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FL# FL18355-R3 \ti
L,.=laa:,a.1 �
Application Type Revision 4r,Code Version 2014
Application Status Validated
\ I
Comments
Archived I
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
i
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
;i
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
I._1 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
L 1 Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R3 C01 TBP15001.3 FBC 2014 Product Evalual:ion Renort
Shinoles.odf
1
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2009
ASTM D 3462 2009
ASTMD D 7158 2008
TAS 100 1995
i
Equivalence of Product Standards
Certified By
Sections from the Code
https:Hfloridabuilding.org/pr/pr app dtl.aspx?param=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 'rBP15001t13 FBC 2014 PI"OdUct Evaluation
Approved for use outside HVHZ:Yes J2ort Shinnles.pdf
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 Shinales.pdf
Created by Independent Third Party:Yes
OaCk Nexk
Contact Us::2601 Olair 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::Rerund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in responseLto a public-iecords 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:
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littn-,-Hflrn•idahiiilciina.org/nr/nr ann dtl.asnx?naram=wGEVXOwtDouvosrHazGXOW83... 5/10/2017
® Application instructions for
TAMKO HERITAGE® 30
BUILDING PRODUCTS I6AMINATED ASPHALT 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.
I.ROOF DECK &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.per foot,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 IS PARTICULARLY IMPORTANT TO PROVIDE 6 1/8"
ADEQUATE VENTILATION. n V� __j
EXPOSURE 5-5/5"
7"—►I �— 12-1/2"—+—12-3/8"--+-- 12-1/2"-- �-1„
(Continued)
Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 11/59
Visit Our Web Site at Northeast District 4500 Temko Dr., Frederick,MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656
tamko.GOm Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 1
o (CONTINUED from page 1)
TAMKO HERITAGE® 30
BUILDING PRODUCTS 6AMINATED ASPHA6T SHINGLES
Dallas, TX • Tuscaloosa, AL• Phillipsburg, KS • Joplin, MO
2) Mansard Fastening Pattern. (Far 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
COMMONI. I underddven &errfdven crooked
BOND
Asphalt
Shingles
BAYS" EXPOSURE 5-5/8" t� Decking
�°-►( h-�-�rzw{��-irz^-.{�-z-ala'�►I.-�-ia•-•♦f-�-irz^� I.-�^ �A
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.UNOERLAYMENT
end fora 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 underlayrnent 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 startershingles 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 TAM KO her
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 Underlayment,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 3/8 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
Properly DAvan Impropady Driven water damage.Contact TAMKO's Technical Services Department
O�g/g"min dfomofar underdriven .—cIAvan crooked for more information.,
Asphalt
shingles TAMKO does not recommend the use of any substitute products
E N Decking as shingle underlayment.
I {1/a wmfnat S.APPLICATION INSTRUCTIONS
.freight,good penetration, Inndoquale tea doer,rota I-dequ.to
and flu.hwlth shingle—f.m penetration Into shingle anchorogo 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 Temko 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 2
o (CONTINUED from page 2)
TAMKO HERITAGE" 30
BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES
Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS Joplin, MO
SHINGLE APPLICATION:Start the first course with afull size shingle 0.LOW S16OPEAPPLICATION
and overhang the rake edge 1/4 in.Cut,10-3/8 In.from a-full shingle On pitches 2In.per foo tto4 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.Al 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 25eF 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
the top edge of the sawtooth of the underlying shingle for a 5-5/8 in. Plastic Roof Cement from eaves'and rakes to a point of 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 the slopeexceeds 21 in.perfoot 001,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 at 5-5/8 in.exposure,use 6 fasteners
10 s/6° per shingle.See Section 3 for the Mansard Fastening Pattern.
tea z c° B.RE-HOOFING
29
repeal 10-318" � y�
courses 16=3/el' Before re-roofing,be'certain to inspect the roof decks.All plywood
Sc•'„
shall meet the requirements listed in Section 1.
,23d
} a " Nail down or remove curled or broken shingles.from the existing
29 i6�/8":'' 23^. roof.Replace all missing shingles with new ones to provide a smooth
rake Full base. Shingles that are buckled usually indicate warped decking
10-318^ or protruding nails.Hammer down all protruding nails or remove
them and refasten In a new location. Remove all drip edge metal
51h course
„.:29" 16-3/8" and replace with new.
