HomeMy WebLinkAboutSUBMITTED PAPERSDATE: FEES DU... RECEIPT #: Permit #: 423,
Planning & Development Services Department
Building & Code Regulation Division 7�02300 Virginia Avenue
Ft. Pierce, FL 34982-5652
Tel. 772-462-1553 S C%JVE
APPLICATION FORROOF PERMITSEE REVERSE SIDE FOR SNSTRUCTIONS
S t ! uc/ CG, ,
1. Location/Site Address: d (ALL C DE LA G OS r7�s,
2. Parcel ID Number: 130/" /// - 000/- voo -S
Office Use
Only
Section
Township
Range
Map Page
Zoning
Land Use
i Initials
3. Description of Project or Work Activity: gcoe) C S1 //IYGL.F 4CV r - _27L)Sr4te_ J6 G'A METAL da)rF
4. Total Roof Area (square feet): 90,1 5. Roof Pitch: c:,9 A / �12
6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle
[ ] Tar & Gravel [ ] Modified Bitumen V] Other /-/t A L
[ x] Product Approval required for all types of Roofing Material (2 Sets)
] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product
Approval attached
Roof Mitigation per F.S. 553.844 will be required.
7. Owner Information 8. Contractor Information
Name: PA 7"T(/ SLJC E`F
Address: 98 (ALCC- DCZ Z4GCS
City: ql P/ Cie C E State: FL
FL Reg/Cert #: (IOW
County Cert #: 95P 9
Business Name: B/G t 4 KE 9cb4r_M1G _� eFPAIRZ
Zip: 3`iSS J Phone: 97a -f 7- 0.3Cell Phone: e 63- (,3Y- )/2 y
D G
9. Value of Construction: S 'y�% 50 —
"Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval.
CONTRACTOR/OWIN ER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be
done in compliance xi r all applicable laws regulating construction and zoning.
JO S6-o14 f/- BAXE2 04$2-.
PRINT QUALIFIERS/OWNERS NAME SIGNATURIf OF QUALIFIER/ONVINEIZ
STATE OF FLORIDA, COUNTY OF 5T. LUCW /
ACKNOWLEDGED BEFORE ME THIS 7 DAY OF J/)/✓0A/1(,20_2(/� BY �osri� �- 1341�12�11e -
WHO IS PERSONALLY KNOW7,,4�_TO ME OR HAS PRODUCED AS IDENTIFICATION
IVIIn 9r0 VIKKI LYNN AARON
SIGNATURrOk XOTARY TYPE OR PRINT NA2%IE OF NOTARY (seal) d f MY COMMISSION #FF007113
COMMISSIONNUMBER"�•','F'csti°PPt EXPIRES July 1, 2017
(w) 398-cm FlorldallotaryService.com
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF CONIMENCENIENT NIAY RESULT IN YOUR PAYING TWICE
FOR INIPROVENIENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR
ATTORNEY BEFORE RECORDING -YOUR NOTICE OF COMMENCEMENT.
Revised 4/26/2010
Property Appraiser - St.Lucie County, FL
http://www.paslc.org/paslc/prc.asp?prclid=130111100010005
r
Wynne Building Corp
Record: I of 5
Property Identification
Site Address:
14 LA VILLA WAY B
Secfrown/Range:
01 :34S :39E
Map ID:
13/01 N
Zoning:
PUD
PROPERTY RECORD CARD
<<Prev Next» Spec.Assrmt Taxes
Parcel ID: 1301-111-0001-000-5
Account#: 317
Use Type: PRKGIMOBILE
City/Cnty: Saint Lucie County
Exemptions Permits Horne Print
r I
Ownership and Mailing
Legal Description
Owner.
Wynne Building Corp
134 39 E 1/2-LESS AS IN ORS 2639-2,263: 2652-2429: 2664-2695:
Address:
12804 SW 122nd Ave
2678-378,381: 2688-516: 2701-276: 302
Miami FL 33186-6203
More...
