275 Sailfish Dr ROOF23-0021 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP:
MARSHPOINT MULTI
FAMILY ONE LLC 2300 MARSH POINT NEPTUNE BEACH FL 32266
COMPANY:ADDRESS:CITY:STATE:ZIP:
SKY HIGH ROOFING, LLC 7643 GATE PARKWAY, SUITE #104 JACKSONVILLE FL 32256
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170579 0000 SALTAIR SEC 01
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
275 SAILFISH DR ROOF NON SHINGLE Flat Shingle Re-Roof $20000.00
FEES
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 BUILDING ROOF IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL
Notes:
a.\tThe roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved.\r\r
b.\tAll roofing projects require an In-Progress Inspection.\r\r
c.\tSheathing installation and replacement guidelines per APA.\r\r
d.\tUnderlayment must conform to FBC-R Table 905.1.1\r\r
e.\tShingles must conform to ASTM D3161 G or H, or ASTM D7158 F\r\r
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 3/21/2023
PERMIT NUMBER
ROOF23-0021
ISSUED: 3/21/2023
EXPIRES: 9/17/2023
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $155.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $77.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.49
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.33
TOTAL: $238.32
2 of 2Issued Date: 3/21/2023
PERMIT NUMBER
ROOF23-0021
ISSUED: 3/21/2023
EXPIRES: 9/17/2023
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
Building Permit Application Updated 10/9/18
City of Atlantic Beach Building Department ALL INFORMATION
1-6
800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
n nr
IS REQUIRED.
Phone: (904) 247-5826 Email: Building-Dept@coab.us
Job Address:2'7 5 Stet i( P;51.1 :c e 57 (J i Permit Number: 40 f Zai-Cb Z
Legal Description lR,Cs 4_.00 IU_g 1'(-SQ s
r2
o C/rjtn c-1-00.$44 RE# i 70 51 g - 001 0
Lot- if x T Q1, !
Valuation of Work(Replacement Cost)$ 2.<916WO Heated/Cooled SF Non-Heated/Cooled
Class of Work: New Addition Alteration Repair Move Demo Pool Window/Door
Use of existing/proposed structure(s): Commercial residential
If an existing structure, is a fire sprinkler system installed?: Yes No
Will tree(s)be removed in association with proposed proiect? Yes(must submit separate Tree Removal Permit) No
Describe in detail the type of work to be performed: p-e ,1.,oar c,rtc1 ?c_
fes(0C 5t ;-SIEc ita7 2gB - GL21 q F ( 63DS -- ,2-ro
Florida Product Approval# for multiple products use product approval form
Property Owner Information
Name 1'`t 1^,O-544 Pc,-17' /Lev17y .v ON- LL-C Address 23oo /k444/45/-/ Poi.rr
City ('le e>&C.;C I-1 State FL_ Zip 3Z Z Phone_ cp.(( 5 - 2 6 /
E-Mail /Z-ovvkc..nc i^gidS1 poipty6 TICS e C Om
Owner or Agent(If Agent, Power of Attorney or Agency Letter Required)
Contractor Information
7
Name of Company 5k/ H (\ odCt?c L.-4z_ Qualifying Agent c o C"-22 2 t6
Address 76 43 Gde (' ^`7
J
City 7tACI-5 o-t'-,'/f(-State FL Zip 3 ZZ S 6
Office Phone c(0tf &Zese 3 Job Site Contact Number
State Certification/Registration# CCC- ( 33/08 I E-Mail mc-Arc' 5J ) K I)i-L 1 O C,o`1
Architect Name&Phone# l!/L'
Engineer's Name&Phone# iW/6
Workers Compensation Insurer 4 " &'i.l S,C1 Pe-- OR Exempt Expiration Date O 1 /SY
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this
permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and
there may be additional permits required from other governmental entities such as water management districts,state agencies,or
federal agencies.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. OU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR A A O' , E BEFORE
RECOG YOUR T E OF COMMENCEMENT.
Signature of Owner or Agent) i. ure of Contractor)
Signed "" and sworn to(or affirmed)before me this r day of Signed and sworn to(or affirmed)before me this I/ day of
kArNA_ 16=5AA-
cifilk,,,,
ALA:lpf.t e.\1/40.e.\1/40./ un , by Marcc
ignature Noary)
C-i Iry
Virginia Wetzel
P t;-: VANESSA ANGERS
2.. ,Comm.:HH 239586 w ` * MY COMMISSION HH 244118
Personally Known OR Expires:July 1,2026 1 Personally Known ORF.....: EXPIRES:Mauch 23,2026
produced Identificatior'o F `Notary Public-State of Florida [v Produced Identification
Type of Identification: y Type of Identification: A. • -5 I I . -
Permit Number Tax Folio Number
Doc#2023053044,OR BK 20615 Page 1492,
Number Pages. 1
NOTICE OF COMMENCEMENT Recorded 03/17/2023 11 42 AM,
JODY PHILLIPS CLERK CIRCUIT COURT DUVAL
COUNTY
STATE OF FLORIDA RECORDING $10.00
COUNTY OF DUVAL
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in
accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of
Commencement.
275 SAILFISH DR Atlantic Beach FL 322
1. Description of property(Street address): Neptune each FL 32266
2. Legal Description: 10"8 17-25-29E 2.0 SALTAIR SEC 1 LOTS 580,587 TUby2,NW 1/2 S f CLOSED
BY U/R BCH ORDS 65-86-13,65-89-20,31-1 ROYAL PALMS UNIT 02A LOT 17 BLK 27 PT SEC 38-2S-29E
R C iR-a11 R9fi§§n of improvement: RE-ROOF
4. Owner information: MARSHPOINT MULTI FAMILY ONE LLC 2300 MARSH POINT
a. Name and Address: NEPTUNE BEACH, FL 32266
b. Interest in property: 100%
c. Name and address of fee simple titleholder(other than owner):
5.a.Contactor's name and address: SKY HIGH ROOFING-Marco A.Guerrero
b. Phone number: 904 629 85 83 Fax number:
5. Surety Information:
a. Name and address:
b. Phone Number: Fax Number:
c. Amount of Bond:
6.a.Lender's name and address:
b. Phone Number:
7.a.Person within the State of Florida designated by Owner upon whom notices or other documents may be
served as provided by 713.12(1)(a)7.Florida Statutes.
a. Name and address:
b. Phone numbers of designated persons:
8.a.In addition to himself/herself,Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes.
b. Phone number of person or entity designated by owner:
9. Expiration date of notice of commencement(the expiration date is one(1)year from the date of recording
unless a different date is specified) 4/30/23
WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNERAFTER THE EXPIRATION
OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER
CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR
NOTICE OF COMMENCEMENT.
SiLure of Owner(O eve is Authorized Officer/Director/Partner/Manager:
Signatory's Title/Office)
The f.o egoi g instrument was acknowledged before me thisI
Y4-
day of d mk 2023
by tc4410.0•_ (0110.4J as ror I *akar VA4fSh,
yet8 Z
PQM 0n2 LI-C-
pY.Ys
Nosy
A Comm.:HH 239586
i, 4u I
Personally Known Or Produced Indentification
n /_+,
WY•1roakt ! Yt9'G13 (......60,..1....e-,F,prP ettKtft' ib
My commission expires: 1 0 .J
Under penalties of perjury,I declare that I have read the foregoing and that the facts stated in it are
true to the best of my knowledge and belief.
No.
CREEK Registry 2gh Dr17520EdinburghDr
Tampa, FL 33647
TECHNICAL SERVICES, LLC 813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 7"EDITION(2020)
Manufacturer: ATLAS ROOFING CORPORATION Issued February 11, 2021
2000 Riveredge Parkway, Suite 800
Atlanta, GA 30328
770)612-6267
Manufacturing Plants: Hampton, GA
Meridian, MS
Dangerfield, TX
Ardmore, OK
Franklin, OH
Quality Assurance: PRI Construction Materials Technologies, LLC
QUA9110)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Edition: Florida Building Code, 7`h Edition (2020) including High-Velocity Hurricane Zones (HVHZ)
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance,Wind Driven Rain
PRODUCT DESCRIPTION
Legend (Ardmore) ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed,
thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462.
GlassMaster)30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed,
Ardmore &Hampton) thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462.
Tough-Master®20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed,
Ardmore & Hampton) thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462.
Pro-Cut®Hip& Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a
Ardmore& Hampton) dashed, thermally-activated, self-sealing sealant stripe that complies with ASTM D
3462.
Pro-Cut®Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed,
Ardmore & Hampton) thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462.
ProLAMTM Architectural ASTM D 3161, Class F&ASTM D 7158, Class H fiberglass reinforced, laminated
Hampton, Franklin & architectural asphalt shingle with a dashed,thermally-activated, self-sealing sealant
Meridian) stripe that complies with ASTM D 3462.
Pinnacle®Pristine, ASTM D 3161, Class F &ASTM D 7158, Class H fiberglass reinforced, laminated
Pinnacle®Pristine architectural asphalt shingle with two, dashed,thermally-activated, self-sealing sealant
Lifetime w/Scotchgard stripes that complies with ASTM D 3462.
Dangerfield, Hampton,
Franklin & Meridian)
StormMaster®Hip&ASTM D 3161, Class F fiberglass reinforced, hip and ridge modified asphalt shingle
Ridge (Ardmore) with a dashed,thermally-activated, self-sealing sealant stripe that complies with ASTM
D 3462.
ATL13002.10 FL 16305-R10 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty. installation. recommended use, or other product attributes that are not
specifically addressed herein.
ACREEK ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, LLC
StormMaster®Shake ASTM D 3161, Class F&ASTM D 7158, Class H fiberglass reinforced, laminated
Dangerfield) architectural modified asphalt shingle with two, dashed, thermally-activated, self-sealing
sealant stripe that complies with ASTM D 3462.
StormMaster®Slate ASTM D 3161, Class F &ASTM D 7158, Class H fiberglass reinforced, laminated
Ardmore) architectural modified asphalt shingle with two, dashed, thermally-activated, self-sealing
sealant stripe that complies with ASTM D 3462.
REFERENCES
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST5878) ATL-079-02-01 ASTM D 3161 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) ATL-083-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) ATL-086-02-01 Rev 1 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-104-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-106-02-01 ASTM D 3161 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) ATL-106-02-01 Rev 1 ASTM D 3161 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) ATL-107-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) ATL-107-02-01.1 TAS 100 1995
PRI Construction Materials Technologies(TST5878) ATL-109-02-01 ASTM D 7158 2019
PRI Construction Materials Technologies(TST5878) ATL-116-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-118-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-119-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) ATL-123-02-01 ASTM D 7158 2019
PRI Construction Materials Technologies(TST5878) ATL-125-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) ATL-127-02-01 Rev 1 ASTM D 7158 2019
PRI Construction Materials Technologies(TST5878) ATL-132-02-01 ASTM D 3161 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) ATL-133-02-01 ASTM D 3161 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) ATL-135-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-136-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-137-02-01 Rev 1 ASTM D 7158 2019
PRI Construction Materials Technologies(TST5878) ATL-138-02-01 Rev 1 ASTM D 7158 2019
PRI Construction Materials Technologies(TST5878) ATL-143-02-01 ASTM D 3161 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) ATL-144-02-01 ASTM D 3161 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) ATL-151-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-162-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) ATL-167-02-01 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) ATL-168-02-01 ASTM D 3161 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) ATL-169-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-170-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-171-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-172-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-174-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-179-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) ATL-184-02-01 ASTM D 3161 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) ATL-185-02-01 ASTM D 7158 2019
PRI Construction Materials Technologies(TST5878) ATL-186-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) ATL-187-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-220-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-220-02-02 TAS 100 1995
PRI Construction Materials Technologies(TST5878) ATL-220-02-03 ASTM D 3161 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) ATL-220-02-04 ASTM D 7158 2019
PRI Construction Materials Technologies(TST5878) ATL-221-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-221-02-02 TAS 100 1995
PRI Construction Materials Technologies(TST5878) ATL-221- 02-03 ASTM D 3161 2016
TAS 107 2020
ATL13002.10 FL 16305-R910 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use. or other product attributes that are not
specifically addressed herein.
GREEK ATLAS ROOFING CORPORATION
111, Asphalt Shingles
TECHNICAL SERVICES, LLC
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST5878) ATL-221-02-04 ASTM D 7158 2019
PRI Construction Materials Technologies(TST5878) ATL-222-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-222-02-02 TAS 100 1995
PRI Construction Materials Technologies(TST5878) ATL-222-02-03 ASTM D 3161 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) ATL-222-02-04 ASTM D 7158 2019
PRI Construction Materials Technologies(TST5878) ATL-223-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-223-02-02 TAS 100 1995
PRI Construction Materials Technologies(TST5878) ATL-223-02-03 ASTM D 3161 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) ATL-223-02-04 ASTM D 7158 2019
PRI Construction Materials Technologies(TST5878) ATL-224-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-225-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-225-02-02 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-225-02-03 ASTM D 3161 2016
TAS 107 2020
PRI Construction Materials Technologies(TST5878) ATL-225-02-04 ASTM D 7158 2019
PRI Construction Materials Technologies(TST5878)117T0021 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878)117T0026 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878)117T0027 TAS 100 1995
PRI Construction Materials Technologies(TST5878)117T0028 ASTM D 3161 2016
TAS 107 2020
CREEK Technical Services LLC(ANE11669) ATL13002.7 Calculations 2018
ATL1 3002.10 FL 16305-R910 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use. or other product attributes that are not
specifically addressed herein.
