HomeMy WebLinkAboutSUBMITTED PAPERSAWL
All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: Noll, �'�`U/%L� Permit Number:
SCANNED
BY
St. Lucie County
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Port Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential
PERMIT APPLICATION FOR:
ress. �� I • o I .k ' w; nd�TY--, � lT� W —
Legal Description:
Lot No.
Site Plan Name: Block No.
Project Name:
Setbacks Front Back: Right Side: Left Side:
kin 11
Zp O
/
Additional wor to be performed under this permit—c ec all that apply:
_Mechanical _Gas Tank _Gas Piping _Shutters _W,indows/Doors
Electric _ Plumbing _ Sprinklers _ Generator Roof
7
lT agtsoim•onc structiam�no Sq. Ft. of First Floor:
cr. -
sL CsruCtio •$OtJ Utilities: _Sewer _Septic Building Height:
Name /
Name:
Address: i //
N Ccj., '141
Company:
City: State�1
Address:
City: State:_
Zip Coder Fax:
Phone No. / 2 3- /yi��
Zip Code: Fax:
E-Mail:
Phone
Fill in fee simple Title Holder on next page (if different
E-
ate or County License:
from the Owner listed above)
If value of construction is 2500 or more, a RECORDED Notice of Commencement is required.
rla rzr� 3 ( r'- a,L�,�1 n t �t��N�
.ItI. �$kg a4F.)l��i'= "" 1 1�§fin,
:'.3,_ f«..d+,_a.n iv-
^ • � _. "� ry s '. - -ar`T"ic:,•. _r-c y�11 ^' t t
� � deg"s '`, }ua' �.'" � '•�r ? Uv*a��,,^,m
x_• '�.,i.. v.u..�. ......,�.... Gg�''�"::.v-...ot�,sM .....
MORTGAGE • MPANY: Not Applicable
_vL .,.�.a-._ .�'
• •• •
••Address:
Zip: Phone:
BONDING COMPANY: —Not Applicable
Address
• • •
•
•
OWNER/ CONTRACTOR AFFIDVIT: Application is herebypade 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 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 iobsite
before the tirst inspection It you intend
inancing, consult with lender or an attorney before
commencing wgrk or rer6ording your Not
'.'
mencement.
nature o er m/ Lessee
Q o
Signature of Contractor/License Holder
STATE OFF ORIDA
zA
E N
STATE OF FLORIDA
COUNTY OF
se
9m 9 m
COUNTY OF
N�
The forgoing instrument Was acknowledged bef
thi%2.i��day of �%! U .20& by
"!o �
The forgoing instrument was acknowle ed before me
this_ day of 20_ by
a
1-ail PLFDNXo
(Name of person acknowledging) �j
m'L1G�/!Al`
(Name of person ackno edging )
�/Y•s
(Signature Votary Public- State f Florida N
Notary Public -State of Florida )
y
Personally Known duced Identifi ition
wn OR Produced Identification
Typeof Identification Produce
/Persony
fication Produced
n�n�r//o/�iComm�n �
No`� (Seal)
o. (Seal)
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEATURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
RECEIVED
DATE
COMPLETED
Rev. 7/2014
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 lic sed
contractor who is not licensed to perform the work being done. Your construction must comply with all I
laws, ordinances, building codes, and zoning regulations. Initial
I understand that the building official and inspectors are not there to design or give advice on ho et
the minimum code. Initial
I understand that as an owner -builder that any contract disputes with sub -contractors and I must be dled
in a civil court with the advice of an attorney. This department will not mitigate any contract disputes.
Initia i
I understand that if I compensate any person or company for work performed they are require o be
licensed in this jurisdiction. If for some reason they do not possess a license, I maybe responsible and It f e
cost of the license. Initial
I understand that if any person that is unlicensed and uninsured gets injured on my construction oject-
they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and relat ical
cost, which could include loss of wages during recovery from their injury. Initia
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 the Building and
Department to t Florida St tepepartment of Professional Regulation. S' ned and now his
ZoningDepartment
of of 20
STATE OF FLORI
COUNTY OF , j
The foregoing instrument was a_knowledged before me thi��day of �%/ (/ ' , 20 /
by who is personally known to me, or who has
pro ced as identification.
Signature ofNo y Type o Print Name ofNotazy (Seal)
T;rle•Nntary Pu lic Com ission Number
SLCPDSD Revised 05/15/2014
-,'I?" AUDREY9.HUMPHREY
_.; .r WOOMMISSIOWEE061159
.. rg EXPIRES March 6, 2015
`�%rr.,%`P Bonded TNuNofaq Public Uaierwdters
Property Appraiser - St.Lucie ^---nty, FL
Page 1 of 1
PROPERTY RECORD CARD
Luis Martinez Record:1 of
«Pmv Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
,�1,UCIECo
Site Address: 4911 Southwind Tri
ParceIID:
1418-244-0005-000-1
�?<
Sec/Town/Range: 18:34S:40E
AG�
Account#: 8006
Map to: 14/18N
Use Type:
SF Res
Zoning: AR-1
City/Cnty:
�,
Saint Lucie County �. '�
Ownorship and Mailing
Legal Description
Owner. Luis Martinez Cathy
Martinez
18 34 40 NE 114 OF SE 1/4 OF SE 114 OF NW 1/4-LESS E 30 FT -
Address: PO Box 690024
(2.32 AC) (OR 1445-218: 1426-466)
Vero Beach FL 32967
Sates Information
Assessment 2014 Total Land and Building
Date Price Code
Deed
Book/Page
2014 TRIM: 214300 Land Value: 59700 Acres: 2.32
10/5/2001 8500 00
WD
1445 / 0218
Assessed: 200666 Building Value: 154600
8/7/1998 100 04
WD
1166 / 1342
Ag.Credit: 0 Finished Area: 2532 SgFt
8/8/1997 100 01
QC
1094 / 1830
Exempt: 50000
10/1/1974 6000 00
CV
0234 / 2101
Taxable: 150666
Taxes: 3172.67
BUILDING INFORMATION
7771
Exterior Features
wA
View: -
RoofCover:
SD - Dim Shingle
RoofStmct:
GA -Gable
ExtType: HC-HC
YearBit:
2002
Frame:
-
Grade: C-C
EffYrBIt:
2002
PdmeWall:
LG - Logs
StoryHght: 0020 - 2 Story
No.Units:
1
SecWall:
LG - Logs
Interior Features
BedRooms: 4
Electric:
MX-MAXIMUM
PrnlntWall:
DW-Drywall
FullBath: 2
HeatType:
FHA - FrcdHotAlr
AvgHt/FI:
1/2Bath: 1
HeatFuel:
ELEC- Electric
Prm.Flors:
HW- Hardwood
%A/C: 100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type Y/S Qty.
Units Qual. Cord.
YrBlt.
No. Use Type
Type
Measure
ENC2 - POOL ENC-AVG Y 1
1064 AV AV
2010
1 0100SF Res
125 -Acres
2.32
SWAV - RES POOL AVG Y 1
512 AV AV
2010
PA02 - POOL DK-GOOD Y 1
552 AV AV
2010
Depth
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/prc.asp?prclid=141824400050001 11/24/2014
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 4027035 OR T300"-•7003 PAGE 2249, Recorded 12/31/2014 at 09:57 AM
NOTICE OF COMMENCEMENT
Permit No. lei I1 ' n-3l U Tatt Fano No.
State of Florida County of St. Lude
The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,
the following infannadon Is provided in this Nam of Commencement.
improvement:
Name
Address
mceresr in ProamY:
Name and address offee�e// simple titleholder Of different from Owner listed above):
Centractcr's Name: zw c�
ContmdorAddress, Phone Number:
Surety (if applicable, a copy of the payment bord is attached): Amount of bond: $
Nameandaddress: Phn—rinnhar-
Lender's address:
Persons within the State of Florida designated by Owner upon whom notices a other documents may be served as Provided by Section
713. ,;(1) (9)7, Florida Statutes:
Name:. - Phone Number: _ ..
In addition W himtelfor herself, Ownerdesignates of to receive a copy ofthe
Lien is Notice as provided In Section 713.13(1) (b), Florida Statutes.
Phone number of person or entity designated by owner.
