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LYW a
FL # FL18355-R3
- Application Type Revision
CodeAv-
Version 2014 N
Application Status Validated
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
TAMKO Building Products, Inc.
PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext 2305
kerri_eden@tamko.com
Kerri Eden
kerri_eden@tamko.com
Category
Roofing
Subcategory
Asphalt Shingles
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
I 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
FL18355 R3 COI TBP15001.3 FBC 2014 Product Evaluation Report
Shinoles.odf
i
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://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83... 5/10/2017
t
Florida Building Cade Online
Product Approval Method
Date Submitted
Date Validated
Summary of Products
Method 1 Option D
05/09/2017
05/1012017
Page 2 of 2
FL # Model, Number or Name
Description
18355.1 Glass -Seal, Elite Glass -Seal,
Heritage, Heritage Premium,
ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage Woodgate, Heritage
Vintage, Hip and Ridge, and
Vintage Hip and Ridge Shingles
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
FL18355 R3 11 TBP15001.3 FBC 2014 Producl Evaluation
Reoort Shingle_. s.t)df
Verified By: Zachary R. Priest PE -74021
Created by Independent Third Party: Yes
Evaluation Reports
FL1$35S R3 AE TBP15001.3 FBC 2014 Product Evaluation
Reoort Shingles.pdf
Created by Independent Third Party: Yes
Onck Next
Contact Us :: 2601 Blair Stone Road Tallajtil FL 32399 phone: 850-487-1824
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Application Instructions for
TAM HERITAGE® 30
BUI6DING PRODUCTS LAMINATED 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.
1. ROOF DECK
These shingles are for application to roof decks capable of receiving
and retaining fasteners, and to inclines of not less than 2 in. per foot.
For roofs having pitches 2 in. per foot to less than 4 in. per foot, refer
to special,lpstructions titled "Low Slope Application". Shingles must
be applied properly. TAMKO assumes no responsibility for leaks or
defects resulting from improper application, or failure to properly
prepare the surface to be roofed over.
NEW ROOF DECK CONSTRUCTION: Roof deck must be smooth,
dry and free from warped surfaces. It is recommended that metal
drip edges be installed at eaves and rakes.
PLYWOOD: All plywood shall be exterior grade as defined by the
Engineered Wood Association. Plywood shall be a minimum of 3/8
in. thickness and applied in accordance with the recommendations
of the Engineered Wood Association.
SHEATHING BOARDS: Boards shall be well -seasoned tongue -
and -groove boards and not over 6 in. nominal width. Boards shall
be a 1 in. nominal minimum thickness. Boards shall be properly
spaced and nailed.
2. VENTILATION
Inadequate ventilation of attic spaces can cause accumulation of
moisture in winter months and a build up of heat in the summer.
These conditions can lead to:
1. Vapor Condensation
2. Buckling of shingles due to deck movement.
3. Rotting of wood members.
4. Premature failure of roof.
To insure adequate ventilation and circulation of air, place louvers
of sufficient size high in the gable ends and/or install continuous
ridge and soffit vents. FHA minimum property standards require
one square foot of net free ventilation area to each 150 square feet
of space to be vented, or one square foot per 300 square feet if a
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
openings are screened, the total area should be doubled.
IT I$ RTIC�ULARLY IMPORTANT TO PROVIDE
ADEQUATE VENTILATION.
& FASTENERS
WIND CAUTION: Extreme wind velocities can damage these
shingles after application when proper sealing of the shingles
does not occur. This can especially be a problem if the shingles
are applied in cooler months or in areas on the roof that do: not
receive direct sunlight. These conditions may impede the sealing
of the adhesive strips on the shingles. The inability to seal down
may be compounded by prolonged cold weather conditions and/
or blowing dust. In these situations, hand sealing of the shingles is
recommended. To insure immediate sealing, apply 4 quarter -sized
dabs of TAM -PRO® Premium SBS Adhesive or TAMKO Tam -Seal
Adhesive on the back of the shingle 1 in. (25mm) and 13 in. (330mm)
in from each side and 1 in. (25mm) up from the bottom of the
shingle. Press shingle firmly into the adhesive. For maximum wind
resistance along rakes, cement shingles to the underiayment and
each other in a 4 in. (102mm) width of TAM -PRO SBS Adhesive or
TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform
layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts
can cause blistering of the shingles and may soften the asphalt in
certain underlayments resulting in the asphalt flowing, dripping and
staining. Shingles must also be fastened according to the fastening
instructions described below.
