HomeMy WebLinkAboutREVISIONM
OFFICE USE ONLY:
DATE FILED:
.REVISION FEE: 1 • 13 �$
LOCATION/SITE
ADDRESS:
�'� I vA
DETAILED DESCRIPTION OF
REVISIONS:
Pcx-9V36" Wj5� fAolXr id-jA j
7rr l-r -lt SL6 /l20z/ -• ad
CONTRACTOR INFORMATIOP
STATE of FL REG./CERT. #: Ccc j
BUSINESS NAME: MANI-A 2
QUALIFIERS NAME: ?8A /cG
ADDRESS: I"g s LAS OL4x
CITY: 6%b71Vsj5),/ at„ar-a
PHONE (DAYTIME): -7^72 26
OWNER/BUILDER INFORMA
NAME: ,a
ADDRESS:
CITY:
PHONE (DAYTIME:
ARCHITECT/ENGINEER INFOI
NAME: N II
ADDRESS:
CITY:
PHONE (DAYTIME):
PERNIIT # 0(b � " 4dql
RECEIPT # 3M3
& DEVELOPMENT SERVIC S RECEIO"D
& CODE REGULATION DIVISION
2300 VIRGINIA AVENUE MAY 21 2
FORT PIERCE, FL 34982-5652
(772) 462-1553 ST. Lucie County, Permitting
;ATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
�-02 !Z'7%T L U�/Ad�L.a l�Yrr�tiT' !.a ��Ar7i••• ISsIC�
I Sr -7176V -f,—ee avwr �'IT
0 L/90 ST. LUCIE CO CERT. #:
STATE: Fi
FAX:
ZIP: _ 3 /Rst?L
STATE: ZIP:
FAX:
TION:
STATE:
SLCCC. 9123109
Revised 06/30/17 REVISION
ZIP:
FILE COPY
•
DEPARTMENT OF REGULATORY AND ECONOMICS RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MA', 6, I
ST. Lucie Coui![•,, PAIIA0gND kDE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315 2599
www.miamidade.aov/economv/economv
TRI-BUILT Materials Group, LLC CONCEALIED FASTENERS OR ATTACHMENTS
Box 70 AREIRESPONSIBILITY OF THE
Rutherford,
I
FILE COPY
Rutherford, NJ 07070 CONTRACTOR OR RECORD
SCOPE:
This NOA is being issued under the applicable les and regulations governing the use of construction materials. The
documentation submitted has been reviewed an accepted by Miami -Dade County RER - Product Control Section to
be used in Miami -Dade County and other areas here 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 (in areas other than Miami -Dade County) reserve the right to
have this product or material tested for quality alssurance 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 pro uct or material within their jurisdiction. RER reserves the right
to revoke this acceptance, if it is determined by� iami-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, a�d has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone ofIthe Florida Building Code.
DESCRIPTION: TRI-BUILT Sand-R SA Shingle, Smooth HT S/A and S/A HT TU Underlayment Products
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Con&I Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered lafter 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 pro uet or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shll automatically terminate this NOA. Failure to comply with any
section of this NOA shall be cause for termini lion and removal of NOA.
ADVERTISEMENT: The NOA number pr ceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertisi g literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA all 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 consists of pages 1 through 5.
The submitted documentation was reviewed y Gaspar J Rodriguez.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
Fc, R l o 0
0 COMPLY WITH ALL APPLICABLE CODES.
ST. LUCIE COUNTY BUILDING DI ISION
___ ___...__._. _ REVIEWED FOR COMPLIANCE NOA No.: 15-1123.06
°� � °Or REVIEW I Q YI • Expiration Date: 09/29/20
- DATE c Approval Date: 04/28/16
PLANS AND PERMIT MUST BE KEP ON JOB Page 1 of 5
SITE OR NO INSPECTIONS) WIL BE MADE
•
ROOFING COMPONENT APPROVAL
Category Roofing
Sub -Category: Underlayment
Materials: SBS
SCOPE:
This acceptance is for TRI-BUILT Sand-R SA
as described in this Notice of Acceptance, for us
of Acceptance; designed to comply with the Floj
Florida Building Code.
TRADE NAMES OF PRODUCTS
Product
Tri-Built Sand-R SA Shingle
Underlayment
Manufacturing Location #1-3
Tri-Built Smooth HT S/A
Underlayment
Manufacturing Location #1-3
Tri-Built S/A HT TU
Underlayment
Manufacturing Location #3
Dimensions
36" x 65' roll
36" x 65'
39 3/s" x 65 3
rolls
MANUFACTURING LOCATION:
1. Drummondville, Quebec (Canada)
2. Wadsworth, OH
3. Gulport, MS
EVIDENCE SUBMITTED:
Test Agency
Underwriters Laboratories, Inc.
Trinity I ERD
hingle, Smooth HT S/A and S/A HT TU Underlayment Products,
with approved prepared roof assemblies as described in this Notice
la Building Code, including the High Velocity Hurricane Zone of the
NUFACTURED OR LABELED BY APPLICANT:
Test Product
Specification Description
ASTM D1970 Self -adhering glass fleece reinforced, SBS
modified bitumen roofing underlayment.
ASTM D1970 Self -adhering glass fleece reinforced,
elastomeric bitumen roofing underlayment.
TAS 103 and Self -adhering glass fleece reinforced, SBS
ASTM D 1970 modified bitumen roofing underlayment.
