HomeMy WebLinkAboutProduct Approval V_ No"115 - Standard Procedures for Asphaltic Shingle Installation Pagel of 8
or
PAID Subst.dptiond
• State
j 2004 Florida Building Code: Test Protocols
(First Printing;), Includes 2006 Amendments 1
■ No. 115 - Standard Procedures for Asphaltic Shingle Installation
■ 1.1 This Roofing Application Standard sets the requirements to determine
whether a substrate and surrounding environmental conditions are
appropriate for the application of a spray
ious Section Next Section To view the next subsection please select the Next Section
tion.
2. Definitions
2.1 For definitions of terms used in this application standard, refer to ASTM D 1079 and the
Florida Building Code, Building.
3. General
3.1 Asphaltic shingles shall not be installed on roof mean heights greater than 33 feet, unless
specifically specified in the roof assemblies Product Approval. Roof slope criteria shall be in
accordance with Table 1515.2.
3.2 Where asphaltic shingles are to be installed over insulated roof deck, a suitable nailable
substrate, in accordance with Section 1520.5.7, must be installed over the insulation prior to the
installation of approved underlayment and shingles.
3.3 Asphaltic shingles shall be installed in compliance with the Product Approval installation
drawings, but in no case with less than six approved roofing nails (12 ga..by 11/4 in. corrosion-
resistant annular ring shank roofing nails) or approved fastening devices which penetrate
through the sheathing or wood plank a minimum of 3/16 in. or penetrate a 1 in. or greater
thickness of lumber a minimum of 1 in. except where architectural appearance is to be
preserved, in which case a minimum of/4 in. nail may be used.
4. Underlayment
4.1 Minimum prescriptive underlayments shall be one of the following, unless otherwise
specifically noted in roofing assembly Product Approval:
• A double layer of an ASTM D 226, Type I, with a 19-inch headlap; or
• A single layer of an ASTM D 226, Type II, with a 4-inch headlap; or
• A single layer of an ASTM D 2626 coated base sheet with a 4-inch headlap.
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• All endlaps shall be a minimum of 6 inches.
• All valleys shall be woven.
4.2 All underlayments shall be fastened with minimum 12 gage by 11/4 in. corrosion-resistant
annular ring shank roofing nails fastened trough minimum 32 gage by 15/8 in. diameter tin caps.
Maximum fastener spacing shall be 6 in. o.c. at the laps with two additional rows in the field at
a maximum spacing of 12 in. o.c. Nails shall be of sufficient length to penetrate through the
sheathing or wood plank a minimum of 3/16 in. or penetrate 1 inch(25 mm) or greater thickness
of lumber a minimum of 1 in., except where architectural appearance is to be preserved, in
which case a minimum of 3/4 in. nail may be used.
4.3 If the underlayment is a self-adhering membrane, the membrane shall be applied over a
mechanically attached anchor/base sheet attached in compliance with this section above.-
5.
bove:5. Metal Accessories
5.1 All metal accessories shall be in compliance with Section-1517.6 of the Florida Building
Code, Building and RAS 111.
5.2 Eave and gable drip metal vertical face shall be a minimum of 1%2 inches and shall extend
down not less than % inch below the sheathing or other member immediately contiguous
thereto. In all cases, the deck flange shall be not less than 2 inches in width. Where required, a
continuous clip (hook strip) shall be installed in compliance with RAS 111.
5.3 Eave and gable drip metal shall be joined by a lapped of a minimum of 4 in. and the entire
interior of the joints shall be coated with approved flashing cement. Eave and gable drip metal
shall be fastened with minimum 12 gauge annular ring shank nails at a maximum spacing of 4
in. o.c. The nails shall be manufactured from similar and compatible material to the termination
profile. All composite materials shall be fastened with nonferrous nails. All metal profiles shall
be installed in compliance with RAS 111.
5.4 Valley metal shall be a minimum 16 in. wide rolled or preformed material of thickness in
compliance with Section 1517.6 of the Florida Building Code, Building. Valley metal shall be
set over the underlayment, or over an optional 18 in. sweat sheet. Fasten valley metal with
minimum 12 gage by 11/4 in. annular ring shank roofing nails of similar materials 12 in. o.c. 1
in. in from each exterior edge. The entire edge of the flange shall be sealed, covering all nail
penetrations with flashing cement and membrane. All horizontal laps shall be a minimum of 6
in. and shall be fully embedded with approved flashing cement. No nails shall be permitted in
the center of the valley.
6. Shingle Installation
6.1 At all intersections, eaves, rakes,valleys, and gable ends the shingles and starter strips
shall be set in a minimum 8-in. wide strip of approved flashing cement. Maximum thickness of
flashing cement shall be 1/8 in. as excessive use of the cement may cause blistering, or bleed
through. Shingles shall not extend more than 1/4 in. beyond the eave drip.
6.2 The starter strip may be either a row of nonlaminated shingles trimmed to the shingle
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manufacturer's recommendations or a strip of mineral-surfaced roll roofing not less than 7 '
in.wide.
6.3 If self-sealing shingles are used for the starter strip, remove the tab portion of each shingle
and position the remaining strip with the factory-applied adhesive face up along the eaves. Trim
material from the end of the first shingle in the starter strip according to manufacturer's
specifications to ensure that the cutouts of the first course of shingles are not placed over the
starter strip joints. Fasten starter strips parallel to the eaves along a line above the eave line
according to manufacturer's specifications. Position fasteners to ensure they will not be
exposed under the cutouts in the first course.
6.4 For shingles without a self-sealing strip, the tabs shall be removed and approved flashing
cement shall be applied in spots approximately the size of a quarter at the corner of each tab of
the first course. Starter shingles shall be nailed along a line not greater than 4 in. above the eave
line nailing not greater than 6 in. o.c. Ensure that the cutouts of the first course are not placed
over the starter strip joints.
6.5 If roll roofing is used for the starter strip, nail along a line not greater than 4 inches above
the eave line nailing not greater than 12 inches o.c. Approved flashing cement shall be applied
as noted above for nonsealing shingle starter. If more than one piece of roll roofing must be
used, the end joint shall be butted. Joints shall be staggered with succeeding shingle joints, and
the number of starter joints shall be kept to a minimum.
6.6 First course shall be laid straight, checking it regularly during application against a
horizontal chalk line. A few vertical chalk lines aligned with the ends of shingles in the first
course will ensure proper alignment of cutouts. A shingle hatchet is an acceptable alternative to
the use of succeeding chalk lines. The first course starts with a full shingle, while succeeding
courses shall be installed in strict compliance with the shingle manufacturers' Product Approval
course layout detail.
6.7 Rake and valley courses shall be terminated with shingles not less than 12 in. in length. To
obtain the correct exposure for square-tab strip shingles, align the butts with the top of the
cutouts in the course below. Install no-cutout shingles and those with variable butt lines
according to the manufacturer's directions to obtain correct exposure.
NOTE: Follow manufacturer's instructions concerning shingle alignment. See"Exposure,
Course Layout, and.Fastening Detail," in shingle manufacturer's Product Approval.
7. Fastening
7.1 Use six approved nails per shingle. Place the fasteners in strict compliance with shingle
manufacturers Product Approval course layout, fastening details.
7.2 Align the shingles properly to avoid exposing fasteners in the course below. Drive the
fasteners straight and do not break the shingle surface with the fastener head. Do not drive
fasteners into knot holes or cracks in the roof deck. Repair faulty fastening immediately. If
fastener is improperly driven or exposed, remove the fastener and repair the hole in the shingle
with approved flashing cement or replace the entire shingle.
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No. 115 - Standard Procedures for Asphaltic Shingle Installation Page 4 of 8
7.3 Do not nail into or above factory-applied adhesives. Ensure no cutout or end joint is less
than 2 inches from a nail in an underlying course. Start nailing from the end nearest the shingle
just laid and proceed across. Do not attempt to realign a shingle by shifting the free end after
two nails are in place. Drive nails straight so that the edge of the nail head does not cut into the
shingle. Nail heads should be driven flush with the shingle surface. Fasteners shall not be
improperly driven(see Detail A).
