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Product Approval Menu>Product or Application Search>Application list>Application Detall
FL# FL18355-R3 � L
Application Type Revision �r�
Code Version 2014
Application Status Validated
Comments
Archived
Product Manufacturer TAMKO Building Products, Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri_eden@tamko.com
Authorized Signature Kerri Eden
kerri_eden@tamko.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
Florida License PE-74021
Quality Assurance Entity LIL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden
I Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R3 COI TBP15001 3 FBC 2014 Product Evaluation Report
Shinoles.odf
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
https:Hfioridabuilding.org/pr/pr app dtl.aspx?paramn wGEVXQwtDquvosrHazGXQW83... 5/10/2017
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 05/09/2017
Date Validated 05/10/2017
Summary of Products
FL# 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 FL18355 R3 II TBP15001.3 FBC 2014 Product Evaluation
Approved for use outside HVHZ:Yes Report Shinoles.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 R3 AE TBP15001.3 FBC 2014 Product Evaluation
Report Shindles.pcif
Created by Independent Third Party:Yes
pack Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
cin«l -.®�.�r,
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httns-//fl oridahuiIding.org/nr/nr ann dtl.asnx?naram=wGEVXOwtDouvosrHazGXOW83... 5/10/2017
e
Application Instructions for
TAMKO HERITAGE® 30
BUILDING PRODUCTS LAMINATED ASPHA6T SHINGLES
Dallas, TX • Tuscaloosa, AL• Phillipsburg, KS • Joplin, MO
THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED.
TAMKO BUILDING PRODUCTS,INC.ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING
FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS.
THIS PRODUCT IS COVERED BY A LIMITED WARRANTY,THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER.
IN COLD WEATHER(BELOW 40°F),CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES.
IMPORTANT:It is not necessary to remove the plastic strip from the back of the shingles.
1.ROOF DECK S.FASTENERS
These shingles are for application to roof decks capable of receiving WIND CAUTION: Extreme wind velocities can damage these
and retaining fasteners,and to inclines of not less than 2 in.per foot. shingles after application when proper sealing of the shingles
For roofs having pitches 2 in.per foot to less than 4 in.perfoot,refer does not occur.This can especially be a problem if the shingles
to special Instructions titled"Low Slope Application".Shingles must are applied in cooler months or in areas on the roof that do not
be applied properly.TAMKO assumes no responsibility for leaks or receive direct sunlight.These conditions may impede the sealing
defects resulting from improper application, or failure to properly of the adhesive strips on the shingles.The inability to seal down
prepare the surface to be roofed over. may be compounded by prolonged cold weather conditions and/
NEW ROOF DECK CONSTRUCTION:Roof deck must be smooth, or blowing dust.In these situations,hand sealing of the shingles is
dry and free from warped surfaces. It is recommended that metal recommended.To insure immediate sealing,apply 4 quarter-sized
drip edges be installed at eaves and rakes. dabs of TAM-PROO Premium SBS Adhesive or TAMKO Tam-Seal
Adhesive on the back of the shingle 1 in.(25mm)and 13 in.(330mm)
PLYWOOD:All plywood shall be exterior grade as defined by the In from each side and 1 in. (25mm) up from the bottom of the
Engineered Wood Association.Plywood shall be a minimum of 3/8 shingle.Press shingle firmly into the adhesive.For maximum wind
in.thickness and applied in accordance with the recommendations resistance along rakes,cement shingles to the underlayment and
of the Engineered Wood Association. each other in a 4 in.(102mm)width of TAM-PRO SBS Adhesive or
SHEATHING BOARDS: Boards shall be well-seasoned tongue- TAMKO Tam-Seal Adhesive. Caution:Apply ONLY a thin uniform
and-groove boards and not over 6 in.nominal width.Boards shall layer of adhesive less than 1/8 in.(3mm)thick.Excessive amounts
be a 1 in. nominal minimum thickness. Boards shall be properly can cause blistering of the shingles and may soften the asphalt in
spaced and nailed. certain underlayments resulting in the asphalt flowing,dripping and
staining.Shingles must also be fastened according to the fastening
2.VENTILATION instructions described below.
Inadequate ventilation of attic spaces can cause accumulation of Correct placement of the fasteners is critical to the performance
moisture in winter months and a build up of heat in the summer. of the shingle. If the fasteners are not placed as shown in the
These conditions can lead to: diagram and described below,this will result in the termination of
TAMKO's liabilities under the limited warranty.TAMKO will not be
1.Vapor Condensation responsible for damage to shingles caused by winds in excess of
2.Buckling of shingles due to deck movement. the applicable mph as stated in the limited warranty. See limited
warranty for details.