Expiration date of notceof commencement: (the expiration date myna be before the completion of construction and final payment to the
ammeter, but will be 1 yearfrom the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNERAFIERTHE EXPIRATION OF THE NOTICE OFCOMMENCEMENTARE CONSIDERED
IMPROPER PAYMENTSUNOER CHAPTER 713, PART I, SECFlON 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TOYOUR PROPERTY. A NOTICE OF COMMENCEMENT MUSr BE RECORDED AND POSTEDONTHEJOB SITE BEFORE THE FIRST
INSPECTION. IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER ORAN ATTOIINEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I decla atlhave ead the foregoing notice of commencement and thatthe facts stated therein are We to the best of
my knowledgean Celief.
WS)
Nreof nerorLessee, vner's or lessee's Authorized Officer/Director/Parmer/Man9aneeEiiruHO.+YREbIINer+am y
(Signatm(s Tde/OlChce)
Theforegoinginstrument was acknowledged before rive this �aayo(_yY , 20 1,4
Name of Person Typ�e of authority (e.g. officer, trustee) Parry on behalf of whom instrument was msecuted
V Personalty known_ or produced ldentillcation
(Sigunumuf aryPublic-Stateof Flod ) V
(Print Type, o Stamp Commissioned Name of Notary Public) Type of Identification produced •O!""-C/r �•
STATE OF FLORIDA
ST. LUCIE COUNTY
THIS IS TO CERTIFY THAT THIS IS A
TRUE AND CORRECT COP OF THE
ORIGINAL.
0 ,tSSMITH,
Dt1W' DVCt U1'f1L
Dale,
*-� .1J
NIAMI
al-
FfC
/�//-013l O
E 60py
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOA) w .miamidade.¢av/oera
Interwrap, Inc.
32923 Mission Way
Mission, BC, Canada V2V-6E4
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: Titanium-UDLTM 30 / Titanium PSU-30 and Titanium-UDLTM 25 PLUS / TitaniumTM
PSU-30 Underlayment System
LABELING: Each unit shall bear a permanent label with the manufacturers 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 NOA consists of pages 1 through 5.
The submitted documentation was reviewed by Jorge L. Acebo.
APPNOYED
NOA No.: 11-0815.05
Expiration Date: 01/26/17
Approval Date: 01/26/12
Page 1 of 5
ROOFING COMPONENT APPROVAL
Cateeorv: Roofing
Sub-Cateeorv: Underlayment
Material: Polypropylene
TRADE NAMES OF PRODUCTS MANUFACTURED BY APPLICANT
TABLE 1
Product Dimensions Test Product
Specification Description
Titanium -UDC 25 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with
PLUS Type I & U one side coated with UV protected and slip
resistant polymer stabilized polypropylene on
Manufacturing both sides.
Location #1& #2
Titanium-UDL" 30 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with
Type I & II two sides coated with UV protected and slip
Manufacturing resistant polymer stabilized polypropylene on
Location 01& #2 both sides.
Titanium" PSU-30 36" x 72' rolls TAS 103 Unreinforced polymer modified bitumen
material adhered to the underside of a
Manufacturing polymer -coated, synthetic woven sheet. The
Location #3 underside is backed with a release film.
MANUFACTURING LOCATIONS:
1. MLI
2. ML3
3. ML4
EVIDENCE SUBMITTED:
Test Aeency
Test Identifier
Test Name/Reyort
Date
Intertek Testing Services
#3031783
TAS 104
02/19/03
3119607COQ-003B
ICC-ES AC48
02/20/08
3124826-01
ASTME108
02/19/08
3124826MID-007
ASTM E108
02/25/08
311801000Q-003
ASTM D226
02/20/08
3130639COQ-002A
ASTM D226
02/20/08
3146738COQ-003A
ASTM D226
04/22/08
3146738COQ-003B
ASTM D 1876/ TAS 117
03/28/08
Trinity I ERD
I15010.05.10
ASTM D4798 / D226
05/14/10
135520.06.11
TAS 103 / TAS 104
06/15/11
I38010.08.11
ASTM D226
08/11/11
135520.08.11
ASTMD2523/D1781
08/17/11
135520.08.11-1
TAS 114
08/12/11
135520.06.11
TAS 103 / TAS 104
06/15/11
NOA No.: 11-0815.05
Expiration Date: 01t26/17
Approval Date: 01/26/12
Page 2 of 5
APPROVED TITANIUM UNDERLAYMENT SYSTEM ASSEMBLIES:
Deck Type 1:
Wood
Deck Description:
19/32" or greater plywood or wood plank
System E(1):
Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
All General and System Limitations shall apply.
Base sheet:
One or more plies of Titanium-UDLTm 25 PLUS or Titanium-UDLTM 30 applied
with minimum 4" horizontal laps and minimum 6"vertical laps and mechanically
fastened as noted below.
Note: Titanium-UDLTM 30 shall be inverted to provide a smooth bonding surface.
Primer is not required when Titanium- UDLTM 30 is installed inverted (printed
side facing down)
Fastening:
Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal
laps and 8" o.c. in a grid pattern having three, equally spaced, staggered rows in
the field of the sheet.
Primer:
Metal/Tin caps shall be primed with ASTM D41 primer
Ply Sheet:
(Optional) Titaniunim PSU-30, self -adhered with minimum 3" horizontal laps
and minimum 6" vertical laps.
Membrane:
TitaniumT^' PSU-30, self -adhered, with minimum 3" horizontal laps and
minimum 6" vertical laps. Place the first course of TitaniumTM PSU-30 parallel
to the eave and field, using a heavy pressure roller under safe conditions to
further secure the membrane.
Surfacing:
Approved for asphalt shingle, mechanically fastened roof tile, foam -on roof tile,
metal roofing, wood shakes & shingles or slate roof assemblies.
Note:
For tile roof assemblies, refer to RAS 118, 119 or 120 and the file manufacturer's
NOA. For foam -on tile roof assemblies, approved use with Polyfoam Products
PolyPro AH160 and Dow TileBond.
NOA No.: 11-0815.05
Expiration Date: 01/26/17
Approval Date: 01/26/12
Page 3 of 5
Deck Type 1: Wood
Deck Description: 19/32" or greater plywood or wood plank
System E (2): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
All General and System Limitations shall apply.
Base sheet: One or more plies Titanium-UDLTM 30 applied with minimum 4" horizontal laps
and minimum 6"vertical laps and mechanically fastened as noted below.
Fastening: Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal
laps and 8" o.c. in a grid pattern having three, equally spaced, staggered rows in
the field of the sheet.
Primer: Titanium-UDLTM 30 shall be primed on the printed side with ASTM D41 primer
prior to placement of cap sheet.
Ply Sheet: (Optional) Titaniunim PSU-30, self -adhered, with minimum 3" horizontal laps
and minimum 6" vertical laps.
Membrane: Titaniunfm PSU-30, self -adhered, with minimum 3" horizontal laps and
minimum 6" vertical laps. Place the first course of TitaniumTM PSU-30 parallel
to the eave, using a heavy pressure roller under safe conditions to further secure
the membrane.
Surfacing: Approved for asphalt shingle, mechanically fastened roof tile, foam -on roof tile,
metal roofing, wood shakes & shingles or slate roof assemblies.
Note: For tile roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's
NOA. For foam -on tile roof assemblies, approved use with Polyfoam Products
PolyPro AH160 and Dow TileBond.
NOA No.: 11-0815.05
Expiration Date: Ol/26/17
MIAMMADECOUNTY Approval Date: 01/26/12
Page 4 of 5
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly
evaluate the installation of this material.
LIMITATIONS:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in
compliance with applicable building code.
3. Titanium Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of
irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose
decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application.
4. Titanium-UDLTm 25 PLUS and TitaniumTM PSU-30 or Titanium-UDLTm 30 and Titaniumn" PSU-30,
two-ply underlayment system, may be used in asphalt shingle, mechanically fastened roof tile, foam -on
roof tile, metal roofing, wood shakes & shingles or slate roof assemblies.
5. The standard maximum roof pitch for the Titanium-UDLTM 25 PLUS and TitaniumTM PSU-30 or
Titanium-UDLTm 30 and TitaniumTM PSU-30 two-ply underlayment system shall be 5:12 for flat tiles
and 6:12 on profiled tiles with lugs. For flat tile applications at slopes exceeding 5:12, flat tiles shall be
staged 2 base tiles perpendicular to slope behind a mechanically attached batten or toe board with
maximum 7 tiles high on the slope atop base tiles (Total of stack not to exceed 9 tiles). At roof slopes
greater than the above limitations, the use of loading battens or toe boards are required to load the roof
tile.