Correct placement of the fasteners is critical to the performance
of the shingle. If the fasteners are not placed as shown in the
diagram and described below, this will result in the termination of
TAMKO's liabilities under the limited warranty. TAMKO will not be
responsible for damage to shingles caused by winds in excess of
the applicable mph as stated in the limited warranty. See limited
warranty for details.
FASTENING PATTERNS: Fasteners must be placed 6-1/8 in. from
the bottom edge of the shingle, penetrating through the common
bond, and located horizontally as follows:
1) Standard Fastening Pattern. (For use on decks with slopes 2 in.
per foot to 21 in. per foot.) One fastener 1 in. back from each end
and one 13-1/2 in. back from each end of the shingle for a total of 4
fasteners. (See standard fastening pattern illustrated below).
STANDARD FASTENING PATTERN
FASTENERS NAILZONE
COMMON
BOND
6-1/8" EXPOSURE 5-5/8"
L J
VL+ f — 12-1/2"—+--- 12-3/8" —+— 12 -1/2" --►1 h--1"
(Continued)
Central District 11109
1
220 West 4th St., Joplin, MO 64801
800-641-4691
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
0
TAM �O
BUILDING PRODUCTS
(CONTINUED from page 1)
HERITAGE® 30
LAMINATED ASPHALT SHINGLES
Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO
2) Mansard Fastening Pattern. (For use on decks with slopes
greater than 21 in. per foot.) One fastener 1 in, back from each end
and one fastener 8-1/2 in. back from each end and one fastener 16
in. back from each end for a total of 6 fasteners per shingle. (See
Mansard and High Wind Fastening Pattern illustrated below.)
MANSARD AND HIGH WIND FASTENING PATTERN
FASTENERS NAIL ZONE
COMMON
BOND
B EXPOSURE 5.5/8"
��►{ I.-r-irzw(��-irz^-+(�-�-ala"{.-�-irz^-•(•-�-irz"-►� ��.
3) High Wind Fastening Pattern. (For High Wind Application
requirements) One fastener 1 in. back from each end. One fastener
8-1/2 in, back from each end and one fastener 16 in. back from each
end for a total of six (6) fasteners per shingle. In addition to this shingle
fastening pattern requirement for High Wind Application, TAMKO
also requires the use of the following TAMKO products: TAMKO
felts or underlayments; TAMKO Moisture Guard Plus underlayment
at all eaves, rakes, and valleys; TAMKO or TAM -PRO cements and
coatings products where required; TAMKO ventilation where required,
TAMKO starter shingles if available in area, and TAMKO Hip and Ridge
shingles installed on all hips and ridges. Along rakes, cement shingles
to the underlayment and each other in a 4 in. (102 mm) width of TAM -
PRO SBS Adhesive or TAMKO Tam -Seal Adhesive. Also, see local
building codes for proper nailing application. High Wind Application
is offered on new construction or complete tear -off applications only.
It is not offered for recover applications. If High Wind Application
requirements are not followed, the High Wind Application Warranty
MPH, as stated on Table I in the Limited Warranty, reverts to the
Standard Application Wind Warranty MPH limit. (See Mansard and
High Wind Fastening Pattern illustrated above.)
NAILS: TAMKO recommends the use of nails as the preferred method
of application. Standard type roofing nails should be used. Nail
shanks should be made of minimum 12 gauge wire, and a minimum
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,
the nails should be long enough to penetrate completely through
plywood decking and extend at least 1/8 in. through the roof deck.
Drive nail head flush with the shingle surface.
Properly Ddvon Impropady Driven
oTaVattndi—ter undardrivan .,.,driven crooked
�— Aaphoh
Shingl..
E 4III �—Docking
Al t � ve•,w.,t^.t
.Irulghl, good po.otr.tlon, Inadoqu.to too doop, cute Inadequala
and 11-h with.hinglo.urlaco P ... tradan Into.hingle onchorago
STAPLES: If staples are used in the attaching process, follow the
above instructions for placement. All staples must be driven with
pneumatic staplers. The staple must meet the following minimum
dimensional requirements. Staples must be made from a minimum
16 gauge galvanized wire. Crown width must be at least 15/16 in.
(staple crown width is measured outside the legs). Leg length should
be a minimum of 1-1/4 in. for new construction and 1-1/2 in. for
reroofing thus allowing a minimum deck penetration of 3/4 in. The
crown of the staple must be parallel to the length of the shingle.
The staple crown should be driven flush with the shingle surface.