3.Rotting of wood members.
FASTENING PATTERNS:Fasteners must be placed 6-1/8 in.from
4.Premature failure of roof. the bottom edge of the shingle,penetrating through the common
To insure adequate ventilation and circulation of air,place louvers bond,and located horizontally as follows:
of sufficient size high in the gable ends and/or install continuous 1)Standard Fastening Pattern.(For use on decks with slopes 2 in.
ridge and soffit vents. FHA minimum property standards require per foot to 21 in.per foot.)One fastener 1 in.back from each end
one square foot of net free ventilation area to each 150 square feet and one 13-1/2 in.back from each end of the shingle for a total of 4
of space to be vented,or one square foot per 300 square feet if a fasteners.(See standard fastening pattern illustrated below).
vapor barrier is installed on the warm side of the ceiling or if at least
one half of the ventilation is provided near the ridge.If the ventilation STANDARD FASTENING PATTERN
openings are screened,the total area should be doubled. FASTENERS NAIL ZONE
COMMON
BOND
IT I.
5 PARTICULARLY IMPORTANT TO PROVIDE
ADEQUATE VENTILATION. EXPOSURE 5-5/8"
L
12-1/2"—+—12-3/8" 12-1/2"—►I
(Continued)
Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 11109
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656
tamko.com Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 9
J
o (CONTINUED from page 1)
TAMKO HERITAGE® 30
BUILDING PRODUCTS 6AMINATED ASPHALT SHING6ES
Dallas, TX o Tuscaloosa, AL o Phillipsburg, KS o Joplin, MO
2) Mansard Fastening Pattern. (For use on decks with slopes be a minimum of 1-1/4 In. for new construction and 1-1/2 in.for
greater than 21 in.per foot.)One fastener 1 in.back from each end reroofing thus allowing a minimum deck penetration of 3/4 in.The
and one fastener 8-1/2 in.back from each end and one fastener 16 crown of the staple must be parallel to the length of the shingle.
in.back from each end for a total of 6 fasteners per shingle.(See The staple crown should be driven flush with the shingle surface.
Mansard and High Wind Fastening Pattern illustrated below.) Staples that are crooked,underdriven or overdriven are considered
MANSARD AND HIGH WIND FASTENING PATTERN improperly applied.
FASTENERS NAILZONE Properly Driven Improperly Driven
COMMON1n, underdriven overdriven croaked
BOND I'—'I
Asphalt
8-
} .__.Shingles� EXPOSURE 5.5/8" ��
00\000--Docking
�'-•i IfT-inv).-T-�rz°-•i•-T-ara'�•l.-z-irz°-►h-�nrz"�I f��° �r,m�e.
3) High Wind Fastening Pattern. (For High Wind Application CAUTION:ALL FASTENERS MUST BE DRIVEN INTO THE NAIL
requirements)One fastener 1 in.back from each end.One fastener ZONE/COMMON BOND AS SHOWN IN THE DIAGRAM ABOVE.
8-1/2 in.back from each end and one fastener 16 in.back from each 4°UNDERLAYMENT
end for a total of six(6)fasteners per shingle.In addition to this shingle
fastening pattern requirement for High Wind Application,TAMKO UNDERLAYMENT:An underlayment consisting of asphalt saturated
also requires the use of the following TAMKO products: TAMKO felt must be applied over the entire deck before the Installation of
felts or underlayments;TAMKO Moisture Guard Plus underlayment TAMKO shingles.Failure to add underlayment can cause premature
at all eaves,rakes,and valleys;TAMKO or TAM-PRO cements and failure of the shingles which is not covered by TAMKO's limited
coatings products where required;TAMKO ventilation where required, warranty.Apply the felt when the deck is dry.On roof decks 4 in.