CREEK
ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Legend Basic Wind Speed (VIA): Max. 194 mph
Basic Wind Speed (Vasa): Max. 150 mph
Deck (HVHZ):In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installation (HVHZ): Installed with 5-inch exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
12"-
rwcwuT sLors 3"
OW w MUM I
r
r BMW UNE t?Y,ulH
Ii•Tv
t_-. ip//////
u.a<s rnNu
vtTIr
e'n osh mut.All WM I
72
1
4}'1 5" 6•
5f
1 I— - I
I I
1
1
i-7 - - I nr —
1 I— -II
Figure 1. Legend 4 Nail Pattern (Non-HVHZ only)
3E'-.
12•—__._. _ 12••_. 1y_.
wcruaT xois 3-
J.Elor,w
I
r s.cwecr
5-
r
Ews .wr uE yr owrw
SIX Of SHEET
1:L12-
17 j /s'woos P.M Al 4•04
i• j 5. 6.
I
iI
1 I j 1`-6 1-4"--1 1-2i--
I
i•1Y01—I i'TM,,
77. I 4-4*T
8
6" I s .,f--2>•'I
Figure 2. Legend 6 Nail Pattern
ATL13002.10 FL 16305-R910 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
A: GREEK ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, LLC
GlassMaster®30 Basic Wind Speed (V,,r1): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
Tough-Master®20 Deck (HVHZ):In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installation (HVHZ): Installed with 5-inch exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
36
A
Jails
1
Ilia 411111 OMi MN i
ti 1 ['a
1 .= I..4 12
I
Figure 3. GlassMaster()30 & Tough-Master®20 4 Nail Pattern (Non-HVHZ only)
35"
A
Nails
1 ''
2
5 5/8"
12" 12" 12"
Figure 4. GlassMaster®30 & Tough-Master®20 6 Nail Pattern
ATL13002.10 FL 16305-R910 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
GREEK ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, LLC
ProLAMTM Architectural Basic Wind Speed (Vat): Max. 194 mph
Basic Wind Speed (Vasa): Max. 150 mph
Deck (HVHZ):In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installation (HVHZ): Installed with 6 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 6 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
A7..
SINGLE YA" SEALANT LINE PATTERN
1- LENGTH ON: 1 OFF
14" 131l'
TYP
s i -I -S' 14T
L1,'NAIIJNC AREA `
67.
6.
Figure 5. ProLAMTM Architectural Shingle 4 Nail Pattern (non-HVHZ only)
42"
SINGLE Y4" SEALANT LINE PATTERN
1 LENGTH ON: 1 OFF
t.t'
11 TYP-- _
rm. >•---T 1.---. >•-'-ti---. s-- '--1.
14.,
1,•NAILING AREA .., .•
6•
6"
Figure 6. Pro-LAMTM Architectural Shingle 6 Nail Pattern
ATL13002.10 FL 16305-R910 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty. installation. recommended use. or other product attributes that are not
specifically addressed herein.
GREEK ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, LLC
Pinnacle®Pristine Basic Wind Speed (VA): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
Storm Master()Shake Deck(HVHZ):In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installation (HVHZ): Installed with 6 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 6 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
47" __
f1LE Y.," SEALANT LINE ,TT ERN
TOP: 1 LENGTH ON: 3 OFF
BOTTOM: 1" LENGTH ON: 1" OFF
13113
14 TIP
MIL 4 lir .T'1-
13'NAW NG AREA
71"
68"
6..
1
Figure 7. Pinnacle® Pristine and StormMaster®Shake 4 Nail Pattern (Non-HVHZ only)
DOUBLE Ya" SEALANT UNE PATTERN
TOP: 1" LENGTH ON: 3" OFF
BOTTOM: 1" LENGTH ON: 1" OFF
1i"
TYP
Mai
r-- -;_>_---,_-- i -- ------
MI I
T--->_'--um ---_T---- -- 14"
y. •f'NAIUNG AREA .. .
1
Figure 8. Pinnacle® Pristine and StormMaster®Shake 6 Nail Pattern
ATL13002.10 FL 16305-R910 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
C REEKEjj[
1
ATLAS ROOFING CORPORATIONA-t Asphalt Shingles
TECHNICAL SERVICES, LLC
Storm Master®Slate Basic Wind Speed (Vat): Max. 194 mph
Basic Wind Speed (Vesd): Max. 150 mph
Deck (HVHZ):In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installation (HVHZ): Installed with 8. 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 8.5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
1"
i
Figure 9. StormMaster®Slate 4 Nail Pattern
9"
Figure 10. StormMaster®Slate 6 Nail Pattern
ATL13002.10 FL 16305-R910 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation. recommended use, or other product attributes that are not
specifically addressed herein.
CREEKATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, LLC
Pro-Cut®Starter Strip Basic Wind Speed (Veit): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
Deck (HVHZ):In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installation (HVHZ): Installed in accordance with RAS 115 and manufacturer's
published installation instructions. Shingles shall be
attached as shown below.
Installation (Non-HVHZ): Installed in accordance with FBC requirements and
manufacturer's published installation instructions. Shingles
shall be attached as shown below.
12
12 p..1-112'An{shank n.tl
1 10' 2.1
r!/
r— 1
1-1/2,3.
Figure 11. Pro-Cut®Starter Strip
ATL13002.10 FL 16305-R910 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, LLC
Pro-Cut®Hip& Ridge Basic Wind Speed (V„n): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
StormMaster®Hip &Deck (HVHZ):In accordance with FBC requirements;
Ridge Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ): Solidly sheathed in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation(HVHZ and Installed with 5-5/8 inch exposure in accordance with RAS
non-HVHZ): 115 (HVHZ only) and manufacturer's published installation
instructions. The direction of the exposed end shall be
away from the prevailing wind.
12"
12 ga. 1-1/2"ring
shank nail
12,E
6"
Figure 12. Pro-Cut®Hip & Ridge and StormMaster® Hip & Ridge
ATL13002.10 FL 16305-R910 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
AlCREEK ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment information are provided based on testing. FBC requirements
for the rational design of the roof deck, including the attachment, are not within the scope of this evaluation.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B& C with a building mean roof height of 60-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P. E. have demonstrated compliance with the Florida Building
Code, 7'h Edition (2020) including High-Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents
submitted by the named manufacturer.
G\
APRY
R.•p",, 2021 .02. 112021 .02. 11
1,P•••.• C•E NS.FS,
No 74021 12:45:39
s o ww roKa w ZOOID,n Pries,
05'00'
O . STATE OF
O R P,C? \ZacharyR. Priest, P.E.
i,S/ONA,E •• Florida Registration No. 74021
Organization No. ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services.. LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned,operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P. E. does not have, nor will acquire. a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E.does not have, nor will acquire.a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
ATL13002.10 FL 16305-R910 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty. installation. recommended use. or other product attributes that are not
specifically addressed herein.
NEMO ( etc.
Certificate of Authorization#32455
353 Christian Street, Unit#13
Oxford,CT 06478
203)262-9245
ENGINEER EVALUATE TEST CONSULT
EVALUATION REPORT
CertainTeed, LLC Evaluation Report 11610.09.08-R22
20 Moores Road FL11288-R21
Malvern, PA 19355 Date of Issuance:09/ 03/ 2009
610)893-5400 Revision 22:09/09/2021
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 7th Edition (2020) Florida Building Code sections noted herein.
DESCRIPTION: CertainTeed Roof Underlayments for use in FBC non-HVHZ jurisdictions
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein and FBC 1507.1. 1.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced
Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change.
Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any
changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a
complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT:The Florida Product Approval Number(FL#) preceded by the words"NEMO 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 10.
Prepared by: m,, ,r,,,
0:alto-s?ass— :!
9 e'STATS Of.:Robert J.M. Nieminen, P.E.
The facsimile seal appearing was authorized by Robert
Florida Registration No. 59166, Florida DCA ANE1983 Nieminen,P.E.on 09/09/2021. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC 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. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E.are, in any way,the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
2019 NEMO ETC,LLC
NEMO I etc.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: CertainTeed Roof Underlayments, as produced by CertainTeed, LLC, have demonstrated
compliance with the following sections of the 7th Edition(2020) 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
1504.3.1 Wind resistance FM 4474 2011
1507.1.1,1507.2.4,1507.2.9.2/ Material standard ASTM 01970 2015
R905.1. 1,R905.2. 8.2
1507.3.3/R905.3.3 Material standard FRSA/TRI,Sixth Edition 2018
1507.10.2/R905.9.2 Material standard ASTM D4601 2012
1507.11.2/R905.11.2 Material standard ASTM D6163 2015
1507.11.2/R905.11.2 Material standard ASTM D6164 2011
1507.11.2/R905.11.2 Material standard ASTM D6222 2011
TAS 110 Accelerated Weathering ASTM D4798 2011
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Wind Resistance C8370.08.08-R1 10/05/2009
ERD(TST6049) Wind Resistance C39670.08.12 08/20/2012
ERD(TST6049) ASTM D1970,D4798 C45240.01.14-1 01/15/2014
ERD(TST6049) ASTM D6163 045110.01.14 01/20/2014
ERD(TST6049) FRSA/TRI 09-18 C45240.01.14-2 01/24/2014
ERD(TST6049) FM 4470 CTR-509920.01.16-R1 01/ 20/2016
ERD(TST6049) Wind Resistance CTR-SC10420.01.16 01/ 25/2016
ERD(TST6049) ASTM D4601 CTR-5011145.09. 16-3B 09/09/2016
ERD(TST6049) ASTM D6163 CTR-SC11145.09.16-58 09/ 16/2016
ERD(TST6049) ASTM 01970 CTR-SC11145.10. 16 10/ 31/2016
ERD(TST6049) Tensile Adhesion/LTA CTR-SC11505.12.16 12/22/2016
ERD(TST6049) Wind Resistance CTR-SC12255.12.16 12/27/2016
NEMO(TST6049) ASTM D1970 4S-CTR-18-003.01.19 01/ 16/2019
NEMO(TST6049) ASTM 01970,D4798 4S-CTR-18-003.07.19.0 07/ 26/2019
NEMO(TST6049) FRSA/TRI,Tile Slippage 4S-CTR-18-003.08.19.E2 09/ 06/2019
NEMO(TST6049) Tensile Adhesion/LTA 4p-DOW-19-SSLAP-01.A-R2 10/01/ 2019
NEMO(TST6049) Wind Resistance 4a-CTR-19-LSWUS-05.A 02/ 05/2020
NEMO(TST6049) Tensile Adhesion/LTA 4p-ICP-20-SSLAP-OLA 12/15/2020
NEMO(TST6049) Tensile Adhesion/AW 4j-CTR-20-SSUDL-03.A 03/15/2021
NEMO(TST6049) FRSA/TRI,Tile Slippage 4j-CTR-21-SSUDL-03.A 08/ 02/ 2021
PRI(TST5878) ASTM D6222 CTC-071-02-01 08/08/2011
PRI(TST5878) ASTM D6164 CTC-093-02-01 08/08/2011
PRI(TST5878) Wind Resistance CTC-112-02-01 12/ 12/2011
PRI(TST5878) ASTM D6164 CTC-131-02-01 06/08/2012
PRI(TST5878) ASTM 01970 CTC-327-02-01 06/ 28/ 2017
PRI(TST5878) ASTM D6163 CTC-319-02-01 08/22/2017
UL,LLC.(QUA9625) Quality Control Service Confirmation 11/ 13/2019
NEMO ETC,LLC. Evaluation Report 11610.09.08-R22
Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION F111288-R21
CertainTeed Roof Underlayments Revision 22:09/09/2021
Page 2 of 10
NEMO I etc.
4. PRODUCT DESCRIPTION:
Material
Product
Standard
Plant(s) Description
4.1 WinterGuard® HT ASTM D1970 Little Rock,AR self-adhering,glass-scrim reinforced,film-surfaced,
SBS modified bitumen roof underlayment
4.2 WinterGuard®Sand ASTM 01970 Shakopee, MN self-adhering,glass-mat reinforced,sand-surfaced,
SBS modified bitumen roof underlayment
4.3 WinterGuard® Granular ASTM D1970 Shakopee, MN self-adhering,glass-mat reinforced,granule-
surfaced,SBS modified bitumen roof underlayment
4.4 MetaLayment® ASTM D1970 Little Rock,AR self-adhering,film-surfaced,SBS modified bitumen
roof underlayment
4.5 Black Diamond° Base ASTM D1970 Shakopee, MN self-adhering,glass mat reinforced,fine-mineral
Sheet surfaced,SBS modified membrane
4.6 Flintlastic®SA PlyBase ASTM D1970 Little Rock,AR self-adhering,glass mat reinforced,film-surfaced,
SBS modified membrane for use as a base-layer in
multi-ply underlayment systems
4.7 Flintlastic SA Mid Ply ASTM D6163 Little Rock,AR self-adhering,heavy fiberglass mat reinforced,film-
surfaced,SBS modified membrane for use as a base-
layer in multi-ply underlayment systems
4.8 Flintlastic® Ultra Glass ASTM D6163 Little Rock,AR self-adhering,glass mat reinforced,fine-mineral
SA surfaced,SBS modified membrane for use as a base-
layer in multi-ply underlayment systems
4.9 Flintlastic®SA Cap FR ASTM D6163 Little Rock, AR self-adhering,glass mat reinforced,granule-mineral
surfaced,SBS modified membrane
4.10 Flintlastic®SA Cap ASTM D1970 Little Rock, AR self-adhering,polyester reinforced,granule-mineral
ASTM D6164 surfaced,SBS modified membrane
FRSA/TRI 09-18
4.11 Flintlastic®GTA ASTM D6222 Little Rock,AR torch-applied,polyester reinforced,granule-
FRSA/TRI 09-18 surfaced,APP modified membrane
4.12 Flintlastic® GMS ASTM D6164 Little Rock,AR asphalt- applied, polyester reinforced,granule-
FRSA/TRI 09-18 surfaced,SBS modified membrane
4.13 Flintlastic®SA NailBase ASTM D4601 Little Rock,AR glass mat reinforced,film-surfaced,SBS modified
membrane for use as a mechanically attached base-
sheet in multi-ply underlayment systems
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer
of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions(i.e., Broward and Miami-Dade
Counties).