Sales Information
Assessment 2013 Total Land and Building
Date Price
Code Deed
Book/Page 2013 Final: 27730500 Land Value: 9330000 Acres: 314.94
1/1/1980 950000
00 CV
0324 / 2491 Assessed: 27730500 Building Value: 18400500
11/1/1978 390000
00 CV
0307 / 1544 Ag.Credit: 0 Finished Area: 20125 SgFt
Exempt:
Taxable:
Taxes: 561606.39
BUILDING INFORMATION
Exterior Features
View:
-
RoofCover:
-
RoofStruct: -
ExtType:
MHPK
- MH Parks YearBit:
1982
Frame: -
Grade:
C - C
EfIYrBft:
1982
PrimeWall: -
StoryHght:
0010 -
1 Story
No.Units:
1244
SecWall: -
Interior Features
BedRooms:
1
Electric:
-
PrmintWall: -
FullBath:
0
HeatType:
-
AvgHt/Fl:
1/2Bath:
0
HeatFuel:
-
Prm.Flors: -
%AIC:
0
%Heated:
0
%Sprinkled: 0
Special Features and Yard Items
Land Information
Type
Y/S Qty.
Units Qual. Cond.
YrBlt.
No. Use Type
Type Measure Depth
CNC2 - CONCRETE LOW
Y 1
7200 AV
AV
1982
1 2800-PRKG/MOBILE
176 -Site 1236
CNC2 - CONCRETE LOW
Y 1
5952 AV
AV
1982
FEW - CHAINLINK 10
Y 1
200 AV
AV
1982
FEN4 - CHAINLINK4'
Y 1
160 AV
AV
1982
FEN6 - CHAINLINK 6'
Y 1
665 AV
AV
1982
ASP1 - ASP1 HIGH
Y 1
199380 AV
AV
1982
CSAV - COM POOL AVG
Y 1
2720 AV
AV
1982
PA01 - POOL DK-AVG
Y 1
6304 AV
AV
1982
CURB - CEMENT CURB
Y 1
695 AV
AV
1982
ASP1 - ASP1 HIGH
Y 1
360000 AV
AV
1982
1 of 2
1/19/2014 10:03 AM
JOSEPH E. SMITH, IRK OF THE CIRCUIT COURT — SAI LUCIE COUNTY
FILE # 3918490 C4:-OOK 3598 PAGE 987, Recorded 24/2014 at 03:36 1
Permit No.
NOTICE OF COMMENCEMENT
Tax Folio No. 1301-111-0001-000-5
State of Florida County of St. Lucie
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,
the following information is provided in this Notice of Commencement.
Legal Description of Property: (and street address if available): 98 Calle del Lagos
1-34-39
General description of improvement: Re —roof
Owner Information c r Lessee information if the Lessee contracted for the improvement:
Name Patty Sweet
Address _98 Calle del Lagos Fort Pierce, FL 34951
Interest in property:_ owner
Name and address of Fee simple titleholder (if different from Owner listed above):
Wynne Building Corp. 12804 SW 122nd Avenue Miami. FL 33186-6203
Contractor's Name: Big Lake Roofing & Repairs
Contractor Address: 2699 NW 16th R1vd. Phone Number. 861-763-7663
Okeechobee, FL34972
Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $
Name and address: not applicable Phone number:
Lander Nams: not apnl t cahl a Phone Number:
Lenders address:
Parsons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by section
7313(1) (s)7., Florida statutes:
Name:
Address:
Phone Number:
In addition to himself or herself, Owner designates
Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes.
Phone number of person or entity designated by owner:
to receive a copy of the
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of
my knowledge and belief.
-. .�
(Signature of 0 ner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager
l, VIKKI LYNN AARON
Patty Sweet, owner :f1
(Signatory's Title/Office) i MY COMMISSION MFPo071t3
'e;FM1d� EXPIRES July 1, 2017
The foregoing instrument was acknowledged before me this 17 thday of Jan 2014, ao ascots 1 FlorldeNotanrSarvleo.com
By Patty Sweet as owner for Patty Sweet
Na a ofl,erson Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed
(Signature of N tary ublic - State of Florida)
(Print, Type, or Stamp Commissioned Name of Notary Public)
Vikki Lynn Aaron
Personally known X or produced Identification`
Type of Identification produced
STATE OF FLOR DA
ST. LUG CQNTY
THIS I {C CERTIFY THATTHI IS
TRUE A CORRE ` COON OF TI
ORIGINA
C R'
Gu• �, U
Dete•
J c1.'2014 r .