4th course
If re-roofing over an existing roof where new flashing is required
3rd course 23° k `,'y to protect against Ice dams(freeze/thaw cycle of water and/or the
xna eDDraD 29" ;.,29;; backup of water in frozen or clogged gutters),remove the old roofing
to a point at least 24 in, beyond the interior wall line and apply
tst c°ere° 10-3/6" TAMKO's Moisture Guard Plus`°waterproofing underlayment.Contact
—cave 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.
Cul you,krst cowsa sh4vb to mak.29•end a 10 W
1•IcNn Cul a sand ahlngla m make 0-23'and The nesting procedure described below is the preferred method for
a f6wa-lengln. `y
�• e3�• F�� reroofing over existing metric size shingles with a 5-5/8 in.exposure.
See description below:
23'
fa3m 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
=w, roof edge(with the factory-applied adhesive strip along the eaves).
Cut approximately 6 in.from the rake end and apply the remaining
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
2.Thenlayyyoo�a.23 ntusm'alnd 1033)11'langlna. enough to carry water off into the gutter.If this is not the case,
"ey.acans...fin—mngl—ithl-cul. cut and apply the starter strip so that it will provide sufficient
make rwa cou,s
overhang for proper drainage.
3C"Ove worttrig your wayacross uta roof.When you mak.y.ur First C urse•Remove an amount from the butt edge of a full-size
.final cul at Na r.ors edgo,gip any p at a WI nro e'a lays g
h.a°^'.ft-1.,ceb,s places can
oo•oMed n any her.wa wvt shingle so that the remaining portion of the shingle fits between the
nnndng rpr++!s nr minr sarknbns.
NOTE:Do not align Joints of shingle course.when working In butts of the existing third course.This course must also be applied
cul places.Joints should be no doserthan 4'from ono another.
evenly along the eaves edge of the new'starter strip.
(Continued)
Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 1vo9
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
WQ a (CONTINUED from page 3)
1TAMKUHERITAGE® 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 Vailevcmt.61.
Minimum 36'vAde sheot
shingle in the course above.This method should create an exposure of nail Fast,Moisture
of 5-5/8 in.after the first.course.When beginning the succeeding or ani ler ror 501bq 1 Extra f Wnf e
or m Plus
rNJ r 0 to fl
courses continue to follow the Heritage application Instructions. ' ` Extxttenidd end sshhin le
(See-section 5). / valley conledine
Existing shin �l��'
Undedaymcnl No fasteners vhlhh
6'of GenteArw
'13.1/4"
/ /4'
.Y
Drip edges / Plato cpp or shingloan the edge Of
Phe vonlcal shinglo,2lnches bazk
Drip'edgo fmrnvnllnyrEnlMflneandcovcrhrg
tho vedical snngle.
New shingles
55/8, \ / 5 5/8'exposure 10.HIP 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.
Overthe 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 5"exposure
Note:For proper flow of water over the trimmed shingle,always here 1„
start applying the shingles on the roof plane that has the lower % r�
slope or less height. r Fastener
• Extend the end shingle at least 12 in.onto the adjoining roof. start
Apply succeeding courses in the same manner,extending them hereQ6_"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. INSTRUCTI.ONS'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 Fast®,TAM-PRO®and Heritage®are registered
P trademarks of TAMKO Building Products,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 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 4
Florida Building Code Online Page 1 of 2
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Product Abproval Menu>Product or Aoolication Search>Application List>Application Detall
FL# FL16048-R4
Application Type Revision
Code Version 2014 A-
Application Status Approved t
Comments
Archived
Product Manufacturer Tri-Built Materials Group,LLC
Address/Phone/Email PO Box 70
Rutherford,NJ 07070
(800)516-1485
david.ruiz@tribuiltmg.com
Authorized Signature David Ruiz
david.ruiz@tribuiltmg.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford,NJ 070731,
(201)842-2449
david.ruiz@tribuiltmaterialsgroup,colil
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
I
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
I
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
R1 Validation Checklist-Hardcopy Received
Certificate of Independence FL16048 R4 CO l 2016 01 COl Nieminen.odF
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM G155 2005
FRSA/TRI April 2012(04-12) 2012
TAS 103 1995
Equivalence of Product Standards
Certified By
Sections from the Code
littp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND Wr... 1/26/2017
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 10/06/2016
Date Validated 10/17/2016
Date Pending FBC Approval 10/19/2016
Date Approved 12/13/2016
Summary of Products
FL# Model,Number or Name Description
16048.1 TRI-BUILT Roof Underlayments Self-adhering,modified bitumen roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16048 R4 II-2016 10.FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R4.Ddf
Impact Resistant:N/A Verified By: Robert Niemihen PE-59166
Design Pressure:+N/A/-67.5 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 R4 AE 2016 10' FINAL ER TRI-
underiayment for one particular application.See ER Section BUILT UNDERLAYMENTS FL16048-R4.pdf
5.6.4 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes
Use,
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E Next
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phdne: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 mall.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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I
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization 119503
O
