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HomeMy WebLinkAbout52 SAN LUIS OBISPO- SHINGLEJOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT – SAINT LUCIE COUNTY
FILE # 4357318 OR BOOK 4050 PAGE 288, Recorded 10/08/2017 02:28:27 PM
NOTICE OF COMMENCEMENT
Permit No. Tax FoliD No. 1 �" 1 _ I CYJt7 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 5tatutes,
the following Information is provided In this Notice of Commencement
Legal Description of Property and street add, ss If available)-
�nttih 0.YQT n Clw� /%Ilii,N�1M��
Generdt description of impravement: REROOF
Owner information qr lessee rfamtion if the Lessee curttracted for the Improvement:
Name 0 vyv LL '
Address .: c C-i.u`S i eTtc- t
Interest in property_ OWNER
Name and address of fee simple tnleholder (if different from Owner listed above):
Contractors Name: Troasure Coast Roofing
Contractor Address: 1916 SW BILTMORE P8L,FL 34954 Phone Number: 772-370-9770
Surety (If applicable, a copy of the payment band is attached): Amount of bond: $
Name and address: Phone number:
Lender Name: Phone Number:
Lender's address:
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section
713.13{i) (a)7., Florida Statutes:
Name: Phone Number:
Address:
In addition to himself or herself, Owner designates
Lienors Notice as provided in Section 713.13(1) (b), Florida Statutes.
Phone number of person or entity designated by ewner:
to receive a copy of the
Expiration date of notice of commencement: (the explratlon date may not be before the completion of construction and final payment to the
contractor, but will be Is ear from the date of recording unless a different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THEN DTICE OF COMMENCEMENT ARE CONSI DEREO
IMPROPER PAYMENTS UNDER CHAPTER 713, PART[, SECTION 713,13, FLORIDA Si ATIIPES, 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 HNANCiNG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE, OP 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.
o�SI BRCrIJ,i,.rrfifi
{Signature. of Owner or Lessee, orOwner's orLessee's AutherizedOfficer/Director/Panner/Manager ` `t'_ )aSSIQrfko,•,
acknowledged before me this— OLdayof_C,�— , 2D_O,
as , ljcQ c'
Type of authority (e.g. officer, trustee)
(Slgnatuy of Notafry Public - State of Fieri da)
(Print, Type, or Stamp Commissioned Name of Notary P ub[ic)
Type of Identification produced
STATE OF FLORIDA
ST. LUCIE COUNTY -
THIS IS TO CERTIFY THAT THIS ISA n o
TRITE AND CORRECT COPY OF THE
ORIGINAL .
JOSEPH E CLERK
-
By:clerk '
Dopufy
Dater r
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: 212116
Permit Number:
J
•
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential x
PERMIT APPLICATION FOR: Roof
PROPOSED IMPROVEMENT LOCATION:
Address: 52 SAN LUIS OBISPO
Legal Description: SPANISH LAKES COUNTRY CLUB
Property Tax 1D#: 1301-111-0001-000-5
Site Plan Name:
Project Name:
Setbacks Front Back: Right Side: Left Side:
DETAILED DESCRIPTION OF WORK:
Lot No.
Block No.
TEAR OFF EXISTING ROOF INSTALL PEEL N STICK UNDERLAYMENT AND TAMKO
SHINGLES, ROOF IS 3112 PITCH
iomonai work to ne errormeci
HVAC
Gas Tank
unser this permit—cnecK all
FIGas Piping
mat apply:
Shutters
Windows/Doors
_
City: FORT PIERCE: State: FL
Zip Code: 34951 Fax: NIA
Phone No. 585-703-5957
Address: 1816 SW BILTMORE
_
E -Mail: NIA
Electric
Plumbing
11 Sprinklers
Generator
Roof
Total Sq. Ft of Construction: 1600
Cost of Construction: $ 5700.00
5 Ft. of First Floor: _
Utilities: �'Sewer USeptic
Building Height: 1
OWNERAESSEE:
CONTRACTOR:
Name DAVID PALUMBO
Name: 'BRIAN J MALONEY
Address: 52 SAN LUIS OBISPO
Company: TREASURE COAST ROOFING
City: FORT PIERCE: State: FL
Zip Code: 34951 Fax: NIA
Phone No. 585-703-5957
Address: 1816 SW BILTMORE
City: PORT ST LUCIE State: FL
Zip Code: 34984 Fax: 772-343-8358
Phone No. 772-370-9770
E -Mail: NIA
Fill in fee simple Title Holder on next page ( if different
from the Owner listed above)
E -Mail: TCROOFINGLLC@GMAIL.COM
State or County License: CCC1330653
it value or construction is SZ5UU or more, a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER: Not Applicable
Name:
MORTGAGE COMPANY: _ Not Applicable
Name:
Address:
Address:
City: State:
Zip: Phone:
City: State:
Zip: Phone:
FEE SIMPLE TITLE HOLDER: Not Applicable
Name:
BONDING COMPANY: _Not Applicable
Name:
Address:
Address:
City:
City:
Zip: Phone:
Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
w111111r1tL111V_ WU1K V1 rtr_uruirii: vuur ivuiic:e w k-ornrnencement.
Z3_� -1/1 1/ - � s
_ Signature of Own r es e/ ent Signature of Confira--c-forAdanse tSdol
STATE OF FLORIDA/ STATE OF FLORIDA
COUNTY OF�r} �t,�c;� COUNTY OF 1� �- G��'
The forgoing instrum t as acknowledged before me
this 6 day of , 20 I ~I by
(Name of person ac} n Ie ng )
(Signature 'Ndtar blit- State of Florida )
Personally KnownOR Produced Identification
Type of Identificatio Produced
Commission No.5e�1
�2, 217 9
Z T
The forgoing instrument was acknowledged before me
this (p day of ,20 17 by
Personally Known `(., OR Produced Identification
Type of Identification Produced
Commission No.Sak)
Revised 07/15/2014 AFF a, 2?3 e d 4FF ,z2434
m J`
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Pmdort App—1 Menu > Product ar AvRlitaiiun Search > Aopiicatipn Liss > Application Detail
FL # FL18355-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer TAMKO Building Products, Inc.
Address/Phone/Email PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext 2305
kerri_edenC tamko.com
Authorized Signature Kerri Eden
kerri_eden@tam ko.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Zachary R. Priest
the Evaluation Report
2009
Florida License
PE -74021
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
01/07/2019
Validated By
Locke Bowden
' Validation Checklist - Hardcopy Received
Certificate of Independence FL183S5 R2 COI TBPi5001.2 FBC 2014 Product Fvaivation Re[)n
Shinales.0df
Referenced Standard and Year (of Standard) Standard
Year
ASTM D 3161
2009
ASTM D 3462
2009
ASTMD D 7158
2008
TAS 100
1995
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
12/16/2015
Date Validated
22/18/2015
Date Pending FBC Approval
12/19/2015
Date Approved
02/10/2016
Date Revised
05/09/2017
Contact Us :: 2601 Blair Stone Road Tallahassee FR 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2047-2013 State of Florida :: Privacy Statement :: Accessibili Statement :: Refund statement
Under Piorida law, email addresses are putilic rerards. If you do not want your e-mail address released in response to a public -records request, CID not send electronic
mal to this entity. Instead, contact the office by phone or by traditional mail. If you Rave any questions, please chl 950.487.1345. *Pursuant to Section 455.275
(1), FWide Statutes, efrecdve 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 acid—,
please provide the Department with an email address which can be made available to the public. To determine if vuu are a licensee under Chapter 455, F.S., piaase
click Rete .
product Approval Accepts;
ecrr_i M
Credit Card
Safe
FL # Model, Number or Name Description
18355.1 Glass Seal, Elite Class -Seal,
ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage, Heritage Premium,
Heritage Woodgate, Heritage
Vintage, Hip and Ridge, and Vintage
Hip and Ridge Shingles
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL183S5 R2 11 TBP15001.2 F8C 201a Produc" Evaluation
Approved for use outside HVHZ: Yes
ReoaE[ Shins odf
Impact Resistant: N/A
Verified By. Zachary R. Priest PE -74021
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: See evaluation report for limits of use.