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8. Valleys
8.1 Valleys may be applied in open, closed or woven fashion. Valley metal shall be in
compliance with Section 5.4.
8.2 Open valley: Snap two chalk lines, one on each side of the valley centerline over the full
length of the valley flashing. Locate the upper ends of the chalk lines 6 in. apart in the center of
valley at the ridge (i.e.,three inches to either side of the valley centerline). The lower ends
should diverge from each other a minimum of 1/8 in. per linear foot of valley length, (i. e., for
an eight foot long valley the chalk lines shall be 7 inches apart at the eaves).
As shingles are applied toward the valley, trim the last shingle in each course to fit on the
chalk line.Never use a shingle trimmed to less than 12 inches in length to finish a course
running into a valley. If necessary, trim a tab off the adjacent shingle in the same course to
allow a longer portion to be used, trim 1 inch on a 45-degree angle from the upper corner to
direct water into the valley and prevent it from penetrating between the courses. Finally, to
form a tight seal, cement the shingle to the valley lining with a minimum eight-inch width of
asphalt flashing cement. There should be no exposed nails along the valley flashing.
8.3 Closed cut valley: With valley flashings already in place, apply the first course of shingles
along the eaves of one of the intersecting roof planes and across the valley. For proper flow of
water over the trimmed shingle, always start applying the shingles on the roof plane that has the
lower slope or lesser height. Extend the end shingle at least twelve inches onto the adjoining
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No. 115 - Standard Procedures for Asphaltic Shingle Installation Page 5 of 8
roof. Do not make a joint in the valley. If a shingle falls short, add in one or two tab sections so
that joint occurs outside the line of the valley. Apply succeeding courses in the same manner,
extending them across the valley and onto the adjoining roof. Press shingle tightly into the
valley. Use normal shingle fastening methods except that no nails should be within six inches of
the valley centerline and two nails shall be placed at the end of each shingle crossing the valley.
Snap a chalk line two inches from the centerline of the valley on the under-shingled side. Then
apply shingles on the under shingled side. Trim the shingles as they are being installed to the
chalk lines to ensure a neat installation. Trim one inch on a 45-degree angle from the upper
corner of each shingle upon installation. This will direct water into the valley. Finally embed
each end shingle in a 3-inch(76 mm) wide strip of flashing cement.
8.4 Woven valley: The valley flashing should already be in place as described earlier. Shingles
on the intersecting roof surfaces may be applied toward the valley from both roof areas
simultaneously or each roof area may be worked separately up to a point about three feet from
the center of the valley and the gap closed later. Regardless of which procedure is followed,
apply the first course along the eaves of one roof area up to and over the valley with the last
shingle extending at least 12 inches onto the intersecting roof. Then apply the first course of the
intersecting roof along the eaves and extend it across the valley over the top of the shingle
already crossing the valley and at least 12 inches onto the other surface. Apply successive
courses alternately from the adjoining areas, weaving the valley shingle over the other. Press
each shingle tightly into the valley. Use normal shingle fastening methods except that no nails
should be within six inches of the valley centerline and two nails shall be placed at the end of
each shingle crossing the valley.
9. Flashing
9.1 All shingles that butt against wall flashings shall be step bulled with approved flashing
cement a minimum of eight inches, and all roof planes that butt against vertical walls shall be
flashed in one of the following manners:
9.2 Option A: All wall abutments shall be flashed with a minimum of 4 in. by 5 in. "L" metal
flashings of materials and thickness in accordance with Section 1517.6 of the Florida Building
Code, Building. The metal"L" flashing shall be set in approved flashing cement and set flush to
base of wall and over underlayment(see Detail B). Both horizontal and vertical metal flanges
shall be fastened 6 inches o.c. with approved fasteners. Fastening shall be in accordance with
RAS 111. All laps shall be a minimum of 4 inches fully sealed in approved flashing cement.
Flashing shall start at the lower portion of the roof to ensure water-shedding capabilities of all
metal laps. The entire edge of the metal flashing shall be sealed covering all nail penetrations
with approved flashing cement and membrane. The metal "L" flashing shall be counter flashed.
All metal counter flashing shall be installed in accordance with RAS 111.
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9.3 Option B: Roof planes that butt against vertical walls shall be step flashed with 10 in. long
metal shingles which are 2 in. wider than the exposed face of the roofing shingles (see Detail
Q. Place the first flashing unit over the end of the starter strip and position it so that the tab of
the end shingle in the first course covers it completely. Secure the horizontal arm to the roof
with two approved-roofing nails. Do not nail flashing to the wall; settling of the roof could
damage the seal. Apply the first course of shingles up to the wall. Position the second step
flashing strip over the end shingle in the first course 5 inches up from the butt so that the tab of
the end shingle in the second course covers it completely. Fasten the horizontal arm to the roof.
The second course of shingles follows; the end is flashed as in the preceding courses and so on
to the top of the intersection. Bring siding or other wall treatment down over the vertical
sections of the step flashing to serve as cap flashing. Wall treatment or cap flashing shall
terminate a minimum of I in. above the roofline. All metal counter flashing shall be installed in
accordance with RAS 111.
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9.4 Head/apron flashing at all vertical end walls: Apply shingles up the roof until a course
must be trimmed to fit at the base of the vertical wall. Adjust the exposure slightly in the
previous two courses so that the last course is at least 8 inches wide. Apply a continuous piece
of metal flashing over the last course of shingles by embedding it in approved flashing cement
and nailing it to the roof. The metal flashing strip shall be bent to extend at least 5 inches up the
vertical wall and at least 4 inches onto the last shingle course. Do not nail the strip to the wall.
Apply an additional row of shingles over the metal flashing strip, trimmed to the width of the
strip. Bring siding down over the vertical flashing to serve as cap flashing. Wall treatment or
cap flashing shall terminate a minimum of 1 in. above the roofline. Do not nail siding into the
vertical flashing. If the vertical front wall meets a side wall, as in dormer construction, cut
flashing so that it extends at least 7 inches around the corner. Continue up the side wall with
step flashing as detailed above.
10. Soil Stacks and Vent Pipes
10.1 Apply shingles up to the vent pipe. Cut a hole in a shingle to go over the pipe and set the
shingle in ASTM D 4586 flashing cement. A preformed flashing flange that fits snugly over the
pipe is then placed over the shingle and vent pipe and set in approved flashing cement. Place
the flange over the pipe to lay flat on the shingle below. After the flashing is in place, resume
shingle application. Cut shingles in successive courses to fit around the pipe and embed them in
approved flashing cement where they overlap the flange. Avoid excessive use of cement as it
may cause blistering. Do not drive fasteners close to the pipe. The lower part of the flange shall
overlap the lower shingles and the side and upper shingles shall overlap the flange.
10.2' For ventilator and exhaust stacks, follow the same procedure, but bring the shingles up to
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No. 115 - Standard Procedures for Asphaltic Shingle Installation Page 8 of 8
the pipe from both sides and bend the flange over the ridge to lie in both roof planes,
overlapping the roof shingles at all points. Ridge shingles are then positioned to cover the
flange. Embed the ridge shingles in approved flashing cement where they overlap the flange.
Roof ventilators shall be flashed in accordance with ventilators Product Approval.
11. Chimneys
11.1 Chimneys shall be flashed with a two-piece base and cap flashing to allow for differential
movement. Apply shingles up to the front edge of the chimney before any flashings are
installed. Apply a coat of ASTM D 41 asphalt primer if the chimney is constructed of masonry
or metal to seal the surface and to provide good adhesion to all points where flashing cement
will later be applied.
11.2 Install flashing in accordance with Section 9 above. Apply the base flashing to the low
side of the chimney first. Bend the base flashing so that the lower section extends at a minimum
of 4 inches over the shingles and the upper section extends a minimum of 12 inches up the
vertical face of the chimney. Work the flashing firmly and smoothly into the joint between the
shingles and chimney. Set both the roof and chimney overlaps in approved flashing cement
placed over the shingles and on the chimney face. The flashing shall be secured in accordance
with RAS 111. Use metal step flashing for the sides of the chimney,positioning the units in the
same manner as flashing on a vertical side wall, in accordance with Details A and B herein.