Staples that are crooked, underdriven or overdriven are considered
improperly applied.
Properly Driven Improperly Driven
nN �rH undordnwn oveidrven crooked
Asphalt
Shingles
0*1 U I
Decking
2A as
CAUTION: ALL FASTENERS MUST BE DRIVEN INTO THE NAIL
ZONE/COMMON BOND AS SHOWN IN THE DIAGRAM ABOVE.
4. UNDERLAYNIENT
UNDERLAYMENT: An underlayment consisting of asphalt saturated
felt must be applied over the entire deck before the installation of
TAMKO shingles. Failure to add underlayment can cause premature
failure of the shingles which is not covered by TAMKO's limited
warranty. Apply the felt when the deck is dry. On roof decks 4 in.
per foot and greater apply the felt parallel to the eaves lapping each
course of the felt over the lower course at least 2 in. Where ends
join, lap the felt 4 in. If left exposed, the underlayment felt may
be adversely affected by moisture and weathering. Laying of the
underlayment and the shingle application must be done together.
Products which are acceptable for use as underlayment are:
- TAMKO No. 15 Asphalt Saturated Organic Felt
- A non -perforated asphalt saturated organic felt which meets
ASTM: D226, Type I or ASTM D4869, Type I
- Any TAMKO non -perforated asphalt saturated organic felt
- TAMKO TW Metal and Tile Underlayment, TW Underlayment
and Moisture Guard Plus® (additional ventilation may be
required. Contact TAMKO's Technical Services Department
for more information.)
In areas where ice builds up along the eaves or a back-up of water
from frozen or clogged gutters is a potential problem, TAMKO's
Moisture Guard Plus® waterproofing underlayment (or any specialty
eaves flashing product) may be applied to eaves, rakes, ridges,
valleys, around chimneys, skylights or dormers to help prevent
water damage. Contact TAMKO's Technical Services Department
for more information.
TAMKO does not recommend the use of any substitute products
as shingle underlayment.
S. APPLICATION INSTRUCTIONS
STARTER COURSE: A starter course may consist of TAMKO Shingle
Starter, self-sealing 3 -tab shingles or a 9 inch wide strip of mineral
surface roll roofing. If self-sealing 3 -tab shingles are used, remove
the exposed tab portion and install with the factory applied adhesive
adjacent to the eaves. Attach the starter course with approved
fasteners along a line parallel to and 3 in. to 4 in. above the eaves
edge. The starter course should overhang both the eaves and rake
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.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
TAM K:0]
BUILDING PRODUCTS
(CONTINUED from page 2)
HERITAGE® 30
LAMINATED ASPHALT SHINGLES
Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS is Joplin, MO
SHINGLE APPLICATION: Start the first course with a full size shingle
and overhang the rake edge 1/4 in. Cut 10-3/8 In. from a full shingle
to form a shingle 29 in. long. Use this to start the second course (see
diagram below). Cut a 23 in. long shingle to start the third course. Use
the remaining 16-3/8 in. piece of shingle to start the fourth course and
use the remaining 10-3/8 in. piece to begin the fifth course. Continue
up the rake in as many rows as necessary using the same formula
as outlined above. The butt of the shingle should be aligned with
the top edge of the sawtooth of the underlying shingle for a 5-5/8 in.
exposure (see shingle application drawing illustrated on this panel).
When you make your final cut at the roof's edge, flip any pieces that
are 8 in. or longer back onto the roof. These pieces can be worked
in anywhere without creating zippers or color variations.
NOTE: Do not align joints of shingle courses when working in cut
pieces. Joints should be no closer than 4 In. from one another.
repeal
courses
5th course
4th course
3rd course
2nd course
1st course
-eave r
Cu 1. your f,st enures ehingto b mak. 20' and a 10 3M* long" Cut . s.cond Whole to mato a 23' and
A 10 318' length.
NEW
/1:7
2engin npphyoueabon with a fun Ienglh chingla.
.Then lay r 29'. 23len
'. in 3r0' and 10 3/e' ibs.
As you ran so., throe Wlingl.o W th 1— cols
mak° f cooks..
n
Continuo""
yow way across the m01. when
you snake yam
baa nrel Cul at tho roots eego, alp any piaco. Ihol aro 9' or layer
hrk onto the roof. These pia can h. -..it in nhywfiere wo eol
vea0.0 Apgars no ra*. rmla0nns.