Evaluation Reports
FL18355 R2 AE TBP15001.2 FBC 2014 Product Evaluation
R,e lort Shingles-odf
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road Tallahassee FR 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2047-2013 State of Florida :: Privacy Statement :: Accessibili Statement :: Refund statement
Under Piorida law, email addresses are putilic rerards. If you do not want your e-mail address released in response to a public -records request, CID not send electronic
mal to this entity. Instead, contact the office by phone or by traditional mail. If you Rave any questions, please chl 950.487.1345. *Pursuant to Section 455.275
(1), FWide Statutes, efrecdve 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 acid—,
please provide the Department with an email address which can be made available to the public. To determine if vuu are a licensee under Chapter 455, F.S., piaase
click Rete .
product Approval Accepts;
ecrr_i M
Credit Card
Safe
CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer:
TAMKO BUILDING PRODUCTS
Standard
220 West 4' Street
PRI Construction Materials Technologies (TST5878)
Joplin, MO 64801
TAS 100
TAS 100
(417)624-6644
Manufacturing Plants:
Joplin, MO
TAS 100
Phillipsburg, KS
PRI Construction Materials Technologies (TST5878)
Frederick, MD
TAS 100
Dallas, TX
PRI Construction Materials Technologies (TST5878)
Tuscaloosa, AL
Quality Assurance:
UL LLC (QUA9625)
SCOPE
TAP -130-02-01
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING CODE 5Ta EDITION (2014)
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
REFERENCES
Issued December 14, 2015
Entity
PRI Construction Materials Technologies (TST5878)
Report No,
TAP -043-02-01
Standard
Year
PRI Construction Materials Technologies (TST5878)
TAP -051-02-01
TAS 100
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -054-02-01
TAS 100
1995
1995
PRI Construction Materials Technologies (TST5878)
TAP -114-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -117-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -130-02-01
TAS 100
1995
PRi Construction Materials Technologies (TST5878)
TAP -131-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -165-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -280-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -303-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -307-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -314-02-01 Rev 2
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
TAP -315-02-01
TAP
ASTM D 6381
2008(2013)e1
UL LLC (TST9628)
-317-02-01
TAS 100
1995
UL LLC (TST9628)
02NK9507
04NK243B6
ASTM D 3161
2009
UL LLC (TST9628)
05NK28006
ASTM D 3462
ASTM D 6381
2009
2008(2013)e1
UL 2390
UL LLC 628
TST9
( )
06NK03898
ASTM D 7158
ASTM D 3161
2008d
2009
UL LLC (TST9628)
08CA59132
ASTM D 3462
ASTM D 3161
2009
2009
UL LLC (TST9628)
09NK07896
ASTM D 3161
2009
UL LLC 628
(TST9628) )
10CA50498
ASTM D 3462
ASTM{ D 3462
2009
2009
UL LLC (TST9628)
UL LLC (TST9628)
10CA64882
ASTM D 3161
2009
11NK14014
ASTM D 3161
2009
UL LLC (TST9628)
R )
12CA24551
ASTM D 3462
ASTM D 3161
2009
2009
UL LLC (TST9628)
UL LLC (TST9628)
4786110543
ASTM D 6381
2008(2013)e1
UL LLC (TST9628)
4787043752
ASTM D 3161
2009
4787148748
ASTM D 7158
2008d
ASTM D 3161
2009
ASTM D 3462
2009
TBP15001.2 FL18355-R2 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61520-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEKTAMKO BUILDING PRODUCTS
TECHNICAL SERVICES. LLC Asphalt Shingles
PRODUCT DESCRIPTION
Elite Glass-5eaW 12-1/4" x 36", ASTM ID 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab
(Frederick, Joplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass -Seal
(Frederick &
Tuscaloosa)
Glass -Seal
(Joplin)
Heritage@
(Dallas, Frederick,
Joplin, Phillipsburg &
Tuscaloosa)
Heritage@ Premium
(Dallas, Frederick,
Phillipsburg &
Tuscaloosa)
Heritage@ Premium
(Frederick)
Heritage@ Vintage@
(Phillipsburg)
Heritage@ Woodgate
(Dallas & Frederick)
Heritage@ Woodgate
(Frederick)
Hip and Ridge Shingles
(Frederick $, Joplin)
Vintage@ Hip and Ridge
(Phillipsburg)
12-1/4" x 36".. ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462,
12-1/4" x 36", ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass
mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
17-112" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
12" x 36-318", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only,
12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
shingle surfaced with mineral granules complying with ASTM D 3462.
12° x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
surfaced with mineral granules complying with ASTM D 3462.
TSP15001.2 FL18355-R2 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
rK
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass -Seat®
Basic Wind Speed (V„r,):
(Frederick, Joplin &
Basic Wind Speed (Vasd):
Tuscaloosa)
Deck (HVHZ):
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
'Deck (Non-HVHZ):
Underiayment:
Min. slope:
Installation (HVHZ):
installation (Non-HVHZ):
Nailing
Area
Nailing
Area
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installed with 5-1/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5 -1/8 -inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
Butt Edge
Figure 1. Elite Glass -Seal & GlassSeei
4 Nail Pattern (Non-HVHZ only)
NAILS
70
5-1181,
Butt Edge
Figure 2. Elite Glass -Seal & Glass -'Seal
6 Nail Pattern
X718°
5-118"
TBP15001.2 FL18355-R2 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Heritage@) Basic Wind Speed (V,,[):
(Dallas, Frederick, Joplin, Basic Wind Speed (Vasd)
Phillipsburg & Tuscaloosa) Deck (HVHZ):
&
Heritage@ Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa) Deck (Non-HVHZ):
Heritage@ Woodgate
(Dallas & Frederick) Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
6-1/811
M
TAMKQ BUILDING PRODUCTS
Asphalt Shingtes
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19132 in_ plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSS existing construction -
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installed with 5-5/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5-5/8 in. exposure in accordance with FBG
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either'4 Nail
Pattern" or "6 Nail Pattern" detailed below_
FASTENERS NAIL ZONE
COMMON
BOND
EXPOSURE 5-5/8"
12-1/2" -►-- 12-318" --- 12-112` �-1,�
Figure 3. Heritage@, Heritage@ Premium, and Heritage® Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE
GOMMON
BOND
IE 5-518"
1—� IFr -jf2s� i-1/2"-.�+t- � -31a� r -1 /'�"-►,{�f-iia°`-►I �--1
Figure 4. Heritage@) S Heritage@ Premium
6 Nail Pattern
TBP15001.2 FI -18355-R2 Page 4 of 11
This evaluation report is provided for state of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, instaliation, recommended use, or other product attributes that are not
specifically addressed herein.
SCREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
T£C!-IiVIGAL SERVICES, LLC
NAIL ZONE/
NEMS. COIUIMON BOND
7EXPOSURE5518„
Figure 5. Heritagefg) Woodgate
6 Nail Pattern
0 Common Bond
PAI NT
LINE,
7-7/8"
6-118"
A—
39-318"
Figure 6. Heritage®, Heritage® Premium, 8 Heritage) Woodgate
Alternate 6 Nail Pattern
ACCEPTABLE
FASTENER LOCATION
ADO NOT FASTEN
ALONG EDGE OF
COMMON BOND
PREFERRED
FASTENER
LOCATION
L ZONE
EDGE OF
COMMON
BOND
EXPOSURE
5J-55/81,
Figure 7. Heritage® (Tuscaloosa)
Expanded Nail Zone
Nall patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above
TBP15081.2 FL18355-R2 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
`i`EcHNICAL SERVICES. LLC
Heritage@ Premium Basic Wind Speed (V,,u):
(Frederick) Basic Wind Speed (Vmd):
Deck (HVHZ):
Deck (Non-HVHZ):
Underfayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
TAIVIKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19132 in_ plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15132 in, plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12...
Installed with 5 in. exposure in accordance with RAS 115
and manufacturers published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below_
NAIL ZONE/
NERS tom` /COMMON BOND
51f2" EXPOSURE 5"
1 " `►�+- 11 " - ►-
1211 �►}+-11 1
Figure 9. Heritage® Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS OMMON BOND
51/2" EXPO RE 5"
Figure 9. Heritage@ Premium (Frederick)
6 Mail Pattern
T BP15001,2 Ft 18355-R2 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, instailation, recommended use, or other product attributes that are not
specifically addressed herein.
ECREEK TAIVIKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES. LLC
Heritage® Woodgate Basic Wind Speed (V„tt): Max. 194 mph
(Frederick) Basic Wind Speed (Vasa): Max. 150 mph
Deck (Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min_ 15132 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
Underlayment: In accordance with FBG requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Naif
Pattem" or "6 Nail Pattern" detailed below.
NAIL ZONE/
COMMON BOND
' 1 T
5-1l2" EXPOSURE 5n
Figure 10. Heritage® Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
COl' i'lON BOND
1-F
EXPOSURE 5°
..J
1"— 'f` 9.112" �' 9 /8"-�► 43'�►I4 9.112" k-1 11
Figure 11. Heritage@ Woodgate (Frederick)
6 Nail Pattern
TBP15001.2 FL18355-R2 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, i of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
RIM
ECREE
TECHNICAL SERVICES, —YLC.
Heritage@) Vintage® Basic Wind Speed (V,,,,):
(Phillipsburg) Basic Wind Speed (Va-,):
Heck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
instalfa#ion (HVHZ):
lnstaliation (loon-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 75/32 in. plywood or wood plank for
new construction; Min. 7116 in. 0S8 existing construction.
in accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5 in- exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "5 Mail
Pattern" or "6 Nail Pattern" detailed below.
4U
T
g• I Faqenets
9.1.1' 41i�'— n.xsy.
4-L11'
-1,
I+-1o�,•a• —'f f +-10-�x•
Figure 12. Heritage@ Vintage®
5 Nail Pattern (non-HVHZ only)
Figure 13. Heritage® Vintage
6 Nail Pattern
E(posvre
- t,bich
17.1/?"
rUR
TBP15001.2 FL18355-R2 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
7�71f�-►r-7-31i'
F7
Figure 13. Heritage® Vintage
6 Nail Pattern
E(posvre
- t,bich
17.1/?"
rUR
TBP15001.2 FL18355-R2 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEKAsphalt
TAMKO BUILDING PRODUCTS
Shingles
Tt=CHNICAL SERV10Es] LLC
Hip & Midge Basic Wind Speed (Vali):
Max. 194 mph
(Frederick & Joplin) Basic Wind Speed (V,Sd):
Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ).
In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construckion; Min. 7116 in. OSB existing construction.
Underlayment:
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements.
Installation:
Installed with 5-1/8 inch exposure in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
Start 5-1/8" exposure
here—
u
r� Q
11�
Figure 1 here 5-1/S"
g exposure
Yo
Fastener Fastener
f Figure 2 \ Figure 3
n
Figure 14. Flip & Ridge (Frederick & Joplin)
TBR15001.2 FL18355-R2 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
lR E TAMKO BUILDING PRODUCTS
0 Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage® Hip & Ridge Basic Wind Speed (V,,n): Max. 194 mph
(Phillipsburg) Basic Wind Speed (Vasd): Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
Deck (Non-HVHZ): in accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7116 in. OSe existing construction,
Underlayrnent. In accordance with FBC requirements.
Min_ slope: 2;12 and in accordance with FBC requirements.
Installation: Installed with 5 inch exposure in accordance with the FBC
and manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing Wind
Figure 1
. Fastener
9-1/2"
Figure 2
rlgure 3
Figure 15. Vintage@ Hip & Ridge (Phillipsburg)
TBP15001.2 FL18355-R2 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3_ The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or Other product attributes that are not
specifically addressed herein.
imCREEK
TECHNICAL SERVICES, LLC
LIMITATIONS
TAMKO BUILDING PRODUCTS
Asphalt Shingles
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM O 7158 applies to exposure B & C with a building mean roof height of 33 -ft or less -
5) Deck substrates shall be clean, dry, and free from any irregularities and debris_ All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
5) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck,
7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturers
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a duality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 5" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer.
NS
No 74021
• STATE OF �_
c• :�:
.4
CERTIFICATION OF INDEPENDENCE
2015.12.14
Ih- 13:44:19
`05100'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
Products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity invelved in the approval process of the
product.
END OF REPORT
TBP15001.2 FL1B355-R2 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
Business Professional " !q
r
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db' r (A Product Approval
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Prndutt APnrnval Menu > Prcuiuct or Aoolicatio, Sea le. i Appkatron List > Applieabon Detail
FL#k
FL18355-R2
Application Type
Revision
Code Version
2014
Application Status
Approved
Comments
Archived
Product Manufacturer
TAMKO Building Products, Inc.