R21824
S40540.02.13-1
S40540.11.13
13530.02.14-1-R1
S44870.04.14-4
S44870.04.14-1
S44870.04.14-3
S40540.10.14
iPC-SC8520.04.15
Test Name/Reyort
Date
UL790
09/11/15
ASTM D1970
02/19/13
ASTM D1970
11/19/13
TAS 103
05/14/14
ASTM D1970
04/10/14
ASTM D1970
04/10/14
ASTM D1970
04/02/14
ASTM D1970
10/31/14
TAS 103
04/27/15
NOA No.: 15-1123.06
Expiration Date: 09/29/20
Approval Date: 04/28/16
Page 2 of 5
Ip
•
APPROVED ASSEMBLIES:
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood
System E(1): Base sheet mechanically
Base Sheet:
Membrane: One ply of Tri-Built S/A
or Tri-Built Sand-R SA
end laps. Starting at the f
completely unrolling and
half of the length. Gently
cut through the membran(
paper while simultaneou
remaining one half of the
metal or rubber roller. Pr
attention to all side and e�
Surfacing: Approved for 1V
Shingles, Slate,
Deck Type 1: Wood, Non -insulated
plank
, membrane adhered.
T TU Underlayment, Tri-Built Smooth; ` /_�ncelaynaen
hingle Underlayment with minimum 3-inch side laps and 6-inch
st course, parallel to the eave, align the membrane carefully by
etting it exactly where it will be installed. Once aligned, rewind one
score the release paper on the high side of this roll, ensuring not to
;'s thickness. Unroll this first half by evenly peeling back the release
ly and slowly pushing out the membrane. Repeat process for
length. Once installed, the membrane must be pressure rolled with a
essure shall be applied over the entire surface, paying particular
id laps.
y Fastened Metal Roofing, Wood Shake & Shingles, Asphalt
Slate.
Deck Description: 19/32' or greater plywoodlor wood plank
System E(2): Base sheet mechanically,' fastened, membrane adhered.
Base Sheet: One or more plies of ASTM D226 Type II or ASTM D2626 with a minimum 4" side lap and a
6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and
two staggered rows 12"I o.c. the field of the roll.
Membrane: One ply of Tri-Built
end laps. Starting at t
completely unrolling
half of the length. Ge
cut through the memb
paper while simultane
remaining one half of
metal or rubber roller.
attention to all side an
IfA HT TU Underlayment with minimum 3-inch side laps and 6-inch
efirst course, parallel to the eave, align the membrane carefully by
id setting it exactly where it will be installed. Once aligned, rewind one
tly score the release paper on the high side of this roll, ensuring not to
ine's thickness. Unroll this first half by evenly peeling back the release
usly and slowly pushing out the membrane. Repeat process for
ie length. Once installed, the membrane must be pressure rolled with a
Pressure shall be applied over the entire surface, paying particular
. end laps.
The Tri-Built S/A HTITU Underlayment shall be back nailed to deck with approved annular
ring shank nails and tr caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps.
No nails or tin caps shall be exposed.
Surfacing: Approved for Mecl
Underlayment may
current NOA using
ically Fastened Cement or Clay Roof tiles. Tri-Built S/A HT TU
used with any approved roof tile system adhered as specified in their
foam adhesive listed and having a current adhesive NOA approval.
NOA No.: 15-1123.06
Expiration Date: 09/29/20
Approval Date: 04/28/16
Page 3 of 5
•
LIMITATIONS:
Fire classification is not part of this
2. This acceptance is for prepared roofing appli ations. Minimum deck requirements shall be in compliance with
the applicable building code. Tri-Built S/A T TU Underlayment, Tri-Built Smooth HT S/A Underlayment or
Tri-Built Sand-R SA Shingle Underlayment hall be installed in strict compliance with the applicable building
code.
Tri-Built S/A HT TU Underlayment, Tri-Built Smooth HT S/A Underlayment or Tri-Built Sand-R SA Shingle
Underlayment shall be applied to a smooth, Lean and dry surface, free from irregularities. 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. When a smooth, clean and/or dry surface cannot be obtained, the substrate shall be
primed with Elastocol Stick prior to applica ion.
4. Tri-Built S/A HT TU Underlayment, Tri-B ilt Smooth HT S/A Underlayment or Tri-Built Sand-R SA Shingle
Underlayment shall not be applied over an 6xisting roof membrane as a recover system but may be applied over a
roofing Base/Anchor sheet underlayment.
5. Tri-Built S/A HT TU Underlayment is acc ptable for use in foam adhesive set and mechanically fastened roof tile
systems as specified in the surfacing option of the approved assemblies.
6. Tri-Built Smooth HT S/A Underlayment o� Tri-Built Sand-R SA Shingle Underlayment shall not be left exposed
as a temporary roof for longer than 30 days.
7. Tri-Built S/A HT TU Underlayment shall
application.
8. Tri-Built S/A HT TU Underlayment, Tri-]
Underlayment may be used with any appr
Smooth HT S/A Underlayment or Tri-Bui
Underlayment, Tri-Built Smooth HT S/A
listed, a request may be made to the Auth
Control Department for approval based of
wind uplift resistance and fire resistance
9. When applying the membrane in the vall
membrane from the center outward in bo
the center outwards in both directions.