5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in
accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and
limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning
the use of foam plastic insulation.
NEMO ETC,LLC. Evaluation Report 11610.09.08-R22
Certificate of Authorization#324S5 7"EDITION(2020)FBC NON-HVHZ EVALUATION FL11288-R21
CertainTeed Roof Underlayments Revision 22:09/09/2021
Page 3 of 10
NEMO I etc.
5.5 CertainTeed 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 Authority Having Jurisdiction
for approval based on this evaluation combined with supporting data for the prepared roof covering.
5.6 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Clay and Concrete Tile Slate or
Asphalt
1507.3)
Metal
Slate-T a
Wood Photovoltaic
Underlayment Shingles YP Shingles
1507.2)
Mechanical Adhesive-or Panels Shingles Shingles Shingles Shakes (1507.17)
Attach Mortar-Set (1507.4) (1507.5) (1507.7) (1507.8) (1507.9)
Yes
Yes Yes (over nailed
WinterGuard HT Yes No No Yes Yes Yes (joint strips, (joint strips, ASTM D226 felt
1507.1.1.3/ 1507.1.1.3/ per Table
R905.1.1.3) R905.1.1.3) 1507.1. 1.1/
9905.1. 1. 1)
Yes Yes
WinterGuard Sand Yes No No No No Yes (joint strips, (joint strips,No
1507.1.1.3/ 1507.1.1. 3/
R905.1.1.3) R905.1.1.3)
WinterGuard Granular Yes No No No No Yes No No No
Yes Yes
Black Diamond Base Yes No No No No Yes (joint strips, (joint strips,No
1507.1. 1.3/ 1507.1.1.3/
R905.1.1.3) R905.1.1.3)
Yes Yes
Flintlastic SA Cap Yes Yes
See 5.6.1
No No Yes No No
See FL17670
Flintlastic SA Cap FR Yes No No No No Yes No No No
Yes
Yes Yes (over nailed
MetaLayment Yes No No Yes Yes Yes (joint strips, (joint strips, ASTM D226 felt
1507.1. 1. 3/ 1507.1. 1. 3/ per Table
R905.1.1. 3) R905.1.1.3) 1507.1. 1. 1/
R905.1.1.1)
Flintlastic GTA No Yes
Yes
No No No No No
Yes
See 5.6.1 See FL17670
Flintlastic GMS No Yes
Yes
No No No No No
Yes
See 5.6.1 See FL17670
5.6.1 Adhesive-or mortar-set tile is limited to use of the following underlayment/adhesive combinations.
TABLE 1A:ALLOWABLE UNDERLAYMENT/TILE-ADHESIVE OR MORTAR COMBINATIONS1
Underlayment Adhesive/Mortar Florida Product Approval
Flintlastic SA Cap or Flintlastic GMS Dupont"Tile Bond''Roof Tile Adhesive" FL22525
Flintlastic SA Cap,Flintlastic GTA or Flintlastic GMS ICP Adhesives and Sealants"Polyset'AH-160" FL6332
Flintlastic SA Cap, Flintlastic GTA or Flintlastic GMS Mortar meeting FRSA/TRI Florida High Wind Concrete and Clay Roof Tile
Installation Manual,Sixth Edition requirements and holding current Florida Local
or Statewide Product Approval.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC,LLC. Evaluation Report 11610.09.08-R22
Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL11288-R21
CertainTeed Roof Underlayments Revision 22:09/09/2021
Page 4 of 10
CONEMO I etc.
5.7 Allowable Substrates:
TABLE 2: SUBSTRATE OPTIONS
Underlayment Primer Substrates
WinterGuard HT,WinterGuard Sand, Optional)ASTM D41 or FlintPrime plywood
WinterGuard Granular or MetaLayment none ASTM D226 felt
Optional)ASTM D41, FlintPrime or
woodBlackDiamondBase, Flintlastic SA PlyBase, FlintPrime SA
plywood
Flintlastic SA Mid Ply, Flintlastic Ultra Glass
SA,Flintlastic SA Cap or Flintlastic SA Cap FR
ASTM D41, FlintPrime or FlintPrime SA structural concrete
none ASTM D226 felt or Flintlastic SA NailBase
Flintlastic SA Cap or Flintlastic SA Cap FR none Flintlastic SA PlyBase or Flintlastic SA MidPly
ASTM D41 or FlintPrime structural concrete
Flintlastic GMS applied in hot asphalt
ASTM D226 felt,ASTM D4601 base sheet, Black
none Diamond Base Sheet or Flintlastic Ultra Glass
SA
ASTM D41 or FlintPrime structural concrete
Flintlastic GTA torch applied
ASTM D226 felt,ASTM D4601 base sheet, Black
none Diamond Base Sheet or Flintlastic Ultra Glass
SA
5.8 Attachment Limitations:
5.8.1 For use under mechanically attached NON-TILE prepared roof coverings, attachment shall be in accordance with
the manufacturer's installation instructions, but —for mechanically attached underlayments or base sheets - not
less than FBC 1507.1.1 or R905.1. 1.
5.8. 2 For use under tile roof systems, attachment shall be in accordance with the manufacturer's installation
instructions, but—for mechanically attached base sheets-not less than:
FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A,
Table 1(for Two-Ply Asphalt Applied Hot Mop Underlayment)
or
Section 5.8.3 herein(for other underlayment systems).
5.8.3 Wind Resistance for Underlayment Systems Tile Roof Applications:
The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI
Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition. The Maximum Design Pressure is
the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing
pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied).
5.8.3.1 Direct-to-Deck:
The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida
High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical
highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
1 Maximum Design Pressure=-240 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: FlintPrime or ASTM D41.
Base Sheet: Black Diamond Base Sheet or Flintlastic Ultra Glass SA,self-adhered.
Underlayment: Flintlastic GTA,torch-applied or Flintlastic GMS,applied in hot asphalt.
2 Maximum Design Pressure=-555 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: FlintPrime,FlintPrime SA or ASTM D41.
Base Ply: Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered.
Underlayment: Flintlastic SA Cap,self-adhered.
NEMO ETC,LLC. Evaluation Report 11610.09.08-Rn
Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL11288-R21
CertainTeed Roof Underlayments Revision 22:09/09/2021
Page S of 10
NEMO I etc.
3 Maximum Design Pressure=-90.0 psf:
Deck: APA rated,min.7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction
of Authority Having Jurisdiction.
Primer: FlintPrime or FlintPrime SA
Base Ply: Flintlastic SA Mid Ply,self-adhered.
Underlayment: Flintlastic SA Cap,self-adhered.
4 Maximum Design Pressure=-105.0 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: Optional)FlintPrime,FlintPrime SA or ASTM D41
Base Ply: Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered.
Underlayment: Flintlastic SA Cap,self-adhered.
5 Maximum Design Pressure=-127.5 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: FlintPrime, FlintPrime SA or ASTM D41
Joints: Min.4-inch wide strips of Flintlastic SA PlyBase,self-adhered over all plywood joints.
Base Ply: Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered.
Underlayment: Flintlastic SA Cap,self-adhered.
6 All other direct-deck,adhered underlayment systems beneath tile roof systems carry a Maximum Design Pressure
of-45 psf.
5.8. 3. 2 Mechanically-Attached Base Sheet:
The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida
High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical
highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1
design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones
shall employ an attachment density 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, Roofing Application Standard
RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk*carry the limitations set
forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(February 2020)for enhancements.
7 Maximum Design Pressure=-37.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: ASTM D226,Type II felt or Flintlastic SA NailBase
Fasteners:12 ga.,11A-inch long galvanized ring shank nails through 32 ga.,1 5/8-inch diameter tin caps
Spacing: 6-inch o.c. at the 4-inch laps and 12-inch o.c.at two (2) equally spaced, staggered rows in the field of the
sheet.
Base Ply: Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered.
Underlayment: Flintlastic SA Cap,self-adhered.
8 Maximum Design Pressure=-45.0 psf*:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20;All Weather/Empire Base Sheet; Flintlastic
Poly SMS Base or Flintlastic Ultra Poly SMS Base
Fasteners:Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced,staggered center rows.
Underlayment: Flintlastic GMS,applied in hot asphalt or Flintlastic GTA,torch-applied.
NEMO ETC,LLC. Evaluation Report 11610.09.08-R22
Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL11288-R21
CertainTeed Roof Underlayments Revision 22: 09/09/2021
Page 6 of 10
NEMO I etc.
9 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Flintlastic SA NailBase
Fasteners:Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally spaced,staggered center rows.
Primer: FlintPrime at stress plates
Base Ply: Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered.
Underlayment: Flintlastic SA Cap,self-adhered.
10 Maximum Design Pressure=-52.5 psf:
Deck: APA rated,min.7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction
of Authority Having Jurisdiction.
Base Sheet: Flintlastic SA NailBase
Fasteners:Simplex MAXX Cap Fasteners
Spacing: 8-inch o.c.at the 3-inch wide side laps and 8-inch o.c.at three(3)equally spaced,staggered center rows.
Primer: FlintPrime at stress plates
Base Ply: Optional)Flintlastic SA Mid Ply,self-adhered.
Underlayment: Flintlastic SA Cap,self-adhered.
11 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20;All Weather/Empire Base Sheet; Flintlastic
Poly SMS Base or Flintlastic Ultra Poly SMS Base
Fasteners:Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced,staggered center rows.
Underlayment: Flintlastic GMS,applied in hot asphalt or Flintlastic GTA,torch-applied.
12 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Flintlastic SA NailBase
Fasteners:Min.1-inch long,12 ga.Simplex Metal Cap Nails
Spacing: 6-inch o.c.at the min.2-inch laps and 6-inch o.c.at four(4)equally spaced,staggered rows in the field of the
sheet.
Base Ply: Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered.
Underlayment: Flintlastic SA Cap,self-adhered.
13 Maximum Design Pressure=-60. 0 psf:
Deck: APA rated,min.7/16 CAT,0.418 in.,Exposure 1,OSB sheathing to meet project requirements to satisfaction
of Authority Having Jurisdiction.
Base Sheet: Flintlastic SA NailBase
Fasteners:Trufast Versa Fasteners&Plates;min.two(2)screws per plate at 180°from each other
Spacing: 9-inch o.c.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally spaced,staggered center rows.
Primer: FlintPrime at stress plates
Base Ply: Optional)Flintlastic SA Mid Ply,self-adhered.
Underlayment: Flintlastic SA Cap,self-adhered.
14 Maximum Design Pressure=-60.0 psf:
Deck: Min. 19/ 32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Flintlastic SA NailBase
Fasteners:12 ga.,1%-inch long galvanized ring shank nails through 32 ga.,1 5/8-inch diameter tin caps
Spacing: 8-inch o.c.at the min.2-inch laps and 8-inch o.c.at three (3)equally spaced, staggered rows in the field of
the sheet.
Base Ply: Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered.
Underlayment: Flintlastic SA Cap,self-adhered.
NEMO ETC,LLC. Evaluation Report 11610.09. 08-R22
Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL11288-R21
CertainTeed Roof Underlayments Revision 22: 09/09/2021
Page 7 of 10
NEMO I etc.
15 Maximum Design Pressure=-67.5 psf:
Deck: Min. 15/ 32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Flintlastic SA NailBase
Fasteners:Simplex MAXX Cap Fasteners
Spacing: 8-inch o.c.at the 3-inch wide side laps and 8-inch o.c.at three(3)equally spaced,staggered center rows.
Primer: FlintPrime at stress plates
Base Ply: Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered.
Underlayment: Flintlastic SA Cap,self-adhered.
16 Maximum Design Pressure=-67.5 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather/ Empire Base Sheet; Flintlastic
Poly SMS Base or Flintlastic Ultra Poly SMS Base
Fasteners:Cap nails: 1-inch diameter, 0.032-inch thick metal cap with 0.120-inch shank diameter, annular ring shank
nails
Spacing: 6-inch o.c. at 4-inch lap and 6-inch o.c. at five (5) equally spaced, staggered center rows in the field of the
sheet.
Underlayment: Flintlastic GMS,applied in hot asphalt.
17 Maximum Design Pressure=-75.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Flintlastic SA NailBase
Fasteners:12 ga., 11A-inch long galvanized ring shank nails through 32 ga., 1 5/8-inch diameter tin caps
Spacing: 6-inch o.c.at the min.2-inch laps and 6-inch o.c.at four(4)equally spaced,staggered rows in the field of the
sheet.
Base Ply: Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered.
Underlayment: Flintlastic SA Cap,self-adhered.
18 Maximum Design Pressure=-90.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather/ Empire Base Sheet; Flintlastic
Poly SMS Base or Flintlastic Ultra Poly SMS Base
Fasteners:Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced,staggered center rows.
Underlayment: Flintlastic GMS,applied in hot asphalt or Flintlastic GTA,torch-applied.
19 Maximum Design Pressure=-105.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather/Empire Base Sheet; Flintlastic
Poly SMS Base or Flintlastic Ultra Poly SMS Base
Fasteners:Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced,staggered center rows.
Underlayment: Flintlastic GMS,applied in hot asphalt or Flintlastic GTA,torch-applied.
20 Maximum Design Pressure=-105.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Flintlastic SA NailBase
Fasteners:12 ga., 11A-inch long galvanized ring shank nails through 32 ga., 1 5/8-inch diameter tin caps
Spacing: 4-inch o.c.at the min.2-inch laps and 4-inch o.c.at four(4)equally spaced,staggered rows in the field of the
sheet.