TAMKO starter shingles if available in area,and TAMKO Hip and Ridge per foot and greater apply the felt parallel to the eaves lapping each
shingles installed on all hips and ridges.Along rakes,cement shingles course of the felt over the lower course at least 2 in.Where ends
to the underlayment and each other in a 4 in.(102 mm)width of TAM- join, lap the felt 4 in. If left exposed, the underlayment felt may
PRO SBS Adhesive or TAMKO Tam-Seal Adhesive.Also,see local be adversely affected by moisture and weathering. Laying of the
building codes for proper nailing application.High Wind Application underlayment and the shingle application must be done together.
is offered on new construction or complete tear-off applications only. Products which are acceptable for use as underlayment are:
It is not offered for recover applications. If High Wind Application
requirements are not followed,the High Wind Application Warranty - TAMKO No.15 Asphalt Saturated Organic Felt
MPH, as stated on Table I in the Limited Warranty, reverts to the - A non-perforated asphalt saturated organic felt which meets
Standard Application Wind Warranty MPH limit.(See Mansard and ASTM:D226,Type I or ASTM D4869,Type I
High Wind Fastening Pattern illustrated above.) - Any TAMKO non-perforated asphalt saturated organic felt
- TAMKO TW Metal and Tile Undedayment,TW Underlayment
NAILS:TAMKO recommends the use of nails as the preferred method and Moisture Guard Plus®(additional ventilation may be
of application. Standard type roofing nails should be used. Nail required.Contact TAMKO's Technical Services Department
shanks should be made of minimum 12 gauge wire,and a minimum for more information.)
head diameter of 3/6 in.Nails should be long enough to penetrate
3/4 in.into the roof deck.Where the deck is less than 3/4 in.thick, In areas where ice builds up along the eaves or a back-up of water
the nails should be long enough to penetrate completely through from frozen or clogged gutters is a potential problem, TAMKO's
plywood decking and extend at least 1/8 in.through the roof deck. Moisture Guard Plus®waterproofing underlayment(or any specialty
Drive nail head flush with the shingle surface. eaves flashing product) may be applied to eaves, rakes, ridges,
valleys, around chimneys, skylights or dormers to help prevent
Pmporly Drlvon Impropody Drlvon water damage.Contact TAMKO's Technical Services Department
�Pr mindlemelor undordrlven overdriven orookoci for more information.
Aaphail
_ shingles TAMKO does not recommend the use of any substitute products
E� S� Docking as shingle underlayment.
A �t/a'mminel
stmt hl,good 5.APPLICATION INSTRUCTIONS
g ponotration, Wel clumo loodeep,cula Inedequele
and Ilush with shingle surface ponatrauon Inla shingle anahemge STARTER COURSE:A starter course may consist of TAMKO Shingle
Starter,self-sealing 3-tab shingles or a 9 inch wide strip of mineral
STAPLES: If staples are used in the attaching process,follow the surface roll roofing.If self-sealing 3-tab shingles are used,remove
above instructions for placement.All staples must be driven with the exposed tab portion and install with the factory applied adhesive
pneumatic staplers.The staple must meet the following minimum adjacent to the eaves. Attach the starter course with approved
dimensional requirements.Staples must be made from a minimum fasteners along a line parallel to and 3 in.to 4 in.above the eaves
16 gauge galvanized wire.Crown width must be at least 15/16 in. edge.The starter course should overhang both the eaves and rake
(staple crown width is measured outside the legs).Leg length should edges 1/4 in.to 3/8 in.
(Continued)
Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 11/09
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656
tamko.com Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 2
(CONTINUED from page 2)
TAMKO HERina"' 30
BUILDING PRODUCTS LAMINATED ASPHA6T SHINGLES
Dallas, TX • Tuscaloosa, AL• Phillipsburg, KS • Joplin, MO
SHINGLE APPLICATION:Start the first course with a full sizeshingle 6.LOW SLOPE APPLICATION
and overhang the rake edge 1/4 in.Cut 10-3/8 in,from a full shingle On pitches 2 In.per foot to 4 in.per foot cover the deck with two layers
to form a shingle 29 in.long.Use this to start the second course(see of asphalt saturated felt.Begin by applying the felt in a 19 in.wide strip
diagram below).Cut a 23 in.long shingle to start the third course.Use along the eaves and overhanging the drip edge by 1/4 to 3/4 in.Place
the remaining 16-3/8 in.piece of shingle to start the fourth course and a full 36 in.wide sheet over the 19 in.wide starter piece,completely
use the remaining 10-3/8 in.piece to begin the fifth course.Continue overlapping it.All succeeding courses will be positioned to overlap the
up the rake in as many rows as necessary using the same formula preceding course by 19 in.If winter temperatures average 25°F or less,
as outlined above.The butt of the shingle should be aligned with thoroughly cement the felts to each other with TAM-PRO or TAMKO
to edge of the sawtooth of the underlying shingle for a 5-5/8 in. f
the p g Y 9 9 Plastic Roof Cement from eaves and rakes to a point o a least 24 in.
exposure(see shingle application drawing illustrated on this panel). inside the interior wall line of the building.As an alternative,TAMKO's
When you make your final cut at the roof's edge,flip any pieces that Moisture Guard Plus®self-adhering waterproofing underlayment may
are 8 in.or longer back onto the roof.These pieces can be worked be used in lieu of the cemented felts.
in anywhere without creating zippers or color variations.