Secure each flashing unit to the masonry with approved flashing cement and to the deck with
approved nails. Embed the end shingles in each course that overlap the flashing in an 8" bed of
approved flashing cement. Place the rear base flashing over the cricket and the high side of the
chimney. Chimney crickets shall be waterproofed in compliance with the shingle manufacturers
published literature. All chimney flashings shall be countered flashed. Metal counter flashing
shall be in accordance with RAS 111.
12. Hips and Ridges
12.1 Apply premanufactured hip and ridge shingle components or cut hip and ridge shingles
from manufacturer's strip shingles. Lay hip and ridge away from prevailing wind. Ensure all
fasteners are covered. Exposure shall not exceed 5 inches. Taper the lap portion of each cap
shingle slightly so that it is narrower than the exposed portion.
Top Previous Section Next Section To view the next subsection please select the Next Section
option.
COPYRIGHT 2007 by INTERNATIONAL CODE COUNCIL
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FLO A ENGINEERING & TESTING, INC.
Phone: (866)781-6889•Fax: (866) 784-8550
www.tloridaengineeringandtesting.com
250 S.W. 13`h Avenue
Pompano Beach,FL 33069
DATE: 7/09/15 JOB ORDER#: 15-2240
CLIENT: All Area Roofing
ADDRESS: 3921 S. US Highway 1 Fort Pierce,Florida 34982
PROJECT: Mike Purcell Residence Flat Wood Roof Deck
ADDRESS: 3711 Promenade Way Fort Pierce, Florida
FBC 2010 A-10 DESIGN PRESSURE CALCULATIONS
Pro'ect ion
Height= 8' Exposure: C Basic/Ultimate Wind Speed: Vuit=170 mph
Length= 30' Category: II Nominal Wind Speed: Vasd=Vuit*N0.6
Width= 15' Slope: <7° (asd=allowable strength design)
Parapet Wall: <3' Residential KZ=0.85, Kzt= 1.0, Kd=0.85
Design Calculations:
Velocity Pressure: q=0.00256*KZK�tKdV2
Velocity Pressure(ult): q=0.00256(0.85)(1.0)(0.85)(170)2] =53.45 psf
Velocity Pressure (asd): q=0.00256(0.85)(1.0)(0.85)(170*yb.6)2] =32.07 psf
Width of Pressure Coefficient: 0.1(15') = 1.5'
0.4(8') = 3.2' } use: 3'0"
Effective Wind Area: <10ft2
For parapet height three feet(3') or larger, zone three (3) shall be treated as zone two (2).
External Pressure Coefficient: Internal Pressure Coefficient:
1) GCP1 = -1.0 1) GCPi = 0.18
2) GCP2 = -1.8
3) GCP3 = -2.8
e- =U
Quality 4, A��✓lssnrance
��
• Page 2,7/09/15,Job Order#15-2240
All Area Roofing FILOIVPA
Mike Purcell Residence-Flat Wood Roof Deck
3711 Promenade Way;Fort Pierce,FL:
Design Pressures Based on Vasd:
1) Field P1 = 32.07*[(-1.0)—(0.18)] =-37.8 psf
2) Perimeter P2 = 32.07*[(-1.8)—(0.18)] =-63.5 psf
3) Corners P3 = 32.07*[(-2.8)—(0.18)] =-95.6 psf
Attachment Requirements Per RAS-117:
Based on the requirements of N.O.A. #14-0224.03, System Type E(1),pg 12 of 16, with a
maximum design pressure of -52.5psf; the following are our recommended fastening
patterns to attach the proposed base sheet to the wood (non-insulated) deck utilizing
approved 11 ga. annular ring shank nails and approved tin caps:
Field: 8" o.c. @ 4" laps and 3 staggered rows 8" o.c.
Perimeter: 8" o.c. @ 4" laps and 4 staggered rows 8" o.c.
Corners: 6" o.c. @ 4" laps and 5 staggered rows 6" o.c.
Notes: Corners and perimeter area dimension shall not be less than a=3'0"
Contractor to verify that the fastening patterns meet manufacturer's
requirements for issuance of a warranty(as applicable).
All work shall be in compliance with the local building code product
control notice of acceptance and manufacturer specifications and Florida
Building Code 2010 Edition.
Wind load calculations based on ASCE 7-10, FBC 2010 and information
provided by client.
All work shall be inspected by our field engineer (or authorized
representative) or a building department inspector to verify compliance
with specifications.
Sincerely,
Reza J vidan, P.E.
Florida Engineering&Testing, Inc.
Florida Reg.No. 60223
Certificate of Authorization No. 6923
MIAMI•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(78 6)31525-99
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Lrov/economy
CertainTeed Corporation
1400 Union Meeting Road,P.O. Box 1100
Blue Bell,PA 19422-0761
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: CertainTeed Modified Bitumen Roofing Systems over Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following
statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA#13-0204.03 and consists of pages 1 through 16.
The submitted documentation was reviewed by Alex Tigera.
q
NOA No.: 14-0224.03
MIAMI•DAD;couNTY Expiration Date: 06/19/18
n Approval Date: 04/10/14
a �iC Page 1 of 16
b
ROOFING SYSTEM APPROVAL
Category: Roofing
Sub-Category: Modified Bitumen
Material: APP/SBS
Deck Type: Wood
Maximum Design Pressure: -60 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
All Weather/Empire Base 36" x 65'l 0"; ASTM D 4601 Type Asphalt coated, fiberglass reinforced
Sheet Roll weight: 86 lbs. II base sheet
(2 squares) UL Type 15
Flex-I-G1aSTM Base Sheet 36" x 98'9"; Roll ASTM D 4601,Type Modified Bitumen coated fiberglass
weight: 90 lbs. II base sheet.
(3 squares) UL Type G2
Flex-I-G1asTM FR Base Sheet 393/8" x 50; Roll ASTM D 6163, Modified Bitumen coated fiberglass
weight: 90 lbs. Grade S,Type I base sheet.
(1.5 squares)
Flintglas®Ply Sheet Type IV 36" x 164'7'; Roll ASTM D 2178 Type Fiberglass,asphalt impregnated ply
or VI weight: 40/55 lbs. IV or VI sheet.
(5 squares) UL Type G1
Flintlastic STA 39 3/8" x 33; Roll ASTM D 6222, Smooth surfaced APP Modified
weight: 90 lbs. Grade S, Type II Bitumen membrane with non-woven
(1 square) polyester mat reinforcement for torch
application.
Flintlastic GTA,GTA-FR 393/8,, x 33'3"; Roll ASTM D 6222, Granule surfaced APP Modified
weight: 105 lbs. Grade G,Type II Bitumen membrane with non-woven
(1 square) polyester mat reinforcement for torch
application.
Flintlastic GMS, 39 3/8" x 34' 2"; Roll ASTM D 6164, Granule surfaced SBS Modified
GMS Premium weight: 100/105 lbs. Grade G, Type II Bitumen membrane with non-woven
(I square) polyester mat reinforcement for mop
application.
Flintlastic FR, 39 3/8" x 34'2"; Roll ASTM D 6164, Fire resistant, granule surfaced SBS.
FR-P Premium weight: 105 lbs. Grade G, Type I Modified Bitumen Membrane with
(I square) non-woven polyester mat
reinforcement for mop application.
Flintlastic FR Cap Sheet 393/8" x 34'2"; Roll ASTM D 6163, Fire resistant,granule surfaced SBS
weight: 90 lbs. Grade G, Type I Modified Bitumen membrane with
(1 square) fiberglass mat reinforcement for mop
applications.
NOA No.: 14-0224.03
MIAMI•DAD;courier Expiration Date: 06/19/18
Approval Date: 04/.10/14
Page 2 of 16
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
Flintlastic FR Cap T 39-3/8"x 34'2"; Roll ASTM D6163 Granule surfaced SBS Modified
weight: 81tbs. Bitumen membrane with fiberglass
(1 square) mat reinforcement for torch
application.
Flintlastic FR Base T 39-3/8"x 33'; Roll ASTM D6163 Modified Bitumen, coated fiberglass
Weight: 81tbs. base sheet for torch application.