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Florida Building Code Online
FloNda Npafi ent
Businesc(w)
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:.� FI
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Product Approval Menu > Product or Application Search > Application List > Application Detail
"?r - FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who
developed the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
THESE PLANS AND ALL PROPOSED WORK
FLRi ARE SUBJECT TO ANY CORRECTIONS
2010 Revvisionision REQUIRED BY FIELD INSPECTORS THAT
Approved MAY BE NECESSARY IN ORDER TO
Approved COMPLY WITH ALL APPLICABLE CODES.
ICI
Gulf Coast Supply & Manufacturing, LLC.
4020 S. W. 449th Street
Horseshoe Beach, FL 32648
(352)498-7852
ray@gulfcoastsupply.com
Ray Bowen
ray@gulfcoastsupply.com
U - L
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIANC
REVIEWED BY
Roofing DATE 4
Metal Roofing PLANS A D PER IT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
Evaluation Report from a n a egistered Architect or a Licensed
Florida Professional Engineer
® Evaluation Report - Hardcopy Received
Terrence E. Wolfe
CONO D FASTENERS ORATTACH
PE-44923 ARC THE {RUPPO0I8II ITV OF THE
Keystone Certifications, Inc. C�NI(V'IVJQR OF t�VY� 04/12/2014 I
Locke Bowden
[«`1 Validation Checklist - Hardcopy Received
FL11651 R1 COI Letter of Certif.odf
FL11651 R1 COI Letter of Name change.pdf
Standard
Year
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frrZeCSHgw99R5... 1 /30/2014
Flgrida Building Code Online
M
FM 4471
1995
FM 4471
2010
TAS 100
1995
TAS 125
2003
UL1897
2004
UL 580
2006
Equivalence of Product Standards
Certified By
Sections from the Code 11"LE
COPY
Product Approval Method Method 1 Option D
Date Submitted
02/15/2012
Date Validated
02/23/2012
Date Pending FBC Approval
02/29/2012
Date Approved
04/03/2012
Summary of Products
Go to Page 0 0 Page 2/ 2 0 0
FL.#
jModel, Number or Name
Description
11651.21
26 Ga. Tuff Rib
26 Ga. Tuff Rib 36" Wide over 1 x 4 Wood Pulins over
1115/32"
Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 Rl II 26 Ga. Rib overlx4 purlins NONHVHZ
details.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +N/A/-164.2PSF
Created by Independent Third Party: Yes
Other:-109.25 psf @ 24" o.c. fasterner spacing. -
Evaluation Reports
164.25" psf @ 12" o.c. fastener spacing. Install per
FL11651 R1 AE 26 Ga. Rib Panel over 1x4 NON HVHZ
Roof 2010 format.pdf
manufacturers details. Not for use in HVHZ Zones.
Created by Independent Third Party: Yes
1165}i.
26iGa. TiuffRib
26 Ga. Tiuff Rib 36" W,ide over 15/32" Plywood
--
Limits of t)se
-
Installation Instructions
Approved for use in HVHZ: No
FL11651 R1 II 26 oa. Rib over .5 plywood NONHVHZ
details.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +N/A/-159.2PSF
Created by Independent Third Party: Yes
Other: -69.25 psf @ 24" o.c. fastener spacing.-159.25
Evaluation Reports
psf @ 12" o.c. fastener spacing. Install per
FL11651 R1 AE 26 Ga. Rib Panel over .5 Plywood NON
HVHZ Roof 2010 format.pdf
manufacturers details. Not for use in HVHZ Zones.
Created by Independent Third Party: Yes
11651.23 1126 Ga. Tuff Rib
26 Ga. Tuff Rib Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11651 R1 II 26 Aa Rib over .5 plvwood HVHZ
Details.Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +N/A/-159.2PSF
Created by Independent Third Party: Yes
4 Other: -71.75 psf @ 24" o.c. fastener spacing.-159.25
Evaluation Reports
psf @ 12" o.c. fastener spacing. Install per
FL11651 R1 AE 26 Ga. Rib Panel over .5 Plvwood
HVHZ Roof 2010 format.pdf
manufacturers details. For use in HVHZ Zones.