NOTE:Do not align joints of shingle courses when working in cut MANSARD ROOF OR STEEP SLOPE ROOF
pieces.Joints should be no closer than 4 in.from one another. If theslope exceeds2l in.perfoot(60),each shingle mustbe sealed with
TAM-PRO SBS Adhesive or TAMKO Tam-Seal Adhesive Immediately
upon installation.Spots of cement must be equivalent In size to a$.25
piece and applied to shingles with a 5-5/8 in.exposure,use 6 fasteners
to-3/a^ per shingle.See Section 3 for the Mansard Fastening Pattern.
8.RE-ROOFING
repeat 29
couraos �189/6" Before re-roofing,be certain to inspect the roof decks.All plywood
lxs ��23 shall meet the requirements listed in Section 1.
Nail down or remove curled or broken shingles from the existing
1 ;. „yy 23 roof.Replace all missing shingles with new ones to provide a smooth
rake Fu i base. Shingles that are buckled usually Indicate warped decking
10-3/e" - or protruding nails. Hammer down all protruding nails or remove
them and refasten in a new location. Remove all drip edge metal
5th course
and replace with new.
41h course
If re-roofing over an existing roof where new flashing is required
3rd course °4`1 °zs^. _ to protect against Ice dams(freeze/thaw cycle of water and/or the
2nd °era° 29"4 backup of water in frozen or clogged gutters),remove the old roofing
' z9e to a point at least 24 in. beyond the interior wall line and apply
lsl course F.uli 10-3/a" TAMKO's Moisture Guard Plus"'waterproofing underlayment.Contact
—C°°° TAMKO's Technical Services Department for more information.
Measurements will vary when nesting over an existing 5 in.exposure
single roof:Call TAMKO Technical Services for further information.
tCut your f rst courw Oingb to make?9'and a 10&b•
lanalh.Cul a second ahlroa In make a 2.raM The nesting procedure described below is the preferred method for
a s sra•�angN. .,�.
reroofing over existing metric size shingles with a 5-5/8 in.exposure.
logia-
i See description below:
Starter Course:Remove the tabs and an additional portion from the
head of a full size shingle so that its height is equal to the exposure
of the existing shingles.Position the resulting strip over the existing
roof edge(with the factory-applied adhesive strip along the eaves).
Cut approximately 6 in.from the rake end and apply the remaining
i portion at the eaves.Continue the starter strip by applying full length
shingle strips cut to height as above,evenly along the existing roof
at the eaves.The existing roof should overhang the eaves far
2e°°'"nape�g'.23%tug p10W enough to carry water off into the utter.If this is not the case
.Thenayro^ -with.,tug abloaa enana. 9 9 a
Ast—consoo.Ihroashingbawllh W cola cut and apply the starter strip so that it will provide sufficient
make rml courses.
overhang for proper drainage.
3COnllauow0hmo1myourwey WDSS 1-gor your First Course:Remove an amount from the butt edge of a full-size
.fimwt No moreorwa,flipanypieces MeroNalmo u kor
back-to M-1.Th."pieces can be,„ad c!in.ry^eta»"h°al shingle so that the remaining portion of the shingle fits between the
...9nAppamm A Iu,1n
gNore;oonota,Conjoint.olah,e9lecuurseswhenworkingIn butts of the existing third course.This course must also be applied
cut plec—.1,1n1s should he no closer than 4'hom one another.
evenly along the eaves edge of the new starter strip.
(Continued)
Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 11109
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656
tamko.eom Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 3
o (CONTINUED from page 3)
TAMKO HERITAGE" 30
BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES
Dallas, TX •Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO
Second and Succeeding Courses: Remove 10-3/8 in. from the FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE
rake end of the first shingle in the second course, and continue CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT.
with full width shingles for the remainder of the course, placing
the top edge of each new shingle against the butt edge of the old valley contalim
MiNmum 39'.[do sheat
shingle in the course above.This method should create an exposure of Neo Fast, 50Ill.