(1.0 squares)
Flintlastic FR Cap CoolStar 39 3/8" x 34'2"; Roll ASTM D 6163 Fire resistant,granule surfaced SBS
weight: 90 lbs. Modified Bitumen membrane with
(1 square) fiberglass mat reinforcement for mop
applications. Covered with reflective
CoolStar Coating.
Flintlastic FR Cap T CoolStar 393/8" x 34' 2"; Roll ASTM D 6163 Fire resistant, granule surfaced SBS
weight: 90 lbs. Modified Bitumen membrane with
(1 square) fiberglass mat reinforcement for mop
applications. Covered with reflective
CoolStar Coating.
Flintlastic GTA,GTA-FR 39 3/8" x 33' 3"; Roll ASTM D 6222 Granule surfaced APP Modified
CoolStar weight: 105 lbs. Bitumen membrane with non-woven
(1 square) polyester mat reinforcement for torch
application. Covered with reflective
CoolStar Coating.
Flintlastic GMS/GMS 39 3/8" x 34'2"; Roll ASTM D 6164 Granule surfaced SBS Modified
Premium CoolStar weight: 100/105 lbs. Bitumen membrane with non-woven
(1 square) polyester mat reinforcement for mop
application. Covered with reflective
CoolStar Coating.
Flintlastic FR-P/FR-P Premium 39 3/8" x 34'2";Roll ASTM D 6164 Fire resistant,granule surfaced SBS
CoolStar weight: 105 lbs. Modified Bitumen Membrane with
(1 square) non-woven polyester mat
reinforcement for mop application.
Covered with reflective CoolStar
Coating. Covered with reflective
CoolStar Coating.
Ultra Poly SMS 36"x 64'4" ASTM D 6164, Smooth surfaced SBS Modified
(2 squares) Grade S, Type I Bitumen Membrane with non-woven
polyester mat reinforcement for mop
applications.
NOA No.: 14-0224.03
CDADE couNTY Expiration Date: 06/19/1.8
Approval Date: 04/10/14
Page 3 of 16
GlasBaseTM Base Sheet 36" x 98'9"; Roll ASTM D 4601 Asphalt coated, fiberglass base sheet.
weight: 69 lbs. UL Type G2
,(3 squares)
PolySMS Base Sheet 39 3/8" x 64'4"; Roll ASTM D 4601, Modified Bitumen coated polyester
weight: 90 lbs. Grade S, Type II base sheet.
(2 squares) UL Type G2
Yosemite® Buffer Base Sheet 36" x 32'10"; Roll ASTM D 3909 Mineral Surfaced fiberglass reinforced
weight: 901bs. ASTM D 4897 buffer sheet.
(1 square) UL Type 30
Black DiamondTm Base Sheet 36" x 68'7"; Roll ASTM D 1970 Self-adhering fiberglass reinforced
weight: 78 lbs. modified bitumen base sheet
(2 squares)
APPROVED INSULATIONS:
TABLE 2
Product Name Product Description Manufacturer
(With Current NOA)
FlintBoard ISO Polyisocyanurate foam insulation CertainTeed Corporation
ACFoam-II Polyisocyanurate foam insulation Atlas Roofing Corporation
High Density Wood Fiberboard Wood fiber insulation board Generic
Perlite Insulation Perlite insulation board Generic
DensDeck, DensDeck Prime Water resistant gypsum board Georgia Pacific Gypsum LLC
H-Shield Polyisocyanurate foam insulation Hunter Panels LLC
ENRGY 3, ENRGY 3 25 PSI Polyisocyanurate foam insulation Johns Manville Corp.
Multi-Max FA-3 Polyisocyanurate foam insulation RMax Operating,LLC
APPROVED FASTENERS:
TABLE 3
Fastener Product Product Manufacturer
Number Name Description Dimensions (With Current NOA)
1. None N/A None N/A
NOA No.: 14-0224.03
MIAMI•DAD;COUNTY Expiration Date: 06/]9/18
LIUMApproval Date: 04/10/14
Page 4 of 16
EVIDENCE SUBMITTED:
Test Agency/Identifier Name Report Date
Factory Mutual Research Corp. FMRC 4470 J.I. 3Y8ALAM 03/23/96
FMRC 4470 J.I. OD3A3.AM 04/04/97
FMRC 4470 J.I. 2DOAO.AM 12/23/98
FMRC 4470 J.I. 1D7A4.AM 11/09/98
Underwriters Laboratories, Inc. UL 790 RI 1656 01/11/13
United States Testing Company ASTM D 5147 97457-4 06/03/88
ASTM D 5147 97-457-2R 12/02/87
Momentum Technologies, Inc. ASTM D 4601 AX31G81) 09/05/08
ASTM D6164 AX31 G8F 06/05/09
ASTM D6222 AX31G8G 06/05/09
ASTM D 3909/D 4897 AX31G8C 09/05/08
TrinitylERD TAS 114(J) 93504.06.01-1 06/05/01
TAS 117 (B) 3503.10.06 10/10/06
TAS 117 (B) 06490.04.07-R1 06/27/07
TAS 114 (H) Letter 04/05/06
TAS 114 3533.01.06 01/06/06
TAS 114 3521.07.04 07/29/04
TAS 117 (B)/ASTM D 6862 C8500SC.11.07 11/30/07
TAS 114 C8370.08.08 08/19/08
ASTM Physical Properties C10080.09.08-R4 03/25/10
ASTM D6164/134798 C31410.01.11-2 01/10/11
ASTM D4601 C40050.09.12-1 09/28/12
ASTM D1970 C40050.09.12-2 09/28/12
ASTM D5147/D4798 C31410.10.10-R1 11/01/12
ASTM 135147/134798 C31410.01.11-1-R1 11/01/12
ASTM D4798 C31410.01.11-2A-RI 02/21/13
ASTM D4798 C31410.12.13 12/05/13
ASTM D6222 C40050.12.13 12/05/13
PRI Construction Materials ASTM D6163 CTC-032-02-01 01/22/08
Technologies LLC ASTM D6163 CTC-066-02-01 08/09/11
ASTM D6164 CTC-068-02-01 08/09/11
ASTM D6222 CTC-070-02-01 08/09/11
ASTM D6164/D4798 CTC-093-02-01 08/09/11
ASTM D2178 CTC-122-02-01 03/13/12
ASTM D2178 CTC-123-02-01 03/13/12
ASTM D4601 CTC-127-02-01 03/13/12
ASTM D6163 CTC-128-02-01 06/11/12
ASTM D6163 CTC-129-02-01 06/11/12
ASTM D6164 CTC-132-02-01' 06/11/12
ASTM D6164 CTC-162-02-01 05/09/13
ASTM D6164 CTC-161-02-01 05/09/13
ASTM D6162 CTC-183-02-01 10/02/13
ASTM D6164 CTC-190-02-01 12/02/13
NOA No.: 14-0224.03
QMIAMMI-DMADECM0 Expiration Date: 06/19/18
Approval Date: 04/10/14
Page 5 of 16
Membrane Type: APP Modified
Deck Type 1I: Wood,Non-Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type E(1): Base sheet mechanically fastened.
All General and System Limitations apply.
Base Sheet: One ply of All Weather/Empire Base Sheet, Glas Base or Flintglas Premium Ply Sheet(Type
VI) mechanically attached as detailed below.
Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin
caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c.
Ply Sheet: (Optional)One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas Base, F lex-I Glas
Base, Flex-1 Glas FR Base or Poly SMS or one or more plies of Flintglas Ply Sheet(Type IV)or
Flintglas Premium Ply Sheet(Type VI)adhered in a full mopping of approved asphalt applied
within the EVT range and at a rate of 20-40 lbs./sq. or one ply of Black Diamond Base Sheet
self-adhered or Flintlastic STA torch adhered.
Membrane: Flintlastic TTA, Flintlastic GTA CoolStar,Flintlastic GTA-FR or GTA-FR CoolStar torch
adhered to base/ply sheet.
Surfacing: (Optional) Any coating, listed below, used as a surfacing, must be listed within a current NOA.
Install one of the following:
1. 400-1b./sq. gravel or 300-1b./sq. slag in a flood coat of approved mopping asphalt at an
application rate of 60 lb./sq.