NOTE: 0. net origin t.lnt..1 eN.91. eoureea when working In
eut pee—Joinla should ho no closer Nan 4' Imm one ..b
e,
6. LOW SLOPE APPLICATION
On pitches 2 in. per foot to 4 in. per foot cover the deck with two layers
of asphalt saturated felt. Begin by applying the felt in a 19 in. wide strip
along the eaves and overhanging the drip edge by 1/4 to 314 in. Place
a full 36 in. wide sheet over the 19 in. wide starter piece, completely
overlapping it. Al succeeding courses will be positioned to overlap the
preceding course by 19 in. If winter temperatures average 25eF or less,
thoroughly cement the felts to each other with TAM -PRO or TAMKO
Plastic Roof Cement from eaves and rakes to a point of a least 24 in.
inside the interior wall line of the building. As an alternative, TAMKO's
Moisture Guard Plus® self -adhering waterproofing underlayment may
be used in lieu of the cemented felts.
7. MANSARD ROOF OR STEEP SLOPE ROOF
If the slope exceeds 21 in. per foot (60', each shingle must be sealed with
TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive irnmedlately
upon installation. Spots of cement must be equivalent in size to a $.25
piece and applied to shingles with a5-5/8 In. exposure, use 6 fasteners
per shingle. See Section 3 for the Mansard Fastening Pattern.
8. RE -ROOFING
Before re -roofing, be certain to inspect the roof decks. All plywood
shall meet the requirements listed in Section 1.
Nail down or remove curled or broken shingles from the existing
roof. Replace all missing shingles with new ones to provide a smooth
base. Shingles that are buckled usually indicate warped decking
or protruding nails. Hammer down all protruding nails or remove
them and refasten in a new location. Remove all drip edge metal
and replace with new.
If re -roofing over an existing roof where new flashing is required
to protect against Ice dams (freeze/thaw cycle of water and/or the
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
TAMKO's Moisture Guard Plus'e waterproofing underlayment. Contact
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
The nesting procedure described below is the preferred method for
reroofing over existing metric size shingles with a 5-5/8 in. exposure.
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
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
enough to carry water off into the gutter. If this is not the case,
cut and apply the starter strip so that it will provide sufficient
overhang for proper drainage.
First Course: Remove an amount from the butt edge of a full-size
shingle so that the remaining portion of the shingle fits between the
butts of the existing third course. This course must also be applied
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 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 3
0
TAMLOJ
BUILDING PRODUCTS
(CONTINUED from page 3)
HERITAGE" 30
LANiN"ED ASPHALT SHINGLES
Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO
Second and Succeeding Courses: Remove 10-3/8 in. from the
rake end of the first shingle in the second course, and continue
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
shingle in the course above. This method should create an exposure
of 5-5/8 in. after the first course. When beginning the succeeding
courses continue to follow the Heritage application Instructions.
(See section 5).
Existing shingles < /'<\ --< , /�
Drip edge
New shingles�V, <
i/
—S 5/8° exposure
exposure T� �✓�%
9. VALLEY APP61CATION
Over the shingle underlayment, center a minimum 36 in. wide sheet
of TAMKO Nail -Fasts, Moisture Guard Plus's or a minimum 50 Ib. roll
roofing in the valley. Nail the felt only where necessary to hold it in
place and then only nail the outside edges.
IMPORTANT: PRIOR TO INSTALLATION WARM SHINGLES TO
PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING
SHINGLES TO FORM VALLEY.
After valley flashing is in place:
• Apply the first course of shingles along the eaves of one of the
intersecting roof planes and across the valley.
Note: For proper flow of water over the trimmed shingle, always
start applying the shingles on the roof plane that has the lower
slope or less height.
• Extend the end shingle at least 12 in. onto the adjoining roof.
Apply succeeding courses in the same manner, extending them
across the valley and onto the adjoining roof.
• Press the shingles tightly into the valley.
• Use normal shingle fastening methods.
Note: No fastener should be within 6 in. of the valley centerline,
and two fasteners should be placed at the end of each shingle
crossing the valley.
• 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
shingles for guidance.
• To complete the valley, apply shingles on the adjoining roof
plane by positioning the tip of the first shingle of each row at
the 2 in. point from the centerline where the edge of the vertical
shingle has been applied, covering the vertical 'shingle.
FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE
CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT.
MlNlnurn 30' wide "'VaPey cmlarLrne
of Nail Fasi, hfoi1.