10. Membrane shall be applied to protru;
before any other sections of the roof.
be left exposed as a temporary roof for longer than 180 days of
uilt Smooth HT S/A Underlayment or Tri-Built Sand-R SA Shingle
ved roof covering listing Tri-Built S/A HT TU Underlayment, Tri-Built
t Sand-R SA Shingle Underlayment. If Tri-Built S/A HT TU
Jnderlayment or Tri-Built Sand-R SA Shingle Underlayment is not
city Having Jurisdiction (AHJ) or the Miami -Dade County Product
the necessary documentation to detail compatibility of the products,
, start at the low point and work to the high point, rolling the
directions. For ridge applications, center the membrane and roll from
slope changes, valley, curb, and other roof top penetration details
NOA No.: 15-1123.06
Expiration Date: 09/29/20
Approval Date: 04/28/16
Page 4 of 5
11. All products listed herein shall have a quality
Rule 61 G20-3 of the Florida Administrative
12. Tiles must be staged onto Tri-Built S/A HT
roof pitch of 6:12 for flat tiles and 5:12 for 1
staging method (bottom tile shall be inverted
below).
assurance audit in accordance with the Florida Building Code and
Underlayment not to exceed 10-high, to the standard maximum
ed tiles. Lugged tiles staging at slope > 5:12 shall use alternate
.lowed by eight tiles high on slope, as illustrated in Figure 1
Figure 1: Alternate Staging Method
At roof slopes greater than the preceding li •tations all tiles shall be loaded onto a nominal 1" x 2" horizontal
batten to prevent slippage.
13. All membranes or packaging shall bear th imprint or identifiable marking of the manufacturer's name or logo,
city, state and the following statement: " ami-Dade County Product Control Approved" or the Miami -Dade
County Product Control Seal as shown be tM1AMI-WM
DADE COUNTY
END OF THIS ACCEPTANCE
NOA No.: 15-1123.06
Expiration Date: 09/29/20
Approval Date: 04/28/16
Page 5 of 5
w
CGUt�TY
DEPARTMENT'OF REGULATORY AND ECONOMI
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOS
TRI-BUILT Materials Group, LLC
PO Bog 70
Rutherford, NJ 07070
ADAMI DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
RESOURCES (RER) Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315 2599
www.miamidade.gov/economv
SCOPE:
This NOA is being issued under the applicable es and regulations governing the use of construction materials. The
documentation submitted has been reviewed an 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 (AEU).
This NOA shall not -be valid after the expiratic
Section (in Miami Dade County) and/or the A
have this product or material tested for quality
the accepted manner, the manufacturer will in(
revoke, modify, or suspend the use of such pro
to revoke this, acceptance, if it is determined b,
material fails to meet the requirements of the a
i date stated below. The Miami Dade County Product Control
J (in areas other than Miami -Dade County) reserve the right to
assurance purposes. Ifthis product or material fails to perform in
w the expense of such testing and the AHJ may immediately
uct or material within their jurisdiction. RER reserves the right
Miami -Dade County Product Control Section that this product or
plicable 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& Florida Building Code.
DESCRIPTION: TRI-BUILT Sand-R SA �hingle, Smooth HT S/A and S/A HT TU Underlayment Products
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 ofthis NOA shall be consideredl after a renewal application has been filed and there has been no change
in the applicable building code negatively aff cting the performance of this product.
TERMINATION of thus NOA will occur aft r the -expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the pr uct 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 pr ceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in adverbs' g literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA hall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job sit at the request of the Building Official. .
This NOA consists of pages 1 through 5.
The submitted documentation was reviewed
Gaspar J Rodriguez.
. NOA No.:15-1:
Expiration Date: 09
Approval Date: 04
Page
of 5
ROOFING COMPONENT APPROVAL'
Catenory Roofing
Sub -Category: Underlayment
Materials: SBS
SCOPE:
This acceptance is for TRI-BUILT Sand-R E
as described in this Notice of Acceptance, for
of Acceptance; designed to comply with the F
Florida Building Code.
TRADE NAMES OF
Product
Tri-Built Sand-R SA Shingle
Underlayment
Manufacturing Location #1-3
Tri-Built Smooth HT S/A
Underlayment
Manufacturing Location #1-3
Tri-Built S/A HT TU
Underlayment
Manufacturing Location #3
Shingle, Smooth HT S/A and S/A HT TU Underlayment Products,
e with approved prepared roof assemblies as described in this Notice
ida Building Code, including the High Velocity Hurricane Zone of the
PRODUCT MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Dimension Specification Description
37T
6" x 65' ASTM D1970 Self -adhering glass fleece reinforced, SBS
modified bitumen roofing underlayment.
36" x 65'
39 3/s" x 65 3
rolls
MANUFACTURING LOCATION:
1. Drummondville, Quebec (Canada)
2. Wadsworth, OH
3. Gulport, MS
EVIDENCE SUBMITTED:
Test Agency
Underwriters Laboratories, Inc.
Trinity I ERD
ASTM D1970 Self -adhering glass fleece reinforced,
elastomeric bitumen roofing underlayment.
TAS 103 and Self -adhering glass fleece reinforced, SBS
ASTM D 1970 modified bitumen roofing underlayment.
R21824
i40540.02.13-1
S40540.11.13
3530.02.14-1-R1
44870.04.14-4
A4870.04.14-1
44870.04.14-3
S40540.10.14
'C-SC8520.04.15
Test Name/Revort
UL790
ASTM D1970
ASTM D1970
TAS 103
ASTM D1970
A$TM D1970
ASTM D1970
ASTM D1970
TAS 103
Date
09/11/15
02/19/13
11/19/13
05/14/14
04/10/14
04/10/14
04/02/14
10/31/14
04/27/15
NOA No.: 15-1123.06
Expiration Date: 09/29/20
Approval Date: 04/28/16
Page 2 of 5
M
APPROVED ASSEMBLIES:
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood dr wood plank
System E(1): Base sheet mechanically fastened, membrane adhered.
Base Sheet: One or more plies of ASM D226 Type H or ASTM D2626 with a minimum 4" side lap and a
6" end lap mechanically fpstened to deck with approved nails and tin caps 6" o.c. at the laps and
two staggered rows 12" o�HT
c. the field of the roll.