2. Karnak(#97 AF)Fibrated Aluminum Roof Coating, F1intCoat A-150,APOC #212 .
Fibrated Aluminum Roof Coating at an application rate of 1 '/2 gal./sq
Maximum Design
Pressure: -52.5 psf. (See General Limitation#7)
NOA No.: 14-0224.03
MIAMI-DAD,COUNTY Expiration Date: 06/19/18
Approval Date: 04/10/14
Page 12 of 16
WOOD DECK SYSTEM LIMITATIONS:
1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control
Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations
when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot
mopping with approved asphalt, 1"2" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at
each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf., as
tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below
275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maximum design value listed within a specific system. Should
the fastener resistance be less than that required, as determined by the Building Official,a revised fastener spacing,
prepared, signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value
taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application
Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing
Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional
Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred
within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile,and/or flashing termination designs shall conform to
Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,
perimeters,and corners).Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones(i.e. perimeters, extended corners and corners). (When this limitation is specifically
referred within this NOA, General Limitation #7 will not be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 14-0224.03
MIAMI•DAD;COUNTY Expiration Date: 06/19/18
Approval Date: 04/10/14
Page 16 of 16
_ 0
f "
RECEIVED JUL 0 7 1015
MIAMI, MIAMI-DADE COUNTY
0 PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.mianlidade.gov/pera
Owens Corning Roofing and Asphalt,LLC
One Owens Corning Parkway
Toledo, OH 43659
SCOPE:
This NOA is being issued under the applicable rules and re at g the use of construction materials. The
documentation submitted has been reviewed and acc b i -Irmn
e County PERA-Product Control Section to
be used in Miami Dade County and other areas wher v the hority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section
(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or
suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this
acceptance, if it is determined by Mialni-Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Duration®,Duration®Premium,TruDefinition®Duration®,and TruDefinition®Duration®
Designer Colors Collection
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This revises NOA# 11-0919.05 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0309.01
M F.1192;COUNTY JVJ Expiration Date: 07/19/16
Approval Date:07/19/12
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Category: Asphalt Shingles
Materials Laminate
Deck Type: Wood
SCOPE
This approves a roofing system using Owens Corning Duration®and Duration®Premium asphalt shingles
manufactured by Owens Corning as described in Section 2 of his Notice of Acceptance.
PRODUCT DESCRIPTION
Product Dimensions Test Product Description
Specifications
Duration® 13 '/4' x 39 3/8" TAS 110 A heavy weight, fiberglass reinforced four tab
Manufacturing asphalt shingle with continuous bead of
Locations#1,2 sealant.
Duration®Premium; 13 '/4"x 393/8" TAS 110 A heavy weight, fiberglass reinforced four tab
TruDefinition®Duration®; asphalt shingle with large nail area with
TruDefinition®Duration® continuous bead of sealant.
Designer Colors Collection
Manufacturing
Location#1,2,3,4
Duration® 13 '/4" x 393/8" TAS 110 A heavy weight, fiberglass reinforced four tab
Manufacturing asphalt shingle with dashed bead of sealant.
Location#1,2,3
Duration®Premium; 13 '/4"x 393/8" TAS 110 A heavy weight,fiberglass reinforced four tab
TruDefinition®Duration®; asphalt shingle with dashed bead of sealant.
TruDefinition®Duration®
Designer Colors Collection
Manufacturing
Location#1,2,3,4
MANUFACTURING LOCATION
1. Jacksonville,FL
2. Memphis,TN
3. Savannah, GA
4. Irving,TX
NOA No.: 12-0309.01
MIAMI-DAD,COUNTY Expiration Date: 07/19/16
Approval Date:07/19/12
Page 2 of 6
EVIDENCE SUBMITTED
Test Agency Test Identifier Test Name/Report Date
PRI Asphalt Technologies,Inc. OCF-157-02-01 TAS 100 10/26/10
OCF-102-02-01 TAS 100 11/12/07
OCF-156-02-01 TAS 100 10/26/10
OCF-163-02-01 TAS 100 12/10/10
OCF-164-02-01 TAS 100 12/10/10
OCF-098-02-01 TAS 100 02/22/07
OCF-099-02-01 TAS 100 02/26/07
OCF-102-02-01 TAS 100 11/12/07
OCF-172-02-01 TAS 100 05/26/11
OCF-179-02-01 TAS 100 02/02/12
Underwriters Laboratories,Inc. 07CA39536 TAS 107 11/11/07
03NK04954 TAS 107 03/28/03
03NK04954 TAS 107 03/11/03
IONK13947 TAS 107 11/12/10
11CA15662 TAS 107 05/27/11
11NB21712 TAS 107 02/18/12
07CA02026 ASTM D 3462 01/26/07
12CA12180 ASTM D 3462 03/01/12
LIMITATIONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. Shall not be installed on roof mean heights in excess of 33 ft.
3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9N-3 of the Florida Administrative Code.
INSTALLATION
1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115.
2. Flashing shall be in accordance with Roofing Application Standard RAS 115
3. The manufacturer shall provide clearly written application instructions.
4.- Exposure and course layout shall be in compliance with Detail'A', attached.
5. Nailing shall be in compliance with Detail'B',attached.
LABELING
1. Shingles shall be labeled with the Miami-Dade Seal as seen below, or the wording"Miami-Dade County
Product Control Approved".
C[AMI-DAM919
DE COUNTY
•
NOA No.: 12-0309.01
MIAMI-DAD,COUNTY Expiration Date: 07/19/16
Approval Date:07/19/12
Page 3 of 6
BUILDING PERMIT REQUIREMENTS
1. Application for building permit shall be accompanied by copies of the following:
1.1 This Notice of Acceptance.
1.2 Any other documents required by the Building Official or the applicable code in order to properly
evaluate the installation of this system.
DETAIL A
DGE OF ROOF
13" THIRD COURSE
i
i
621 SECOND COURSE
ME
ME
i
i
FIRST COURSEIN r////A M M M
NOA No.: 12-0309.01
MIAMI•DAD;COUNTY Expiration Date: 07/19/16
Approval Date:07/19/12
Page 4 of 6
DETAIL B
DURATION&TRUDEFINITION®DURATION®
(SEALANT MAY BE CONTINUOUS OR DASHED.NOT SHOWN IN THE DETAIL DRAWINGS)
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NOA No.: 12-0309.01
MIAMI•DADECOUNTY Expiration Date: 07/19/16
Approval Date:07/19/12
Page 5 of 6
Fpm do 61 cbvm
SUIRWO42stani weadth
Arm d#da vas rr + r
I
MAXIMUM SLOPE 21:12
6 Nab -- - l<4sas�rt�ir�tilals�5
P•atbai r3de�,dssws
�� i tp� tttt5
Esqumm
9
xi gg
h �lEacarI�ill 6. Ensure
SLOPE GREATER THAN 21:12
END OF THIS ACCEPTANCE
NOA No.: 12-0309.01
MIAMI-DAD;COUNTY Expiration Date: 07/19/16
Approval Date:07/19/12
Page 6 of 6
Y
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
UNIT #13 OTRINITYIERD 353 CHRISTIANOXFORDSTREET,
CT 16478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Tarco Roofing Ev luation Report 10880.07.08-R4
One Information Way, Suite 225 FL10450-R4
Little Rock, AR 72202 Date of Issuance: 07/11/200.8
CO Revision 4: 02/25/2013
SCOPE:
This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing
the use of construction materials in the State of Florida. The documentation submitted has been
reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and
Florida Building Code, Residential Volume. The products described herein have been designed to
comply with the 2010 Florida Building Code sections noted herein.
DESCRIPTION: Tarco Roof Underlayments
LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality
Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)
changes, the referenced Quality Assurance documentation changes, or provisions of the Code that
relate to the product change. Acceptance of this Evaluation Report by the named client constitutes
agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality
Assurance documentation changes. 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)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 9.