Created by Independent Third Party: Yes
11651.24
26 Ga. Tuff Rib
26 Ga. Tuff Rib Roof Panel over 1x4 Wood Purlins over
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frZeCSHgw99R5... 1 /30/2014
Florida Building Code Online
II
1115/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11651 R1 II 26 Ga. Tuff Rib over 1x4 and plywood
details.pdf.
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +N/A/-164.2PSF
Created by Independent Third Party: Yes
Other:-106.75 psf @ 24" o.c. fastener spacing.-164.25
Evaluation Reports
psf @ 12" D.C. fastener spacing. Install per
FL11651 R1 AE 26 Ga. Rib Panel over 1x4 HVHZ Roof
2010 format.odf
manufacturers details. For use in HVHZ Zones.
Created by Independent Third Party: Yes
11651.25
29 Ga. Tuff Rib
29 Ga. Tuff Rib 36" Roof Panel Wide over 1 x 4 Wood
�Purlins over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R1 II 29 GA. Rib over 1x4 purlins NonHVHZ
Details.i3df
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +N/A/-123.5PSF
Created by Independent Third Party: Yes
Other: -76.75 psf @ 24" o.c. fastener spacing. -123.5
Evaluation Reports
psf @ 24" D.C. fastener spacing. Install per
FL11651 R1 AE 29 Ga. Rib Panel over 1x4 NON HVHZf
2010 .odf
manufacturers details. Not for use in HVHZ Zones.
Created by Independent Third Party: Yes
11651.26 29 Ga. Tuff Rib
29 Ga. Tuff Rib 36" Wide over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL11651 R1 II 29 Ga. Rib Panel over.5 Plywood NON
HVHZ details.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +N/A/-146.OPSF
Created by Independent Third Party: Yes
Other: -71.75 psf @ 24 D.C. fastener spacing. -146.0
Evaluation Reports
psf @ 12" o.c. fastener spacing. Install per
FL11651 R1 AE 29 Ga. Rib Panel over .5 Plywood NON
HVHZ Roof 2010 .pdf
manufacturers details. Not for use in HVHZ Zones.
Created by Independent Third Party: Yes
11651.27 1129 Ga. Tuff Rib
29 Ga. Tuff Rib Roof Panel over 1x4 Wood Purlins
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R1 II 29 Ga. Tuff Rib over 1x4 over shingles
Details.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Terrence E. Wolfe, P.E. 44923
CDesign Pressure: +N/A/-101.OPSF
Created by Independent Third Party: Yes
Other: -101.0 psf @ 24" o.c. fastener spacing. Install
Evaluation Reports
per manufacturers details. Not for use in HVHZ Zones.
FL11651 RI AE 29 Ga. Rib Panel over 1x4 NON HVHZ
Roof. pdf
Created by Independent Third Party: Yes
11651.28 1129 Ga. Tuff Rib
29 Ga. Tuff Rib Roof Panel over 7/16" OSB Decking
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R1 II 29 Ga. Tuff Rib over OSB details.pdf
Verified By: Terrence E. Wolfe, P.E. 44923
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-116.OPSF
Evaluation Reports
Other: -22.66 psf @ 24" D.C. fastener spacing. -116.0
FL11651 R1 AE 29 Ga. Rib Panel over OSB NON HVHZ
Roof 2010 format.odf
psf @ 6" D.C. fastener spacing. Install per manufacturers
details. Not for use in HVHZ Zones.
Created by Independent Third Party: Yes
Go to Page ? , .... Page 2 / 2
91 — ____7
099
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not
send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.
*Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department
with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2f rrZeCSHgw99R5... 1 /3 0/2014
Florida Building Code Online
record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.
To determine If you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
MR NN N M
r+e . A'F`�E
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frrZeCSHgw99R5... 1 /3 0/2014
FL# 11651.22 R1
Force Engineering & Testing Inc.
195301tamblewood Drive
Humble,TX 77338
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC.
16 Ga. Tuff Rib Roof Panel over 15132" Plywood
Florida Product Approval # 11651.22 111
Florida Building Code 2010
Per Rule 9N-3
Method: 1—D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 9N-3.005(1)(d)
NON HVHZ
Product Manufacturer:
GULF COAST SUPPLY & MANUFACTURING, I.I.C.