Membrane: One ply of Tri-Built S/ TU Underlayment, Tri-Built Smooth HT S/A Underlayment
or Tri-Built Sand-R SA Shingle Underlayment with minimum 3-inch side laps and 6-inch
end laps. Starting at the t course, parallel to the eave, align the membrane carefully by
completely unrolling an setting it exactly where it will be installed. Once aligned, rewind one
half of the length. Gent, score the release paper on the high side of this roll, ensuring not to
cut through the membrane's thickness. Unroll this first half by evenly peeling back the release
paper while simultaneously and slowly pushing out the membrane. Repeat process for
remaining one half of tjed
ength. Once installed, the membrane must be pressure rolled with a
metal or rubber roller.ssure shall be applied over the entire surface, paying particular
attention to al, side and laps.
Surfacing: Approved for Mechanics ly Fastened Metal Roofing, Wood Shake & Shingles, Asphalt
Shingles, Slate, Simulated Slate.
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(2): Base sheet mechanically fastened, membrane adhered.
Base Sheet: One or more plies of A TM D226 Type II or ASTM D2626 with a minimum 4" side lap and a
6" end lap mechanic all fastened to deck with approved nails and tin caps 6" o.c. at the laps and
two staggered rows 12" o.c. the field of the roll.
Membrane: One ply of Tri-Built S/A HT TU Underlayment with minimum 3-inch side laps and 6-inch
end laps. Starting at thfirst course, parallel to the eave, align the membrane carefully by
completely unrolling aann,d setting it exactly where it will be installed. Once aligned, rewind one
half of the length. Gentry score the release paper on the high side of this roll, ensuring not to
cut through the membrane's thick ness..Unroll this first half by evenly peeling back the release
paper while simultaneously and slowly pushing out the membrane. Repeat process for
remaining one half of tl a length. Once installed, the membrane must be pressure rolled with a
metal or rubber roller. pressure shall be applied over the entire surface, paying particular
attention to all side and�l end laps.
The Tri-Built S/A HT TU Underlayment shall be back nailed to deck with approved annular
ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps.
No nails or tin caps shall be exposed.
Surfacing: Approved for Mechan
Underlayment may be
current NOA using an
ally Fastened Cement or Clay Roof tiles. Tri-Built S/A HT TU
sed with any approved roof file system adhered as specified in their
foam adhesive listed and having a current adhesive NOA approval.
NOA No.: 15-1123.06
Expiration Date: 09/29/20
Approval Date: 04/28/16
Page 3 of 5
w
LIMITATIONS:
Fire classification is not part of this
2. -This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
the applicable building code. Tri-Built' S/A HT TU Underlayment, Tri-Built Smooth HT S/A Underlayment or
Tri-Built Sand-R SA Shingle Underlaymeni shall be installed in strict compliance with the applicable building
code.
3. Tri-Built S/A HT TU Underlayment, Tri-BWlt Smooth HT S/A Underlayment or Tri-Built Sand-R SA Shingle
Underlayment shall be applied to a smooth clean and dry surface, free from irregularities. Re -fasten any loose
it
decking panels, and check for protruding n heads. Sweep the substrate thoroughly to remove. any dust and
debris prior to application. When a smooth, clean and/or dry surface cannot be obtained, the substrate shall be
primed with Elastoeoi Stick prior to application.
4. Tri-Built S/A HT TU Underlayment, Tri-Built Smooth HT S/A Underlayment or Tri: Built Sand-R SA Shingle
Underlayment shall not be applied over an existing roof membrane as a recover system but may be applied over a
roofing Base/Anchor sheet underlayment.
5. Tri-Built S/A HT TU Underlayment is acceptable for use in foam adhesive set and mechanically fastened roof tile
systems as specified in the surfacing option of the approved assemblies.
6. Tri-Built Smooth HT S/A Underlayment o' Tri-Built Sand-R SA Shingle Underlayment shall not be left exposed
as a temporary roof for longer than 30 days.
7. Tri-Built S/A HT TU Underlayment shall
application.
8. Tri=Built S/A HT TU Underlayment, Tri-1
Underlayment may be used with any appr
Smooth HT S/A Underlayment or Tri-Bui
Underlayment, Tri-Built Smooth HT S/A
listed, a request may be made to the Auth,
Control Department for approval based of
wind uplift resistance and fire resistance i
be left exposed as a temporary roof for longer than 180 days of
guilt Smooth HT S/A Underlayment or Tri-Built Sand-R SA Shingle
ved roof covering listing Tri-Built S/A HT TU Underlayment, Tri-Built
t Sand-R SA Shingle Underlayment. If Tri-Built S/A HT TU
Jnderlayment or TriBuilt Sand-R SA Shingle Underlayment is not
city Having Jurisdiction (AHJ) or the Miami -Dade County Product
the necessary documentation to detail compatibility of the products,
9. When applying the membrane in the valley, start at the low point and work to the high point, rolling the
membrane from the center outward in both directions. For ridge applications, center the membrane and roll from
the center outwards in both directions.
10. Membrane shall be applied to protru:
before any other sections of the roof.
a I rt�:•Qti Fes^
slope changes, valley, curb, and other roof top penetration details
NOA No.: 15-1123.06
Expiration Date: 09/29/20
Approval Date: 04/28/16
Page 4 of 5
11. All products listed herein shall have a q
Rule 61G20-3 of the Florida AdministrE
y assurance audit m accordance with the Florida Building Code and
Code.
12. Tiles must be staged onto Tri-Built S/A HT I`TLT Underlayment not to exceed 10-high, to the standard maximum
roof pitch of 6:12 for flat tiles and 5:12 for ugged tiles. Lugged tiles staging at slope > 5:12 shall use alternate
staging method (bottom tile shall be inverted followed by eight tiles high on slope, as illustrated in Figure 1
below).