Prepared by:
_ Sir
:C= The facsimile seal appearing was authorized
„n;� OFr fy by Robert Nieminen,P.E.on 02/25/2013
O This does not serve as an electronically signed
Robert J.M. Nieminen, P.E.
k F' ::,,�j.,•, document. Signed,sealed hardco ies have been
'!surplaVti�ai: transmitted to the Product Approval Administrator and
Florida Registration No. 59166, Florida DCA ANE1983 ': e�""""" 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 IERD 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.
QOTRINITYIERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Tarco, 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
1507.2.3, 1507.3.3, 1507.5.3, Physical Properties ASTM D226 2006
1507.7.3, 1507.8.3, 1507.9.3
1507.2.4, 1507.2.9.2, 1507.3.3, Physical Properties ASTM D1970 2001
1507.5.3
1507.2.9.2 Physical Properties ASTM D3909 1997
1507.2.3, 1507.5.3, 1507.7.3, Physical Properties ASTM D4869 2005
1507.8.3, 1507.9.3
1507.11.2 Physical Properties ASTM D6164 2005
1507.3.3 Physical Properties ASTM D6380 2003
1504.3.1 Wind Uplift FM 4474 2004
1507.3.3 Installation Practice FRSA/TRI 07320 2005
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) ASTM D6164 T6470.08.07-R1 08/30/2007
ERD(TST6049) FM 4474 T6460.06.07-111 10/09/2007
ERD(TST6049) ASTM D1970 T30160.08.09 08/14/2009
ERD (TST6049) TAS 103 T33190.08.10 08/06/2010
ERD (TST6049) ASTM D1970 T32530.08.10 08/17/2010
ERD (TST6049) FM 4474 T37610.07.11 06/29/2011
ERD(TST6049) ASTM D3909 T40780.04.12 04/06/2012
ERD (TST6049) ASTM D6380 T40790.04.12 04/06/2012
ERD (TST6049) TAS 103 T35410.04.12 04/18/2012
PRI(TST5878) ASTM D1970 BRY-018-02-01 08/11/2003
PRI (TST5878) ASTM D1970 BRY-017-02-01 08/11/2003
PRI (TST5878) ASTM D226 TOT-014-02-02 05/18/2004
PRI(TST5878) ASTM D4869 TOT-013-02-01 05/20/2004
PRI(TST5878) ASTM D226 TOT-015-02-02 05/24/2004
PRI (TST5878) ASTM D6380 TOT-029-02-01 07/05/2005
PRI(TST5878) ASTM D4869 TOT-09-02-01 09/14/2004
PRI(TST5878) ASTM D226 TOT-041-02-01 05/24/2006
Miami-Dade(CER1592) FBC HVHZ Certification 08-0229.04 10/02/2008
UL, LLC. (QUA9625) Quality Assurance Service Confirmation Exp. 12/08/2014
4. PRODUCT DESCRIPTION:
4.1 Self-Adherina Underlavments:
4.1.1 LeakBarrier° Fast900 Self-adhering Tile Underlayment is an asphalt-saturated organic felt
coated on both sides with asphalt and surfaced on the top side with mineral granules and on the
underside with a self-adhering compound and release film.
4.1.2 LeakBarrier° MS300 Ice and Water Armor is a self-adhering, glass mat reinforced, mineral
surfaced, SBS modified roof underlayment.
4.1.3' LeakBarrier° PS20OHT Ice and Water Armor is a self-adhering, glass mat reinforced, fabric
surfaced, SBS modified roof underlayment.
Exterior Research and Design, LLC. Evaluation Report 10880.07.08-R4
Certificate of Authorization#9503 FL10450-114
Revision 4: 02/25/2013
Page 2 of 9
Q0TRINITYIERD
4.1.4 LeakBarrier° PS200mu Ice and Water Armor is a self-adhering, glass mat reinforced,
smooth poly film surfaced, SBS modified roof underlayment.
4.1.5 LeakBarrier° NR500"T is a self-adhering, plastic film surfaced, modified underlayment.
4.1.6 LeakBarrier° SS400 Ice and Water Armor is a self-adhering, fiberglass reinforced, smooth
surfaced modified underlayment.
4.2 Mechanically Fastened Underlavments:
4.2.1 Tarco 15 is an ASTM D226 Type I, 15 Ib asphalt-saturated organic felt
4.2.2 Tarco 30 is an ASTM D226 Type II, 30 Ib asphalt-saturated organic felt
4.2.3 Tarco NO 15 is an ASTM D4869 Type I asphalt-saturated organic felt
4.2.4 Tarco NO 30 is an ASTM D4869 Type II asphalt-saturated organic felt
4.2.5 LeakBarrier° EasyLay° is an asphalt-coated polyester fabric roof underlayment.
4.3 Mechanically Fastened and/or Bonded Underlavments:
4.3.1 Fiberglass Mineral Surfaced Roll Roofing is an ASTM D3909, glass-fiber-reinforced, asphalt-
coated, granule surfaced underlayment used as a valley liner.
4.3.2 ASTM Organic Mineral Surface Tile Underlayment is an ASTM D6380, Class M asphalt-
saturated organic roll roofing sheet.
4.3.3 LeakBarrier° EasyMopTM SBS is a polyester reinforced, SBS modified bitumen roofing
underlayment.
S. LIMITATIONS:
5.1 This Evaluation Report is not for use in the HVHZ.
5.2 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing
Materials Directory for fire ratings of this product.
5.3 Tarco Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made
to the AH] for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.4 Allowable roof covers applied atop Tarco underlayments are follows:
Underlayment Asphalt Nail-On Tile Foam-On Metal Wood Shakes Slate
Shingles Tile &Shingles
LeakBarrier Fast90 Yes Yes Yes No Yes Yes
See 5.4.2
LeakBarrier MS300 Yes No No No Yes Yes
LeakBarrier PS200"T Yes Yes Yes Yes Yes Yes
See 5.4.2
LeakBarrier PS200Mu Yes No No Yes Yes Yes
Yes
LeakBarrier NR500"T Yes No No (No copper or Yes Yes
zinc)
LeakBarrier SS400 Yes No No No Yes Yes
LeakBarrier EasyLay Yes Yes No Yes Yes Yes
Tarco 15 Yes No No Yes Yes No
Tarco 30 Yes Yes No Yes Yes Yes
Tarco NO 15 Yes No No Yes Yes Yes
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Underlayment Asphalt Nail-On Tile Foam-On Metal Wood Shakes Slate
Shingles Tile &Shingles
Tarco NO 30 Yes No No Yes Yes Yes
Fiberglass Mineral
Surfaced Roll Yes—Valley Liner per 1507.2.9.2, Section 2
Roofing
ASTM Organic Yes
Mineral Surface Tile Yes Yes No Yes Yes
Underlayment See 5.4.2
LeakBarrier EasyMop Yes Yes Yes No Yes Yes
SBS See 5.4.2
5.4.1 Tarco 15, Tarco 30, Tarco NO 15, Tarco NO 30 and EasyLay may be used as a mechanically
attached base layer followed by a LeakBarrier self-adhering top layer or asphalt-applied ASTM
Organic Mineral Surface Tile Underlayment or LeakBarrier EasyMop SBS with allowable roof
covers noted above for the respective LeakBarrier@ self-adhering underlayments.
5.4.2 "Foam-On Tile" is limited to use of Polyfoam PolyPro AH160 applications unless tensile
adhesion / long term aging data from an accredited testing laboratory is provided.
5.5 Allowable substrates are noted below:
.5.5.1 LeakBarrier Self-Adhering Direct-Bond to Deck:
New untreated plywood;
➢ ASTM D41 primed new untreated plywood;
➢ Existing plywood;
ASTM D41 primed existing plywood;
Structural concrete
ASTM D41 primed structural concrete.
Note: Tarco does not require priming of new or existing plywood sheathing. New or existing
plywood sheathing should be cleaned of all dirt and debris prior to application of LeakBarrier
membranes.
ASTM Organic Mineral Surface Tile Underlayment or LeakBarrier EasyMop SBS Direct-Bond to
Deck:
➢ ASTM D41 primed structural concrete.
5.5.2 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI 07320
does not address wind uplift resistance of direct-deck, adhered underlayment systems
beneath foam-on tile systems,,where the bonded underlayment forms part of the load-path.