Guard Pius w 50 Ib. Ext.nail In
of 5-5/8 in.after the first course.When beginning the succeeding erhmvlerrW roofing \,;,, end or ahl,gle
courses continue to follow the Heritage application Instructions. "' 12'-18'beyond
ie
9 PP tz•-1 e•noyend
(See section 5). volley C0nledln"
Existing shingles � i �
\/ / UrdsAaYment '• No 1aceneners hn
C /� \ terfrlo
5 5/8' i
Drip edge-' •. PWoo tif of shinglo on tho edge N
/Drip edge hnn why—M.,11ut -ar§g ..
ft verllwl shingles
New shingles
55/8• �\ _'% —55/8•exposure 10.NIP AND RIDGE FASTENING DETAIL
exposure
Apply the shingles with a 5 in.exposure beginning at the bottom
of the hip or from the end of the ridge opposite the direction of the
9.VALLEY APPLICATION prevailing winds.Secure each shingle with one fastener on each side,
5-1/2 in.back from the exposed end and 1 in.up from the edge.
Over the shingle underlayment,center a minimum 36 in.wide sheet TAMKO recommends the use of TAMKO Hip & Ridge shingle
of TAMKO Nail-Fast®,Moisture Guard Plus'or a minimum 50 Ib.roll products.Where matching colors are available,it is acceptable to
roofing in the valley.Nail the felt only where necessary to hold it in use TAMKO's Elite Glass-Seal shingles cut down to 12 in.pieces.
place and then only nail the outside edges.
Fasteners should be 1/4 in.longer than the one used for shingles
IMPORTANT:PRIOR TO INSTALLATION WARM SHINGLES TO
PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING IMPORTANT: PRIOR TO INSTALLATION, CARE NEEDS TO BE
SHINGLES TO FORM VALLEY. TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE
After valley flashing is in place: BENDING SHINGLE IN COLD WEATHER.
• Apply the first course of shingles along the eaves of one of the Direction of prevailing wind
intersecting roof planes and across the valley. start 5e exposure
Note:For proper flow of water over the trimmed shingle,always here- F-- 0 1
start applying the shingles on the roof plane that has the lower Fastener
slope or less height.
• Extend the end shingle at least 12 in.onto the adjoining roof. start
Apply succeeding courses in the same manner,extending them here 511 exposure
across the valley and onto the adjoining roof.
• Press the shingles tightly into the valley. THESE ARE THE MANUFACTURER'S APPLICATION
• Use normal shingle fastening methods. INSTRUCTIONS FOR THE ROOFING CONDITIONS
DESCRIBED.TAMKO BUILDING PRODUCTS, INC.ASSUMES
Note:No fastener should be within 6 in.of the valley centerline, NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING
and two fasteners should be placed at the end of each shingle DEFECTS RESULTING FROM FAILURE TO FOLLOW THE
crossing the valley. MANUFACTURER'S INSTRUCTIONS.
• To the adjoining roof plane,apply one row of shingles vertically
facing the valley and 2 in.back from the valley centerline.
Note: For a neater installation, snap a chalkline over the TAMKO®,Moisture Guard Plus Nail ,TAM-PRO®and Heritage®are registered
P Pr Trademarks of TAMKO Building Productss,,Inc.Inc
shingles for guidance. Information included In these application Instructions was current at time of printing.To
• To complete the valley, apply shingles on the adjoining roof obtain a copy of the most current version of these application Instructions,visit us online
plane by positioning the tip of the first shingle of each row at at tamko.com or call us at 800-641-4691.
the 2 in.point from the centerline where the edge of the vertical
shingle has been applied,covering the vertical shingle.
Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 11/09
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656
tamko.eom Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 4
i t
Florida Building Code Online Page 1 of 2
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BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search
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p �
Product Approval Menu>Product or Application Search>Application List>Application Detail
�,'KI•=.•r�• ' FL# FL11602-R3 `
- Application Type Revision
Code Version 2014
Application Status Approved 1A
Comments
Archived 1
I'L l
Product Manufacturer InterWrap,Inc.
Address/Phone/Email 32923 Mission Way
Mission,NON-US 00000
(551)574-2939
mtupas@interwrap.com
Authorized Signature Eduardo Lozano
elozano@interwrap.com
Technical Representative Eduardo Lozano
Address/Phone/Email 32923 Mission Way
Mission,NON-US 00000
(778)945-2891
elozano@interwrap.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlaylnents
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 Intertek Testing Services NA,Inc.