4020 S.W. 449`h Street
Horseshoe Beach, Florida 32648
Enaineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID:1920
Validator:
Locke Bowden, P.E., FL #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1— 4
,`�ti►Isllltrr��i
*1101,
CEMs<,p�i
STATE ofIL
: aC
,'�� �1�I Iti11►0��
February 22, 2012
FILE COPY
Force Engineering &Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2010, Sections 1504.3.2.
Product Description: Tuff Rib,'/" Rib Roof Panel, Min. 26 Ga. Steel, 36" Wide, through fastened roof
panel over 15/32" Plywood decking. Non -Structural Application.
Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2010 Section 1507.4.3. Paint finish optional
Yield Strength: Min. 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2010, Section 1507.4.3.
Panel Dimension(s): Thickness: 0.0185" min.
Width: 36"
Rib Height: %" major rib at 9" O.C.
Panel Rollformer: MRS Metal Rollforming Systems
Panel Fastener:
Substrate Description:
Design Uplift Pressures:
FL# 11651.22 R1
#9-15 x 1-1/2" HWH Woodgrip with sealing washing or approved equal
%" minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2010, Section 1506.6, 1507.4.4
Min. 15/32" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this
evaluation. Must be designed in accordance w/ Florida Building Code 2010.
Table "A"
Maximum Total Uplift Design Pressure:
f p
159.25 psf
Fastener Pattern:
9"
6.5"-2.5"-6.5"
Fastener Spacing: 1iP.c.
/ 12"O.C.
*Design Pressure includes a Safety Factor = 2.0.
C E N S F l A% .0
6
. �. .fit
tJo.4i4�
J(2
✓
'a • STATE OF ;
OF-1 1)
10
1.911, NA
February 22, 2012
Force Engineering & Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2010, Section 1504.3.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2010, as relates to Rule 9N-3.
Performance Standards: The product described herein has demonstrated compliance with:
■ UL 580-06 -Test for Uplift Resistance of Roof Assemblies
■ UL 1897-04 - Uplift Test for Roof Covering Systems
Reference Data: 1. UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No.117-0062T-07A, B, Dated 02/19/2007
2. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization # ANE ID: 1920)
Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 9N-3.00S (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2010, including Section
1507.4.2 and in accordance with Manufacturers recommendations. For slopes
less than 3:12, lap sealant must be used in the panel side laps.
Installation: Install per manufacturer's recommended details.
Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2010 Section
1507.4.5.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
FL# 11651.22 R1
%
+,'111111rff1!!!I
NBC E, Z. WD ii�
C E k41
No. 47
-a • STATE OF :or Z.
� ?
mum
February 22, 2012
rFor7ceEn7�g�ineefi�ngTesting Inc.
19530 Ramblewood Drive
Hurnble,TX 77338
Design Procedure: Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2010 for roof cladding
wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference in his drawings for proper fastener
FL# 11651.22 RI
attachment to his structure and analyze the panel fasteners for pullout and
pullover. Support framing must be in compliance with Florida Building Code 2010
Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading.
CEHSFl�,�i
No. h{R�?
STATE OF ; a
aim ��j s% ' ' ... • EN�
i�I'F0 AL 1,1to 0
February 22, 2012
K#
Asmussen Engineering LLC.
Engineering & Environmental Services
P.O. Box 1998, Okeechobee, FL. 34973-1998 Office: (863) 763-8546 Fax: (863) 467-8560
Memorandum
Date: January 22, 2014
To: St. Lucie County Building Department
Joe Cicio — Building Official
2300 Virginia Avenue
Ft. Pierce, FL. 34982-5652
From: Loris C. Asmussen, P.E.
Subject: Patty Sweet
98 Calle Del Lagos
Fort Pierce, FL. 34951
W.
ti I6a
ii
1984 Twin Manor (24' x 37') Vehicle ID No. T23917518 A/B
This memorandum is being provided to address re -roofing of an existing 1984 mobile home located
at the address mentioned above (St. Lucie County). Proposed is Tuff Rib Roof Paneling (26GA
metal — FL 11651.22R1) as a replacement to the originally manufactured roof, with Tamko
Underlayments (FL 12328-R2). Attached are product approvals for this product and underlayment
(including attachment methodology for the rib panels, as well as, underlayment). The roof product
is manufactured by Gulf Coast Supply & Manufacturing, Inc. The product approval for the metal
roof (#I 1651.22R1) is attached for your review and approval (Engineer Evaluator Terrence E.