Base Ply: Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered.
Underlayment: Flintlastic SA Cap,self-adhered.
NEMO ETC,LLC. Evaluation Report 11610.09.08-R22
Certificate of Authorization#32455 7TH EDITION(2020)IBC NON-HVHZ EVALUATION FL11288-R21
CertainTeed Roof Underlayments Revision 22: 09/09/2021
Page 8 of 10
NEMO I etc.
5.9 Exposure Limitations:
TABLE 3: EXPOSURE LIMITATIONS
Underlayment
Prepared Roof Cover Maximum
Installation Type Exposure(days)
Black Diamond Base,WinterGuard HT,WinterGuard Sand,WinterGuard Granular
Mechanically attached 180
or MetaLayment
Flintlastic SA Cap,Flintlastic SA Cap FR,Flintlastic GTA or Flintlastic GMS Mechanically attached UNLIMITED
Flintlastic SA Cap,Flintlastic GTA or Flintlastic GMS Adhesive-or mortar-set tile 180
5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct-deck tile roof assemblies, the
maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading
of the roof tiles.
TABLE 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS
Underlayment Tile Profile Staging Method Maximum Slope
Flintlastic GMS or Flintlastic SA Cap All Max.6-tile stack(4 over 2) 4:12
Flintlastic GTA All Max. 10-tile stack 5:12
6. INSTALLATION:
6.1 CertainTeed Roof Underlayments shall be installed in accordance with CertainTeed installation instructions 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 Flintlastic SA NailBase:
6.3.1 Flintlastic SA NailBase is limited to use as a Base Sheet in multi-ply underlayment systems,followed by Flintlastic SA
Cap or Flintlastic SA Cap FR.
Refer to 5. 8 for attachment requirements.
Roof cover limitations are those are those associated with the top-layer underlayment, as set forth in Table 1.
6.4 Flintlastic SA PlyBase or Flintlastic SA Mid Ply:
6.4.1 Flintlastic SA PlyBase and Flintlastic SA Mid Ply are limited to use as a Base Ply or Ply in multi-ply underlayment
systems,followed by Flintlastic SA Cap or Flintlastic SA Cap FR.
Refer to Table 2 for substrate limitations.
Roof cover limitations are those are those associated with the top-layer underlayment, as set forth in Table 1.
6.5 Flintlastic Ultra Glass SA:
6.5.1 Flintlastic Ultra Glass SA is limited to use as a Base Ply in multi-ply underlayment systems,followed by Flintlastic GTA
or Flintlastic GMS.
Refer to Table 2 for substrate limitations.
Roof cover limitations are those are those associated with the top-layer underlayment, as set forth in Table 1.
NEMO ETC,LLC. Evaluation Report 11610.09.08-R22
Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL11288-R21
CertainTeed Roof Underlayments Revision 22:09/09/2021
Page 9 of 10
NEMO I etc.
6.6 Black Diamond Base,WinterGuard, MetaLayment or Flintlastic SA Cap FR:
6.6.1 Shall be installed in compliance with requirements for an approved self-adhering underlayment(ASTM D1970)in FBC
1507.1. 1.1 or 1507.1.1.3 or FBC Residential R905.1.1. 1 or R905.1.1.3 for the type of prepared roof covering to be
installed, and the manufacturer's installation instructions.
When installed over a mechanically attached, FBC Approved ASTM D226 felt,the felt shall be fastened in accordance
with FBC 1507.1. 1 or R905.1. 1.
6.7 Flintlastic SA Cap:
6.7.1 Non-Tile Applications:
Shall be installed in compliance with requirements for an approved self-adhering underlayment(ASTM D1970)in FBC
1507.1.1.1 or 1507.1. 1.3 or FBC Residential R905.1. 1.1 or R905.1.1.3 for the type of prepared roof covering to be
installed, and the manufacturer's installation instructions.
When installed over a mechanically attached, FBC Approved ASTM D226 felt,the felt shall be fastened in accordance
with FBC 1507.1.1 or R905.1. 1.
Refer to FL17670 for use with Apollo® II or Apollo® II Tile photovoltaic shingles.
6.7.2 Tile Applications:
Shall be installed in compliance with requirements for a Self-Adhered Membrane in the FRSA/TRI Florida High Wind
Concrete and Clay Roof Tile Installation Manual,Sixth Edition, and the manufacturer's installation instructions.
Refer to 5. 8 for attachment limitations.
Refer to Table 4 for tile staging limitations.
6.8 Flintlastic GTA:
6.8.1 Shall be installed in compliance with requirements as an alternate to the "Heat Applied Cap Sheet" in the "Two Ply
System" in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the
manufacturer's installation instructions.
Refer to Section 5.8 herein for attachment limitations.
Refer to Table 4 for tile staging limitations.
Refer to FL17670 for use with Apollo® II or Apollo® II Tile photovoltaic shingles.
6.9 Flintlastic GMS:
6.9.1 Shall be installed in compliance with requirements as an alternate to the"Hot Asphalt Applied Cap Sheet"in the"Two
Ply System" in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and
the manufacturer's installation instructions.
Refer to Section 5.8 herein for attachment limitations.
Refer to Table 4 for tile staging limitations.
Refer to FL17670 for use with Apollo® II or Apollo® II Tile photovoltaic shingles.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product.
8. MANUFACTURING PLANTS:
Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer to
Section 4 herein for products and production locations having met codified material standards.
9. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (360) 817-5512;Vinycia.SemanPul.com
END OF EVALUATION REPORT—
NEMO ETC,LLC. Evaluation Report 11610.09.08-R22
Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVH2 EVALUATION FL11288-R21
CertainTeed Roof Underlayments Revision 22:09/09/ 2021
Page 10 of 10
3/20/23,3:03 PM Florida Building Code Online
FCONlOA 0[PARTM6M GF fj7 ..
I . ..Business & Professional Regulation
BC'S Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search
d
IOfitl3
Product Approvalpr ,0,USER:Public User
w
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL2533-R28
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer CertainTeed, LLC(Roofing)
Address/Phone/Email 20 Moores Road
Malvern, PA 19355
610) 893-5945
Alex.T.James@saint-gobain.com
Authorized Signature Alex James
Ales.T.James@saint-gobain.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 08/08/2025
Validated By John W. Knezevich, PE
Validation Checklist- Hardcopy Received
Certificate of Independence FL2533 R28 COI 2022 01 COI NIEMINEN.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM D2178 2015
ASTM D41 2011
ASTM D4601 2012
ASTM D4897 2009
ASTM D6163 2015
ASTM D6164 2011
ASTM D6222 2011
ASTM D6509 2015
ASTM G155 2013
FM 4470 2016
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvwelwRFXRvHOHSbaIV%2f8EtS5sQ5xpQnXE3VX9eS0rulw%3d%3d 1/2
3/20/23,3:03 PM Florida Building Code Online
FM 4474 2011
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/15/2022
Date Validated 04/15/2022
Date Pending FBC Approval 04/16/2022
Date Approved 06/07/2022
Date Revised 01/26/2023
Summary of Products
FL# Model, Number or Name Description
2533.1 Flintlastic Modified Bitumen Modified Bitumen Roof Systems
Roof Systems for use in
FBC non-HVHZ
jurisdictions
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL2533 R28 II 2022 04 14 FINAL Al ER CERTAINTEED MODBIT FL2533-
Approved for use outside HVHZ:Yes R28.pdf
Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166
Design Pressure: +N/A/-635 Created by Independent Third Party: Yes
Other: 1.) Refer to ER Section 5 for Limits of Evaluation Reports
Use. 2.)The design pressure noted in this FL2533 R28 AE 2022 04 14 FINAL ER CERTAINTEED MODB11 FL2533 •
application relates to one specific system. 1328.psaf
Refer to the ER Appendix for all systems and Created by Independent Third Party: Yes
max design pressures.
Back L.--.j
Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850.487-1824
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Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
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Safe
SCcuritvMETRICs'
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NEMoIetc.
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
TABLE DECK APPUCATION TYPE DESCRIPTION PAGE
lA Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 6
1B Wood New or Reroof(Tear-Off) A-2 Mechanically Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 7- 8
is Wood New,Reroof(Tear-Off)or Recover B-1 Mechanically Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 9
1D Wood New,Reroof(Tear-Off)or Recover C-1 Mechanically Attached Insulation,Bonded Roof Cover 9- 11
lE Wood New,Reroof(Tear-Off)or Recover D-2 Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 11-13
1F Wood New,Reroof(Tear-Off) E-2 Non-Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 13- 16
1G Wood New,Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 16-18
1H Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 18
2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B-1 Mechanically Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 19-21
28 Steel or Structural concrete New,Reroof(Tear-Off)or Recover C-1 Mechanically Attached Insulation,Bonded Roof Cover 22- 25
2c Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 26- 28
3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 29- 37
3B Structural concrete New or Reroof(Tear-Off) A-3 Bonded Temp Roof/Vapor Barrier,Bonded Insulation,Bonded Roof Cover 37
3c Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 38
4A LWIC/steel New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 39-40
48 LWIC/structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 41-45
4c LWIC/structural concrete New,Reroof(Tear-Off) A-1 Bonded Vapor Barrier,Bonded Insulation,Bonded Roof Cover 46-47
4D LWIC/steel New or Reroof(Tear-Off) A-2 Mechanically Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 48-50
4E LWIC/steel or struct.conc. New or Reroof(Tear-Off) E-2 Non-Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 51- 55
4F LWIC/steel Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 56
40 LWIC/steel Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 56
5A Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 57-58
SB Cementitious wood fiber New or Reroof(Tear-Off)or Recover A-2 Mechanically Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 59
Sc Cementitious wood fiber Reroof(Tear-Off)or Recover C-1 Mechanically Attached Insulation,Bonded Roof Cover 60
5D Cementitious wood fiber New,Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 60
6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 61- 62
6B Existing gypsum Reroof(Tear-Off) A-2 Mechanically Attached Anchor Sheet,Bonded insulation,Bonded Roof Cover 63
6c Existing gypsum Reroof(Tear-Off) C-1 Mechanically Attached Insulation,Bonded Roof Cover 64
60 Existing gypsum Reroof(Tear-Off) E-2 Non-Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 64
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 65-70
78 Various Recover F Non-Insulated,Bonded Roof Cover 70
NEMO ETC,LLC Evaluation Report 3520.03.04-R29 for FL2533-R28
Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION(Method 1D) Revision 29: 04/ 14/ 2022
2019 NEMO ETC,LLC CertainTeed Flintlastic'Modified Bitumen Roof Systems,(610)893-5400 Appendix 1,Page 1 of 70
NEMO I etc.
The following notes apply to the systems outlined herein:
1 The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having
Jurisdiction.
2 Unless otherwise noted,fasteners and stress plates shall be as follows. Fasteners shall be of sufficient length for the following engagements:
FASTENER/PLATE OPTIONS
DECK TYPE BY FBC FILE PARTS MINIMUM ENGAGEMENT
Altenloh,Brinck and Co.U.S.,Inc. FL4500 Trufast#14 HD with Trufast 3"Metal Insulation Plates
Minimum''%-inch plywood penetration or
Wood OMG,Inc. FL699 OMG#14 Roofgrip with AccuTrac Plates or OMG#14 Heavy Duty with OMG 3 in.Galvalume Steel Plate
minimum 1-inch wood plank embedment
SFS Group USA,Inc. FL20311 Dekfast DF-#14-PH3 with Dekfast PLT-H-2-7/8 or Dekfast PLT-R-3.
Altenloh,Brinck and Co.U.S.,Inc. FL4500 Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates
Steel OMG,Inc. FL699
OMG#12 or#14 Roofgrip with AccuTrac Plates or OMG#12 Standard or OMG#14 Heavy Duty with Minimum%-inch steel penetration and engage the
OMG 3 in.Galvalume Steel Plate top flute of the steel deck
SFS Group USA,Inc. FL20311 Dekfast DF-#12-PH3 or DF-#14-PH3 with Dekfast PLT-H-2- 7/8 or Dekfast PLT-R-3.
Altenloh,Brinck and Co.U.S.,Inc. FL4500 Trufast#14 HD or Trufast Fluted Concrete Nail with Trufast 3"Metal Insulation Plates
Structural OMG#14 Roofgrip with AccuTrac Plates or OMG#14 Heavy Duty or CD-10 with OMG 3 in.Galvalume
Minimum 1-inch embedment. Fasteners installed
Concrete
OMG,Inc. FL699
Steel Plate
with a pilot hole in accordance with the fastener
manufacturer's published installation instructions
SFS Group USA,Inc. FL20311 Dekfast DF-#14-PH3 with Dekfast PLT-H-2- 7/8 or Dekfast PLT-R-3.
3 Unless otherwise noted,insulation may be any one layer or combination of FBC Approved(Local or Statewide)board(s)that meet FBC 1505 and,for foam plastic,FBC Chapter 26,when installed with the roof
cover.
4 Minimum 200 psi,minimum 2-inch FBC Approved lightweight insulating concrete may be substituted for,or installed below,rigid insulation board for System Types B-i,C-1,C-2,D-1 or D-2,whereby fasteners
are installed through the lightweight insulating concrete to engage the structural deck. The structural deck shall be of equal or greater type,thickness and strength to the steel and structural concrete deck
listings. Roof decks and structural memhers shall he in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. This is a wind uplift resistance allowance and does not purport
to address non-wind-uplift-related issues,such as deck venting or moisture levels within the Lightweight Concrete and the potential effect on overlying components.
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(February 2020).
6 Unless otherwise noted,insulation adhesive application rates are as follows.
Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions.
When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,board joints shall be staggered.
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.