6. Titanium Synthetic Underlayments shall not be applied over an existing roof membrane as a recover
system.
7. Titanium-UDLTM 30 / TitaniumTM PSU-30 and Titanium-UDLTM 25 PLUS / TitaniumTM PSU-30 two-
ply underlayment system shall not be left exposed as a temporary roof for longer than 90 days of
application.
& Titanium Synthetic Underlayments are components used in roof system assemblies. Roof system
assemblies are approved under a specific Notice of Acceptance. Refer to Prepared Roofing system
Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing
products.
9. Titanium Synthetic Underlayments may be used with any approved roof covering Notice of Acceptance
listing Titanium Synthetic Underlayments as a component part of an assembly in the Notice of
Acceptance. If Titanium Synthetic Underlayments are not listed, a request may be made to the
Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for
approval provided that appropriate documentation is provided to detail compatibility of the products,
wind uplift resistance, and fire testing results.
10. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturers name
or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -
Dade County Product Control Seal as shown below.
END OF THIS ACCEPTANCE
NOA No.: 11-0815.05
Expiration Date: 01/26/17
Approval Date: 01/26/12
Page 5 of 5
Vo--z
Force Engineering & Testing Inc.
19530 Ratable d Dtivc
Hmnble,TX 77338
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC.
26 Ga. 5V Crimp Roof Panel over 15132" Plywood
Florida Product Approval # 11651.12 RI
Florida Building Code 2010
Per Rule 9N-3
Method: 1—D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method:9N-3.005(1)(d)
HVHZ
Product Manufacturer:
GULF COAST SUPPLY & MANUFACTURING, U.C.
4020 S.W. 449th Street
Horseshoe Beach, Florida 32648
Eneiheer 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
I%r lft„'r',
C B N
A.
No. 449
^•�• STATE OF :at
� tv
se.enaad ♦ ,p •. t
FI.# 11651.12 R1
February 23, 2012
rForceEngineering
& 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, 1518.9, 1523.6.5.2.4.
Product Description:
SV Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, 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 Coating: Valspar Fluropon Coating (Optional)
Yield Strength: Min. 50.0 ksi
Corrosion -Resistance: Panel Material shall comply with Florida Building Code
2010, Section 1507.4.3
Panel Dimension(s):
Thickness: 0.018" min. -
Width: 24" Coverage
Rib Height: 3/8" major rib
Panel Rollformer:. Rollformer Corp.
Panel Fastener:
Substrate Description:
Design Uplift Pressures:
#9-15 x 1-1/2" WoodZac w/ Zac Head with sealing washing through panel rib.
X" 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:
108.5 Psf
156.5 Psf
Fastener Pattern:
Panel Rib
Panel Rib
Fastener Spacing:
12" O.C.
6" O.C.
-Design Pressure includes a Safety Factor= 2.0.
I H I II rI'P"I
C E. E.
WO �i�i
C 2 N s
a+ NO. 4109
* "S
STATE OF ; t
O RI 9 A •�4i
i�°sm ��,I�� /OMALE�G��♦
FL# 11651.12 R1
February 23, 2012
U
Force Engineering & Testing Inc.
19530 Ramblmvod Drive
Iiumble,TX 77338
�J
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2010, Section 1504.3.2, 1518.9, 1523.6.5.2.4.
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:
• TAS 125-03
• UL580-06- Test for Uplift Resistance ofRoof Assemblies
• UL 1897-04 - Uplift Test for Roof Covering Systems
• TAS 100-95 -Test Procedure for Wind and Wind Driven Rain Resistance
of Discontinuous Roof Systems
• TAS 130-00 - Accel. Weathering ASTM G 26 / Salt Spray ASTM B 117
Reference Data: 1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 117-006ST-07A-C, Dated 01/26/2007
2. TAS 100-95
Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654)
Report No. T130-07, Dated 02/28/2007
Report No. T215-08, Dated 07/08/2008
3. TA5110-00: Valspar Fluropon coated metal panel testing
A) ASTM G 26 by PRI Asphalt Technologies dated OV19/2004
B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004
4. 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-3.005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
FI.# 11651.12 PA
n r r i r e/r�'
�1cENSFt�.,
l� N 4A2g t
�'° • STATE OF : a
AL O RI'D A .z"%
auoim �I �lO tl[rt\?G, �%
February.23, 2012
U
Force Engineering &Testing Inc.
19530 I.tamblewood Drive
$umble,TX 77338
Minimum Slope Range: 2:12. Minimum Slope shall comply with Florida Building Code 2010, including
Section 1515.2 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 and RAS 133.
Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2010 Section
1518.2, 1518.3, 1518.4.
Fire Barrier. Any approved fire barrier having a current NOA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the location of
the fire barrier within the assembly. Fire classification is not part of this
acceptance.
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
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
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.
C,
lC
No.
STA
0
ON
FL# 11651.12 R1
February 23, 2012
26 Ga. 5V Crimp Roof Panel ove.
c_u r MIAAb cvoneenzecrenlco tweTrm
. tdhn%n1DPwNs
�StH A 192
FMRICA71p4M110N;
to
i r O.C. MAIN FIELD
FEWMETER
lR Ot FILL CU N CMA SElV
`7Ef:IWiCP1:WRR. mom: Y t Y AHY HAu7u w mwr.
19A6a 1• &WoOtvAc
w(zN� HEAD
26 Ga. SV Crimp Roof Panel over 1/211 'kywoc5d
ENg F.
A"
•
0.449
r
OIAL. FQW� PA 10914
-74
5V 'FEB 101012
27-1/2° Flat Stick MQteriat For 24" Cover*age
Note - All Radii 0.05
—7/16'
-5/8t"
FIxed
Overlap Ribs
N
.26
For 24' Coverage
12' - 24' Covpr'oLo.e
Adjustabte
Center R6
Property Appraiser - St.Lucie County, FL
Page 1 of 1
Luis Martinez Record: 1 of 2
Property Identification
Site Address:
4911 Southwind Trl
Searro.wRange:
18 :34S :40E
Map ID:
14118N
Zoning:
AR-1
Ownership and Mailing
Owner Luis Martinez Cathy Martinez
Address: PO Box 690024
Vero Beach FL 32967
Sales Information
Data Pace Code
10/512001 8500 00
877/1999 100 04
8/8/1997 100 01
10/1/1974 6000 00
N
PROPERTY RECORD CARD
"Prev Next>>
Spec.Assmnt Taxes
Par.IID:
1418-244-00R5-000.1
Account #:
8wa
Use Type:
SF Res
City/Cnty.
Saint Lucia County
Exemptions Permits Home Print
�1�,11C1E �G
�y
Legal Description
18 3440 NE 1/4 OF BE 1/4 OF BE 114 OF NW i/4-LESS E 30 FT- (2.32 AC) (OR 1445.
218:1426-466)
Assessment 2014
Deed
BwVPage
2014 TRIM:
2143DO
WD
1445/0218
Assessed:
200666
WD
1166/1342
Ag.Credit:
0
DC
1094/1830
Exempt
50000
CV
0234/2101
Taxable:
15DWG
Taxes:
3172.67
BUILDING
INFORMATION
Total Land and Building
Larxl Veluei 59700 Acres: 2.32
BuiVing Value: 154600
Finished Area: 2532 SgFt
extenor reatures
View:
-
RwfCover.
SD - Dim Shingle
RoofStruct
GA - Gable
EMType:
HC - He
YeerBlh
2002
Frame:
-
Grade:
C-C
EfiYlBit
2002
PrimeWall:
LG - Logs
StoryHght
0020-2 Story
No.Unfls:
1
SnWall:
LG - Logs
Interior Features
BedRooms:
4
Electra
MX-MAXIMUM
P.ImWell:
DW-Drywall
FullBathi
2
HeatType:
FHA -FndHotAlr
AvgHUFI'
1/2Bath:
1
HeafFuel:
ELEC- Electric
PartFlors:
HW- Hardwood
36AIC:
100
;6Heated
100
46Spnnkled:
0
Special Features and Yard
Items
Land Information
Type
Y/S
Dry.
Units
Oual.