Fig6re.1: Alternate Staging Method
At roof slopes greater than the preceding 1'I 'tations all tiles shall be loaded onto a nominal 1" x 2" horizontal
batten to prevent slippage.
13. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,
city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade
County Product Control Seal as shown bel w.
MBAMELIADE BOUNTY
END OF THIS ACCEPTANCE
NOA No.: 15-1123.06
Expiration Date: 09/29/20
Approval Date: 04/28/16
Page 5 of 5
6.
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FL17022-
Revision
Extreme Metal Fabricators, LLC
FL#: FL17022.1
Model: 1 - "SVICrimp" (R6)
Description: 76 Gauge steel, 3/8" rib height, 24" wide lapped roof panel
mechanically alr ached to 15/32" plywood or Wood Deck with fasteners
Category: Roofing
Subcategory: I Meta I Roofing
Zachary R.
Priest, P.E.
(813) 480-3421
Approved
R7
History
-Approve(] Dy UDrK. Approvals Dy uDYK snail De rpwewea ana raunea ray cne VUL ana/or me Commission a necessary.
The State of Florida is an AA/EEO empl
Under Florida law, email addresses are public
mail to this entity. Instead, contact the office
(1), Florida Statutes, effective October 1, 201',
emails provided may be used for official Comm
please provide the Department with an email
s :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
Copyright 2007-20t3 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
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one or by traditional mail. If you have any questions, please contact 850.487.139S. "Pursuant to Section 455.275
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ion with the licensee. However email addressesare public record. If you do not wish to supply a personal address,
ass 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:
®. ® ® eC z d
Credit Card-
:Scife `
FILE COPY
FL17O22.1 �� _ , "(2
Limitations: � '
1. Underlayment to be compliance with current Florid;
2. Minimum slope to be compliant with Florida Buildin
3. Products are compliant for State of Florida product
4. Engineering analysis for "project specific approval
5. Fire classification is not part of this acceptance. Sh
6. Support framing in compliance w/FBC 2017 6th ed.
Structural Loading.
7. This report does not imply warranty, installation, re
Deck:
-15132" or greater Plywo d, or
- Wood plank
Steel), 24" Wide Roof l , - Details
Building Code (FBC)2017 6th ed.
Code 2017 61h ed., and per with Manufacturer's installation reference.
approval per Rule 61 G20-3. Compliance Method: 1-D
y local authorities w/jurisdiction is allowed by other registered engineers.
!ar diaphragm values are outside this report.
Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Dmmended product use outside of this report.
— Fasteners -
#9'x1-1/2"Min. or
#10 x 1-1/2" Min. per Table 'A' for Row 5-V Crimp Roof Panel
Spacing and Design Pressures
Hex Washer Head Wood Screws
247
1
39r
QP7f4NAL S7PJATImNS
Panel Profile
Panel
Overlap
Nominal12"I 1 Nominal12"
Fasten
9 x 1-1/2" Min, or #10 X 1-1/2" Min. per
Table "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Width
Refer to Table "A" for Spacing Along Panel
Length
Deck-15/32" or greater
Plywood, or
-Wood plank
M
Compliant with Florida Building Code 2617 (6th ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications I
Product: 5 V Crimp 26GA Steel. Roof
Yield strength: 50 ksi min.;
Deck w/ min. 0.42 specific I
Rib Height 3/8"
Corrosion Resistant Compliant: FBC
Fastener 1(Method 1 Attachment):
3/16" min. thru deck or 5/8" embed
requirements)
Fastener 2 (Method 2,3, & 4 Attachr
penetrate 3/16" min. thru deck or 5,
to meet requirements)
Underlayment: To be compliant wit
Slope: Shall be in compliance with
2160 SW Poma Drive
Palm City, FL 34990
FBC Sec. 1507.4.2
ied to min.15/32 plywood or Wood
with screws. 24" Coverage
c.1507.4.3
x 1-1/2" Hex -Washer Head wood screw* to penetrate
-nt into wood plank. (*or sufficient length to meet
t): #10 x 1-1/2" Hex -Washer Head wood screw* to
embedment into wood plank. (*or sufficient length
FBC Sec. Chart 1507.1.1
Sec.1507.
See Fastener attachment specifications above
Install Details: Table A Allowable Loads
METHOD 1
METHOD 2
METHOD 3
METHOD 4
'DESIGN PRESSURE*
-86 PSF
-93.5 PSF
-101 PSF
-228 PSF
ROW SPACING _
16" ox.
16" o.c.
8" O.C.
6" o.c.
FASTENER SPACING (ALONG Panel width)
12" o.c.
12" o.c.
12" o.c.
12" o.c.
FASTENER SIZE
#9
#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test Report 0X5893.01-450-18 05/02/14
Test eport F3366.01-450-18 12/18/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent t I test standard UL 1897-1 *Design pressure margin of safety 2;1
Locke Bowden, P.E. does not have, not will acgl
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or
report.
♦`
C r�Q '•j
♦ Yji
a financial intiri Ld��tg{Iq�m�%yfacturing or distributing products
;rglled by aQ}► cowipantivombb faLture�� or distributing products under this
Re Permit 4 1804-0084
1, Steven D Marston Jr licensed as
(Please print name &.circle license
*General, Building, Residential or
On orabout 5-7-2018
(Date)
work at; 44 Aqua Ra Dr, Jensen
Planning &;Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, R 34982
772-462-2.165 or 772-462-2172
Fax: 772-462-6443
r*/Engineer/Architect
*FS468 Building Inspector
or any individual certified under 468 F.S. to make such on. inspection.