The following wind uplift limitations apply to direct-deck, adhered LeakBarrier underlayment
systems. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads. Refer to FBC 1609.1.5 for determination of design pressures.
5.5.2.1 Maximum Design Pressure = -217.5 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: (Optional) ASTM D41
Underlayment: LeakBarrier PS200"T, self-adhered.
5.5.2.2 Maximum Design Pressure = -75.0 psf.
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ,
but not less than max. 24-inch spans with 8d ring shank nails spaced 6-inch
O.C.
Primer: (Optional) ASTM D41
Underlayment: LeakBarrier PS200"T, self-adhered.
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5.5.3 Bond to Mechanically Attached Base Underlayment:
➢ LeakBarrier self-adhered to: ASTM D226, Type I or II felt; ASTM D4869 felt; LeakBarrier
EasyLay.
➢ ASTM Organic Mineral Surface Tile Underlayment or LeakBarrier EasyMop SBS in hot
asphalt to: ASTM D226, Type I or II felt; ASTM D2626 felt or ASTM D4601, Type II base
sheet.
For installations under mechanically attached prepared roof coverings, base layer shall be
attached per minimum codified requirements. For installations under foam-on tile systems,
base layer shall be attached per minimum requirements of FRSA/TRI 07320/8-05 or RAS 120.
5.5.4 LeakBarrier Self-Adhering Bond to Other Substrate Types:
ASTM D41 primed metal (flashing metal, valley metal, etc.)
5.6 Exposure Limitations:
5.6.1 LeakBarrier EasyLay, FAST 90, ASTM Organic Mineral Surface Tile Underlayment and
LeakBarrier EasyMop SBS shall not be left exposed for longer than 180-days after installation.
5.6.2 LeakBarrier PS200HT shall not be left exposed for longer than 120-days after installation.
5.6.3 LeakBarrier MS300, NR500"T, PS200Mu or SS400 shall not be left exposed for longer than 30-
days after installation.
5.6.4 Tarco 15, Tarco NO 15, Tarco 30 and Tarco NO 30 shall be covered as soon as possible after
installation; exposure for more than 24 hours after installation could adversely affect
performance.
5.7 For the roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth
Edition, use is limited to the following. Reference is made to the FRSA/TRI Technical Brief
titled "Florida High Wind Roof Tile Self-Adhered Underlayment Requirements as of
02/14/2011"for limitations for self-adhering underlayments used beneath tile roof systems.
Table 2:Tile System Options per FRSA/TRI 07320 6-05
System Underlay Section Reference Product(s)
Option
1 3.02A 90#Organic Cap Sheet or Modified ASTM Organic Mineral Surface Tile Underlayment
Cap Sheet or LeakBarrier EasyMop SBS
Base Layer:Tarco 30
System One: 2 3.02B No.30/90#Organic or Modified Cap Top Layer:ASTM Organic Mineral Surface Tile
Mechanically Underlayment or LeakBarrier EasyMop SBS
Fastened Tile, Base Layer:Tarco 30
Unsealed or 3 3.02C No.30/90#Organic or Modified Cap Top Layer:ASTM Organic Mineral Surface Tile
Sealed Underlayment or LeakBarrier EasyMop SBS
Underlayment 4 3.02D No.30 Tarco 30 or EasyLay
System 5 3.02E Self-Adhered Underlayment Fast 90 or PS20011T
6 3.02E No.30/Self-Adhered Underlayment Base Layer: Tarco 30 or EasyLay
Top Layer: Fast 90 or PS200
1 3.02A 90#Organic Cap Sheet or Modified ASTM Organic Mineral Surface Tile Underlayment
Cap Sheet or LeakBarrier EasyMop SBS
Base Layer:Tarco 30
System Two: 2 3.028 No.30/90#Organic or Modified Cap Top Layer:ASTM Organic Mineral Surface Tile
Mechanically Underlayment or LeakBarrier EasyMop SBS
Fastened Tile, Base Layer:Tarco 30
Sealed 3 3.02C No.30/90#Organic or Modified Cap Top Layer:ASTM Organic Mineral Surface Tile
Underlayment Underlayment or LeakBarrier EasyMop SBS
System 4 3.02D Self-Adhered Underlayment Fast 90 or PS20OMT
Base Layer: Tarco 30 or EasyLay
5 3.02E No.30/Self-Adhered Underlayment
Top Layer: Fast 90 or PS200
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Table 2(continued):Tile System Options per FRSA/TRI 07320/8-OS
System Underlay Section Reference Product(s)
Option
System Three: Base Layer:Tarco 30
Mortar Set 1 3.02A No.30/90#Organic or Modified Cap Top Layer:ASTM Organic Mineral Surface Tile
Underlayment or LeakBarrier EasyMop SBS
90#Organic Cap Sheet or Modified ASTM Organic Mineral Surface Tile Un derlayment
System Four 1 3.02A Cap Sheet or LeakBarrier EasyMop SBS
..A... Base Layer:Tarco 30
Adhesive-Set 2 3.02B No.30/90#Organic or Modified Cap Top Layer:ASTM Organic Mineral Surface Tile
Tile,Unsealed or Underlayment or LeakBarrier EasyMop SBS
Sealed
Underlayment 4 3.02D Self-Adhered Underlayment Fast 90 or PS200HT
System 5 3.02E No.30/Self-Adhered Underlayment Base Layer: Tarco 30 or EasyLay
Top Layer: Fast 90 or PS200"T
System Four Base Layer:Tarco 30
..B": 1 3.02A No.30/90#Organic or Modified Cap Top Layer:ASTM Organic Mineral Surface Tile
Adhesive-Set Underlayment or LeakBarrier EasyMop SBS
Tile,Sealed 3 3.02C Self-Adhered Underlayment Fast 90 or PS200"T
Underlayment Base Layer: Tarco 30 or EasyLay
System 4 3.02D No.30/Self-Adhered Underlayment w
Top Layer: Fast 90 or PS200
6. INSTALLATION:
6.1 Tarco Roof Underlayments shall be installed in accordance with Tarco 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 primed the
substrate (if applicable).
6.3 LeakBarrier@ Fast90@ Self-Adhering Tile Underlayment:
6.3.1 EasyLay shall be installed in compliance with the requirements for 90# felt underlayment
(except the product is self-adhered) in FBC Sections 1507 for the type of prepared roof
covering to be installed.
6.3.2 For use in non-tile applications:
6.3.2.1 Cut the Fast90 roll into 12' to 16' sections for workability and allow to relax prior to
application.
6.3.2.2 Chalk a plumb line 36" from all outside perimeters; then chalk plumb lines 32" apart,
upslope to the ridge line.
6.3.2.3 Membrane Application:
Place a full width piece of Fast90 on the prepared substrate, parallel to the eave edge of
the roof, with the selvedge edge positioned upslope and in-line with the 1St chalk line.
Fold back half the sheet and remove the exposed release film, taking care not to displace
the membrane
Working from the centerline out, roll the membrane onto the substrate, taking care to
avoid wrinkles and ridges, and repeat for the other half of the sheet.
Remove selvage release film, if present, and install capped or tin tagged nails 6" o.c. in
the center of the selvedge edge.
Install the subsequent sheets in the same manner, with upslope selvedge edges in-line
with chalk lines, with 4"side laps and 8"end laps.
Seal all 8" end laps 1/16" thick application of asphalt plastic cement and stagger all end
laps minimum 36".
➢ Roll the entire surface with a weighted roller, paying particular attention to side laps, end
laps and eave/ rake areas to ensure a complete bond.
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6.3.4 For use in tile applications, reference is made to FRSA/TRI 07320/8-05 Installation Manual,
Fourth Edition, and Table 2 herein, using the instructions noted above as a guideline.
6.3.4.1 Wait a minimum of 24 hours prior to loading roof tiles.
6.3.4.2 All tiles shall be staged four tiles perpendicular to slope, six tiles on top, parallel to slope;
not to exceed 10 tiles total to a maximum roof pitch of 5:12 for flat tiles and 6:12 for
lugged tiles. If tiles are to be left in a staged condition for more than 30 days, tiles shall be
staged two tiles perpendicular to slope, four tiles on top, parallel to slope; not to exceed 6
tiles total to a maximum roof pitch of 5:12 for flat tiles and 6:12 for lugged tiles.