Wolfe, P.E. and Validated by Locke Bowden, P.E.).
Based on my review of this proposed project, including product approvals and loads for which the
above -referenced structure will be exposed to at this location in St. Lucie County (160 mph 3-
second gust and exposure "C"), the project is found to be in substantial compliance with the 2010
Florida Building Code.
Please contact my office at (863) 763-8546 with any additional comments or questions regarding
this structure. Thanks for your attention to this matter.
Sincerely,
Loris C. Asmussen, P.E.
Principle
Enclosed Correspondence
C: Sweet File
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Code Version
2010
FL#
12328.10
Application Type
ALL
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ALL
Category
ALL
Subcategory
ALL
Application Status
ALL
Corrpriance Method
ALL
Quality Assurance Entity
ALL
Quality Assurance Entity Contract Expired
ALL
Product Model, Number or Name
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Product Description
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Approved for use in HVHZ
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Approved For use outside HVHZ
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Impact Resistant
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_Q w h 12=c Itc _ A. 1;Fv,...,.
FLr=t
I TVpE
Manufacturer
I Validated fLV
i Status
FL12328-R2
Revision
TAMKO Building Products, Inc.
Robert J. M. Nieminen, PE
I Approved
History
FL#:.FL12328.10
Model: No. 30 UL
(203) 262-924S
f
!
Description: Asphalt saturated organic felt
jl
Category: Roofing
Subcategory: Undedayments
j
!!
FL12328-113
Editorial Change I
TAMKO Building Products, Inc.
Robert J. M. Nieminen, PE
Pending FEC Approval
FL#: FL12328.10
(203) 262-9245
j
Model:.No. 30.UL
Description: Asphalt saturated organic felt
,Category:
Roofing
_
Subcategory: Underlaynents f
;Approved by DBPR.
Aoorovals by OBPR
shall be revie d and —rirod K. me onr
Contact Us :: 1940North Monme Street, Tallahassee FIL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Sopvripht 2007-2010 State of Florida :: Privacy Statement:: Accessibility Statement.::. Refund Statemen!
Under Florida late, email addresses are public records. If you do not rant your e-mail address released In response to a publiL-records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail_ If you have any questions, please contact 850.487.1395. -Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee
under Chapter 455, F.S., please didc here .
Product Approval Accepts:
Acc
a.1iAM E M
sccuritv,Ti i,rn ,
www:floridabuilding.org/pr/pr app Istaspx 111
BUILDING PRODUCTS
UNDERLAYMENT: An underlayment .consisting of asphalt saturated felt must be
applied over the entire deck before the installation of TAMKO shingles. Apply the felt
when the deck is dry. On roof decks 4 in. per foot and greater apply the felt parallel to the
eaves lapping each course of the felt over the lower course at least 2 in. Where ends join,
lap the felt 4 in. If left exposed, the underlayment felt may be adversely affected by
moisture and weathering. Laying of the underlayment and the shingle application must be
done together.
CORPORATE HEADQUARTERS
220 W. FOURTH STREET P.O. BOX 1404 JOPLIN, MO 64802-1404 800-641-4691
tamko.com
1
ACCREDrTED
ZONSTRUCTION
TECWNOLOGIES
U0,
r L- efBORATQI IC TEST 4�E'E?ORT "-.
Report for. Tamko Suilding:Products, Inc.
220 W. 4th Street
Joplin, MO 64802
Attention: * Kern. Eden -
Date: January 8, 2009
Product Name:
No. 30 UL
Manufacturer: Tamko
Date Received:
December 31, 2008
Source: Tamko
PRI Report No.:
TAP-219-02-01
Metro -Dade Notification No.: PR108124
Subject: The purpose -of this project was -to performance properties of Tamko Building products No.