Quality Assurance Contract Expiration Date 11/19/2017
Validated By John W. Knezevich,PE
-�' Validation Checklist-Hardcopy Received
Certificate of Independence FL11602 R3 COI 2015 01 COI Nieminen.pdf
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1507.2.3
1507.2.4
1507.2.8
1507.2.9.2
1507.3.3
1507.4.5.1
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Florida Building Code Online Page 2 of 2
1507.4.5.2
1507.5.3
1507.7.3
1507,8.3
1507.9.3
1523.6.5.2.1
Product Approval Method Method 2 Option B
Date Submitted 05/01/2015
Date Validated 05/01/2015
Date Pending FBC Approval 05/10/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
11602.1 Titanium Roof Underlayments Synthetic sheet-type roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11602 R3 11 2015 05 FINAL ER INTERWRAP FL11602-
Approved for use outside HVHZ:Yes R3.Ddf
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 Evaluation Reports
use of a specific underlayment system beneath foam-on tile FL11602 R3 AE 2015 05 FINAL ER INTERWRAP FL11602-
sytsems.Refer to ER Section 5.6.3 for details.2.)Refer to R3.pd
ER Sections 5 and 6 for other Limits of Use. Created by Independent Third Party:Yes
nick NCxt
Contact Us::2601 Blair Stone Road,Tallahassee Fl,32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::&cc_gaAblllW Statement::Refund Statement
Under Florida law,emall addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
Credit Card
Safe
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3
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
j 353 CHRISTIAN STREET, UNIT 413
TRINITY, CT 06478
ERD PHONE:(203)262-9245
FAX:(203) 262-9243
EVALUATION REPORT
Interwrap,Inc. Evaluation Report 111980.11.08-R3
32923 Mission Way F1.11602-113
Mission,BC V2V-6E4 Date of Issuance:11/03/2008
Canada Revision 3:05/01/2015
SCOPE:
This Evaluation Report is issued under Rule 611320-3 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 5th Edition(2014) Florida Building Code sections noted herein.
DESCRIPTION: Titanium'"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. TrinityJERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by: ,ilt1ltt!,r,,,, --
103.
7sro_3?1'B'+
hy
Robert J.M.Nieminen P.E. The facsimile seal appearing was authorized by Robert Nieminen,
�vz1,ll';1-s,, P.E.on 05/01/2015.This does not serve as an electronically signed
Florida Registration No.59166 Florida DCA ANE1983 document.Signed,sealed hardcoples have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity)ERD 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)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 Trinity IERD 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.
RINJJY
ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Titanium'" Roof Underlayments, as produced by Interwrap, Inc., have demonstrated compliance with
the intent of the following sections of the Florida Building Code through testing in accordance with applicable sections the
following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.3,1507.3.3,1507.5.3,1507.7.3, Unrolling,Breaking Strength,Pliability, ASTM D226 2006
T1507.8,1507.8.3,1507.9.3 Loss on Heating
1507.2.4,1507.2.8,1507.2.9.2, Thickness,Load-Strain,Adhesion,Thermal ASTM D1970 2009
1507.4.5.1,1507.4.5.2,1507.5.3, Stability,Flexibility,Tear,Permeance
1507.5.3.2,1507.7.3,1507.7.3.2
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties(2-ply system) TAS 103 1995
TAS 110 Accelerated Weathering TAS 110 2000
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties 115010.04.09 04/29/2009
ERD(TST6049) Physical Properties 115010.05.10 05/14/2010
ERD(TST6049) Physical Properties 135520.06.11 06/15/2011
ERD(TST6049) Wind Uplift 135520.08.11-1 08/12/2011
ITS(TST1509) Physical Properties 3146738COQ-003A 03/28/2008
ITS(TST1509) Physical Properties 3146738COQ-0038 03/28/2008
ITS(TST1509) Physical Properties 3126617COQ-005 10/31/2007
ITS(QUA1673) Quality Control ITS Listings Current
ITS(QUA1673) Quality Control Inspection Report 11/19/2014
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 Titanium'" PSU-30 is an unreinforced polymer modified bitumen material adhered to the underside of a polymer-
coated,synthetic woven sheet. The underside is backed with a release film. Unit weight 24 lbs/square.
4.2 Mechanically Fastened Underlayments:
4.2.1 Titanium'" UDL-25 is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.5 lbs/square.
4.2.2 Titanium"UDL-25 PLUS is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.9 lbs/square.
4.2.3 Titanium" UDL-30 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.0 lbs/square.
4.2.4 Titanium" UDL-50 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.7 lbs/square.
4.2.5 Titanium'" UDL-TT is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.9 lbs/square
4.2.6 Titanium" UDL-TF is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 2.9 lbs/square.
4.2.7 UDL-TTMC300 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a polymer
coating. Unit weight 3.2 lbs/square.
Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R3
Certificate oJAuthorization#9503 FL11602-R3
Revision 3:05/01/2015
Page 2 of 6
I f
TRl�elJ ERD
S. LIMITATIONS:
5.1 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.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this report;refer to current Approved Roofing Materials Directory for fire ratings of this
product.
5.4 Titanium'"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 Allowable Roof Covers:
Table 1: Roof Cover Options
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes& Slate
Shingles Shingles
PSU-30 Yes Yes Yes Yes Yes Yes
(See 5.5.1)
UDL-25 Yes No No Yes Yes Yes
Yes Yes
UDL-25 PLUS Yes (base layer in 2- (base layer in 2- Yes Yes Yes
ply system) ply system)
Yes Yes
UDL-30 Yes (base layer in 2- (base layer in 2- Yes Yes Yes
ply system) ply system)
UDL-50 Yes No No Yes Yes Yes
UDL-TT Yes No No Yes Yes Yes
UDL-TF Yes No No Yes Yes Yes
UDL-TTMC300 Yes No No Yes Yes Yes
Private Labeled
5.5.1 "Foam-On Tile"is limited to use of 3M'"2-Component Foam Roof Tile Adhesive AH-160(FL6332)or-Dow TILE BOND'"Roof Tile
Adhesive(FL717) applications unless tensile adhesion/ long term aging data from an accredited testing laboratory is
provided.
5.6 Allowable Substrates;Titanium PSU-30:
5.6.1 Direct-Bond to Deck:
➢ New untreated plywood;
➢ Existing untreated plywood,primed as needed with D41 primer to achieve bond.
5.6.2 Bond to Mechanically Attached Base Sheet:
1 ASTM D226,Type I or II felt.
D Titanium UDL-25 PLUS,UDL-30(primed with D41 primer)or UDL-30(inverted).
5.6.3 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: 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 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 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 FRSA/TRI April 2012(04-12),Appendix A,Table 1A
or FBC 1609 for determination of design wind loads.
5.6.3.1 Maximum Design Pressure=-45 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)ASTM D41
Underlayment: Titanium PSU-30,self-adhered
Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R3
certificate of Authorization#9503 FL11602-R3
Revision 3:05/01/2015
Page 3 of 6
TRINI-Ff ERD
5.6.3.2 Maximum Design Pressure=-30 psf*.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-25 PLUS or UDL-30(inverted)
Fasteners: Mechanically attached with 12 ga.annular ring shank nails having not less than 20 rings per inch,
heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of
deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps
Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c,at three(3),equally spaced center rows.
Primer: ASTM D41 primer required at all tin-caps.
Underlayment: Titanium PSU 30,self-adhered
5.6.3.3 Maximum Design Pressure=-30 psf*.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-30(printed side up)
Fasteners: Mechanically attached with 12 ga. annular ring shank nails having not less than 20 rings per inch,
heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of
deck not less than 3/16-inch with min.32 ga., 1-5/8"diameter tin caps.
Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: Titanium PSU 30,self-adhered
5.6.3.4 Maximum Design Pressure=-45 psf*.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-25 PLUS or UDL-30(inverted)
Fasteners: Mechanically attached with 12 ga.annular ring shank nails having not less than 20 rings per inch,
heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of
deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps
Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows.
Primer: ASTM D41 primer required at all tin-caps.
Underlayment: Titanium PSU 30,self-adhered
5.6.3.5 Maximum Design Pressure=-45 psf*.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-30(printed side up)
Fasteners: Mechanically attached with 12 ga, annular ring shank nails having not less than 20 rings per inch,
heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of
deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps.
Spacing: 6-inch o.c,at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: Titanium PSU 30,self-adhered
5.6.3.6 For mechanically attached base sheet in a 2-ply system,the maximum design pressure for the selected assembly shall
meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12),Appendix A,
Table IA or FBC 1609. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to
resist the elevated pressure criteria. Commonly used methods are RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1.
Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3
enhancements
5.7 Exposure Limitations:
Titanium UDL-25,UDL-25 PLUS,UDL-30,UDL-50,UDL-TT or UDL-TF shall not be left exposed for longer than 30-days.
Titanium PSU-30 shall not be left exposed for longer than 90-days.
UDL-TTMC300 not be left exposed for longer than 180-days.