Cond,
W&L
No. Use Type
Type
Measure Depth
ENC2 - POOL ENC-AVG
Y
1
1064
AV
AV
2010
1 0100-SF Res
125-Acres
2.32
SWAV - RES POOL AVG
Y
1
512
AV
AV
2010
PA02 - POOL OK -GOOD
Y
1
552
AV
AV
2010
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?prclid=141824400050001 9/19/2014
F
SV-CRIMP
5V-CRIMP
SEE DETAIL 1
L UNDERLA`1MENi SHALL BE INSTALLED I/ \ `8d x 2.5" LONG RING SHANK NAIL
AS PER MANUFACTURER'S INSTALLATION VV��II OR 8 x 2" LONG WOOD SCREWS
GUIDELINES
MIN. 2X_ WOOD RAFTER/JOIST SPACED 0 6" O.C. IN THE. FIELD &
TRUSS AT MAX, 24" O.C. AT PLYWOOD EDGES
tha;� FASTENER PATTERN AT INTERMEDIATE 0 ATION
SEE DET(dL-`7 24"
I
UNDERIAYMENT SHALL BE INSTALLED 8d x 2.5" LONG RING SHANK NAIL
AS PER MANUFACTURER'S INSTALLATION
GUIDELINES OR 08 x 2" LONG WOOD SCREWS
2X_ WOOD RAFTER/JOIST/ SPACED 0 6" O.C. IN THE FIELD &
i AT MAX. 24" O.C. AT PLYWOOD EDGES
FASTENER PATTERN AT PANEL ENDS
TYPICAL PANEL INSTALLATION X-SECTION
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING "MAT
MAXIMUM SPACING OF 24" O.C.
5V-CRIMP
MIN 26 Ca.
THICK (MIN.)
(MIN.)
ALLOWABLE UPLIFT PRESSURE
FASTENER
SPACING
(IN)
PRESSURE
(PSF)
24
84.5
18
131.3
12
149.6
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE (FBC).
_ 2. ROOF PANELS SHALL BE MIN, 26 GA. (L = 0.017-). EFFECTIVE COVERING
WIDTH OF PANEL = 24".
SPECIFIED ON THIS DRAWING.
UNDERIAYMENT 2 ' PLYWOOD 4. REWIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS 19/32" THICK (MIN.) PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
S. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
q
DETAIL 1 BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS DP THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
80
ry
a
r�
of
Florida Building Code Online
BCIS Home I Log In I User Registration i Hot Topics I Submit Surcharge I Stars & Facts 1 Publicotlons I FBC Staff
-751 Product Approval
iF
USER: Public User
Product Approval Meng > PQKJ ct Or A D0110tig-Search > Aodicatinn Lit > Appacatlon oetail
Fl. #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Emall
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)
Equivalence of Product Standards
Certified By
Sections from the Code
FL14645-R1
Revision
2010
Approved
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville, KY 40202
(812) 218-7342
dstermer@metaisales.us.com
David Stermer
dstermer@metalsales.us.com
Roofing
Metal Roofing
Evaluation Report from a Florida Registerec
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Bala Sockalingam
PE-62240
Keystone Certifications, Inc.
12/31/2015
Yoosef Lavi, P.E.
e Validation Checklist - Hardcopy
Standard
FM 4470
TAS 125
UL1897
UL580
Florida Licensed Professional Engineer or
BCIS Site Map I Unks I Sesrch
Architect or a Licensed
Year
1992
2003
1998
1994
114
Florida Building Code Online
Product Approval Method Method 1 Option D
Date
Submitted
12/09/2011
Date
Validated
12/13/2011
Date
Pending FBC Approval
12/16/2011
Date
Approved
01/31/2012
bummary of Products
FL*
Model, Number or Name
Description
14645.1
2.5" Corrugated
Min. 26 ga., 21.33" wide throuill
fastened roof panel over
min. 19/32" thick plywood deck.
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL14645 RI II D1800 26 odf
Approved for use outside HVHZ: Yes
E 62240
Verified By: Bala Sockalingam
Impact Resistant: N/A
Created by Independent Third P
rty: Yes
Design Pressure: +N/A/-86.0
Evaluation Reports
Other: Uplift load of 82.3 psf @ fastener spacing of 36" o.c.
EL14645 R1 AE Evaluationge,acriCi8flo
and 86.0 psf @ fastener spacing of 12" o.c.
Created by Independent Third F
arty: Yes
14645.2
SV-Crimp
Min. 26 ga., 24" wide through fa
tend roof panel over min.
15/32" thick plywood deck with
asteners through panel rib.
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL14645 RI II D1800 27 odf
Approved for use outside HVHZ: Yes
E 62240
Verified By: Bala Sockalingam
Impact Resistant: N/A
Created by Independent Third P
rty: Yes
Design Pressure: +N/A/-76.7
Evaluation Reports
Other: Uplift load of 58.5 psf @ fastener spacing of 24" o.c.
EL14fi4lonRepr
and 76.7 psf @ fastener spacing of 15" o.c.
Created by Independent Third P
rty: Yes
14645.3
SV-Crimp
Min. 26 ga., 24 wide through fas
ened roof panel over min.
19/32- thick plywood deck with
asteners through panel flat.
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL14645 RI 11 D1800 28 odf
Approved for use outside HVHZ: Yes
E 62240
Verified By: Bala Sockalingam I
Impact Resistant: N/A
Created by Independent Third P
rty: Yes
Design Pressure: +N/A/-149.6
Evaluation Reports
Other: Uplift load of 84.5 psf @ fastener spacing of 24" o.c.,
EL14645 R1 AE EvaluationgericlQ18no
131.3 psf @ fastener spacing of 18" o.c. and 149.6 psf @
Created by Independent Third P
rty: Yes
fastener spacing of 12" o.c.
14645.4
SV-Crimp
Min. 26 ga., 24" wide through fastened
roof panel over min.
19/32' thick plywood deck with fasteners
through panel rib.
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL14645 RI II D1800 29 odf
Approved for use outside HVHZ: Yes
E 62240
Verified By: Bala Sockalingam F
Impact Reststantt N/A
Created by Independent Third Pi
irty: Yes
Design Pressure: +N/A/-131.1
Evaluation Reports
Other. Uplift load of 41.6 psf @ fastener spacing of 36" o.c.
R14645 RI AE Evaluationgepp
and 131.1 psf @ fastener spacing of 6" o.c.
rty: Yes
Created by Independent Third P
14645.5
Aluminum Classic Rib
Nom. 0.032" thick, 36" wide, alu
nimum through fastened
roof panel over min. 15/32" thicl
plywood deck or 7/16"
thick OSB.
Limits of Use
Installation Instnuctions
Approved for use In HVHZ: No
FL14645 RI If D1800 30 odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
E 62240
Verified By: Bala Sockalingam I
Design Pressure: +N/A/-120
Created by Independent Third P
Evaluation Reports
rty: Yes
Other: Uplift load of 30 psf @ fastener spacing of 36" o.c.
FL14645 RI AE EvaluationRepo
tCI800 30 f
and 120 psf @ fastener spacing of 6" o.c.
rty: Yes
Created by Independent Third Pi
14645.E
Nom. 0.032' thick, 16" wide, alu
Imum standing seam roof
=lumlnumVerllcaleam
panel over min. 15/32" thick plyi
Pood deck or 7/16" thick
OSB.
Limits of Use
Install
Install on
Instructionsation
Approved for use In HVHZ: No
5 ti D1800 1 odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
62240
Verified By: Bala Sockalingam P
Design Pressure: +N/A/-97,05
Created by Independent Third Pi
Evaluation Reports
rty: Yes
7param=wGEVXQwtDgsw8ZVNfe8A7ecHQhC9itQCiw2RiaSsF%2flY6GhrJWm DQ%3d%3d 214
Florida Btuldirlg Code Orlin
Other: Uplift load of 41.55 psf @ clip spacing of 36' o.c.,
71.0 psf @ clip spacing of 12" o.c. and 97.05 psf @ clip
spacing of 12" o.c. with sidelap adhesive.
EL14645 RI AE EvaluatlonReD4
rtCI800 31.ndf
arty: Yes
Created by Independent Third I
14645.7
Classic Rib
Min. 26 ga., 36" wide through fz
stened roof panel over min.
19/32" thick plywood deck.
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-133.9
Other. Uplift load of 74.8 psf @ fastener spacing of 36" o.c.,
92.3 psf @ fastener spacing of 24' o.c. and 133.9 psf @
fastener spacing of 18" o.c.