INSULATION ADHESIVE REFERENCES
By FBC FILE ADHESIVE REFERENCE MINIMUM RATE NOTE
DuPont de Nemours,Inc. FL720 Insta Stik Quik Set Insta Stick Continuous 0. 75 to 1 inch wide ribbons,12-inch o.c
H.B.Fuller Company FL1800 Millennium One Step Foamable Adhesive M-OSFA Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
H.B.Fuller Company FL1800 Millennium PG-1 Pump Grade Adhesive M-PG1 Continuous 0.5 to 0.75-inch wide ribbons,12-inch o.c.
ICP Construction,Inc. FL22256 Polyset Board-Max Polyset BM Continuous 3-inch wide ribbons,12-inch o.c.
ICP Construction,Inc. FL1365 Polyset Commercial Roofing Adhesive Polyset CRA Continuous 2.5 to 3-inch wide ribbons,12-inch o.c. Formerly Polyset CR-20
OMG,Inc.FL1608 OlyBond 500 Adhesive Fastener OB500 Continuous 0.75-inch wide ribbons,12-inch o.c. PaceCart,SpotShot or Canister dispensing
If applying hot asphalt to concrete deck,deck shall
Generic,ASTM D312,Type IV N/A hot asphalt N/A Full coverage at 25-30 lbs/square
be primed with ASTM D41 primer
NEMO ETC,LLC Evaluation Report 3520.03. 04-R29 for FL2533-R28
Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION(Method 10) Revision 29: 04/14/2022
2019 NEMO ETC,LLC CertainTeed FlintlasticR Modified Bitumen Roof Systems,(610) 893-5400 Appendix 1,Page 2 of 70
NEMO I etc.
7 Unless otherwise noted,all insulations are flat-stock or taper board of the minimum thickness noted. Tapered polyisocyanurate 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 MDP listings in the tables;rather if MDP 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.
MDP LIMITATIONS FOR TAPERED POLYISOCYANURATE INSULATIONS
ADHESIVE
INSULATION MIN.TAPERED
MDP(vsF)
LISTED PRODUCT FBC FILE THICKNESS(IN)
Insta Stik Any polyisocyanurate listed with adhesive herein Various 1.0 120.0
M-OSFA Any polyisocyanurate listed with adhesive herein Various 1.0 157.5
M-PG1 Any polyisocyanurate listed with adhesive herein Various 1.0 157.5
Polyset CRA Any polyisocyanurate listed with adhesive herein Various 1.0 117.5
OB500 Rmax Multi-Max FA3 FL11207 0.5 45.0
OB500 Hunter H-Shield FL5968 0.5 315.0
06500 Johns Manville ENRGY 3 FL4205 0.5 315.0
013500 I
Atlas Roofing ACFoam II FL17989 0.5 487.5
8 For adhered roof insulation and board-size: Unless otherwise noted,refer to Section 2.2.10.6.2 of FM Loss Prevention Data Sheet 1-29(February 2020).
9 For mechanically attached components or partially-bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in
accordance with FBC Chapter 16. Elevated pressure zones 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,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisks carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(February 2020)for Zone 2/ 3 enhancements.
10 For assemblies with all components fully bonded,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No
rational analysis is permitted for these systems.
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.
12 For bonded insulation or membrane over existing substrates in a re-roof( tear off)or recover installation,the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be
installed. If any surface conditions exist that bring system performance into question,field uplift testing shall be conducted on mock-ups of the proposed new roof assembly. For bonded insulation or membrane
over existing substrates in a recover installation,the existing roof system 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. Field uplift testing shall be in accordance with ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13 Refer to FBC 1511 for requirements and limitations regarding recover installations. For Structural Concrete Deck or Recover Applications using System Type C-1 the base insulation layer is optional and for System
Type C-2,D-1 or D-2,the insulation is optional. Alternatively,an FBC Approved insulation board or coverboard may be used as a separation layer. Board products shall be preliminarily attached prior to roof
cover installation(Note 5 herein). The separator component shall be documented as meeting FBC 1505 and,for foam plastic,FBC Chapter 26,when installed with the roof cover in Recover applications.
14 Lightweight insulating concrete(LWIC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific L VIC is referenced,refer to current
LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted,for systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. In all cases,the
minimum top-coat thickness is 2-inches. For LWIC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1. For"pre-existent"LWIC references,listings were established through testing over
lightweight concrete cast using only foaming agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC
CER1592). Use of these listings in new construction or re-roof(tear-off)applications is at the discretion of the Designer or Record and Authority Having Jurisdiction.
NEMO ETC,LLC Evaluation Report 3520.03.04-R29 for FL2533-R28
Certificate of Authorization#32455 7''EDITION(2020)FBC NON-HVHZ EVALUATION(Method 10) Revision 29: 04/14/2022
2019 NEMO ETC,LLC CertainTeed Flintlastic•Modified Bitumen Roof Systems,(610) 893-5400 Appendix 1,Page 3 of 70
NEMO I etc.
15 For bonded membrane applications,unless otherwise noted,refer to the following.
MEMBRANE/ADHESIVE COMBINATIONS
REFERENCE LAYER MATERIAL APPLICATION
Base Ply: Flintlastic Base 20,Flintlastic Poly SMS Base Sheet,Flintlastic Ultra Poly SMS Base
Note: Base ply cures overnight prior to application of the ply or cap ply.Karnak No.81 Cold Process Modified Bitumen Adhesive Brush Grade
SBS-CAI
Ply: Flintlastic Base 20,Flintlastic Poly SMS Base Sheet,Flintlastic Ultra Poly SMS Base at 1 gal/square
Cap Ply: Flintlastic FR-P,Flintlastic FR-P CoolStar,Flintlastic Premium FR-P,Flintlastic Premium FR-P CoolStar,Flintlastic GMS
BP-CA2 Base Ply: Glasbase Base Sheet,All Weather/Empire Base Sheet,Flintlastic Base 20
Base Ply: Flintlastic Base 20,Flintlastic Poly SMS Base Sheet,Flintlastic Ultra Poly SMS Base
SBS-CA2 Ply: Flintlastic Base 20,Flintlastic Poly SMS Base Sheet,Flintlastic Ultra Poly SMS Base
Henry#903 Adhesive at 1.5 gal/square.
Cap Ply: Flintlastic FR-P,Flintlastic FR-P CoolStar,Flintlastic Premium FR-P,Flintlastic Premium FR-P CoolStar,Flintlastic GMS
BP-CA3 Base Ply: Glasbase Base Sheet,All Weather/Empire Base Sheet,Flintlastic Base 20
Base Ply: Flintlastic Base 20,Flintlastic Poly SMS Base Sheet,Flintlastic Ultra Poly SMS Base HB Fuller"Millennium Hurricane Force Membrane Adhesive",beads
SBS CA3 Ply: Flintlastic Base 20,Flintlastic Poly SMS Base Sheet,Flintlastic Ultra Poly SMS Base spaced 6-inch o.c.
Cap Ply: Flintlastic FR-P,Flintlastic FR-P CoolStar,Flintlastic Premium FR-P,Flintlastic Premium FR-P CoolStar,Flintlastic GMS
Base Ply: Flintlastic Base 20,Flintlastic Poly SMS Base Sheet,Flintlastic Ultra Poly SMS Base
Note: Base ply cures overnight prior to application of the ply or cap ply.FlintBond Brush or Tropical Roofing Products#216 Modified
SBS-CA4
Ply: Flintlastic Base 20,Flintlastic Poly SMS Base Sheet,Flintlastic Ultra Poly SMS Base Bitumen Adhesive at 1 to 1.5 gal/square.
Cap Ply: Flintlastic FR-P,Flintlastic FR-P CoolStar,Flintlastic Premium FR-P,Flintlastic Premium FR-P CoolStar,Flintlastic GMS
Base Ply: Glasbase Base Sheet,All Weather/Empire Base Sheet,Flintlastic Base 20
BP-AA hot asphalt at 20-40 lbs/square
Ply: One or more Flintglas Ply 4
BP-AA2 Base Ply: Flintglas MS Cap(inverted) hot asphalt in 24-inch diameter spots in 30-inch grid pattern
BP-AA3 Base Ply: Flintglas MS Cap(inverted) hot asphalt in 9-inch diameter spots in grid pattern noted herein.
BP-AA4 Base Ply: Flintglas MS Cap(inverted) hot asphalt in 9-inch wide ribbons spaced as noted herein.
Base Ply: Flintlastic Base 20,Flintlastic Poly SMS Base Sheet,Flintlastic Ultra Poly SMS Base
SBS-AA Ply: One or more Flintlastic Base 20,Flintlastic Poly SMS Base Sheet,Flintlastic Ultra Poly SMS Base hot asphalt at 20-40 lbs/square
Cap Ply: Flintlastic FR-P,Flintlastic FR-P CoolStar,Flintlastic Premium FR-P,Flintlastic Premium FR-P CoolStar,Flintlastic GMS
Base Ply: Flintlastic Ultra Poly SMS Base Sheet,Flintlastic Base 20 T
SBS-TA torch-applied
Ply: One or more Flintlastic Ultra Poly SMS Base Sheet,Flintlastic Base 20 T
Base Ply: One or more Flintlastic APP Base T,Flintlastic STA,Flintlastic STA Plus
APP-TA Flintlastic STA,Flintlastic STA Plus,Flintlastic GTA,Flintlastic GTA CoolStar,Flintlastic GTA-FR,Flintlastic GTA-FR torch-applied
Cap Ply:
CoolStar
SBS SA H Base Ply: Black Diamond Base Sheet,Flintlastic Ultra Glass SA self adhering(activated by overlying membrane)
Base Ply: Flintlastic SA PlyBase,Flintlastic SA Mid Ply
SBS-SA Ply: Flintlastic SA PlyBase,Flintlastic SA Mid Ply self-adhering
Cap Ply: Flintlastic SA Cap,Flintlastic SA Cap CoolStar,Flintlastic SA Cap FR,Flintlastic SA Cap FR CoolStar
NEMO ETC,LIC Evaluation Report 3520. 03.04-R29 for F12533-R28
Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION(Method 10) Revision 29:04/14/2022
2019 NEMO ETC,LLC CertainTeed FlintlasticB Modified Bitumen Roof Systems,(610)893-5400 Appendix 1,Page 4 of 70
NEMO I etc.
16 Vapor barrier options for use over structural concrete deck followed by bonded insulation carry the following MDP limitations. The lesser of the MDP listings below vs.that for the selected assembly from TABLE
3A applies.
VAPOR BARRIER OPTIONS,STRUCTURAL CONCRETE DECK,ADHERED INSULATION
VAPOR BARRIER INSULATION ADHESIVE
OPTION# PRIMER MDP(PSE)
TYPE ATTACH PER TABLE 3A
C-VB-1. FlintPrime QD Flintlastic SA PlyBase Self-adhering OB500,12-inch o.c.82.5
All Weather/Empire Base Sheet, 3-inch wide side laps and 6-inch wide end laps are HB Fuller"Millennium Hurricane Force
C-VB-2. None82.5
sealed with HB Fuller"HB Fuller"Millennium Hurricane Force Lap and Flashing Adhesive" Membrane Adhesive HS",max.6-inch o.c.
M-OSFA or M-PG1,12-inch o.c.
Flintlastic Ultra Poly SMS Base Sheet, 3-inch wide side laps and 6-inch wide end laps are
HB Fuller"Millennium Hurricane Force
C-VB-3. None hot-air-welded,torch-welded or sealed with HB Fuller"HB Fuller"Millennium Hurricane
Membrane Adhesive HS",max.6-inch o.c.
M-OSFA or M-PG1,12-inch o.c. -82.5
Force Lap and Flashing Adhesive"
C-VB-4. FlintPrime QD Black Diamond Base Sheet,Flintlastic Ultra Glass SA or Flintlastic SA Cap Self-adhering M-OSFA or M-PG1,12-inch o.c. -97.5
C-VB-S. FlintPrime QD Black Diamond Base Sheet,Flintlastic Ultra Glass SA or Flintlastic SA Cap Self-adhering M-OSFA or M-PG1,6-inch o.c. -315.0
C-VB-6. FlintPrime QD Flintlastic GTA Torch-applied M-OSFA or M-PG1,12-inch o.c. -420.0
C-VB-7. I FlintPrime QD I Flintlastic Base 20 T I Torch-applied I M-OSFA or M-PG1,12-inch o.c. I -495.0
17 The following products are interchangeable within the scope of this Evaluation Report.
ACCEPTABLE ALTERNATES
SUB-CATEGORY MANUFACTURER FBC FILE LISTED PRODUCT HEREIN ALTERNATE
M-OSFA FlintFast QS Insulation Adhesive
Adhesives H.B.Fuller Company FL1800
M-PG1 FlintFast LV Insulation Adhesive
Trufast#12 DP FlintFast#12 Fastener
Trufast#14 HD FlintFast#14 Fastener
Roofing Altenloh,Brinck and Co.U.S.,
114500
Trufast#15 EHD FlintFast#15 EHD Fastener
Fasteners Inc. Trufast 2"Barbed Metal Seam Plate FlintFast 2"Barbed Seam Plate
Trufast 2. 4"Barbed Metal Seam Plate FlintFast 2.4"Barbed Seam Plate
Trufast 3"Metal Insulation Plate FlintFast 3"Insulation Plate
ACFoam II FlintBoard ISO
Atlas Roofing FL17989
ACFoam III FlintBoard ISO Cold
Roofing H-Shield FlintBoardH ISO
Insulation Hunter Panels FL5968
H-Shield CG FlintBoardH ISO Cold
Georgia-Pacific Gypsum,LLC F11250 DensDeck Prime DensDeck StormX Prime Roof Board
18 "MOP"=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.