I did personally inspect the roof deck nailing
FL
(Job site address)
Based upon that examination l have Idetermined the installation- was done according to the current
edition of the Florida Existing Buildi g Code Section 708 or the product approval submitted (whichever
is most strigent).
r1,9 -11CIiE
Signature and. -Seal
STATE OF KORIDA
COUNTY OF Lie.,
Sworn to and subscribed befgr�e n
by1•o.l �/
,4pn b 11 a 5�r
Notary Public, State o
Signature of Notary:_
Commission Number:
En
CCC 1330490
License #
day of MQUQ 201S
�fio —Personally known to me r who has produced
as icjentification.
CHBRYL A HOTTENSMITH
MY COMMISSION GG090400
EXPIRE8 April 04, 2021
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,CEft iT6D FUNTlASi1C� MooIflED BITUMFJY,CAMPONENTS & APPUCA710N�METNODS (COMINIJED) - -
Reference _ _ .w _ .. _..
Layer Material -
Application
SBS-CA3
(saS, Cold -Applied)
Base
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Millennium Hurricane Force Membrane
Adhesive, beads spaced 6-inch o.c.
Ply
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Cap
Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30, Flintlastic FR Cap 30 CoolStar, Flintlastic FR Dual
Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar
Flintlastic GMS; Flintlastic GMS CoolStar
SBS-TA
(sas,rorcfrapplied)
Base
Flintlastic Ultra POIy SMS Base; Flintlastic Base 20 T
Torch -Applied
Ply
One or more Flintlastic Ultra Poly SMS Base, Flintlastic Base 20 T
Cap
Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar; Flintlastic GTS-FR;
F intlastic G -FR CoolStar, Flintr-lad
APP-
(APP,Torch•ApQlled)
Base
Cap
One or more Flintlastic APP BaserT; Fl[n_t(, tit A• Flintlastic STA Plus
"0' y`
ToraFi-Applied
-
Flintlastic STq; Flintlasttc5T4 Plus, Flintlastic GTA Flintlastic NT-A olStar Flint Yi4CzTA RF FlintlaSYfc` GTA-ERi—
CoolStar
SBS-SA-H
(SaS, Self -Adhering- Hybrid Systems)
Base/Ply
B almond Base Sheet; Flintlastic Ultra Glass SA
Self -Adhering
SBS-SA
(sas,Self-Adhering)
Base
Flintlastic SA PlyBase; Flintlastic SA Mid Ply
Self -Adhering
Ply
Flintlastic SA PlyBase; Flintlastic SA Mid Ply
Cap
Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar
16. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design, LLC. d/b/a TrinitylERD
Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION
Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic° Modified Bitumen Roof Systems, (610) 651-5847
Evaluation Report 3520.03.04-1120 for FL2S33-R19
Revision 20: 09/14/2017
Appendix 1, Page 4 of 57
I
F)o
TR 1K11"iY 1 ERf)
TABLE 1E 2-' WOOD DECKS NEW CC? 5!gRUCTION, REROOF (TEAR -OFF) oR REfAVER '
-
TYPE E. NON -INSULATED, *ECHM OLLY ATTACHED BASE SHEET; BONDED ROOF COVER
System
No.
Deck
1)
Base Sheet
Roof Cover (Note 14)
MOP
(Note
Base
Fasteners
Attach
Ply
Cap
(Psf)
Min. iS/32-inch plywood
Glasbase; F exiglas; Flintlastic
ase 0; oly SMS Base; Ultra
in.insu Plates with
FlintFast fast 3" Metal
6 Inch o.a at 4 inch lap and Inc6-h o.c in re
(Optional) BP -
AA, SBS-AA,
SBS- 8 -
atmax 24-inch span
Poly SMS Base; Yosemite
on
Ins Plates with DP or MG 3
(3), equally spaced, staggered center rows
B - .A or
TA o APP-TA
9TS
Round Metal Plates with OM_ # HD
APP-TA
W-90
Min.15/32-inch plywood
Flintlastic APP Base T
OMG 3 in. Round Metal Plates with OMG
6-Inch o.c. at 4-inch lap and 6-inch o.c. in three
at max 24-inch spans
#14 HD
(3), equally spaced, staggered center rows-
APP-TA
APP TA
97.5
Glasbase; Flexiglas; Flintlastic
W-91
Min.15/32-inch plywood
Base 20; All Weather / Empire
Flintfast 3 inInsulation Plates
. on with
FlintFast #14; Trufast 3" Metal Insulation
8-inch o.c. at 4-inch lap and 8-inch o.c. at three
(Optional) BP-
SBS-AA or
at max 24-inch spans
Base; Poly SMS Base; Ultra Poly
Plates with Trufast HD
3
(1 equally spaced, staggered center rows
AA, SBS-AA or
SB5 TA
-97•5
—SMS-Base;Yosemite
Note 2
7-inch o.c. at 3-Inch lap and 7-inch o.c. in three
585-TA
BP-AA,—SB
SgS_pA,S
W-92
Min.19 32-inch I
/ plywood
Glasbase; Flexiglas; Flintlastic
Base 20; Poly SMS Base; Ultra
at max 24-inch spans
P
Poly SMS Base; Yosemite
(3), equally spaced, staggered center rows
AA, SBS-TA or
,B
TA or APP-TA
-105.0
APP-TA
W-93
Min.19/32-Inch plywood
at max 24-inch spans
Flintlastic APP Base T
OMG 3 In. Round Metal Plates with OMG
414 HD or Dekfast Hex Plate with Dekfast
(-inch inch lap and (-inch in three
#14
(3), equaallll y s spaa ced, staggered centeerr r rows
APP-TA
APP-TA
-105.0
W-94
Min.15/32-inch plywood
Glasbase; Flexiglas; Flintlastic
Flintfast 3 in. Insulation Plates with
FlintFast #12 or #14; Trufast 3" Metal
6-inch
TO BP-
at max 24-inch spans
Base 20; Poly SMS Base; Ultra
o.c. at 4-inch lap and 6-inch o.c. in four
AA, SBS-AA,
SBS-AA, SBS-
Poly SMS Base; Yosemite
s w
Insulation Plates DP or HD; OMG 3
() equally spaced, staggered uall
4 , e s center rows
SBS-TA or
TA or APP-TA
-127.5
in. Round Metal Plates with OMG #14 HD
APP-TA
W-95 Min.15/32-inch plywood OMG 3 in. Round Metal Plates with OMG 6-inch o.c. at 4-inch lap and 6-inch o.c. in four
Flintlastic APP Base T
at max 24 Inch spans
P #14 HO (4 equally
. II spa
e spaced, staggered center rows
-127.5
_094 (1! L ED SYSTEMS `- .