FL14645 R3 II D1800 32 odf
E 62240
rty: Yes
32,pd
Yes
Verified By: Bala Sockalingam
Created by Independent Third
Evaluation Reports
EL14645 RI AE EYaluationRep(MC1800
Created by Independent ThirdParty:
14645,8
Classic Rib
Min. 29 ga., 36" wide through fastened
roof panel over min.
7/16'thick OSB deck
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-135.0
Other: Uplift load of 45 psf @ fastener spacing of 24" o.c.
and 135 psf @ fastener spacing of 6" o.c.
Installation Instructions
R14645 RI 11 D1800 33.odf
E 62240
Yes
arty: Yes
Verified By: Bala Sockalingam
Created by Independent ThirdParty:
Evaluation Reports
FL14645 RI AE Evaluationgelf0
Created by Independent Third P
14645.9
Classic Rib
Min. 29 ga., 36" wide through fastened
roof panel over min.
15/32" thick plywood deck.
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-138.5
Other. Uplift load of 68.4 psf @ fastener spacing of 24" o.c.
and 138.5 psf @ fastener spacing of 12" o.c.
Installation Instructions
FL14645 RS II 01800 34 odf
E 62240
arty; Yes
Yes
Verified By: Bala Sockalingam
Created by Independent Third P
Evaluation Reports
EL14645 RI AE EvaluationRepertCI800
Created by Independent Third Party:
14645.10
Image 11
Min. 26 ga., 16" wide concealed
fastened roof panel over
min. 15/32" thick plywood deck
it 7/16" thick OSB.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-86.55
Other: Uplift load of 20.75 psf @ fastener spacing of 24"
o.c., 63.50 psf @ fastener spacing of 6" o.c. and 86.55 psf @
fastener spacing of 6" o.c. with sidelap adhesive.
Installation Instructions
FL14645 RI 11 D1800 35 odf
E 62240
Yes
35.pdf
Yes
Verified By: Bala Sockalingam
Created by Independent Third Party:
Evaluation Reports
EL16645 RI AE EvaluationRepertC1800
Created by Independent Third Party:
14645.11
PBR-Panel or R-Panel
Min. 26 ga., 36" wide through fattened
roof panel over min.
19/32" thick plywood deck.
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-131.0
Other. Uplift load of 30.0 psf at fastener spacing of 48" o.c.
and 131.0 psf at fastener spacing of 6" o.c.
Installation Instructions
FL14645 RI II D1800 36 odf
62240
rty: Yes
Verified By: Bala Sockalingam RE
Created by Independent Third P
Evaluation Reports
EL14645 RI 6E EvaluationRep36.pdf
EL11645 R1 AE LSCj800 36.pd
Created by Independent Third P
rty: yes
14645.12
Pro -Panel 11
Min. 29 ga., 36" wide through fastened
15/32' thick plywood deck.
roof panel over min.
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-71.5
Other: Uplift load of 41.6 psf @ fastener spacing of 24" o.c.
and 71.5 psf @ fastener spacing of 12" o.c.
Installation Instructions
FL14645 R3 11 D1800 37 odf
E 62240
irty: Yes
irty: Yes '
Verified By: Bala Sockalingam I
Created by Independent Third Pi
Evaluation Reports
EL14645 RI 8E EyaluationgepotC1800
Created by Independent Third Pi
o".A Fnt '
Contact US:: 1940 Man Mere Street Tallatia,,e FL aaaoo Ptmne: 850-487-1024
The State of Florida is an AA/EEo e111Pleyef. CnOydnilt 2007-2013 State of Florida :: P6va" Statement :: A es4aili tatement :: Refu Statement
3/4
` 11/312Q14 Florida Building Code Ordirte
11 Under Florida law, email addresses are public records. Ir you do not want your e-mail address released In response to a public words request, do not sent electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please mrrtaG 0.487.1395. *Pursuant fo Section
455.275(1), Modal Statutes, effective October 1, 2012, licensees licensed Untler Chapter 455, F.S. must provide the Departnt with an email address If they have
one. The emalls provided may be used for official communication with the licensee. However small addresses am public re ard. If you do net wish to supply a
personat address, please provide the Deportment with an email address which can be made available to the public. To determ ne If you are a licensee under Chapter
455, F.S., please dick her _.
product Approval Accepts:
M M M
securil'na, %I,
4/4
Treasure
Harvey E. Koehnen
' Coast
Professional Engineer#32831
Building
Architect#AR0009471
E ngineers,
Certified General Contractor #CGCO24776
Inc.
Contractor 6-rLl.nl'r LC. gQqFImt&
Owner _PAA%L-[t14a;E
Job Address 41, 4 1 sourrtvtltJD
METALROOFINGjiVt,FGo%gT 5V -1&4Ar
NEW ROOF_ RE -ROOF )C REPAIR_ AREA
fill r^II AL ROOF PLAN
A;r:tt,_u o
Q i
ler-rLA0-CLG/ 7iQ�fK�
7205 Elyse Circle
P 5 L Florida 34952-8212
PHONE(772)466-5509
FAX(772) 4893035
E-MAIL•hkoehnen@trbeweb.com
Date t1 « ZL%
ASCE 7-10 & FBC 2010 ENCLOSED BLDG X SEMI ENCLOSED BLDG OPEN
PART2• LOW RISE C&C SIMPLIFIED for 31YZ
RISKC172/V= f o EXPOSURE 13 /A= 1,b /K2t=1.0/h z!Lj - /12PITCH
ROOF SYSTEM (OB.5 AFL 11&!S& 1 _ ?Q
ZONE IP@ @ h=30 = X - PSFX0.6=-2�-3
ZONE 2 P @ @ h=30 = X = PSF x 0.6 = +'t4 f a =
ZONE 3P@ @ h=30 = X = PSFx0.6=-!oh•� a= 1
MAX DESIGN PRESSURE PER NOA !_\
DECKT�YY••PE rLY WDOD THICKNESS C5/32r• tw o.
BASS tffi � NO. OF PLIES FASTENER TYPE SPACING
PLY SHEET NO. OF PLIES FASTENER TYPE SPACING
TOP PLY NO, OF PLIES FASTENERTYPE SPACING
INSULATION BASE LAYER TYPE SIZE
TYPE OF FASTENERS: SPACING FIELD PERIMETER CORNERS
INSULATION TOP LAYER TYPE SIZE
TYPE OF FASTEN ERS/QRannr SAL q�15 �1%z"Wood 6G wrzk
DRIP EOGE SIZE DRIP MATERIAL 2Iv L%k&.( FLASHING MATERIAL '+4 4A 6-4-
FASTENER SPACING FOR METAL ROOF PANELS; FIELD LV PERIMETER 12•• CORNERyatJEr-
�"�'ERr.M
T reasure Harvey E. Koehnen
C oast Professional Engineer #32831
B uilding Architect #AR0009471
E ngineers, Certified General Contractor #CGCO24776
Inc.
`these Tables Are For Roof Coverings
Roof coverings Installed on Buildings with a
Mean Roof Height of 30' or Less Located In Exposures B, C or D
Table R301.2 [2]-P.Iz ytyuPJ-- 3b,5-( As --a 7-Ib
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF].