NEMO ETC,LLC Evaluation Report 3520. 03. 04-R29 for FL2533-R28
Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION(Method 1D) Revision 29:04/14/2022
2019 NEMO ETC,LIC CertainTeed Flintlastic®Modified Bitumen Roof Systems,(610)893-5400 Appendix 1,Page 5 of 70
0 NEMO(etc.
TABLE 1A: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER
Base Insulation Top Insulation Roof Cover(Note 15)
Sys. Deck
Attach Attach Primer 1
MDP
No.
I Note 1) Type
Notes 6,7,8)
Type
Notes 6, 7,8) I I Base Ply I Ply Cap Ply I (
Psf)
SELF-ADHERING SYSTEMS:
Min.1.5-inch Optional)Additional layer(s)of base insulation
Min.15/ 32-inch APA rated M-OSFA or M-OSFA or Optional)SBS-
W-1
CDX plywood,24-inch span
ACFoam II or
M-PG1
and/or min.0.25-inch DensDeck Prime or
M-PG1
FlintPrime QD SBS-SA
SA
SBS-SA -60.0
H-Shield SECUROCK Gypsum-Fiber Roof Board.
Min.15/32-inch APA rated Min.1. 5-inch M-OSFA or (Optional)Additional layer(s)of base insulation M-OSFA or
Optional)SBS-
W-2 CDX plywood,24-inch span, ACFoam II or M-PG1,6- and/or min.0.25-inch DensDeck Prime or M-PG1,6- FlintPrime QD SBS-SASA SBS-SA -97.5
blocked 48-inch o.c. H-Shield inch o.c.SECUROCK Gypsum-Fiber Roof Board. inch o.c.
HYBRID SYSTEMS:
Min.1.5-inch Optional)Additional layer(s)of base insulation Optional)BP-
Min.15/32-inch APA rated M-OSFA or M-OSFA or SBS-AA or
W-3
CDX plywood,24-inch span
ACFoam II or
M-PG1
and/or min.0.25-inch DensDeck Prime or
M-PG1
None SBS-SA-H AA,SBS-AA,SBS-
APP TA -
60.0
H-Shield SECUROCK Gypsum-Fiber Roof Board. TA or APP-TA
Min.15/32-inch APA rated Min.1.5-inch M-OSFA or (Optional)Additional layer(s)of base insulation M-OSFA or Optional)BP-
W-4 CDX plywood,24-inch span, ACFoam II or M-PGI,6- and/or min.0.25-inch DensDeck Prime or M-PG1,6- None SBS-SA-Ii AA,SBS-AA,SBS-
SBS-AA or -
97.5
APP TA
blocked 48-inch o.c. H-Shield inch o.c.SECUROCK Gypsum-Fiber Roof Board. inch o.c. TA or APP-TA
CONVENTIONAL SYSTEMS:
Min.1.5-inch Optional additional layers of base insulation,BP-AA,SBS- (Optional)BP-
Min.15/32-inch APA rated M-OSFA or M-OSFA or SBS-AA or
W-5
CDX plywood,24-inch span
ACFoam II or
M-PG1
followed by min.0.25-inch DensDeck Prime or
M-PG1
None AA,SBS-TA AA,SBS-AA,SBS-
APP TA -
60.0
H-Shield SECUROCK Gypsum-Fiber Roof Board or APP-TA TA or APP-TA
Min.15/32-inch APA rated Min.1.5-inch M-OSFA or Optional additional layers of base insulation, M-OSFA or BP-AA,SBS- (Optional)BP-
W-6 CDX plywood,24-inch span, ACFoam II or M-PG1,6- followed by min.0.25-inch DensDeck Prime or M-PG1,6- None AA,SBS-TA PA,SBS-AA,SBS-
SBS-AA or -
97.5
blocked 48-inch o.c. H-Shield inch o.c.SECUROCK Gypsum-Fiber Roof Board. inch o.c.or APP-TA TA or APP-TA
APP TA
NEMO ETC,LLC Evaluation Report 3520.03. 04-R29 for FL2533-R28
Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION(Method 1D) Revision 29:04/14/2022
2019 NEMO ETC,LLC CertainTeed Flintlastic®Modified Bitumen Roof Systems,(610)893-5400 Appendix 1,Page 6 of 70
1111!)NEMO I etc.
TABLE 16: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED WOOF COVER
Anchor Sheet Base Insulation Top Insulation Roof Cover(Note 15)
Sys.s.Dec
I Attach Attach Primer I I
MOP
No. (Note 1) Type Fasteners Attach Type Type Base Ply Ply Cap Ply (Psf)
Notes 6,7,8) Notes 6,7,8) l
SELF-ADHERING SYSTEMS:
Glasbase Base Sheet,
32 ga.,1-5/8- 9-inch o.c.in 4-
Min.19/32- All Weather/Empire Min.1.5-inch
inch dia.tin inch lap and 12-inch Base Sheet, ACFoam II, Min.0.25-
W-7 plywood, Flintlastic Base 20,
caps with 11 inch o.c.in two
ENRGY 3,H- hot asphalt inch hot asphalt
FlintPrime
SBS-SA (
Optional)
SBS-SA -45.0*
24-inch Poly SMS,Ultra Poly
ga.annular (2),equally Shield or Multi- DensDeck
QD SBS-SA
span SMS or Flintglas MS ring shank spaced,staggered
Max FA3
Cap(inverted)
nails center rows
32 ga.,1-5/8- 8-inch o.c.in 3- hot asphalt full hot asphalt full
Min.19/32- Min.1.5-inch
Glasbase Base Sheet, inch dia.tin inch lap and 8- coverage or M- coverage or M-
inch ACFoam II, Min.0.25-
All Weather/Empire caps with 11 inch o.c.in three OSFA,Insta Stik, OSFA,Insta Stik, FlintPrime Optional)
W-8 plywood, ENRGY 3,H- inch SBS-SA SBS-SA -52.5
Base Sheet,Poly SMS ga.annular (3),equally OB500,Polyset 08500,Polyset QD SBS-SA
24-inch
or Ultra Poly SMS ring shank spaced,staggered
Shield or Multi-
BM or Polyset
DensDeck
BM or Polyset
span
nails center rows
Max FA3
CRA,4-inch o.c. CRA,6-inch o.c.
32 ga.,1-5/8- 8-inch o.c.in 3-
Min.19/32- Min.1.5-inch
inch dia.tin inch lap and 8-
inch ACFoam II, Min.0.25-
Flintglas MS Cap caps with 11 inch o.c.in three FlintPrime Optional)
W-9 plywood,
ga.annular (3),eequally
ENRGY 3,H- hot asphalt inch hot asphalt SSS-SA SBS-SA -52.5
24-inch (
inverted) q y
Shield or Multi- DensDeck
QD SBS-SA
ring shank spaced,staggered
span Max FA3
nails center rows
32 ga.,1- 5/8- 8-inch o.c.in 3- (Optional)Min. hot asphalt full Min.0.25- hot asphalt full
Min.19/32-
Glasbase Base Sheet, inch dia.tin inch lap and 8- 1.5-inch coverage or M- inch coverage or M-
inch
All Weather/Empire caps with 11 inch o.c.in three ACFoam II, OSFA,Insta Stik, SECUROCK OSFA,Insta Stik, FlintPrime Optional)
W-10 plywood,
Base Sheet,Poly SMS ga.annular (3),equally ENRGY 3,H- OB500,Polyset Gypsum- OB500,Polyset QD
SBS-SA
SBS-SA
SBS-SA -60.0
24-inch
or Ultra Poly SMS ring shank spaced,staggered Shield or Multi- BM or Polyset Fiber Roof BM or Polyset
span
nails center rows Max FA3 CRA,4-inch o.c. Board CRA,6-inch o.c.
32 ga.,1-5/8- 8-inch o.c.in 3- (Optional)Min. Min.0.25-
Min.19/32-
inch dia.tin inch lap and 8- 1.5-inch inch
inch
Flintglas MS Capcaps with 11 inch o.c.in three ACFoam II, SECUROCK FlintPrime
W-11 plywood,
g P hot asphalt hot asphalt SBS-SA (
Optional)
SBS-SA -60.0inverted) ga.annular (3),equally ENRGY 3,H- Gypsum- QD SBS-SA
24-inch
ring shank spaced,staggered I Shield or Multi-
11
I I Fiber Roof
span
nails center rows 1 Max FA3 Board
II
HYBRID SYSTEMS:
Glasbase Base Sheet,
32 ga.,1- 5/8- 9-inch o.c.in 4-
Min.19/32- All Weather/Empire Min.1.5-inch
inch Base Sheet,
inch dia.tin inch lap and 12-
ACFoam II,
Optional)
SBS-AA
caps with 11 inch o.c.in two BP-AA,SBS-
W-12 plywood, Flintlastic Base 20, ENRGY 3,H- hot asphalt None N/A None SBS-SA-H or APP- -45.0*
24-inch Poly SMS,Ultra Poly
ga.annular (2),equally
Shield or Multi-
AA,SBS-TA
TA
span SMS or Flintglas MS
ring shank spaced,staggered
Max FA3
or APP-TA
Cap(inverted)
nails center rows
NEMO ETC,LLC Evaluation Report 3520.03. 04-R29 for FL2533 P23
Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION(Method 1D) Revision 29:04/14/2022
02019 NEMO ETC,LLC CertainTeed Flintlastic'Modified Bitumen Roof Systems,(610)893-5400 Appendix 1,Page 7 of 70
11!)NEMO I etc.
TABLE 1B: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER
Anchor Sheet Base Insulation Top Insulation Roof Cover(Note 15)
Sys. Deck MOP
Attach I Attach Primer
No. (Note 1) Type Fasteners Attach Type Type Base Ply Ply Cap Ply (Psf)
Notes 6,7,8) Notes 6, 7, 8)
32 ga.,1-5/8- 8-inch o.c.in 3-
Min.19/32- Min.1.5-inch
inch dia.tin inch lap and 8- Optional)
inch Glasbase Base Sheet ACFoam II, SBS-AA
caps with 11 inch o.c.in three BP-AA,SBS-
W-13 plywood at or Flintglas MS Cap ENRGY 3,H- hot asphalt None N/A None SBS-SA-H or APP- -60.0
ga.annular (3),equally AA,SBS-TA
max.24- (inverted)Shield or Multi- TA
nch
ring shank spaced,staggered
Max FA3
or APP-TA
inails center rows
CONVENTIONAL SYSTEMS:
Glasbase Base Sheet,
32 ga.,1-5/8- 9-inch o.c.in 4-
Min.19/32- All Weather/Empire Min.1.5-inch
inch dia.tin inch lap and 12-BP-AA, (Optional)
inch Base Sheet, ACFoam II, Min.0.25- SBS-AA
caps with 11 inch o.c.in two FlintPrime SBS-AA, BP-AA,SBS-
W-14 plywood, Flintlastic Base 20, ENRGY 3,H- hot asphalt inch hot asphalt or APP- -45.0`
24-inch Poly SMS,Ultra Poly
ga.annular (2),equally Shield or Multi- DensDeck
QD SBS-TA or AA,SBS-TA
TA
ring shank spaced,staggered APP-TA or APP-TA
span SMS or Flintglas MS Max FA3
nails center rows
Cap(inverted)
32 ga.,1-5/8- 8-inch o.c.in 3- hot asphalt full hot asphalt full
Min.19/32- Min.1.5-inch
Glasbase Base Sheet, inch dia.tin inch lap and 8- coverage or M- coverage or M- BP-AA, (Optional)
inch ACFoam II, Min.0.25- SBS-AA
All Weather/Empire caps with 11 inch o.c.in three OSFA,Insta Stik, OSFA,Insta Stik, FlintPrime SBS-AA, BP-AA,SBS-
W-15 plywood, ENRGY 3,H- inch or APP- -52.5
Base Sheet,Poly SMS ga.annular (3),equally 013500,Polyset 08500,Polyset QD SBS-TA or AA,SBS-TA
24-inch
or Ultra Poly SMS ring shank spaced,staggered
Shield or Multi-
BM or Polyset
DensDeck
BM or Polyset APP-TA or APP-TA
TA
span
nails center rows
Max FA3
CRA,4-inch o c CRA,6-inch o.c.
32 ga.,1-5/8- 8-inch o.c.in 3- (Optional)Min. hot asphalt full Min.0.25- hot asphalt full
Min.19/32-
inch
Glasbase Base Sheet, inch dia.tin inch lap and 8- 1.5-inch coverage or M- inch coverage or M- BP-AA, (Optional)
SBS-AA
All Weather/Empire caps with 11 inch o.c.in three ACFoam II, OSFA,Insta Stik, SECUROCK OSFA,Insta Stik, SBS-AA, BP-AA,SBS-
W-16 plywood,
Base Sheet,Poly SMS ga.annular (3),equally ENRGY 3,H- OB500,Polyset Gypsum- OB500,Polyset
None
SBS-TA or AA,SBS-TA
or APP- -60.0
24-inch
or Ultra Poly SMS ring shank spaced,staggered Shield or Multi- BM or Polyset Fiber Roof BM or Polyset APP-TA or APP-TA
TA
span
nails center rows Max FA3 CRA,4-inch o.c. Board CRA,6-inch o.c.
NEMO ETC,LLC Evaluation Report 3520. 03.04-R29 for FL2533-R28
Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION(Method 1D) Revision 29:04/14/2022
2019 NEMO ETC,LLC CertainTeed Flintlastic•Modified Bitumen Roof Systems,(610)893-5400 Appendix 1,Page 8 of 70
NEMO I etc.