Exterior Research and Design,I.I.C. Evaluation Report 111980.11.08-R3
Certificate of Authorization#9503 FL11602-R3
Revision 3:05/01/2015
Page 4 of 6
TRINITY ERD
6. INSTALLATION:
6.1 Titanium Roof Underlayments shall be installed in accordance with Interwrap published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Titanium'"UDL-25 UDL-25 PLUS UDL-30 UDL-50,UDL-TT,UDL-TF and(Private Labeled)UDL-TTMC300:
6.3.1 Install in compliance with manufacturer's published installation instructions and the requirements for ASTM D226,Type
I and II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.3.2 Fasteners:
Mechanical attachment of Titanium UDL-25, UDL-25 PLUS and UDL-30 is limited to ring shank roofing nails with
minimum 1-inch diameter plastic caps.
Mechanical attachment of UDL-50,UDL-TT,UDL-TF and(Private Labeled)UDL-TTMC300 is limited to ring shank roofing
nails with minimum 3/8-inch diameter heads; ring shank roofing nails with minimum 1-inch diameter plastic caps;
screws and plates;or plastic cap staples.
6.3.3 Slopes of 4:12 or greater:
End(vertical)laps shall be minimum 6-inches and side(horizontal)laps shall be minimum 4-inches.
Minimum attachment shall be 12-inches o.c.vertically and 24-inches o.c. horizontally in accordance with the surface
markings on the exposed face of the underlayment. When batten systems are to be installed atop the underlayment,
the underlayment need only be preliminarily attached pending attachment of the battens.
6.3.4 Slopes of 2:12 to less than 4:12:
Double layer application; begin by fastening a 25-inch wide strip along the eaves. Place a full-width sheet over the
starter,completely overlapping the starter course. Continue as noted in 6.3.3,but maintaining minimum 25-inch side
(horizontal)laps,resulting in a double-layer application.
6.4 Titanium"PSU-30:
6.4.1 Install in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970
underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.4.2 Direct-to-Deck with Mechanically Fastened Roof Cover:
Cut manageable sections and re-roll with the release film side out.
Membrane Application:
Y Peel back release film approximately 1 to 2 feet and align with the lower edge of the roof and set in place,printed
side up.
Y Apply the balance of the membrane to the substrate by removing the film and firmly pressing the membrane into
place.
➢ Apply subsequent courses parallel to the eave in a shingle-type,water-shedding manner.
End(vertical)laps shall be minimum 12-inches and side(horizontal)laps shall be minimum 3-inches.
Y If the membrane becomes misaligned,cut the roll and re-start.
Y Upon completion,inspect the membrane and repair any defects or fish-mouths.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap
for approved sealant or mastic types.
6.4.3 Direct-to-Deck with Adhesive-Set Tile Applications:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 and Section 5.6.2 herein,using the
instructions noted above as a guideline.
Wait a minimum of 24 hours prior to loading roof tiles.Tiles shall be staged so as to avoid slippage and/or damage to
the roof underlayment.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap
for approved sealant or mastic types.
Exterior Research and Design,I.I.C. Evaluation Report 111980.11.08-R3
Certificate ofAuthoriration#9503 F1.11602-113
Revision 3:05/01/2015
Page 5 of 6
c
TRINITY" ERD
6.5 Titanium 2-Ply System:
6.5.1 The Titanium System consists of a base layer of Titanium UDL-PLUS or UDL-30 (top-surface primed or inverted)
mechanically attached to the wood roof deck followed by Titanium PSU-30,self-adhered.
6.5.2 Non-Tile Applications:
Install Titanium UDL-25 PLUS or UDL-30 (top surface primed or inverted) in accordance with Sections 6.3.1. through
6.3.3 followed by Titanium PSU-30 in accordance with Section 6.4.
6.5.3 Tile Applications:
Reference is made to FRSA/TRI April 2012 (04-12)Installation Manual and Table 1 herein,using the instructions noted
above as a guideline.
For mechanically fastened tile roofing,refer to Interwrap published installation instructions,but not less than FRSA/TRI
April 2012(04-12),Table 1.
For adhesive-set tile roofing,refer to Section 5.6.3 herein.
Wait a minimum of 24 hours prior to loading roof tiles. Tiles shall be staged so as to avoid slippage and/or damage to
the roof underlayment.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap
for approved sealant or mastic types.
7. BUILDING PERMIT REQUIREMENTS:
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 named CIA agency for information on production locations covered by F.A.C.Rule 61G20-3 CIA requirements.
9. QUALITYASSURANCE ENTITY:
Intertek Testing Services NA Inc:ETL/Warnock Hersey—QUA1673;(604)520-3321
-END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report 111980.11.08-R3
Certificate of Authorization#9503 FL11602-113
Revision 3:05/01/2015
Page 6 of 6