3.0 UL (No. 30, Type 11) asphalt felt for compliance with Florida Building Code 2004 and 2007
(HVHZ) Testing Application Standard (TAS) 110 2000: TESTING REQUIREMENTS FOR
PHYSICAL PROPERTIES OF ROOF MEMBRANES, INSULATION, COATINGS, AND
OTHER ROOFING COMPONENTS, Section 2.2: Roofing Components within asphalt built-up
and modified bitumen roof assemblies, and Florida Building Code 2004 and 2007; Sections
-15072:3. 1607.3.3, 1507.5.3, and 1507.7.3: Underlayment using ASTU D 226-97a and
ASTM D 226-06: Standard Specification forAsphalt Saturated Organic Felt Used in Roofing
and Waterp oo-ling, Type II.
Test Methods: The test methods. -used included - those found in - FBC TAS 110 2060: TESTING
REQUIREMENTS -FOR PHYSICAL PROPERTIES OF ROOF MEMBRANES, INSULATION,
COATINGS, AND OTHER ROOFING COMPONENTS and including: ASTM D 226: Standard
Specification forA. sphalt-Saturated Organic Felt Used in Roofing and Waterproofing; ASTM D
146: Standard Test Methods for Sampling and Testing Bitumen -Saturated Felts -and Woven
Fabrics for Roofing and Waterproofing; ASTM. D 727:. Test Method for Kerosine Number of
Roofing and Flooring Feltby-the -Vacuum Method
Sample . The sample received from Tamko Building Materials on December 31, 2008 was a full factory
Description: - labeled'roll of felt.
TAP 219-02-01 - PRI Accreditetions: IAS-ES TL-189• State of FlondaTST5878• Metro-Dade.Q6-1.116.02; CRRC
Thetest results, opinions, or interpretations are based on the materialsupplied by the client. This report is for the exclusive use of stated
client No reproduction or mile in any form can be made without the clients permission. This report shall not be reproduced except in
full without the written approval of this laboratory. PRI Construction Materials Technologies, LLC. assumes no responsibility normakes a
performance orwarranty statement for this material'or products and processes containing this material in connection with this report_
PRI ConsMaM M*Aab Technologies, LLa GM Badger (love Tampa. FL =18 Tel: 8*6214TU Fax 813b215840 a nw7 matetiaist�tln9�priu cmn 1M1IetS htlpJNrxs pdeml com
Tamko Building Products
Laboratory Test Report for No. 30 UL Saturated'Felt
PR108124
Page 2 of 2
Results -of Testing:.
Property
.- 11
MethodResult
Requirement
5. Materials and Manufacture
D 226
Pass.: nrs4Physicial o o%paiitc)e�rdte�gf;
i�equiirements
6.1 Table
�::,=.:`:-::_�=_:_:=•
.:.::-<:.�=--�'.::_ ... -
MD
69
40 min -
CMD
34
20 min
Pliability @ 77°F
D 146
Pass
No cracking
Loss on heating @ 221 OF, %
6A"t�bie 2-
D 146
3.0
4 max
Width of roll, in
D 146
36.2
35 t 0.7% or as agreed'
Area of roll, ft.Z
D 146
217.5
216 or 432 min or as agreed'
Moisture at point of manufacture, %
D 146
3.2
4.1 max
Net mass of saturated felt, Ib/100 f?
D 146
26
26 min
Mass of saturant, IbI100 if
D 146
15.5
15 min
Mass of desaturated felt, Ib/100 ft2
D 146
10.2
10 min
Ash, %
D 146
3.8
10.0 max
Saturation, %
D 146
152
150 min
6.2 Unroll @ 50 and 140'F
D 226
Pass
No -cracking. or sticking
6.3 Perforated felt
D 226
NA
Uniformly spaced perforations
7 Workmanship, Finish,
D 226
PASS
Thoroughly, uniformly saturated, no
Appearance
surfacing, free of visible defects
Ivoie l . yr as agreea upon oy purcnaser and seller.
Statement of Compliance:
This product complies vAth all of the requirements of Florida Building Code 2004 and 2007 (HVHZ) Testing
Application Standard (TAS) 110 2000: TESTING REQUIREMENTS FOR PHYSICAL PROPERTIES OF
ROOF MEMBRANES, INSULATION, COATINGS, AND OTHER ROOFING COMPONENTS, Section 2.2:
Roofing Components -within asphalt built-up and modified bitume roof.assemblies.-and.Florida.Building Code
2004 and 2007; Sections 1507.2.3,1507-3.3,1507-5.3, and 1507 7.3: Underlayment using ASTM D 226-97a:
Standard Specification forAsphalt-Saturated Organic Felt Used in Roofing and Waterproofing, Type II. The
product also complies with all of the requirements'of ASTM D 226-06: Standard Specification for Asphalt -
Saturated Organic Felt Used in Roofing and Waterproofing, Type 11. Limitations: None.