Address/Phone/Email
PO Box 1404
Joplin, MO 64602
(417) 624-6644 Ext 7305
kerri_eden @tam ko.com
Authorized Signature Kerri Eden
kerri_eden@tomko.com
Technical Representative
Address/Phone/Email
Quaiity Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R. Priest
the Evaluation Report
Florida License PE -74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden
Validation Checklist - Hardcopy Received
Certificate of Independence
FLIS355 R2 COI TBP15001.2 FBC 2014 Product Evaluation Report
Shinales.ndf
Referenced Standard and Year (of Standard) Standard
ASTM D 3161
ASTM D 3462
ASTMD 13 7158
TAS 100
Equivalence of Product Standards
Certified By
Sections from the Cade
Year
2009
2009
2006
1995
Product Approval Method Method 1 Option D
Date Submitted
12/16/2015
Date Validated
12/18/2015
Date Pending FBC Approval
12/19/2015
Date Approved
02/10/2016
Date Revised
05/09/2017
Summary of Pradtrrtc
EE #
Model, Number or Name Description
18355.1
Glass -Seal, Elite Glass -Seal,
ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage, Heritage Premium,
Heritage Woodgate, Heritage
Vintage, Hip and Ridge, and Vintage
Hip and Ridge Shingles
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
F 355 R2 II T$P15001.2 FBC 2014 Product Evaluation
Approved for use outside HVHZ: Yes
Report Shingles df
Impact Resistant: N/A
Verified By: Zachary R. Priest PE -74021
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: See evafuation report for limits of use,
Evaluation Reports
FL18355 R2 AF TBP 5001 2 Ft3C 2014„Product, Evaluation
Report Shingled odf
Created by Independent Third Party: Yes
Back Mex
Contact Os : t 2601 Blair Stone Road Tallahassee FL 32399 Phone.: 850-487-1824
The State of Florida is an WEED employer. CopYrirtht 2007-2013 State of Florida.:: Privacy Sptement :: Accessibilaty 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 publicrecordsrequest, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, grease contact 85a.487.1395.'Pumuant to Section 455.275
W, Florida Statutes, effective October 1, 20;2, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
Mails Provided may he used for official communication with the licensee. However email addresses are public record. If you do not wish to su poly a personal address,
please provide the Department with an email address which can be made available to the public. Tc determine ifyou are a ilcensee. under Chapter 455, F.S., please
click here .
Product Approval Accepts:
T_ ig tC_lst3
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Safe
CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer:
TAMKO BUILDING PRODUCTS
Standard
220 West 4h Street
PRI Construction Materials Technologies (TST5878)
Joplin, MO 64801
TAS 100
TAS 100
(417)624-6644
Manufacturing Plants:
Joplin, MO
TAS 100
Phillipsburg, KS
PRI Construction Materials Technologies (TST5878)
Frederick, MD
TAS 100
Dallas, TX
PRI Construction Materials Technologies (TST5878)
Tuscaloosa, AL
Quality Assurance:
UL LLC (QUA9625)
SCOPE
TAP -130-02-01
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING CODE 5z" EDITION (2014)
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
REFERENCES
Issued December 14, 2015
Entlty
PRI Construction Materials Technologies (TST5878)
Report No.
TAP -043-02-01
Standard
Year
PRI Construction Materials Technologies (TST5878)
TAP -051-02-01
TAS 100
TAS 100
1995
1995
PRI Construction Materials Technologies (TST5878)
TAP -0544-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -114-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -117-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -130-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -131-02-01
TAS 100
9995
PRI Construction Materials Technologies (TST5878)
TAP -165-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -280-02-01
TAS 100
1995
PRt Construction Materials Technologies (TST5878)
TAP -303-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -307-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -314-02-01 Rev 2
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
TAP -315-02-01
TAP
ASTM D 6381
2008(2013)e1
UL LLC (TST9628)
-317-02-01
02NK9507
TAS 100
1995
UL LLC (TST9628)
04NK24366
ASTM D 3161
ASTM D 3462
2009
2009
UL LLC (TST9628)
05NK28006
ASTM D 6381
2008(2013)e1
UL 2390
UL LLC (TST9628)
06NK03898
ASTM D 7158
ASTM D 3161
2008d
2009
UL LLC (TST9628)
08CA59132
ASTM D 3462
ASTM D 3161
2009
2009
UL LLC (TST9628)
09NK07896
ASTM D 3161
2009
UL LLC TST9628
(TST9628)
10CA50498
ASTM D 3462
ASTM D 3462
2009
2009
UL LLC (TST9628)
10CA64882
ASTM D 3161
2009
UL LLC (TST9628)
11 NK14014
ASTM D 3161
2009
UL LLC (TST9628)ASTM
12CA24551
0 3462
ASTM D 3161
2009
2009
UL LLC (TST9628)
UL LLC (TST9628)
4786110543
ASTM D 6381
2008(2013)e1
UL LLC (TST9628)
4787043752
ASTM D 3161
2009
4787148748
ASTM D 7158
2008d
ASThf D 3161
2009
ASTM D 3462
2009
TBP15001.2 FL18355-R2 Pagel of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3_ The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
SCREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass-Seal@ 12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick, Joplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass -Seal
(Frederick &
Tuscaloosa)
Glass -Seal
(Joplin)
Heritage@
(Dallas, Frederick,
Joplin, Phillipsburg &
Tuscaloosa)
Heritage@ Premium
(Dallas, Frederick,
Phillipsburg &
Tuscaloosa)
Heritage@ Premium
(Frederick)
Heritage® Vintage@
(Phillipsburg)
Heritage@ Woodgate
(Dallas & Frederick)
Heritage@ Woodgate
(Frederick)
Hip and Fridge Shingles
(Frederick & Joplin)
Vintage® Hip and Ridge
(Phillipsburg)
12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H S0 -sealing, 34ab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462,
12-114" x 36", ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass
mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
17-112" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
12" x 36-318", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
12-114" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
shingle surfaced with mineral granules complying with ASTM D 3462.
12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
surfaced with mineral granules complying with ASTM D 3462.
TBP15001.2 FL18355-R2 Page 2 of 11
This eva3uation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evafuation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass -Seal@
Basic Wind Speed (Vit):
(Frederick, Joplin &
Basic Wind Speed (Vasil):
Tuscaloosa)
Deck (HVHZ):
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
Neding
Area
Nailing
Area
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements:
Solidly sheathed min, 15/32 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
In accordance with FBC requirements,
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installed with 5-118 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Mail Pattern" detailed
below.
Installed with 5 -118 -inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using_ either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
NAILS
c
BW Edge
Figure 1. Elite Glass -Seal & Glass -Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
-71g"
5-1/8"
Butt Edge
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
-718"
i-1181,
TBP15001.2 FL18355-R2 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Heritage@ Basic Wind Speed (V„„):
(Dallas, Frederick, Joplin, Basic Wind Speed (V„3):
Phillipsburg & Tuscaloosa) Deck (HVHZ):
&
Heritage@ Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa) Deck (Non-HVHZ):
Heritage@ Woodgate
(Dallas & Frederick) Underlayment:
Min. sfope:
Installation (HVHZ):
Installation (Non-HVHZ):
6-1/81,
TAMKO BOLDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max_ 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15/32 in, plywood existing
construction.
In accordance with FBG requirements;
Solidly sheathed min. 15132 in_ plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12_
Installed with 5-518 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern” detailed
below.
Installed with 5-516 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
FASTENERS NAIL ZON E
COMMON
BOND
EXPOSU R E 6-618"
11" [ — 12-1/2" —► 4— 12-318" —►�F-- 12-1 /2 `-- �--1 n
Figure 3. Heritage@, Heritage@ Premium, and Heritage@ Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
N
NAIL ZONE
COMMON
BOND
IE 5-518"
1 `--►� �-r-172`�f t- T-�1i�"-�{+r- 1.318"-►}� 7-'112"-�i-1 �2"-►� �i--1 "
Figure 4. Heritage@ & Heritage@ Premium
6 Nail Pattern
TBP15601.2 FL18355-R2 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3_ The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
Specifically addressed herein.
CREEKTAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
NAIL ZONE/
COMMON BOND
EXPOSURE 55!8"
'r
1" �-7-tf�'��..�-EI2"�►�-7t3/8�1�7..�/��-i/2� � 1 ",
Figure 5. Heritage@ Woodg ate
6 Nail Pattern
PAINT
LINE,
7-71811
6-j/a"
AL
0 Common Bond
i
7
39-318"
Figure 6. Heritages, Heritage@ Premium, & Heritage@ Woodgate
Alternate 6 Nall Pattern
ACCEPTABLE
FASTENER LOCATION
"DO NOT FASTEN
ALONG EDGE OF
COMMON BOND
PREFERRED
FASTENER
LOCATION
L ZONE
EDGE OF
COMMON
BOND
EXPOSURE
5-5/8"'
Figure 7. Heritage@ (Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above
TBP15001.2 FL18355-R2 Page 5 of 1?
This evaluation report is provided for State of Honda product approval under Rule 61 C20-3_ The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor amply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
REEK
TECHNICAL SERVICES, LLC
Heritage® Premium Basic Wind Speed (V.,,) -
(Frederick) Basic Wind Speed (Va,d):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19132 in_ plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
(JAIL ZONE'
RS fi- _ AOMMON BOND
IIXPOI I I E11
Figure 8. Heritage(D Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE!
FASTENERS /COMMON BLIND
E
SURE 45°
1,L-� �-9112' T 3' 9"--+--3" 91d2" Ir -1 „
Figure 9. Heritage® Premium (Frederick)
6 {Vail Pattern
TBP15001.2 FL18355-R2 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
NiiiIiIIIIIIIIIIIII
ECREEK
TECHNICAL SERVICES, LLC
Heritage@ Woodgate Basic Wind Speed (V",,):
(Frederick) Basic Wind Speed (Vald):
Deck (Non-HVHZ):
Underlaymerlt:
Min. slope:
Installation (Non-HVHZ):
FASTENERS
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed rain. 15132 in.. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installed with 5 in_ exposure in accordance with FBG
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed Below.
NAIL ZONE/
COMMON BOND
I T
5`112" EXPOSURE V
4 11
11 "�'--12 -3/8" ---►.-. 11 " -► I.i..1
Figure 10, Heritage® Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
5 -
tiSh fl LUN C1
WN BOND
111-1►f � 9-112" 9,318" F3'� 9-112" -� �-1"
Figure 11. Heritage® Woodgate (Frederick)
6 Nail Pattern
TBP15001.2 FL18355-R2 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3_ The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ACREEK
TECHNICAL SERVICES, i_I_C
Heritage@ Vintage@ Basic Wind Speed (Vgi):
(Phillipsburg) Basic Wind Speed (Veld):
Check (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
�*—i ora• —�' �+—ia�,n�
lnstailation (HVHZ):
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7116 in. OSS existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nall Pattern" detailed
below.
Installed with 5 in_ exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "5 Nail
Pattern" or "6 Nail Pattern" detailed below.
Figure 12. Heritageo Vintage@
5 Mail Pattern (non-HVHZ only)
xPo5um
nnah
Figure 13. HeritageQ Vintage'
6 Nail Pattern
TBP15001.2 FL18355-R2 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK0
TAMKO BUILDING PRODUCTS
Asphalt: Shingles
TECHNICAL SERVICES,
LLC
Hip & Ridge
Basic Wind Speed (V,,,r):
Max. 194 mph
(Frederick & Joplin)
Basic Wind Speed (Vag):
Max. 150 mph
Deck (HVHZ):
in accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
Deck (Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
Underlayment:
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements.
Installation:
Installed with 5-118 inch exposure in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
Start 5-1/8" exposure
hlei re—
Figure 1
�Fastener
5-5I8"
Figure 2 \ / I Figure 3
Figure 14, Hip & Ridge (Frederick & Joplin)
TBP15001.2 FL18355-R2 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or ether product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Vintage@ Hip & Ridge
(Phillipsburg)
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Basic Wind Speed (V.tt):
Max. 194 mph
Basic Wind Speed (Vasd):
Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. p#ywood or wood plank for
new construction; Min. 15132 in. plywood existing
Deck (Non-HVHZ):
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
Underlayment:
new construction; Min. 7116 in. OSB existing construction.
In accordance with FBC requirements.
Min. slope:
2.12 and in accordance with FBC requirements.
installation:
Installed with 5 inch exposure in accordance with the FBC
and manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
I
Figure
1 !!
Fastener
�5-112"
Figure 2
1"
'`Fastener
' �5 -1
1/4" Figure 3
Figure 15. Vintage® Flip & Ridge (Phillipsburg)
TSP15001.2 FL18355-R2 Page 10 of 11
This evaluation report is provided far State of Florida product approval under Rule 61 G20-3_ The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specsfically addressed herein.
ECREEK
TECHNICAL SERVICES, LLC
LIMITATIONS
TAMKO BUILDING PRODUCTS
Asphalt Shingles
I ) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33 -ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to undedayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) Installation of the evaluated products shall comply with this report, the FSC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 5`h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer.
Y ✓-i.
�i
No 74021
Q�'. STATE OF
�'Al
CERTIFICATION OF INDEPENDENCE
2015.12,14
13.44;19
—051001
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
TBP15001.2 FL18355-R2 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify GREEK
Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
odda BJ ding `;ode Online https://www.floridabuilding.org'pr/pr_app dtl.aspx?param�wGEVX...
n g aCIS Hor Lag In User ReglStratIOn Hot TopICS Submt Surcharge Stats & ractS Publkattfns FEC Staff RCis Site Map LlnkS search
Professional
]jI i:s Product Approval
1 ro essio` al tb USER: PDX User
yroduct Anoroval HP
4W > Prole# o:„[rgFatlon Search r ¢,p,)>a_tlass I:[st > AppYcatigf 6etai
FL # FL16048-113
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer TRI -BUILT Roofing Products
Address/Phone/Email 9054 Louisiana Street
Merrillville, IN 46410
(201) 542-2449
david. ruin@tri builtmateriaisg roup.com
Authorized Signature David Ruiz
davicJ,ruiz@tribuiltmaterialsgroup.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford, N] 07073
(201) 842-2449
david.ruiz@trihuiltmaterialsgroup.com
Quality Assurance Representative
Ad dress/Phone/Ema ll
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE -59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
1 of 2
ELI
604 RR3 C01 2015 01 COT Nieminen.pd_f
Standard
ASTM D1g70
ASTM G155
FRSA(TRI April 2012 (04-12)
TAS 103
Year
2009
2005
2012
1995
5/24/2016 9:55 AM
arida Btlilding Code praline
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
httpsJlww-w.fl oridabuildi ng.org/pr/pr_app_dtl, aspx?param=wGEVX...
Method 1 Option D
10108/2015
10/19/2015
1©/2112615
12/15/2015
Summar/ of Products
FL # Model, Number or Name
Description
16048.1 TRI -BUILT Roof Underiayments
- —
Self -adhering, modiRed bitumen roof underlayments
Limits of Use
Installation Instructions _
Approved for use In HVHZ: No
FL16048 R3 rl 2015 10 FINAL ER TRI -
Approved for use outside HVHZ: Yes
BUILT UNDERLAYMENTS FL16048-R3.odf
Impact Resistant: N/A
Verified By: Robert Nieminen PE -59i66
Design Pressure:. +N/A/ -45
Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains to use
Evaluation Reports
of foam -on the systems overtop the self -adhering
FL16048 R3 AE 21715 10 FINAL ER TRI-
undedayment for one particular application. See ER Section
BUILT UNDERLAYMENTS FL16048-P3_pd#
5.6 for details. 2.) Refer to ER Section 5 for other Limits of
Created by Independent Third Party: Yes
Use.