Guard Plus or 50 Ib. Extra nail In
or h®vier roU roofing end of shingle
Extend end shingle
'12'-18' beyond
valley cantodin0
Urder6iyment No fasteners within
r, 6' of centerfno
Placa tip of shingf. on tho edge of
the venical stdngb, 24nc-tm back
horn vallay emteNno and...drq
the vodical shinglo.
10. RIP AND RiDGE FASTENING DETAIL
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
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.
TAMKO recommends the use of TAMKO Hip & Ridge shingle
products. Where matching colors are available, it is acceptable to
use TAMKO's Elite Glass -Seal shingles cut down to 12 in, pieces.
Fasteners should be 1/4 in. longer than the one used for shingles
IMPORTANT: PRIOR TO INSTALLATION, CARE NEEDS TO BE
TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE
BENDING SHINGLE IN COLD WEATHER.
Direction of prevailing wind
rte= ♦��i
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.
TAMKO®, Moisture Guard Plus®, Nail Fost®, TAM -PRO® and Heritage® are registered
trademarks of TAMKO Building Products, Inc.
Information Included In these application instructions was current at time of printing. To
obtain a copy of the most current version of these application Instructions, visit us online
at tamko.com or call us at 800-641-4001.
Central District 220 West 4th St., Joplin, MO 64801 800-641-4691
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
talmko.eolm Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868
11/09
0
Florida Building Code Online Page 1 of 2
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Pr II L Aajiroval Menu > Product or Aoolkalion Search > Application Lis l > Application Detall
FL # FL16048-R4
Application Type Revision I \ L
Code Version 2014
Application Status Approved I f g f
Comments
Archived ❑
Product Manufacturer Tri -Built Materials Group, LLC
Address/Phone/Email PO Box 70
Rutherford, NJ 07070
(800) 516-1485
david. ruiz@tribuiltmg. cpm
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
David Ruiz
david.ruiz@tribuiltmg.com
David Ruiz
250 Route 17 North
East Rutherford, NJ 07073
(201)842-2449
david.ruiz@tribuiltmaterialsgroup.com
Roofing
Underlayments
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
FI 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
fel Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (Of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL16048 R4 COI 2016 01 COI Nieminen.Ddf
Standard
Year
ASTM D1970
2009
ASTM G155
2005
FRSA/TRI April 2012 (04-12)
2012
TAS 103
1995
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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
Lu
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.odF
Impact Resistant: N/A
Verified By: Robert Nieminen 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-
underlayment 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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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Coovriaht 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 mall 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:
W ® ivcl M
Credit Card
Safe
http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDgtFPmdYiNDWr... 1/26/2017
EVALUATION REPORT
Allied Building Products Corp.
dba TRI -BUILT Roofing Products
9050 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 A42960_10.12-114
FL16048-R4
Date of Issuance: 10/25/2012
Revision 4: 10J06/2016
SCOPE:
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 51h 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 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 I 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. j
This Evaluation Report consists of pages 1 through 5.
Prepared by:
1 a
1 "
:': Sin C i•(4
.Of',.
Robert J.M. Nieminen P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nleminen,
P.E. on 10/06/2016. This does not serve as an electronically signed
document. Signed, sealed hardcoples have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2, Trinity I 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[ 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.
\l TRINITY 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
S40540.02.13-1
02/19/2013
ERD (TST6049)
Physical Properties
S40540.11.13
11/19/2013
ERD (TST6049)
Physical Properties
S40540.03.14
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
544870.04.14-1
04/10/2014
ERD (TST6049)
Physical Properties
544870.04.14-4
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
SC8520.04.15
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.
5. 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 oJAuthoriratlon #9503 FBC NON-HVHZ EVALUATION FL16048-R4
Revision 4: 10/06/2016
Page 2 of 5
��TRINITY 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 k8a C6vtwokIONS ;-
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
Yes
Yes
Yes
Underlayment
See 5.5.1
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 0513; 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 Tri -Built Smooth HT S/A
Underlayment applied to:
➢ 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: i
Y ASTM D226, Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached p!er
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 -R4
Certificate ofAuthorliatlon #9503 FBC NON-HVHZ EVALUATION FL16048-114
Revision 4: 10/06/2016
Page 3 of 5
,PTRINITY, IERD
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 201.2 (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 d irect-deck
underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam-on the
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 HT TU Underlayment, self-adhered.
5.6.4.3 Maximum Design Pressure = -60.0 psf.
Deck: Min. 19/32-inch 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 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, 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 bei6-
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
�TRINI-ry 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. 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 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.
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 91N-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
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 5 of 5