Signed: -
Donald C. Portfolio
President
Signed:
Duc T. Ng
Florida Registered Pro Tonal Engineer
P. E. Number. 65034
Date: //9Date:
TAP-219-02-01 PRI Accreditations: IAS-ESTL-189• State of Florida TST587.8• Metro -Dade 06-1116.02• CRRC
The test results, opinions. or interpretations are based an the material supplied by the client. This report is forthe exclusive use of stated
client. No reproduction orfacsimile in any form can be made without the clients permission. This report shall not be reproduced except in
full without the written approval of this laboratory. PRI Construction.Materials Technologies, I.L.C. assumes no responsiblitynormakes a
performance or warranty statement for this material or products and processes containing this material in connection with this report
PRI ConsiWon MaMlais 7echnWogles, LLC. 6908 Badger Drive Tampa, FL 33610 Tel: 813-621-FM Fax 813421.58d0 e•m20 M terraistes0ng A( pricmtmm WebSlte: h8pJAvww.pri a=
TAK0@ N0s30 UL PRODUCT DATA
_Asphalt saturated Organic Felt �
Manufactured in Joplin, MO, Frederick, MD,
and Green Cove Springs, FL
TAMKOO NO.30 UL SATURATED FELT
features a tough TAMKO organic felt that is
saturated with asphalt.
Accepted for use as an underlayment felt to be applied
over the roof deck prior to the installation of TAMKO f
asphalt shingles.F11 N.!F fxz�2i
[�il
n-.
U.L. Built -Up Type 30 Label
ASTM D 226, Type II
Roll Dimensions 72' X 36"
Coverage per roll 2 Squares
Laying Lines 2", 4", 17"
'All values stated as nominal
THIS PRODUCT IS SOLD "AS IS" WITHOUT WARRANTIES, EXPRESSED OR
.IMPLIED, INCLUDING THE .IMPLIED WARRANTIES OF MERCHANTABILITY OR
FITNESS FOR A PARTICULAR PURPOSE.
Visit our Web Site at tamko.com
CAUTION: Ttds prod. d ups wood dust Vlbod dust has been classtied as a `bloom" human cuc hogar by the Intarational Agency for Rsseardr
on Canoe QAW and the National Todcotogy Rogram. Tim pmduct also oantays ox tod mphalt Oczlpaborat expo to owd¢ed asphall and As
anissamdua"vrgroofrighavebe3cdassfied bytARCasa'probadehuman cvraagac".OncWdasphzftalso oorrtaisPott cydchornat cHydrocar6ons
same of0ilcrhavebeen classified byIA.RCasknavnorprobablehrn ncmanogens.Ttephyscalnahaeofttspudurctmayttdpriotanyutto.Boor
damalhaz2rdduring app5oationadlarramoval.Hoxsv�phyacdfarssrrhassawsg.grndngordffMdunfngdernoitian+orkandheat gorbuartirg
maycxzaasetheinharatlat ordemal expm irehazard offt produaTakep acartio s to p evettbreattM and crrrtdct vAtr slit_
' AmayaaDDl",
Central District
220 West4th St.
Joplin, MO
64801
800-641-4691
Northeast District
4500 Tamko Dr.
Frederick, MD
21701
800-368-2055
BUILDING PRODUCTS
Southeast District
2300 35th St.
Tuscaloosa, AL
35401
800-228-2656
Southwest District
7910 S. Central Exp.
_Dallas, TX
.752-16
.800-443-1834
TAMKO Logo, Roofer Logo and TAMKO'
Western District
5300 East 43rd Ave.
Denver, CO
80216
800-530-8868
are registered trademarks of
TAMK01 Building Products, Inc.
Information included in this
product data sheet %vas current at time of printing. To obtain a copy of
the
most current version of this product data sheet, visit us online at tamko.com or call us at 800-641-4691.
Rev. 0512012