,7 _-7 C
9=aCt_US :; 1940 North Monroe Street. ialaha_ccae FL 32309 (lope: 850-087-1824
The State of Flartla Is an AA/Uo emplayer, Carnr(oht 20[17-2ga,; 5[a�g_q� y}, ;; Prn, c Statement:: lycess�Rv Sratement :: , Lef8c0E
Under FIX48 bw, emal addresses are public records. if you do not want your a -mai address reieased It response to a pub(ic-records request, do not send ekxamnic
mal to this entity. kstead, contact the alike by phone or by traditional mall. ]r you have any questions, please contact 850.487.1395. `Pursuant to Section
455.275(1), Florida Statutes., eNecttve October:, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emau address r they have
one. -rhe emacs provided may be used for aRkkl 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 emal address which can be made avallabie to the pubic.. lb determine It you are a tenses under Chapter
455, F.S., please dick hem.
Crodu&Appe al♦eteptse
U
-curio t
2 of 2 5/24/2016 4:58 AM
Tol
MtI ERD
EVALUATION REPORT
Allied Building Products Corp.
dba TRI -BUILT Roofing Products
90SO Louisiana Street
Merrillville, IN 46410
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX; (203) 262-9243
Evaluation Report A4296O.1O.12-R3
FL16O48-R3
Date of Issuance: 10/25/2012
Revision 3: 10/08/2015
SCOPE:
This Evaluation Report is issued under Rule 61G2O-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 evaluated for compliance with the 5`t' Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: TRI -BUILT Roof Underiayrnents
LABELING: Labeling shall be 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. Trinity I ERI) 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 "Trinity IERD 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 S.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration Na. 59166, Florida OCA ANE1983
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD 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. Trinity l ERD 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 Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
'h> S>„'=••y`�y' ���
The racsimite seal appearing was authanied by Robert Keminen.
_?J�st;;,;i„•.•s
P.E.nn10y'U2615. This does not serve as an electronically signed
document. Signed, sealed hardcoptes have been transmined to the
Product Appro'.°ai Admisrrnraior and to the named churn
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD 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. Trinity l ERD 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 Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
JN° ERD
ROOFING COMPONENT EVALUATION:
I. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement. TRI -BUILT Roof Underlayments, as produced by TRI -BUILT, have demonstrated compliance
with the following sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein -
2. STANDARDS:
Section
Property
Standard
Year
1507.2.4, 1S07.2.8, 1507.2.9.2,
Physical Properties
ASTM D1970
2009
1507.4.5.1, 1507.5.3, 1547.7.3
1504.6
Accelerated Weathering
ASTM G155
2005
1507,3.3
Installation Practice
FRSA/TRI April 2012 (04-12)
2012
1523.65.2.1
Physical Properties
TAS 103
1995
I REFERENCES;.
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
S4OS40.02.13-1
02/19/2013
ERD (TST6049)
Physical Properties
544540.11.13
11/19/2013
ERD (TST6049)
Physical Properties
540540.03.14
03126/2014
ERD (TST6049)
Physical Properties
544870.04.14-2
04/02/2014
ERD (TST6049)
Physical Properties
544870.04.14-3
04/02/2014
ERD IT5T6049)
Physical Properties
544870.04.14-1
04/10/2014
ERD (TST6049)
Physical Properties
544870.04.14-4
04/10/2014
ERD (TST6049l
Physical Properties
543530,02,14-1-R1
05/14/2014
ERD (TST6049)
Physical Properties
543530.05.14
05/28/2014
ERD (TST6049)
Physical Properties
540540.10.14
10/31/2014
ERD (TST6049)
Physical Properties
SC7645.02.15
02/13/2015
ERD (TST6049)
Accelerated Weathering
SCS520.04.15
05/27/2015
UL, LLC (QUA9625)
quality Control
Multiple -Listing 816814
09/04/2015
UL, LLC. (QUA9625)
Quality Control
Service Confirmation
Exp. 10/16/2017
4, PRODUCT DESCRIPTION:
4.1 Self -Adhering Underla ments:
4-1.1 Tri -Built Sand -R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a 36 -inch sheet width.
4-1.2 Tri -Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underlayment
4.1.3 Tri -Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified
bitumen roof underlayment.
S. LIMITATIONS:
5-1 This is a building code evaluation. Neither Trinity[ERD nor Robert Nieminen, P.E, are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specificaliy for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R3
CeWfkrate otAuthorization #9503 FL16048-R3
Revision 3: 10/08/2015
Page 2 of S
5.4 TRI -BUILT hoof 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 AHJ for approval
based on this evaluation combiner) with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the underlayments are as follows:
TABLE 1: ROOF COVER OPTiON5
Underlayment Asphalt Wood Shakes
i Shingles Nail -On Tile Foam -On Tile Metal &Shin fes Slate
Shingles
Tri -Built Sand -11 SA Shingle
Underlayment I Yes No No No Yes Yes
Fri -Built S/A HTTU
Yes
I Underlayment Yes Yes See 5.5,1 Yes Yes Yes
Tri -Built Smooth HT S/A
Underlayment Yes No No Yes Yes Yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
Tri -Built S/A HT TU Underlayment with 3M— 2 -Component Roof Tile Adhesive AH -160 (171.6332) or Dow
TileBond— Roof Tile Adhesive (FL717)
5.6 Allowable substrates are noted below:
5.6.1 Direct -Bond to Deck:
Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT 5/A
Underlayment applied to:
Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed 056; ASTM D41 primed structural
concrete.
While not required over plywood, OSB or Southern Yellow Pine substrates, TRI -BUILT recommends priming
the deck if the final roof cover is not slated for installation within 24 hours. Dote: TRI -BUILT requires
tongue -and -groove board decking be covered with plywood or 0513 prior to installation of the self -
adhering Underlayment.
5.6.2 Bond -to -Insulation:
Tri -Built S/A HTTU Underlayment applied to:
r Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam -on tile systems, insulation attachment shall be designed by a qualified design professional and
installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D
or TAS 114, Appendix J.
5.6.3 Bond to Mechanically Attached Base Laver:
;= ASTM D226, Type I or Il felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached
per minimum requirements of FRSA/TRi April 2012 (04-12).
Exterior Research and Design, LLC. Evaluation Report A42960.10,12-113
Certificate of dutharizotion #9503 FL16048-R3
Revision 3: 10/0$/2o15
Page 3 of 5
TRINITY ED
5.6.4 Wind Resistance for Underla ment 5 stems in Foam -On Tile A licatipns: FRSA/TRI April 2012 (04-12)
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 direct -deck
underlayment systems that are not addressed in FRSAJTRI April 2012 (04-12) 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, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures.
5.6.4.1 Maximum Design Pressure = -45.0 psf.
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AH1.
Primer: (Optional) ASTM D41
Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered.