160 Exp B
160 Exp C
160 Exp C 160 Exp D
160 Exp D
(One story
(Two story*) (One story') (Two story"
Roof > 0 to 7 degrees
Zone 1
-27.6
-33.4
-38.7 40.6
-45.9
7degrees = 11/2 /12 pitch
Zone 2
-46.4
-56.2
-65.0 -68.3
-77.1
Zone 3
-69.8
-84.5 '
-97.7 -102.7
-115.9
Zone 1
25.3
30.7
-35.5 37.2
42
=7toes
tch
Zone 2
-44,1
- 53.4
- 61.8 -64.9
- 73.3
Zone 3
-65A
78.8
- 91.2 - 95.7
- 108::1
Roof > 27 to 45 degrees
Zone 1
- 27.8
-33.7
40.0 -40.1
-46.2
45 degrees = 12/12 pitch
Zone 2
- 32.4
-39.3
-45.4 -47.7
-53.8
Zone 3
- 32.4
-39.3
-45.4 - 47.7
-53.8
160 Exp B
150 Exp C
150 Exp C 150 Exp D
150 E# D .
(one story*)
( two story*) (one story*)
(tvdo story`}
Roof > 0 to 7 degrees
Zone 1
-24.3
-29.6
-34.1 -35.8
-40.4
7degrees = 11/2112 pitch
Zone 2
-40.8
-49A
-57.2 -60.0
-67.8
Zone 3
-61.4
-74.3
-86.0 -90.3
-102.0
Roof > 7 to 27 degrees
Zone 1
-22.2
- 26.9
- 31.1 -32.7
- 36.9
27 degrees = 6/12 pitch
Zone 2
-38.7
- 46.9
-54.2 -56.9
- 64.3
Zone 3
. -57,3
- 69.4
- 80.3 -84.3
- 95.2
Roof > 27 to 45 degrees
Zone 1
- 24.3
-29.5
-34.1 -35.8
-40.4
45 degrees = 12/12 pitch
Zone 2
- 23A
-34,4
-39.8 -41.8
-47.2
Zone 3
- 28.4
-34.4
-39.8 -41.8
-47.2
One Story* = one story building
with
a maximum
mean roof height
of 15 feet
Two story* = two story building
with
a maximum
mean roof height
of 30 feet
If allowed by the Miami Dade N.O.A
or Florida Product
Approval, anysystem.that does not meet the
minimum components and
cladding pressures for the area that the building Is located per this form
may require a Florida licensed engineer to revise
the fastener
spacing
T C B E, Inc. 7205 Elyse Circle PHONE (772) 466-5509
Port Saint Lude FAX (772) 489-3035
Rorida 34952-8212 E-MAIL hkoehnen@tcbeweb.com
R
JForce Engineering & Testing Inc.
19530 Raznbke od Drive
H=ble,TS 77338
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC,
26 Go. 5V Crimp Roof Panel over 15/32" Plywood
Florida Product Approval # 11651.12 R1
Florida Building Code 2010
Per Rule 9N-3
Method: I —D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 9N-3.005(1)(d)
HVHZ
Product Manufacturer:
GULF COAST SUPPLY& MANUFACTURING, LLC.
'
4020 S.W. 449`" Street
Horseshoe Beach, Florida 32649
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID:1920
Validator:
Locke Bowden, P.E., FL #49704
^1\�
94SO Alysbury Place
Montgomery, AL 36117
,
Contents:
Evaluation Report Pages 1-4
sranrf
i Ambc
FL# 11651.12 R1
O
c e Ny7
No. 4 ,/
STATE OF
ALoR19�
February 23, 2012
wr-
Force Engineering & Testing Inc.
19530 RambIcmvod Drive
/ Hwnblc,TX 77338
Minimum Slope Range: J 2:12. Minimum Slope shall comply with Florida Building Code 2010, including
Section 1515.2 and In accordance with Manufacturers recommendations. Foi
slopes less than 3:12, lap sealant must be used In the panel side laps.
Installation: Install per manufacturer's recommended details and RAS 133.
Underlayment: Per Manufacturer's Installation guidelines per Florida Building Code 2010 Section
1518.2, 1518.3, 1518.4.
Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the location of
the fire barrier within the assembly. Fire classification is not part of this
acceptance.
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
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
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.
FL# 11651.12 R1
,Jil ItEIt', �
/ IY 40!
'o • STATE OF
i
'0'Fx0IL1.0 4�
NA
III
February 23, 2012
Force Engineering & Testing Inc.
19530 Rwnblewood Dtive —
Humblc,TX 77338
Compliance Statement: The product as described In this report has demonstrated compliance with the
Florida Building Code 2010, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
Product Description: ✓SV Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, 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 Coating: Valspar Fluropon Coating (Optional)
Yield Strength: Min. 50.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2010, Section 1507.4.3
Panel Dimension(s): Thickness: 0.018" min.
Width: 24" Coverage
Rib Height: 3/8" major rib
Panel Rollformer: Rollformer Corp.
Panel Fastener: V/49-15 x 1-1/2" WoodZac w/ Zac Head with sealing washing through panel rib.
N" minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2010, Section 1505.6, 1507.4.4
Substrate Description: 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.
Design Uplift Pressures:
Table "A"
Maximum Total Uplift Design Pressure:
108.5 psi
1S6.5 psi
Fastener Pattem:
Panel Rib
a ib
Fastener Spacing:
12"D.C.
"O.
"Design Pressure Includes a Safety Factor = 2.0.
{{
%%%% C E• •L'.• Wp ,�Ai
`� •'•o• STATE OF :r
sroirsm 00 FS • • 1��
ism ',0,$�oNnst0{G{,,
FL# 11651.12 R1 February 23, 2012
)
I Force Engineering & Testing Inc.
19530 Rnmblmvod Driw
Humblc,T X 77338
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2010, Section 1SO4.3.2, 1518.9, 1523.6.5.2.4.
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 914-3.
Performance Standards: The product described herein has demonstrated compliance with:
• TAS 125-03
UL 580-06 - Test for Uplift Resistance of Roof Assemblies
• UL 1897-04 - Uplift Test for Roof Covering Systems
• TAS 1CO.95 -Test Procedure for Wind and Wind Driven Rain Resistance
of Discontinuous Roof Systems
• TAS 110-00 - Accel. Weathering ASTM G 26 / Salt Spray ASTM B 117
Reference Data: 1. TAS 125.03; UL 580-94 / 1897.98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TSr-5328)
Report No. 117-0065T-07A-C, Dated 01/26/2007
2. TAS 100-95
Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654)
Report No. T130-07, Dated 02/28/2007
Report No. T215-08, Dated 07/08/2008
3. TAS 110-00: Valspar Fluropon coated metal panel testing
A) ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004
B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004
4. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization # AN ID: 1920)
Test Standard Equivalency: 1. The UL SSG-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-3.005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
`tt3t1s1l 11111J
C @ fV y
No. 40
�1(�(Ff*r/
STATE OF : C
Z0RIAA,.�4.,.
s'•..
NA
FM 11651.12 Rl February 23, 2012
26 Ga. 5V Crimp Roof Panel over 1 2" Plywocid.
-n
rn
CD
o::
co:
N
O_
N
S-V CRIMP EXPOSED FASTENER SYSTEM
W GHW PANED � WATWA00F
MEMBRANE
12" O.C. MAIN FIELD
6' O.C. PsmAFFER
NATOMOP11" iQ16110P71ON8
A""-
ISTM A 792
K CD[ItLI cultm c nwvr [L
liEQUW. AMr x l0iw aulTr.
FAMPAYMCPfWJS
STM 4
TEOFQNJLDATII
•94sx T•ltl'WOOCTAC
wJZ4G 0940
26 Ga. 5V Crimp Roof Panel over 1/211
otr����c1GE E• 1,
100
a°J6
•mrre � F�
N0.449
T FR
A
ROU CORP.
gg 1901HOEPQSOfaBCE LANE
IMOU 11[6=L4
R .P /:
(S 6ULFONr. PA 18114
5 V FEB6•g 2012
27-1/2' Flat; Stbck Material For 24' Coverage
Note : All Radii 0.05
12NO V 99
—7/16"
1-5/8.
Fixed
Overlap Ribs
26„
For 24' Coverag
12" — 24' Coverac
f8;
Adjustabte
Center Rib
Ad ju,taole
Underlap Ribs
Florida Building Code Online
Page 1 of 2
�I��'I'r
' pevgxptr<' veou{oam povaolaoipxa' cpxrACf oopA
Florida Depr[areeenntdl SmSH.— tagln User&egistrstion Hot Topics Submitsu,ahaMe Stats&Farts
Busines(`;1 Product Approval
nal �I usER. Public User
Professi
Regulation
1�aaltlllleHlG1�'14�t11� Product Aoomval Menu > Product
or Application Search > Aoollcaron List> Applimtion Detail
agm FL #
FL11602-R2
Application Type
Revision
Code Version
2010
Application Status
Approved
Comments
Archived
Product Manufacturer
InterWrap, Inc.