Glasbase; Flexiglas Base;
Min.15/32-inch plywood
Flintlastic Base 20; All Weather /
Flintfast 3 in. Insulation Plates with
W-96
at max 24-inch spans
Empire Base; Yosemite Venting
FlintFast #12 or #14; Trufast 3" Metal
8-inch o.c. at 4-Inch lap and 8-inch o.c. in three
(Optional)
Base; Flintlastic Poly SMS Base;
Insulation Plates with DP or HD
(3), equally spaced, staggered center rows
SBS-CA1
SBS CAI
52.5
Flintlastic Ultra Poly SMS Base
TABIEif: WOO Q;DECKS-NEWCONSTRUCTIONoRREROOF;(TEAR-OFs) `
SYSTEM TYPEF;NON 1NSULATED,,BONDEDROOF;COVER
, - _ --
System
No.
W-97
W-98
Deck
(Note 1)
Min.15/32-inch plywood at max 24-inch spans
Min.15/32-inch plywood at max 24-inch spans
Primer
FlintPrime or FlintPrime SA
FlintPrime or FlintPrime SA
Roof Cover (Note 14)
MDP (Psf)
-112.5
-227.5
Base Ply
SBS-SA-H (Optional) SBS-TA, APP-TA
SBS-SA (Optional) SBS-SA
Cap
SBS-TA, APP-TA
SBS-SA
Exterior Research and Design, LLC, d/b/a Trinity( ERD
Certificate of Authorization #9503 67N EDITION (2017) FBC NON-HVHZ EVALUATION
Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastie Modified Bitumen Roof Systems; (610) 6S1-5847
Evaluation Report 3520.03.04-R20 for FL2533-Ri9
Revision 20: 09/14/2017
Appendix 1, Page 17 of 57
F)o wrnlERD
' %iPt?ENDIX lt_ATTA[HMENT REQOIREMENTS FOR WIND UPLIFT RESISTANCE
,
Table Deck
Application
Type
Description
1A
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
Page
1B
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
5-6
7
1C
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
1D
Wood
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
8-9
1E-1
Wood
New, Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
10-12
1E-2
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
13-15
IF
Wood
New or Reroof (Tear -Off) .
F
Non -Insulated, Bonded Roof Cover
16-17
2A
Steel or Structural Concrete
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
17
2B
Steel or Structural Concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
18-20
2C
Steel or Structural Concrete
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
21-25
3A
=3B
Concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
26-28
Concrete
New_or_Reroof_(Tear_Off]
A-3
Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover
29-36
36
3C
Concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
4A
LWIC
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
7
4B
LWIC
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
38-39
4C
LWIC
New, Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
4p
SA
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
41-44
SB
CWF
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
45
5C
CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
46
SD
CWF
New, Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
46
6A
Gypsum
Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
47
6B
Gypsum
Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover_
48-49
6C
Gypsum
Reroof. (Tear -Off)
C
Mech. Attached Insulation, Bonded Roof Cover
50
6D
Gypsum
Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover _
51
7A
Various
Recover
ATBonded
Insulation, Bonded Roof Cover
51
7B
Various
Recover
F
Non -Insulated, Bonded Roof Cover
52-5
The following notes apply to the systems outlined herein:
57
1.
The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
roof deck shall be documented through proper codified and/or FBC Approval documentation.
Load resistance of the
2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
➢ Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3"
Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment.
➢ Steel Deck: OMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 in. Galvalume Steel Plate, Dekfast #12 or #14 with Hex Plate or 3" Round
Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FlintFast #12 or #14 Fastener with FIintFast 3" Insulation Plates. Minimum 0.75-inch steel penetration and
engage the top flute of the steel deck.
➢ Structural Concrete: OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD-10 with OMG 3 in. Galvalume Steel Plate, Dekfast #24 or DekSpike with Hex Plate or 3" Round
Insulation Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 1-inch embedment. Fasteners Installed
with a pilot hole in accordance with the fastener manufacturers published installation Instructions.
Exterior Research and Design, I.I.C. d/b/a Trinfty(ERD Evaluation Report 3520.03.04-R20 for FL2533-R19
Certificate of Authorization f19503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017
Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 1 of 57
TRINITY I ERQ
3. Unless otherwise noted, insulation may be any one layer or combination of polylsocyanurate, polystyrene, wood fiberboard, perlfte, GlasRoc Roof Board or gypsum -based roof board that meets the QA requirements
of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover.