S.7 Exposure Limitations:
5.7.1 Tri -Built Sand -R 5A Shingle Underlayment or Tri -Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30 -days after installation
5.7.2 Tri -Built 5/A HT TU Underlayment shall not be left exposed for longer than 180 -days after installation.
INSTALLATION:
6.1 TRI -BUILT Roof Underiayments shall be installed in accordance with TRI -BUILT 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 Tri -Built Sand -R 5A shin le Underlayment Tri -Built S/A HT TU Underlayment or Tri -Built Smooth FITS A
Underlayment:
6-3.1 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 Nor -Tile applications:
While priming is optional, TRI -BUILT recommends priming the deck if the final roof cover is not slated for
installation within 24 hours.
Apply sheet parallel to the roof edge. Roil out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel -off the release film diagonally while holding the
membrane tight. Firmly roll the membrane into place to achieve a bond.
Horizontal seams should be minimum 3 -inches, configured to shed water. Vertical seams should be 6 -
inches and staggered not less than 2 -ft from vertical seams in the course below, All over -granule end -laps
shall be sealed using either heat -welding or hot air welding techniques.
When installing at slopes above 8:12, Allied Building Products Carp recommends back -nailing in the
overlap area at the top of the sheet at 12 -inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys, apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications( Tri -Built SIA HT TU Underla meat only):
Reference Is made to FRSA/TR1 April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underiayment.
Exterior Research and Design, LLG Evaluation Report A42960.10.12 -R3
Certtfkote Of AuthorfzoVan M03
FL16048-R3
Revision 3: 10/08/2015
Page 4 of 5
7. BUILDING PERMIT' REQUIREMENTS:
TRINITY EERD
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS;
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements.
'�. QUALITY AsSuRANCE ENTITY:
UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us,ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC.
tert lkate of AWtharivatian #9303 Evaluatlon RepOrt AQ2960.10.12-113
FL16048-R3
Revision 3: 10/08/2()15
Page 5 of s
of ids Building `.;ode Online
BUS Home Lon in User Regfstmtlon Hot Topes
Bus�Ip esJ j//yy' ggg}}ggg ,' Product Approval
ProfessionalL4 USER: FuMc User
v \\Pro11VO ,iPArov�_FEemj > Pmduct a€ Ava>f<[atbn Sear[#t > �yiiratWn LLMC > Application Detail
- https://www.floridabuilding.org/pr/pT_app dtl.aspx?param�wGEVX...
Submit SurchaMe Stats & FaCts Publkatbns FBC Staff RCiS Site Map Links Search
FL #
' FL16048-R3
Application Type
Revision
Code Version
2014
2-
e,Q
_X
BUS Home Lon in User Regfstmtlon Hot Topes
Bus�Ip esJ j//yy' ggg}}ggg ,' Product Approval
ProfessionalL4 USER: FuMc User
v \\Pro11VO ,iPArov�_FEemj > Pmduct a€ Ava>f<[atbn Sear[#t > �yiiratWn LLMC > Application Detail
- https://www.floridabuilding.org/pr/pT_app dtl.aspx?param�wGEVX...
Submit SurchaMe Stats & FaCts Publkatbns FBC Staff RCiS Site Map Links Search
FL #
' FL16048-R3
Application Type
Revision
Code Version
2014
Application Status
Approved
comments
Archived
Product Manufacturer TRI -BUILT Roofing Products
Address/Phone/Email 90$4 Louisiana Street
Merrillville, IN 46410
(201) 842-2449
david.ruiz@tribuiltmaterialsgroup.com
Authorized Signature David Ruiz
david. ruin@tribuiltmateri aisg rou p. com
Techricai Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford, NJ 07073
(201) 842-2449
david.ruiz@tribuiitmateriaisgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE -59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated By john W. knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL16048 R3 C01 20-L5-91 COI Nieminen, If
standard
ASTM 01970
ASTM 0,155
FRSAfTRI April 2012 (04-12)
TAS 143
Y -WI
2009
2005
2012
1995
5/24/21316 9:58 AM
1 of 2
.01ida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
https-./fwww.floridabuiiding-org/pr/pr_app dtl.aspx?param=wGEVX...
Method 1 Option D
10/08/2015
10/19/2015
10/21/2015
12/15/2015
Summary of Products
PL # Model, Number or Name
; Description
16048.1 TRT -BUILT Roof Underlayments
Self -adhering, modified bitumen roof underlayments
.Installation
Limits of Use
instructions ---
Approved for use In HVHZ-. No
FL16048 R3 II 2015 10 FINAL ER TRI -
Approved for use outside HVHZ: Yes
BUILT UNDERLAYMENTS FL16048-R3.odf
Impact Resistant: N/A
Verified By: Robert Nieminen PE -59166
Design Pressure. +N/A/ -45
Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains to use
: Evaluation Reports
of foam -on tile systems overtop the self -adhering
FL1SO48 R3 Ai 2€lIS 10 FINAL ER TRI-
underlayment for one particular application. See ER Section
:BUILT UNDERLAYMENTS FL16048-R3.P—df
5.6 for details. 2.) Refer to ER Section 5 for other Limits of
Created by Independent Third Party: Yes
Use.
Bach
QdBCt-!US Mane; 858-487-1824
The State of Florida's an AA/EEo employer. Coovrdeht 2gp7�2Q335taSe of Floritla.:: Pdyygy *tKement :: ,ssces6Rv Statement :: ftfig_atatgn_wnt
Under flurlda law, emal addresses are public records, if you do not want your a -mall address released In response to a public -records fequest, do not send electronic
mal to lhts entity. Instead, contact the oflke by phone or by tmditbnal mat If you have any questions, please Contact ZISOAS7.1395. -Pursuant to Section
955.275(1), Florida Statutes, of live October 1, 2012, licensees kkensed under Chapter 955, F 5. must provide the Department with an email address rthey have
one. The ernals provided may be used for otflcEi communication with the kensee. However emal addresses are public record. If you do rat wish to supply a
personal address, please provide the Department w#h an emal address which can to made available to the pubic. 7b determtrie If you are a Icensee under Chapter
955, FS_ please click hem .
Produ t ADp+ovsl Accepts:
ffl-_�WON El®
I't'ti r'1It
2 of 5/24/2016 9:58 AM
EVALUATION REPORT
Allied Building Products Corp.
dba TRI -BUILT Roofing Products
9050 Louisiana Street
Merrillville, IN 46410
SCOPE:
EXTERIOR RESEARCH & DESIGN, LLC,
Certificate of Authorization (#9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report A42960.10.12 -R3
FL16048-R3
Date of Issuance: 10/25/2012
Revision 3: 10/08/2015
This Evaluation Report is issued under Rule 61G20-3 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 evaluated for compliance with the 5`i' Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION. TRI -BUILT Roof Underlayments
LABELING: Labeling shall be 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. Trinity) ERD requsres 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 "Trinity IERD 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 5.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59156, Florida DCA ANE1983
CERnRCAT(ON OF INDEPENDENCE:
1. Trinity lERD 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, Trinity I ERD is not owner!, 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 Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P -E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
�h
fi •.;-�;.•",rte
', S..l,^, e'',•
the facsun{k seals was s authorized try Robert Nleminen.