Address/Phone/Email
32923 Mission Way
Mission, NON -US 00000
(551) 574-2939
mtupas@interwrap.com
Authorized Signature
Technical Representative
Address/Phone/Small
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)
Equivalence of Product Standards
Certified By
Sections from the Code
Eduardo Lozano
elozano@interwrap.com
Eduardo Lozano
32923 Mission Way
Mission, NON -US 00000
(778) 945-2691
elozano@lntemrap.com
Roofing
Underlayments
Evaluation Report from a Florida Registered Architect or a Licensed ,
Florida Professional Engineer {�1
d Evaluation Report- Hardcopy Received A7
Robert Nieminen -
PE-59166
Intertek Testing Services NA Inc.- EfL/Warnock Hersey
09/06/2015
John W. Knezevich, PE r1h
J Validation Checklist - Hardcopy Received
Fill 1602 R2 COI Trinity ERD CI - N'em'nen Ddf
1507.2.3
1507.2.4
1507.2.9.2
1507.3.3
1507.5.3
1507.7.3
1507.8.3
1507.9.3
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5Ke/b2fI'... 11 /18/2014
Florida Building Code Online
Page 2 of 2
1507.9.5
1523.6.5.2.1
Product Approval Method Method 2 Option B
Date Submitted 02/17/2012
Date Validated 04/18/2012
Date Pending FBC Approval 02/27/2012
Date Approved 04/23/2012
Summary of Products
FL #
Model, Number or Name
Description
11602.1
Titanium Roof Underlayments
Synthetic sheet -type roof underlayments
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-45
Other: 1.) The design pressure noted herein pertains to use
of a specific underlayment system beneath foam -on tile
sytsems. Refer to ER Section 5.5.3 for details. 2.) Refer to
ER Sections 5 and 6 for other Limits of Use.
Installation Instructions
FL11602 R2 II er021712FINAL INTERWRAP FL31602-
R2.Ddf
Verified By: Robert Nieminen PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
FL11602 R2 AE er021712FINAL INTERWRAP FL11602-
R2.odf
Created by Independent Third Party: Yes
sack Neat
Monroe S[motZTallahassee R 32399 Phan
The State of Florida Is as AA/EEO employer. Coovrloht 2007-2013 State of Floridil:: Privacy Statement :: Accesslbllit, Statement :: Ref
ader Florida law, email addresses are public records. If you do not want your e-mall address released in response W a public -records request, do not send
carbide mall to thls entity. Instead, concoct the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to
Ion 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
y have one. The emalls provided may be used for official communication with the Iloansee. However email addresses are public record. If you do not wish to
a personal address, please provide the Department with an email address which can be made avallable to the public To determine If you are a licensee under
chapter 455, F.S., please click here .
Product Approval Accepts:
CreditS�I FrL
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fr... 11/18/2014
TRINITY ! ERD
EVALUATION REPORT
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Interwrap, Inc. Evaluation Report I11980.11.08-112
32923 Mission Way FL11602-R2
Mission, BC V2V-6E4 Date of Issuance: 11/03/1008
Canada Revision 2: 02/17/2012
SCOPE:
This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing
the use of construction materials in the State of Florida. The documentation submitted has been
reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and
Florida Building Code, Residential Volume. The products described herein have been designed to
comply with the 2010 Florida Building Code sections noted herein.
DESCRIPTION: TitaniumTM Roof Underlayments
LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality
Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)
changes, the referenced Quality Assurance documentation changes, or provisions of the Code that
relate to the product change. Acceptance of this Evaluation Report by the named client constitutes
agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality
Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation
Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may
be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it
shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facslmile seal appearing was authorized
by Robert Nieminen, P.E. on 02/17/2012
This does not serve as an electronically signed
document. Signed, sealed hardcoples have been
transmitted to the Product Approval Administrator and
to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it Intend to acquire or will it acquire, a financial Interest in any company manufacturing or
distributing products It evaluates.
2. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest In any company manufacturing or distributing products for which
the evaluation reports are being Issued.
4. Robert Nleminen, P.E. does not have, nor will acquire, a financial Interest In any other entity involved in the approval process of the
product.
J
TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Titanium*"' Roof Underlayments, as produced by Interwrap, Inc., have
demonstrated compliance with the intent of the following sections of the Florida Building Code through
testing in accordance with applicable sections the following Standards. Compliance is subject to the
Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1507.2.3, 1507.3.3, 1507.5.3,
Unrolling, Breaking Strength,
ASTM D226
2006
1507.7.3, T1507.8, 1507.8.3,
Pliability, Loss on Heating
1507.9.3, 1507.9.5
1507.2.4, 1507.2.9.2, 1507.5.3
Thickness, Load -Strain, Adhesion,
ASTM D1970
2001
Thermal Stability, Flexibility,
Tear, Permeance
1507.3.3
Installation Practice
FRSA/TRI 07320
2005
1523.6.5.2.1
Dimensional Stability, Tear, Load-
TAS 103
1995
Strain, Water Absorption, Low
Temp Flex, Cyclic Elongation,
Puncture, Crack Cycling, Peel
Adhesion, WVT, Tile Slippage
TAS 110
Accelerated Weathering
TAS 110
2000
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
I15010.04.09
04/29/2009
ERD (TST6049)
Physical Properties
I15010.05.10
05/14/2010
ERD (TST6049)
Physical Properties
I35520.06.11
06/15/2011
ERD (TST6049)
Wind Uplift
I35520.08.11-1
08/12/2011
ITS(TST1509)
Physical Properties
3146738COQ-003A
03/28/2008
ITS (TST1509)
Physical Properties
3146738COQ-003B
03/28/2008
ITS (TST1509)
Physical Properties
3126617000-005
10/31/2007
ITS (QUA1673)
Quality Control
ITS Listings
Current
ITS (QUA1673)
Quality Control
Inspection Report
12/13/2011
4. PRODUCT DESCRIPTION:
4.1 Self -Adhering Underlayments•
4.1.1 TitaniumTM PSU-30
is an unreinforced polymer modified bitumen material adhered to the
underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release
film. Unit weight 24 Ibs/square.
4.2 Mechanically Fastened Underlavments•
4.2.1 TitaniumTM' UDL-25 PLUS is a synthetic sheet -type underlayment comprised of a woven core
coated on one side with a polymer coating. Unit weight 2.9 Ibs/square.
4.2.2 TitaniumTM UDL-30 is a synthetic sheet -type underlayment comprised of a woven core coated
on both sides with a polymer coating. Unit weight 4.0 Ibs/square.
4.2.3 Titanium' UDL-SO is a synthetic sheet -type underlayment comprised of a woven core coated
on both sides with a polymer coating. Unit weight 4.7 Ibs/square.
Exterior Research and Design, LLC. Evaluation Report I11980.11.08-112
Certificate of Authorization 59503 FL11602-R2
Revision 2: 02/17/2012
Page 2 of 6
S.
C TRINITY' ERD
4.2.4 TitaniumT" UDL-TT is a synthetic sheet -type underlayment comprised of a woven core coated
on one side with a polymer coating. Unit weight 2.9 Ibs/square
4.2.5 TitaniumT" UDL-TF is a synthetic sheet -type underiayment comprised of a woven core coated
on both sides with a polymer coating. Unit weight 2.9 Ibs/square.
4.2.6 UDL-TTMC300 is a synthetic sheet -type underlayment comprised of a woven core coated on
both sides with a polymer coating. Unit weight 3.2 Ibs/square.
LIMITATIONS:
5.1 This Evaluation Report is not for use in the HVHZ.
5.2 Fire Classification is not part of this report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
5.3 TitaniumTm Roof Underlayments may be used with any prepared roof cover where the product
is specifically referenced within FBC approval documents. If not listed, a request may be
made to the AH] for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.4 Allowable roof covers applied atop TitaniumTm Roof Underlayments are follows:
5.4.1
5.5
5.5.1
5.5.2
Underlayment
Tile
Foam -On
Tile
Metal
Wood Shakes
& Shingles
Slate
PSU-30
s
YesYes
(See 5.4.1)UDL-25
Yes
Yes
PLUS
s
Mp
No
Yes
Yes
Yes
UDL-30
No
Yes
Yes
Yes
UDL-50
No
Yes
Ys
Yes
UDL-TT
No
Yes
Yes
Yes
UDL-TF
No
Yes
Yes
Yes
'UDL-T MC300
Yes
Yes
No
Yes
Yes
Yes
"Foam -On Tile" is limited to use of Polyfoam PolyPro AH160 or Dow Tile Bond applications
unless tensile adhesion / long term aging data from an accredited testing laboratory is
provided.
Allowable substrates for PSU-30 are noted below:
Direct -Bond to Deck:
➢ New untreated plywood;
➢ Existing untreated plywood, primed as needed with D41 primer to achieve bond.
