strength: 40 ksi min.
Corrosion Resistance: Per FBC Section 1507.4.3
Fastener:
Type: Hex -Head Wood Screw with WSW
Size : #9 x 1-1/2"
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME B18.6.1
Underlayment:
Per roofing manufacturer's guidelines in compliance with FBC Section 1507.4.5
Insulation (Optional):
Type:
Thickness:
Properties:
Density:
Or Compressive Strength
Rigid Insulation Board
3" (max.)
2.25 pcf (lbs/ft3) min.
20 psi min.
Insulation shall comply with FBC Section 1508. When insulation is incorporated,
fastener length shall conform to penetrate thru bottom of support a minimum of
3/16".
P
r5c.
r
FL#: FL17022.1
Date: 4 / 28 / 14
C14-11
SUCK Engineering Page Report No•: 5 of 75-5V-S6W-ER
Specidirw Structurc9l Engineering CBUCK, Inc. Certificate of Authorization #8064
Installation: Installation Method:
(Refer to'TABLE A" below and drawings on Pages 6-7 of this evaluation report.)
• Fastener Spacing: Refer to'TABLE A"Below
(attached to the tops of the V's for a total of 3 screws across the width of the
panel.)
• Row Spacing: Refer to "TABLE A" Below
(along the length of the panel)
• Minimum fastener penetration thru bottom of support, 3/16".
• For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
Of 9=0
Design Pressure (ASD):
- 86 PSF
Fastener Spacing:
12" o.c.
Row Spacing:
16" o.c.
Install the "5-V Crimp" roof panel assembly in compliance with the installation
method listed in this report and applicable code sections of FBC 2010. The
installation method described herein is in accordance with the scope of this
evaluation report. Refer to manufacturers installation instructions as a
supplemental guide for attachment.
Referenced Data: 1. UL580-06 & UL 1897-04
By Architectural Testing, Inc. - West Palm Beach, FL
(FBC Organization #TST ID: 1527)
Report No.: D5893.01-450-18, Date: 05 / 02 /14
2. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID# QFit)
Inv AOh
Extreme Metal Fabricators, Inc. Licensee #974
3. Certification of Independence 0
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # AN 1916)
FL #: FL 27022.1
Date: 4 / 28 / 14
Page Report No.: 6 of 75-SV-56W-ER
CBUCK Engineering
SPeOdlty StruCFurcsi Englneerinq CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Extreme Metal Fabricators, LLC.
"5-V Crimp" (26 gauge steel) Roof Panel attached to Wood Deck
i
518 "
F
Drawings
24" Maximum Net
Panel Profile
Nominal 12" o.c. I Nominal 12" o.c.
Fastener Spacing
Across Panel Width
#9 Hex -Head Screw with WSW
Spaced 12" across the Panel
Typical Assembly Profile View
(Typical Fastening Pattern Across Width - Interior)
FL #: FL 17022.1
Date: 4 / 28 / 14
CBUCK Engineering Pagert No.: 7 of;S-SV-56W-ER
Sppclalty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Extreme Metal Fabricators, LLC.
"S-V Crimp" (26 gauge Steel) Roof Panel attached to Wood Deck
-15/32" or greater Plywood, or Rigid Insulation
- Wood plank Thickness: 3" Maximum
Typical Roof Assembly
Isometric View
TABLE "A"
Design Pressure (ASD):
- 86 PSF
Fastener Spacing:
12" o.c.
Row Spacing:
16" o.c.