TABLE lc: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE B-1: MECHANICALLY ATTACHED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER
Base Insulation Layer Top Insulation Layer Roof Cover(Note 15)
System
Note 1) Type
I
Fasteners Attach Type
Attach
Notes b,7,8)
Base Ply Ply Cap Ply P f)
HYBRID SYSTEMS:
Min.15/32-inch Min.1.5-inch Trufast#12 DP or#14 HD hot asphalt,M-OSFA,
1 per
W-17 plywood,24- ACFoam II or H- with Trufast 3"Metal
1. 3 ft'
Min.1.5-inch ACFoam II or H-Shield M-PG1 Insta Stik, SBS-SA-H (Optional)APP-TA APP-TA -67.5
inch span Shield Insulation Plates OB500
CONVENTIONAL SYSTEMS:
Min.0.5-inch Structodek High
Min.23/32-inch Min.1.5-inch Optional)BP-AA,
1 per Density Fiberboard Roof Insulation, BP-AA or SBS-AA or
W-18 plywood,24- ACFoam II,ENRGY Note 2
2.0 ft2
min.0.75 inch FescoBoard
hot asphalt
SBS AA
SBS-AA,SBS-TA or
APP TA -
45.0*
inch span 3 or H-Shield APP-TA
homogeneous)
Min.23/32-inch Min.1.5-inch Min.0.25-inch DensDeck,DensDeck BP-AA,SBS- (Optional)BP-AA,
W-19 plywood,24- ACFoam II,ENRGY Note 2
1
0 ft2
Prime or SECUROCK Gypsum-Fiber hot asphalt AA,SBS-TA SBS-AA,SBS-TA or APP or -
45.0*
TA
inch span 3 or H-Shield Roof Board or APP-TA APP-TA
Min.15/32-inch Min.1. 5-inch Trufast#12 DP or#14 HO
Optional additional layer(s)of base
hot asphalt,M-OSFA,
W-20 plywood,24- ACFoam II or H- with Trufast 3"Metal
1 per insulation followed by Min.0.25-
py M-PG1,Insta Stik, APP-TA 90.0
1.3 ft' inch SECUROCK Gypsum-Fiber Roof
Optional)APP-TA APP-TA
inch span Shield Insulation Plates
board
08500
TABLE 10: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck
Base Insulation Layer
Top Insulation Layer
Primer
Roof Cover(Note 15) MDP
No. Note 1) Type Fasteners Attach Base Ply Ply Cap Ply (psf)
SELF-ADHERING SYSTEMS:
Min.15/ 32-inch (Optional)One or more Trufast#12 DP or#14 HD
Min.0.25-inch SECUROCK 1 per Optional)SBS-
W-21 plywood,24-inch layers,any combination,
Gypsum Fiber Roof Board
with Trufast 3"Metal
3 2
ftNoneSBS-SA
SA
SBS-SA 30.0*
span loose laid Insulation Plate
Min.19/32-inch (Optional)One or more
1 per FlintPrime Optional)SBS-
W-22 plywood,24-inch layers,any combination, I Min.0.25-inch DensDeck Note 2
1.3 ft' Qp
SBS-SA
SA
SBS-SA 45.0
span loose laid
Min.19/32-inch (Optional)One or more Trufast#12 DP or#14 HD
Min.3/8-inch SECUROCK 1 per Optional)SBS-
W-23 plywood,24-inch layers,any combination,
Gypsum-Fiber Roof Board
with Trufast 3"Metal
2 7 ft2
None SBS-SA
SA
SBS-SA 45.0`
span loose laid Insulation Plate
Min.19/32-inch (Optional)One or more Min.1.5-inch ACFoam II,Trufast#12 DP or#14 HD
W-24 plywood,24-inch layers,any combination,ENRGY 3,H-Shield or Multi- with Trufast 3"Metal
1 per FlintPrime
SBS-SA (
Optional)SBS-
SBS-SA 45.0*
2.0 ft' QD SA
span loose laid Max FA3 Insulation Plate
Min.15/32-inch (Optional)One or more
Trufast#14 HD with Trufast 1 per FlintPrime Optional)SBS-
W-25 plywood,24-inch layers,any combination,Min.1.5-inch ACFoam IISBS-SA
3"Metal Insulation Plate 1.6 ft2
I Qp I SA
SBS-SA 52.5
span loose laid
NEMO ETC,LIC Evaluation Report 3520.03.04-R29 for Ft2533-R28
Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION(Method 10) Revision 29:04/14/2022
2019 NEMO ETC,LLC CertainTeed Flintlastic•Modified Bitumen Roof Systems,(610)893-5400 Appendix 1,Page 9 of 70
NEMO 1etc.
TABLE 10: WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION,BONDED R•OF COVER
System Deck Top Insulation Layer Roof Cover(Note 15) MDP
No. Note 1)
Base Insulation Layer
Type Fasteners Attach
Primer
Base PlyPly Cap Ply (Psf)
Min.19/ 32-inch (Optional)One or more Min.1.5-inch ACFoam II,
W-26 plywood,24-inch layers,any combination,ENRGY 3,H-Shield or Multi- Note 2
1 per FlintPrime
SBS-SA (
Optional)SBS-
SBS-SA 60.0
span loose laid Max FA3
1.45 ft2 QD SA
HYBRID SYSTEMS:
Min.15/32-inch (Optional)One or more Trufast#12 DP or#14 HD
Optional)BP-
Min.0.25-inch DensDeck, 1 per SBS-SA- AA,SBS-AA, SBS-AA or
W-27 plywood,24-inch layers,any combination, 30.0*
DensDeck Prime
with Trufast 3"Metal
2.0 ft2
None
H SBS TA or APP- APP-TA
span loose laid Insulation Plate
TA
Min.15/32-inch (Optional)One or more
Trufast#14 HD with Trufast 1 per SBS-SA- (Optional)SBS-
W-28 plywood,24-inch layers,any combination,Min.1.5-inch ACFoam II
3"Metal Insulation Plate 1.6 ft2
None
H TA or APP-TA
APP-TA 52.5
span loose laid
Min.15/ 32-inch (Optional)One or more
Min.1.5-inch ACFoam II,1 per SBS-SA- (Optional)BP-
W-29 plywood,24-inch layers,any combination,
ENRGY 3 or Multi Max FA3
Note 2
1.3
ft2None
H AA or SBS AA
SBS-AA 52.5
span loose laid
Min.19/ 32-inch (Optional)One or more
Optional)BP-
Min.1.5-inch ACFoam II or H- 1 per SBS-SA- AA,SBS-AA, SBS-AA or
W-30 plywood,24-inch layers,any combination,
Shield
Note 2
1.45 ft2
None
H SBS-TA or APP- APP-TA
60.0
span loose laid
TA
Min.15/32-inch (Optional)Min.1.5-Inch,One Trufast#12 DP or#14 HD Optional)SBS-
W-31 plywood,24-inch or more layers,any
Min.1. 5-inch ACFoam II or H-
with Trufast 3"Metal
1 per
None
SBS SA
AA SBS-TA or
SBS AA or
75.0
span combination,loose laid
Shield
Insulation Plate
1.3 ft2 H
APP TA
APP-TA
Min.19/32-inch (Optional)One or more
Min.1.5-inch ACFoam II,1 per SBS-SA- (Optional)SBS-
W-32 plywood,24-inch layers,any combination,
ENRGY 3 or Multi-Max FA3
Note 2
1.3 ft2
None
H TA or APP-TA
APP-TA 82.5
span loose laid
CONVENTIONAL SYSTEMS:
Min.0.5-inch Structodek High Optional)BP-
Min.23/ 32-inch (Optional)One or more
Density Fiberboard Roof 1 per BP-AA or AA,SBS-AA, SBS-AA or
W-33 plywood,24-inch layers,any combination,
Insulation,min.0.75-inch
Note 2
2.00 ft2
None
SBS AA SBS TA or APP- APP-TA
45.0`
span loose laid
FescoBoard(homogeneous) TA
BP-AA,
Min.0.25-inch DensDeck, Optional)BP-
Min.15/32-inch (Optional)One or more Trufast#12 DP or#14 HD SBS-AA,
DensDeck Prime or 1 per AA,SBS-AA, SBS-AA or
W-34 plywood,24-inch layers,any combination,
SECUROCK Gypsum-Fiber
with Trufast 3"Metal
2 0 ft2
None SBS-TA
SBS-TA or APP- APP-TA
45.0*
span loose laid
Roof Board
Insulation Plate
Tor
APP
TA
A
Min.15/32-inch (Optional for Recover)Min. Trufast#12 DP or#14 HD
Min.0.25-inch SECUROCK 1 per Optional)APP-
W-35 plywood,24-inch 1.5-inch,One or more layers,
Gypsum-Fiber Roof Board
with Trufast 3"Metal
1.45 ft2
None APP-TA
TA
APP-TA 60.0
span any combination,loose laid Insulation Plate
NEMO ETC,LLC Evaluation Report 3520.03. 04-R29 for FL2533-R28
Certificate of Authorization#32455 7"EDITION(2020)FBC NON-HVHZ EVALUATION(Method 1D) Revision 29:04/14/2022
2019 NEMO ETC,LLC CertainTeed Flintlastic®Modified Bitumen Roof Systems,(610) 893-5400 Appendix 1,Page 10 of 70
14 NEMO I etc.
TABLE 1D: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck Top Insulation Layer Roof Cover(Note 15) MDP
Base Insulation Layer Primer
No. Note 1) Type Fasteners Attach Base Ply Ply Cap Ply (Psf)
BP-AA,
Min.19/32-inch Min.2-inch ACFoam II, Trufast#12 DP or#14 HD SBS-AA, (
Optional)BP-
Min.0.5-inch SECUROCK 1 perAA,SBS-AA, SBS-AA or
W-36 plywood,24-inch ENRGY 3 or H-Shield,loose
Gypsum-Fiber Roof Board
with Trufast 3"Metal
1 8
None SBS-TA
SBS TA or APP- APP-TA
60.0
span laid. Insulation Plate or APP-
TA
TA
Min.15/32-inch (Optional for Recover)Min. Trufast#12 DP or#14 HD
Min.0.25-inch SECUROCK 1 per Optional)APP-
W-37 plywood,24-inch 1.5-inch,One or more layers,
Gypsum-Fiber Roof Board
with Trufast 3"Metal
1.3 ft2 None APP-TA
TA
APP-TA 67.5
span any combination,loose laid Insulation Plate
TABLE IE-WOOD DECKS NEW-CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE D-2: INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck Insulation Layer(s)(Note 13) Base Sheet Roof Cover(Note 15) MDP
No.Note 1) Type Attach Type Fasteners Attach
Primer
Base Ply Cap Ply (psf)
SELF-ADHERING SYSTEMS:
8-inch o.c.at min.3-inch lap
Min.19/32- Min.1. 5-inch,One FlintPrime
Prelim. and 8-inch o.c.in two(2),Optional)
W-38 inch plywood, or more layers, Flintlastic SA NailBase Note 2 QD at stress SBS-SA -82.5*
24-inch span any combination
Attach equally spaced,staggered
plates
SBS-SA
center rows
OMG#14 HD with OMG 3
6-inch o.c.at min.2-inch lap
Min.15/32- Min.1.5-inch,One in.Round Metal Plate or FlintPrime
Prelim. and 6-inch o.c.in three(3), Optional)
W-39 inch plywood, or more layers, Flintlastic SA NailBase Trufast#12 DP or#14 HD QD at stress SBS-SA -97.5*
Attachequally spaced,staggered SBS-SA
24-inch span any combination with Trufast 3"Metal
center rows
plates
Insulation Plate
OMG#14 HD with OMG 3
6-inch o.c.at min.2-inch lap
Min.15/32- Min.1.5-inch,One in.Round Metal Plate or FlintPrime
Prelim. and 6-inch o.c.in four(4), Optional)
W-40 inch plywood, or more layers, Flintlastic SA NailBase Trufast#12 DP or#14 HD QD at stress SBS-SA -127.5*
Attachequally spaced,staggered SOS-SA
24-inch span any combination with Trufast 3"Metal
center rows
plates
Insulation Plate
HYBRID SYSTEMS:
Glasbase Base Sheet,Flintlastic
OMG#14 HD with OMG 3
Min.15/32- Min.1.5-inch,One in.Round Metal Plate or 6-inch o.c.at 4-inch lap and 6- FlintPrime
Prelim. Base 20,Flintlastic Poly SMS SBS-AA or
W-41 inch plywood, or more layers, Trufast#12 DP or#14 HD inch o.c.in three(3),equally QD at stress SBS-SA-H 97.5
Attach Base Sheet,Flintlastic Ultra APP-TA
24-inch span any combination
Poly SMS Base Sheet
with Trufast 3"Metal spaced,staggered center rows plates
Insulation Plate
Glasbase Base Sheet,Flintlastic
Min.19/32- Min.1.5-inch,One
prelim. Base 20,Flintlastic Poly SMS
7-inch o.c.at 3-inch lap and 7-
SBS-AA or
W-42 inch plywood, or more layers, Note 2 inch o.c.in three(3),equally None SBS-SA-H 105.0
Attach Base Sheet,Flintlastic Ultra APP-TA
I
124-
inch span
I
any combination
I Poly SMS Base Sheet
spaced,staggered center rows
NEMO ETC,LLC Evaluation Report 3520.03. 04-R29 for FL2533-R28
Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION(Method 1D) Revision 29:04/14/2022
2019 NEMO ETC,LLC CertainTeed Flintlastic•Modified Bitumen Roof Systems,(610) 893-5400 Appendix 1,Page 11 of 70
NEMoIetc.