Bond to Mechanically Attached Base Underlavment:
➢ ASTM D226, Type I or II felt.
➢ Titanium UDL-25 PLUS, UDL-30 (primed with D41 primer) or UDL-30 (inverted).
5.5.3 Wind Resistance for Underlavment Systems in Foam -On Tile Aoolications: FRSA/TRI 07320
does not address wind uplift resistance of all underlayment systems beneath foam -on tile
systems, where the underlayment forms part of the load -path. The following wind uplift
limitations apply to underlayment systems that are not addressed in FRSA/TRI 07320 and are
used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind
load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of
design wind pressures.
Exterior Research and Design,LLC. Evaluation Report I119SO.11.08-R2
Certificate of Authorization #9503 FL11602-112
Revision 2: 02/17/2012
Page 3 of 6
TRINITY ERD
5.5.3.1
Maximum Design
Pressure = -45 osf.
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer:
(Optional) ASTM D41
Underlayment:
Titanium PSU-30, self -adhered
5.5.3.2
Maximum Design
Pressure = -45 nsf.
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer:
Titanium UDL-25 PLUS or UDL-30 (inverted), mechanically attached with FBC
HVHZ ring shank nails and 1-5/8" diameter tin caps spaced 6-inch o.c. at 4-
inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer:
ASTM D41 primer required at all tin -caps.
Underlayment:
Titanium PSU 30, self -adhered
5.5.3.3
Maximum Design
Pressure = -45 osf.
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer:
Titanium UDL-30 (printed side up), mechanically attached with FBC HVHZ
ring shank nails and 1-5/8" diameter tin caps spaced 6-inch o.c. at 4-inch
wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer:
ASTM D41 primer required over printed side of UDL-30.
Underlayment:
Titanium PSU 30, self -adhered
5.6
Exposure Limitations:
5.6.1
UDL-25 PLUS, UDL-30, UDL-SO, UDL-TT or UDL-TF shall not be left exposed for longer than
30-days.
5.6.2
PSU-30 shall not be left exposed for longer than 90-days.
S.6.3
UDL-TTMC300 not be left exposed for longer than 180-days.
5.7
For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth
Edition, use is limited
to the following.
Table 2: Tile System Options per FRSA/TRI 07320/8-OS
System
Underlay
Option
Section
Reference
Roof Underlayment(s)
4
3.02D
Two Ply No. 30
Double -layer, UDL 25, UDL 30, UDL 50, UDL TT, UDL
System One:
TF or UDL-TTMC300
Mechanically
Fastened Tile,
5
3.02E
Self -Adhered
Underlayment
PSU 30
Unsealed or Sealed
Underlayment
System
No. 30 / Self -Adhered
Base Layer: ASTM 226, Type II felt, UDL 25 PLUS, UDL
6
3.02F
Underlayment
30 (primed with D41 primer) or UDL 30 (Inverted)
Top Layer: PSU 30
System Two:
Mechanically
Fastened Tile,
4
3.02D
Self -Adhered
Underlayment
PSU 30
Sealed
No. 30 / Self -Adhered
Base Layer: ASTM 226, Type II felt, UDL 25 PLUS, UDL
Underlayment
5
3.02E
Underlayment
30 (primed with D41 primer) or UDL 30 (Inverted)
System
Top Layer: PSU 30
System Four "A":
4
3.02D
Self -Adhered
PSU 30
Adhesive -Set Tile,
Underlayment
Unsealed or Sealed
Underlayment
No. 30 / Self -Adhered
Base Layer: ASTM 226, Type II felt, UDL 25 PLUS, UDL
System
5
3.02E
Underlayment
30 (primed with D41 primer) or UDL 30 (Inverted)
Top Layer: PSU 30
System Four"B":
3
3.02C
Self -Adhered
PSU 30
Adhesive -Set Tile,
Underlayment
Sealed
Underlayment
No. 30 / Self -Adhered
Base Layer: ASTM 226, Type II felt, UDL 25 PLUS, UDL
System
4
3.02D
Underlayment
30 (primed with D41 primer) or UDL 30 (Inverted)
Top Layer: PSU 30
Exterior Research and Design, LLC. Evaluation Report I11980.11.08-R2
Certificate of Authorization #9503 FL11602-R2
Revision 2: 02/17/2012
Page 4 of 6
TRINITY ( ERD
6. INSTALLATION:
6.1 Titanium Roof Underlayments shall be installed in accordance with Interwrap published
installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate
thoroughly to remove any dust and debris prior to application, and prime the substrate (if
applicable).
6.3 Titanium"" PSU-30:
6.3.1 PSU-30 shall be installed in compliance with the requirements for ASTM D1970 underlayment
in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.3.2 Cut to 10- to 15-foot manageable sections and re -roll with the release film side out.
6.3.3 Membrane Application:
• Peel back release film approximately 1 to 2 feet and align with the lower edge of the roof
and set in place, printed side up.
➢ Apply the balance of the membrane to the substrate by removing the film and firmly
pressing the membrane into place.
➢ Apply subsequent courses parallel to the eave in a shingle -type, water -shedding manner.
➢ End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum
3-inches.
If the membrane becomes misaligned, cut the roll and re -start.
➢ Upon completion, inspect the membrane and repair any defects or fish -mouths.
6.3.4 For use in tile applications•
6.3.4.1 Reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Section
5.7 herein, using the instructions noted above as a guideline
6.3.4.2 Wait a minimum of 24 hours prior to loading roof tiles.
6.3.4.3 Tiles shall be staged so as to avoid slippage and/or damage to the roof underlayment.
6.4 TitaniumTM UDL-25 PLUS, UDL-30, UDL-50, UDL-TT, UDL-TF and (Private Labeled)
UDL-TTMC300:
6.4.1 Install in compliance with manufacturer's published installation instructions and the
requirements for ASTM D226, Type I and II underlayments in FBC Sections 1507 for the type
of prepared roof covering to be installed.
6.4.2 Fasteners:
6.4.2.1 Mechanical attachment of UDL-25 PLUS and UDL-30 is limited to ring shank roofing nails with
minimum 1-inch diameter plastic caps.
6.4.2.2 Mechanical attachment of UDL-50, UDL-TT, UDL-TF and (Private Labeled) UDL-TTMC300 is
limited to ring shank roofing nails with minimum 3/8-inch diameter heads; ring shank roofing
nails with minimum 1-inch diameter plastic caps; screws and plates; or plastic cap staples.
6.4.3 Sloges of 4.12 or greater:
6.4.3.1 End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-
inches.
Exterior Research and Design, LLC. Evaluation Report I11980.11.08-112
Certificate of Authorization #9503 FL11602-112
Revision 2: 02/17/2012
Page 5 of 6
)OTRINITY'ERD
6.4.3.2 Minimum attachment shall be 12-inches o.c. vertically and 24-inches o.c. horizontally in
accordance with the surface markings on the exposed face of the underlayment. When batten
systems are to be installed atop the underlayment, the underlayment need only be
preliminarily attached pending attachment of the battens.
6.4.4 Slopes of 2:12 to less than 4:12:
6.4.4.1 Double layer application; begin by fastening a 25-inch wide strip along the eaves. Place a full -
width sheet over the starter, completely overlapping the starter course. Continue as noted in
6.4.3, but maintaining minimum 25-inch side (horizontal) laps, resulting in a double -layer
application.
6.4.5 For use in tile aoolications:
6.4.5.1 Reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Section
5.7 herein.
6.4.5.2 TitaniumT1 UDL underlayments are 48-inches wide; wider than the typical, codified 36-inch
wide ASTM D226, Type I and II underlayment. The placement and attachment requirements
set forth in Sections 6.4.3 (single layer with PSU-30 overtop) and 6.4.4 (double -layer) are
suitable to maintain the intent of FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition,
Systems 1 and 2.
6.4.5.3 Tiles shall be staged so as to avoid slippage and/or damage to the roof underlayment.
7. LABELING:
Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the
Accredited Quality Assurance Agency noted herein.
B. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
9. MANUFACTURING PLANTS:
Contact the named QA agency for information on production locations covered by F.A.C. Rule 9N-3 QA
requirements.
10 QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc.-ETL/Warnock Hersey - QUA1673; (604) 520-3321
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report I11980.11.08-R2
Certificate of Authorization #9503 FL11602-112
Revision 2: 02/17/2012
Page 6 of 6