6.3.4.3 At roof pitch in excess of those noted above, the tiles shall be staged behind a nominal 1 x 2
horizontal batten.
6.4 LeakBarrier0 MS300, PS200"T, PS200mu, NR500"T or SS400 Ice and Water Armor:
6.4.1 MS 300, PS200"T, PS200mu, NR500"T or SS400 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.
6.4.2 For use in non-tile applications:
6.4.2.1 Cut MS 300, PS200 "T, PS200mu, NR500"T or SS400 to manageable sections and allow to
relax prior to application.
6.4.2.3 Membrane Application:
Place a full width piece on the prepared substrate, aligned parallel to the eave edge and
extend approximately 3/8" over the eave and rake with the selvedge edge positioned
upslope.
Fold back the upslope half of the sheet and remove the exposed release film, taking care
not to displace the membrane
Working from the centerline out, roll the membrane onto the substrate, taking care to
avoid wrinkles and ridges
➢ Apply a 1/16" thick layer of asphalt plastic cement over the eave and rake metal,
extending 2"to 3"onto the deck surface.
Fold back the downslope half of the sheet, remove the release film and roll the
membrane onto the substrate from the centerline out.
Seal all 6" end laps with a 1/16" thick application of asphalt plastic cement and stagger
all end laps minimum 36".
Remove selvage release film, if present, and install second and subsequent courses in a
similar manner.
Install capped or tin-tagged nails 6"o.c. along the centerline of the laps.
At all T-joints, where an end-lap and the next overlapping course intersect, apply a bead
of roofing laps cement before the overlapping course is laid.
Roll the entire surface with a weighted roller, paying particular attention to side laps, end
laps and eave/ rake areas to ensure a complete bond.
6.4.4 For use in the applications (PS200"T only), reference is made to FRSA/TRI 07320/8-05
Installation Manual, Fourth Edition, and Table 2 herein, using the instructions noted above
as a guideline.
6.4.4.1 Wait a minimum of 24 hours prior to loading roof tiles.
6.4.4.2 All tiles shall be staged four tiles perpendicular to slope, six tiles on top, parallel to slope;
not to exceed 10 tiles total to a maximum roof pitch of 5:12 for flat tiles and 6:12 for
lugged tiles. If tiles are to be left in a staged condition for more than 30 days, tiles shall be
staged two tiles perpendicular to slope, four tiles on top, parallel to slope; not to exceed 6
tiles total to a maximum roof pitch of 5:12 for flat tiles and 6:12 for lugged tiles.
6.4.4.3 At roof pitch in excess of those noted above, the tiles shall be staged behind a nominal 1 x 2
horizontal batten.
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6.5 Tarco 15 and 30:
6.5.1 Tarco 15 and 30 shall be installed in compliance with the requirements for ASTM D226, Type
I and II underlayments, respectively, in FBC Sections 1507 for the type of prepared roof
covering to be installed.
6.5.2 For use in non-tile applications, reference is made to the current edition of the NRCA Steep-
slope Roofing Manual.
6.5.3 For use in tile applications (Tarco 30 only), reference is made to FRSA/TRI 07320/8-05
Installation Manual, Fourth Edition, and Table 2 herein.
6.6 Tarco NO 15 and NO 30:
6.6.1 Tarco NO 15 and NO 30 shall be installed in compliance with the requirements for ASTM
D4869 underlayment in FBC Sections 1507 for the type of prepared roof covering to be
installed.
6.6.2 For use in non-tile applications, reference is made to the current edition of the NRCA Steep-
slope Roofing Manual.
6.6.3 Not for use in tile applications.
6.7 LeakBarrier EasyLay:
6.7.1 EasyLay shall be installed in compliance with the requirements for ASTM D226, Type I or II
underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.7.2 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.
6.7.3 For use in non-tile applications:
6.7.3.1 Place a full width section of EasyLay, parallel to the eave edge of the roof and unroll 2 to 3
feet with the lay lines facing up, and position to the edge of the eave and rake. Install a
few fasteners at the top, near the rake, and roll out the sheet to a manageable length. Pull,
straighten and align the sheet so that any wrinkles are eliminated and the sheet is even
with the eave edge. Fasten with 3/8" headed roofing nails or 1" capped (plastic or metal)
nails, driven by hand or pneumatically, spaced 6" o.c. at all laps in the center of the seam
area, and two staggered rows fastened 12" o.c. in the field of the sheet. Install nails such
that the head of the nail is flush with the surface, without cutting into the surface. Fasten
from the top to avoid walking or kneeling on unsecured sheet. Continue to the end of the
substrate and fasten down. Align the next roll over the preceding sheet so as to form a
minimum 4", water-shedding lap, and install per instructions above. Apply subsequent
sheets in the same manner, with minimum 4" water-shedding laps and minimum 8" end-
laps, which are staggered minimum 36"fro the preceding course.
For double layer applications, follow the instructions noted above, but using a minimum 19",
water-shedding side lap.
6.7.3.2 Allow for minimum 6" up the vertical transitions and minimum 6"over hips and ridges.
6.7.3.3 At valleys, first install a vertical length of EasyLay down the center of the valley, then start
at the low point and work to the high point, rolling the membrane from the center outward
in each direction, ensuring no wrinkles or tears. Covered with valley-metal or other valley
lining material in accordance with NRCA recommendations.
6.7.3.4 Apply a thin coat of asphalt plastic cement to waterproof areas where any cuts or tears have
occurred. Seams or joints that require adhesive or sealant can be treated with high quality
plastic cement (asbestos free).
6.7.4 For use in the applications, reference is made to FRSA/TRI 07320/8-05 Installation Manual,
Fourth Edition, and Table 2 herein, using the instructions noted above as a guideline.
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6.8 ASTM Organic Mineral Surface Tile Underlayment:
i
6.8.1 Shall be installed in compliance with the requirements for ASTM D6380, Class M sheets in
FBC Sections 1507 for the type of prepared roof covering to be installed.
6.8.2 For use in non-tile applications, reference is made to the current edition of the NRCA Steep-
slope Roofing Manual and ARMA recommendations for installing shingle underlayrnents and
flashings.
6.8.3 For use in tile applications, reference is made to FRSA/TRI 07320/8-05 Installation Manual,
Fourth Edition, and Table 2 5.7 herein. Tile shall be loaded and staged in a manner that
prevents the slippage and/or damage to the underlayment.
6.9 LeakBarrierTm EasyMop SBS:
6.9.1 Shall be installed in compliance with current Tarco published installation requirements,
subject to the limitations herein.
6.9.2 Non-Tile Applications:
6.9.2.1 For mechanically attached applications: Secure LeakBarrier EasyMop SBS using 3/8-inch
headed roofing nails or 1-inch diameter cap-nails spaced 9-inch o.c. within the 4-inch wide
side laps and 12-inch o.c. in two (2) equally spaced, staggered center rows in the center of
the sheet. End-laps shall be minimum 6-inch wide, and offset end-laps minimum 3-feet
from course to course. Seal end laps in accordance with Tarco requirements.
6.9.2.2 For bonded applications: Fully adhere LeakBarrier EasyMop SBS in hot-asphalt to the
substrates noted in Section 5.5. Side laps shall be minimum 4-inch and end-laps minimum
6-inch wide, and offset end-laps minimum 3-feet from course to course. Side and end-laps
shall be fully adhered in a complete mopping of hot asphalt with asphalt extending
approximately 3/8-inch beyond the lap edge. Consult Tarco instructions regarding back-
nailing requirements.
6.9.3 Tile Applications:
6.9.3.1 Refer to FRSA/TRI 07320/8-05 Installation-Manual, Fourth Edition and Table 2 herein.
6.9.3.2 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to
the underlayment.
7. LABELING:
Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the
Accredited Quality Assurance Agency noted herein.
S. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
9. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA
requirements
10 QUALITY ASSURANCE ENTITY:
UL, LLC. - QUA9625; (847) 664-3281
- END OF EVALUATION REPORT -
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