TRINITY Ekb 353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX:(203) 262-9243
EVALUATION REPORT
Allied Building Products Corp. Evaluation Report A42960_10.12-114
dba TRi-BUILT Roofing Products FL16048-R4
9050 Louisiana Street Date of Issuance:1OJ25/2012
Merrillville, IN 46410 Revision 4: 10J06/2016
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules Wand 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: 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 e•hange. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Niemine,n, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity I E,RD 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 "Trinityil ERD 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:
i{ \0-544'gn i
Robert J.M.Nieminen P.E. +.S •'• r;•� The facsimile seal appearingwas authorized by.Robert Nleminen,
Nieminen,
�''�2°�0 ��G sss'� P.E.on]0/06/2016.This does not serve as an electronically signed
5 ✓J,nnnus 8
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. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity ERD is not owned,operated or controlled by a ny 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 Nleminen, 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.
TRINITIP I ERD
ROOFING COMPONENT EVALUATION:
1. 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
1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009
1507.4.5.1,1507.5,3,1507,7.3
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 TAS 103 1995
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties S40540.11.13 11/19/2013
ERD(TST6049) Physical Properties 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties S44870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties S43530.05.14 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 SC8520.04.1S 05/27/2015
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering: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 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 TrinityJERD 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,I.I.C. Evaluation Report A42960.10.12-R4
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-114
Revision 4:10/06/2016
Page 2 of 5
TRINITY I ERD
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 Allowable roof covers applied atop the underlayments are as follows:
TABLE 1: ROOF COVER'OPTIUNS
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
Tri-Built Sand-R SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes Yes Yes
Underlayment See 5.5.1 Yes ;Yes Yes
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
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 (FL6332) 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 S/A
Underlayment applied to:
➢ Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB; Southern Yellow Pine;ASTM D41
primed Southern Yellow Pine;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. 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 Sand,R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Trl-Built Smooth HT S/A
Underlayment applied to:
Y 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 (Tri-Built S/A HT TU Underlayment only), 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:
Tri-Built Sand-'R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
Y ASTM D226,Type I or II 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 (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12),
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-114
Certificate of Author/:atlon#9503 FBC NON-HVHZ EVALUATION FL16048-R4
Revision 4:10/06/2016
Page 3 of 5
i
TR
uINI'I"Y IERD
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile ADDlications:„ 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
underlaymentsystems 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 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 AHJ.
Primer: (Optional)ASTM D41
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
5.6.4.2 Maximum Design Pressure=-67.5 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HTTU Underlayment,self-adhered.
5.6.4.3 Maximum Design Pressure=-60.0 psf.
Deck: Min.19/324nch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps(FBC 1517.5.2)spaced 6-inch o.c.at the 4-inch laps and 6-inch o.c.in three,
equally spaced rows in the•center of the sheet.
Underlayment: Tri-Built S/A HT 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.
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments 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 SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 'underldyment 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,broom or hand-press 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,sealed in accordance with
TRI-BUILT requirements.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R4
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-R4
Revision 4:10/06/2016
Page 4 of 5
J
' TRINITY I ERD
When installing at slopes above 8:12,TRI-BUILT 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.'IPeel 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 S/A HT TU 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. j
For foam-on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012(04-12). .
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
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 noted QA agency for information on product locations covered for F.A.C.Rule 9N43 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625;(314)578-3406;k.chancel[or@us.ul,com
-END OF EVALUATION REPORT-
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Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R4
Certificate of Authorization P9503 FBC NON-HVH2 EVALUATION FL1604B.-R4
Revision 4:10/06/2016
Page 5 of 5