P.E. on 10%06171715. Thisdoesnoiserve a5an clectronimllysigned
document. Signed, sealed hardcoples have been cransmicted to the
Product Approval Adm)nlsvatar and tothe named client
CERnRCAT(ON OF INDEPENDENCE:
1. Trinity lERD 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, Trinity I ERD is not owner!, 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 Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P -E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
Tmay ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: hoofing
Sub -Category: Underlayment
Compliance Statement: TRI -BUILT Roof Undedayments, as produced by TRI -BUILT, have demonstrated compliance
with the foilowing sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein_
2. STANDARDS:
Section
Property
Standard
year
1507.2.4, 1507.2.8, 1507.2.9.2,
Physical Properties
ASTM D1970
2009
1507.4.5.1, 1507.5.3, 1547.7.3
1504.6
Accelerated Weathering
ASTM G155
2005
1507.3.3
Installation Practice
FRSA/TRI April 2012 (04-12)
2012
1523.6.5.2.1
Physical Properties
TA5 103
1995
3. REFERENCES:
€nt. ity
Examination
Reference
Date
ERD (7ST6049)
Physical Properties
540540.02.13-1
02/19/2013
ERD (TST6049)
Physical Properties
5110540.11.13
11/19/2013
ERD (TST6049)
Physical Properties
540540.03.14
03/2612014
ERD (TST6049)
Physical Properties
544$70.04.14-2
04/02/2014
ERD (TST6049)
Physical Properties
544870.04,14-3
04/02/2014
ERD (TST6049)
Physical Properties
544870.04.14-1
04/10/2014
ERD (TST6049)
Physical Properties
S44870.04.14-4
44/10/2014
ERD (TST6049)
Physical Properties
543530.02.14-1-R1
05/14/2014
ERD (TST6049)
Physical Properties
543530.05.14
05/28/2014
ERD (TST6049)
Physical Properties
54054D.10.14
10/31/2014
ERD (TST6049)
Physical Properties
SC7645.02.15
02/13/2015
ERD (TST6049)
Accelerated Weathering
SC8520.04.15
05/27/2015
UL, LLC. (QUA9625)
Quality Control
Multiple -Listing R16814
09/04/2(315
UL, LLC. (QUA9625)
Quality Control
Service Confirmation
Exp. 10/16/2017
4. PRODUCTDESCRIPTIOff:
4.1 Self-Adherine Underlayments:
4.1.1 Tri -Built Sand -R SA Shingle
Underlayment is a self
-adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof
underlayment, with a 36 -inch sheet width.
4.1.2 Tri -Built 5/A HT TU Underlayment
is a self -adhering,
non -woven polyester fabric surfaced, SBS modified
bitumen roof Underlayment
4.1.3 Tri -Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced,
SB5 modified
bitumen roof Underlayment.
5. LIMITATIONS:
5.1 This is a building code evaluation, Neither Trinityf ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design, U.C. Evaluation Report MZ950 10.12-R3
Certlfkate oJAuthoAzatrion #9503 FL1504"3
Revision 3: 10/08/2o13
Page 2 of 5
a 7
5.4 TRI-BUILT 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 AHJ for approval
based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Ailowable roof covers applied atop the underlayments are as follows:
TABLE I. ROOF COVER OPMON5
Underlayment Asphalt Nall-On Tile Foam-On Tile Metal �b°� Shakes
Shingles & Shingles Slate
Tri-Built Sand-R SA Shingle I j
Underlayment Yes No No No Yes I Yes
Fri-Built S/A HT TU j Yes
Underlayment ! Yes
Yes See 5.5.1 Yes Yes Yes
Tri-Built Smooth HT 5/A
Underlayment Yes No No Yes Xes Yes
5.5.1 "Foam -Cin Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
i Tri -Built S/A HT TU Underlayment with 3M' 2 -Component Roof Tile Adhesive AH -160 (FL6332) or pow
TileBond' Roof Tile Adhesive (FL717)
5.6 Allowable substrates are noted below:
S.6.1 Direct -Bond to Deck:
Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A
Underlayment applied to:
v Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 pruned structural
concrete.
While not required over plywood, 058 or Southern Yellow Pine substrates, TRI -BUILT recommends priming
the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI -BUILT requires
tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self -
adhering Underlayment.
5.6.2 Bond -to -Insulation:
Tri -Built S/A HT TU Underlayment applied to:
� Dens Deck Prime; SECU ROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall tze attached per
minimum requirements of the prepared roof covering manufacturer's Product. Approval. For installations
under foam -on the systems, insulation attachment shall be designed by a quaiified design professional and
installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D
or TAS 114, Appendix J.
5.6.3 Bond to MechanicalN Attached Base Layer:
ASTM D226, Type I or 11 felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam -on file systems, base layer shall be attached
per minimum requirements of FRSA/TRI April 2012 (04-12).
Exterior Research and Design, LLC. Evaluation Report A42960.10.12-113
Leltificate OfAuthorization #9563 FL16048-R3
Revision 3: 10/08/2015
Rage 3 of 5
6.
5.5.4 Wind Resistance for Underly TRINITY ERD
meat 5 stems in Foam -Cin Tile A lications: FR5A/TRI April 2012 (04-12)
does not address wind uplift resistance of a1i underlayment systems beneath foam -on tile systems, where
the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck
underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile
applications. !Maximum Design Pressure is the resuit of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1544,9 has already been applied). Refer to FBC 1609 for determination of design wind pressures.
5.6.4.1 Maximum Desi Yn Pressure = -45.0 P5f.
Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional) ASTM D41
Underlayment: Tri-Bu€It S/A FIT TU Underlayment, self -adhered.
5-7 Exposure Limitations:
5.7.1 Tri -Built Sand -R SA Shingle Underlayment or Tri -Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30 -days after installation
5.7.2 Tri -Built S/A HT TU Underlayment shall not be left exposed for longer than 180 -days after installation,
INSTALLATION:
6.1 TRI -BUILT Roof Underlayments shall be installed in accordance with TRI -BUILT published instaliation
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 Tri -Built Sand -R SA Shingle Underlayment. Tri -Built SIA HT TU Underly rment or Tri -Built Smooth HTS A
Underlayment:
6.3.1 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 Non -Tile applications:
While priming is optional, TRI -BUILT recommends priming the deck if the final roof cover is not slated for
installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel -off the release film diagonally while holding the
membrane tight. Firmly roll the membrane into place to achieve a bond.
Horizontal seams should be minimum 3 -inches, configured to shed water. Vertical seams should be 6 -
inches and staggered not less than 2 -ft from vertical seams in the course below. All over -granule end -laps
shall be sealed using either heat -welding or hot air welding techniques.
When installing at slopes above 5:12, Allied Building Products Corp recommends back -nailing in the
overlap area at the top of the sheet at 12 -inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys, apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Aj2plications Tri -Built S/A HTTU Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment
Exterior Research and Design, LLC Evaluation Report A42960.So.12-Ra
Certificate of Authorbotron 119503
FL15048-R3
Revision 3: 10/08/2015
Page 4 of 5
7. BUILDING PERMIT REQUIREMENTS'
8.
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
MANUFACTURING PLANTS:
Contact the noted CIA agency for information on product locations covered for F.A.C. Rule 9N-3 OA requirements.
9. QUALITY ASSURANCE ENTITY:
UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterlor Research and Design, LLL
CertlEvaluation Report A42960.10.12 -R312 -R3
focote of Authorization #9503
FL16048-R3
Revision 3: 20/o8/21)15
Page 5 of 5