4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for, or installed beneath rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover),
whereby the base sheet screws and plates are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck
listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper
codified and/or FBC Approval documentation.
S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
6. Unless otherwise noted, insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. /
Hot asphalt (HA): Full coverage at 25-30lbs/square
➢ Ashland Pliodeck (A-PD): Continuous 0.75 inch wide ribbons,l2-inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the layer below. f
➢ Dow INSTA-STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1 inch wide ribbons, 12-inch o.c.
➢ Millennium One Step Foamabie Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
➢ Millennium PG-1 Pump Grade Adhesive (M-PGI): Continuous 0.5 to 0.75-inch wide ribbons, 12-inch o.c.
OMG-OiyBord-500-orOlyBond-Green{0B500)• tbrtinuous 0.75-inch wide ribbons 12-inch o.c. (PaceCart orSpotShot)
➢ ICP Adhesives CR-20: Continuous 2.5 to 3-inch wide ribbons,l3-mc o.c.
➢ Note: When multiple layers(s) of insulation and/or coverboard are Installed In ribbon -applied adhesive, boards shall be staggered from layer -to -layer.
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
Unless otherwise noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisccyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase' the MOP listings in the tables; rather if MOP listing below meets or exceeds that listed for a particular system in the tables, then
the thinner board listed below may be used as a drop -in for the
equivalent thicker material listed in the table:
➢ Ashland Pliodeck (A-PD) @ 12-inch o.c.
MDP -105.0 psf
(Min. 1.0-inch)
➢ Ashland Pliodeck (A-PD) @ 6-inch o.c.
MDP -277.5 psf
(Min. 1.04nch)
➢ Dow INSTA-STIK Quik Set Insulation Adhesive (D-IS):
MDP -120.0 psf
(Min. 1.0-inch)
➢ Millennium One Step Foamable Adhesive (M-OSFA):
MDP -157.5 psf
(Min. 1.0-inch)
➢ Millennium PG-1 Pump Grade Adhesive (M-PGI):
MDP -157.5 psf
(Min.1.0-inch)
➢ OMG OlyBond 500 (OB500):
MOP -45.0 psf
(Min. 0.54nch Mufti -Max FA3)
➢ OMG OlyBond 500 (OB500):
MDP -187.5 psf
(Min. 0.5-inch ISO 95+ GL)
➢ OMG OlyBond 500 (013500):
MOP -315.0 psf
(Min. 0.5-inch ENRGY 3)
➢ OMG OlyBond 500 (OB500):
MDP -487.5 psf
(Min. 0.5-inch ACFoam 11)
➢ ICP Adhesives CR-20:
MDP -117.5 psf
(Min. 1.0-inch)
B. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
i
9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss
Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for
Zone 2/3 enhancements.
10. For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no
rational analysis is permitted.
11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report 3520.03.04-R20 for FL2533-R19
Certificate of Authorization #9503 IV" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/24/2017
Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 2 of 57
�1 1 RINITY JERD
12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing
roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with
ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Concrete Deck or Recover Applications using System Type D, the insulation is optional.
14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC
Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. in all cases, the minimum topcoat thickness is 2-inches.
For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
- - - - - — - - .CERTAINTkM FIINRASTic- Mciwiia BP MEN COMPONENTS BtAPPUU►TItlN METHODS-.,..
Reference
Layer
Material
Application
BP -AA
Base
Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20
(Base and Ply sheets, Asphalt -Applied)
Hot asphalt at 20-40 lbs/square
Ply
One or more FI)ntglas Ply 4; Flintglas Premium Ply 6
—BP_-AA2
(Base, Spot-Asphak-Applled)
Base
Yosemite Venting Base
Hot asphalt in 24-inch diameter spots in 30-
inch -grid -pattern
BP-AA3
(Base, Spot -Asphalt -Applied)
Base
Yosemite Venting Base
Hot asphalt in 9-inch diameter spots in grid
pattern noted herein.
-BP-AA4
(Base,Strip-Asphalt-Applied)
Base
Yosemite Venting Base
Hot asphalt in 9-Inch wide ribbons spaced
as noted herein.
BP-CA2
Base/Ply
Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20
Henry fJ903 Adhesive at 1.5 gal/square
BP-CA3
Base/Ply
Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20
Millennium Hurricane Force Membrane
Adhesive, beads spaced 6-inch o.c.
Base
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
SBS-AA
Ply
One or more Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
(SBS, Asphalt -Applied)
Hot asphalt at 20-40 Ibs/square
Cap
Flintlastic Cap 30, Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Flintlastic FR Dual
Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar;
Flintlastic GMS; Flintlastic ISMS CoolStar
Base
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
-
Note:
Base ply cures overnight prior to application of the ply or cap ply.
SBS-CAI
(ses, Cold-Applled)
FIintBond Brush or Karnak No. 81 Cold
Process Modified Bitumen Adhesive Brush
Ply
Flintlastic Base 20, Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Cap
Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Flintlastic FR Dual Cap; Flintlastic FR-P; Flintiastic FR-P CoolStar,
Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar
Grade at 1 gal/square
Base
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
SBS-CA2
Ply
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
ISM, Cold -Applied)
Cap
Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual
Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Fllntiastic Premium FR-P; Flintlastic Premium FR-P CoolStar,
Flintlastic GMS; Flintlastic GNIS CoolStar
Henry #903 Adhesive at 1.5 gal/square.
Exterior Research and Design, LLC- d/b/a TrinityI ERD
Certificate of Authorization #9503 a EDITION (2017) FBC NON-HVH2 EVALUATION
Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847
Evaluation Report 3520.03.04-R20 for FL2533-1119
Revision 20: 09/14/2017
Appendix 1, Page 3 of 57