TABLE 1E: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE D-2: INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck Insulation Layer(s)(Note 13) Base Sheet Roof Cover(Note 15) MDP
No.Note 1) Type I Attach
I
Type Fasteners Attach
Primer
Base Ply Cap Ply (Psf)
OMG#14 HD with OMG 3
Glasbase Base Sheet,Flintlastic
Min.15/32- Min.1.5-inch,One in.Round Metal Plate or 6-inch o.c.at 4-inch lap and 6- FlintPrime
Prelim. Base 20,Flintlastic Poly SMS SBS-AA or
W-43 inch plywood, or more layers, Trufast#12 DP or#14 HD inch o.c.in four(4),equally QD at stress SBS-SA-H 127.5
Attach Base Sheet,Flintlastic Ultra APP-TA
24-inch span any combination
Poly SMS Base Sheet
with Trufast 3"Metal spaced,staggered center rows plates
Insulation Plate
CONVENTIONAL SYSTEMS:
Glasbase Base Sheet,All
Min.23/32- Min.1.5-inch,One 12-inch o.c.at 4-inch lap and BP-AA,SBS-
Prelim. Weather/Empire Base Sheet, SBS-AA or
W-44 inch plywood, or more layers, Note 2 36-inch o.c.in two(2),equally None AA,SBS-TA 30.0
24-inch span any combination
Attach Flintlastic Base 20 or Flintglas
spaced,staggered center rows or APP-TA
App TA
MS Cap(inverted)
Glasbase Base Sheet,All
Min.23/ 32- Min.1.5-inch,One 12-inch o.c.at 4-inch lap and BP-AA,SBS-
Prelim. Weather/Empire Base Sheet, SBS-AA or
W-45 inch plywood, or more layers,
Attach Flintlastic Base 20 or Flintglas
Note 2 24-inch o.c.in two(2),equally None AA,SOS-TA
APP-TA -
45.0*
24-inch span any combination
MS Cap(inverted)
spaced,staggered center rows or APP-TA
Min.23/32- Min.1. 5 inch,One
Prelim.
Flintlastic Poly SMS Base 12-inch o.c.at 4-inch lap and BP-AA,SBS-
SBS-AA or
W-46 inch plywood, or more layers, Sheet,Flintlastic Ultra Poly Note 2 36-inch o.c.in two(2),equally None AA,SBS-TA 45.0*
24-inch span any combination
Attach
SMS Base Sheet spaced,staggered center rows or APP-TA
APP-TA
Glasbase Base Sheet,Flintlastic
OMG#14 HD with OMG 3
Base 20,All Weather/Empire Optional)
Min.15/32- Min.1. 5-inch,One in.Round Metal Plate or 6-inch o.c.at 4-inch lap and 6-
Prelim. Base Sheet,Flintlastic Poly BP-AA,SOS- SBS-AA or
W-47 inch plywood, or more layers, Trufast#12 DP or#14 HD inch o.c.in three(3),equally None 97.5
24-inch span any combination
Attach SMS Base Sheet,Flintlastic AA,SBS-TA APP-TA
with Trufast 3"Metal spaced,staggered center rows.
Ultra Poly SMS Base Sheet or or APP-TA
Flintglas MS Cap(inverted)
Insulation Plate
Min.15/32- Min.1.5 inch,One
prelim. OMG#14 HD with OMG 3
6-inch o.c.at 4-inch lap and 6-
W-48 inch plywood, or more layers, Flintlastic APP Base T inch o.c.in three(3),equally None APP-TA APP-TA -97.5
Attach in.Round Metal Plates
24-inch span any combination spaced,staggered center rows.
Glasbase Base Sheet,Flintlastic
One or more Base 20,All Weather/Empire Optional)
Min.15/32- 8-inch o.c.at 4-inch lap and 8-
layers,any Prelim. Base Sheet,Flintlastic Poly Trufast#14 HD with Trufast BP:AA,SOS- SBS-AA or
W-49 inch plywood,
thickness or Attach SMS Base Sheet,Flintlastic 3"Metal Insulation Plate
inch o.c.at three(3)equally None
AA,SBS-TA APP-TA -
97.5
24 inch span
combination Ultra Poly SMS Base Sheet or
spaced,staggered center rows
or APP-TA
Flintglas MS Cap(inverted)
Glasbase Base Sheet,Flintlastic
Min.19/32- Min.1.5-inch,One
Prelim.
Base 20,Flintlastic Poly SMS 7-inch o.c.at 3-inch lap and 7- BP-AA,SBS-
SBS-AA or
W-50 inch plywood, or more layers, Base Sheet,Flintlastic Ultra Note 2 inch o.c.in three(3),equally None AA,SOS-TA 105.0
Attach APP-TA
24-inch span any combination Poly SMS Base Sheet or spaced,staggered center rows or APP-TA
Flintglas MS Cap(inverted)
NEMO ETC,LLC Evaluation Report 3520.03. 04-R29 for FL2533-R28
Certificate of Authorization#32455 7TH EDITION(2020)FSC NON-HVHZ EVALUATION(Method 10) Revision 29:04/14/2022
2019 NEMO ETC,LLC CertainTeed Flintlastic®Modified Bitumen Roof Systems,(610)893-5400 Appendix 1,Page 12 of 70
0 NEMO I etc.
TABLE 1E: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE D-2: INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck Insulation Layer(s)(Note 13) Base Sheet Roof Cover(Note 15) MDP
No.Note 1) Type Attach Type Fasteners Attach
Primer
Base Ply Cap Ply (POI
Dekfast DF-#14-PH3 with
Min.19/32- Min.1.5-inch,One 7-inch o.c.at 3-inch lap and 7-Prelim. PLT-H-2-7/8 or OMG#14 HD
W-51 inch plywood, or more layers, Flintlastic APP Base T inch o.c.in three(3),equally None APP-TA APP-TA -105.0
Attach with OMG 3 in.Round
24-inch span any combination
Metal Plate
spaced,staggered center rows
Glasbase Base Sheet,Flintlastic OMG#14 HD with OMG 3
Optional)
Min.15/32- Min.1.5-inch,One Base 20,Flintlastic Poly SMS in.Round Metal Plate or 6-inch o.c.at 4-inch lap and 6-Prelim.
W-52 inch plywood, or more layers, Base Sheet,Flintlastic Ultra Trufast#12 DP or#14 HD inch o.c.in four(4),equally None
BP AA,SBS- SBS AA or -
127.5
24-inch span anycombination
Attach
PolySMS Base Sheet or with Trufast 3"Metal spaced,
staggeredAA,
SBS-TA APP-TA
p p center rows.
Flintglas MS Cap(inverted) Insulation Plate
or APP-TA
Min.15/32- Min.1.5-inch,One
prelim. OMG#14 HD with OMG 3
6-inch o.c.at 4-inch lap and 6-
W-53 inch plywood, or more layers, Flintlastic APP Base T inch o.c.in four(4),equally None APP-TA APP-TA -127.5
Attach in.Round Metal Plates
24-inch span any combination spaced,staggered center rows.
COLD-APPLIED SYSTEMS:
Glasbase Base Sheet,Flintlastic
Min.15/32- Min.1-inch,One
Base 20,All Weather/Empire
Trufast#12 DP or#14 HD 8-inch o.c.at 4-inch lap and 8-
W-54 inch plywood, or more layers,
Loose- Base Sheet,Flintlastic Poly
with Trufast 3"Metal inch o.c.in three(3),equally None
Optional)
SBS-CA1 -52.5
laid SMS Base Sheet,Flintlastic SBS-CA1
24-inch span any combination
Ultra Poly SMS Base Sheet or
Insulation Plate spaced,staggered center rows
Flintglas MS Cap(inverted)
TABLE 1F: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE E-2: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck Base Sheet Roof Cover(Note 15) MDP
No. Note 1) Base Fasteners I Attach
PNrner
Base Ply Cap Ply (psf)
SELF-ADHERING SYSTEMS:
FlintPrime
Min.15/32-inch 9-inch o.c.at min.3-inch lap and 12-inch
QD at (Optional)
plywood,24-inch Flintlastic SA NailBase Simplex MAXX Cap o.c.in two(2),equally spaced,staggered SBS SA 45.0*
span center rows
stress SBS SA
plates
Min.15/32-inch
Min.1-inch long,12 ga.Simplex
6-inch o.c.at min.2-inch lap and 6-inch
Optional)
W-56 plywood,24-inch Flintlastic SA NailBase
Metal Cap Nails
o.c.in four(4),equally spaced, None
SBS SA
SBS-SA 52.5
span staggered center rows
Min.19/ 32-inch 32 ga.,1-5/8-inch dia.tin caps 8-inch o.c.at min.2-inch lap and 8-inch
Optional)
W-57 plywood,24-inch Flintlastic SA NailBase with 11 ga.annular ring shank o.c.in three(3),equally spaced, None SBS-SA 52.5
span nails staggered center rows
SBS-SA
NEMO ETC,LLC Evaluation Report 3520.03. 04-R29 for FL2533-R28
Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION(Method 10) Revision 29:04/14/2022
2019 NEMO ETC,LLC CertainTeed Flintlastics Modified Bitumen Roof Systems,(610)893-5400 Appendix 1,Page 13 of 70
NEMoIetc.
TABLE 1F: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE E-2: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck Base Sheet
Primer
Roof Cover(Note 15) MDP
No. Note 1) Base Fasteners Attach Base Ply Cap Ply (psf)
APA rated,min. FlintPrime (Optional)
8-inch o.c.at min.3-inch lap and 8-inch
7/16 CAT,0.418 QD at Flintlastic SA
W-58
n.,Exposure 1,
Flintlastic SA NailBase Simplex MAXX Cap o.c.in three(3),equally spaced,
stress Mid Ply,self-
SBS-SA 52.5
OSB,24-inch span
staggered center rows
plates adhering
Min.19/32-inch 32 ga.,1-5/8-inch dia.tin caps 8-inch o.c.at min.2-inch lap and 8-inch
Optional)
W-59 plywood,24-inch Flintlastic SA NailBase with 11 ga.annular ring shank o.c.in three(3),equally spaced, None
SBS-SA
SBS-SA 60.0
span nails staggered center rows
FlintPrime
Min.15/32-inch 8-inch o.c.at min.3-inch lap and 8-inch
QD at (Optional)
W-60 plywood,24-inch Flintlastic SA NailBase Simplex MAXX Cap o.c.in three(3),equally spaced, SBS-SA 67.5
stress SBS-SA
span staggered center rows
plates
Min.19/32-inch 32 ga.,1-5/8-inch dia.tin caps 6-inch o.c.at min.2-inch lap and 6-inch
Optional)
W-61 plywood,24-inch Flintlastic SA NailBase with 11 ga.annular ring shank o.c.in four(4),equally spaced, None
SBS SA
SBS-SA 75.0
span nails staggered center rows
Min.15/32-inch Cap nails:1-inch diameter,0.032- 7-inch o.c.at min.4-inch laps and 7-inch
Optional)
W-62 plywood,24-inch Flintlastic SA NailBase inch metal cap with 0.120"shank o.c.in five(5),equally spaced,staggered None
SBS-SA
SBS-SA 75.0
span diameter,annular ring shank nails center rows
Min.19/32-inch 32 ga.,1-5/8-inch dia.tin caps 4-inch o.c.at min.2-inch lap and 4-inch
Optional)
W-63 plywood,24-inch Flintlastic SA NailBase with 11 ga.annular ring shank o.c.in four(4),equally spaced, None
SBS-SA
SBS-SA 105.0
span I I nails staggered center rows
HYBRID SYSTEMS:
Glasbase Base Sheet,Flintlastic Base 20,All
Min.19/32-inch 32 ga.,1-5/8-inch dia.tin caps 9-inch o.c.at 4-inch lap and 12-inch o.c.
Weather/Empire Base Sheet,Flintlastic Poly SBS-AA or
W-64 plywood,24-inch
SMS Base Sheet,Flintlastic Ultra Poly SMS
with 11 ga.annular ring shank in two(2),equally spaced,staggered None SBS-SA-H
APP TA
45.0`
span
Base Sheet
nails center rows
Glasbase Base Sheet,Flintlastic Base 20,All
Min.15/32-inch 6-inch o.c.at 3-inch lap and 6-inch o.c.in
Weather/Empire Base Sheet,Flintlastic Poly Min.1-inch long,12 ga.Simplex SBS-AA or
W-65 plywood,24-inch 52.5
SMS Base Sheet,Flintlastic Ultra Poly SMS Metal Cap Nails
four(4),equally spaced,staggered None SBS-SA-H
APP TA
span center rows
Base Sheet
Min.19/ 32-inch Glasbase Base Sheet,Flintlastic Base 20,32 ga.,1-5/8-inch dia.tin caps 8-inch o.c.at 4-inch lap and 8-inch o.c.in
SBS-AA or
W-66 plywood,24-inch Flintlastic Poly SMS Base Sheet,Flintlastic with 11 ga.annular ring shank three(3),equally spaced,staggered None SBS-SA-H 52.5
APP TA
span Ultra Poly SMS Base Sheet nails center rows
Min.19/32-inch Glasbase Base Sheet,Flintlastic Base 20,32 ga.,1-5/8-inch dia.tin caps 8-inch o.c.at 4-inch lap and 8-inch o.c.in
SBS-AA or
W-67 plywood,24-inch Flintlastic Poly SMS Base Sheet,Flintlastic with 11 ga.annular ring shank three(3),equally spaced,staggered None SBS-SA-H 60.0
APP TA
span Ultra Poly SMS Base Sheet nails center rows
Min.19/32-inch Glasbase Base Sheet,Flintlastic Base 20,32 ga.,1-5/8-inch dia.tin caps 6-inch o.c.at 4-inch lap and 6-inch o.c.in
SBS-AA or
W-68 plywood,24-inch Flintlastic Poly SMS Base Sheet,Flintlastic with 11 ga.annular ring shank four(4),equally spaced,staggered None SBS-SA-H 82.5
APP TA
span Ultra Poly SMS Base Sheet nails center rows
NEMO ETC,LLC Evaluation Report 3520.03.04-R29 for FL2533-R28
Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION(Method 10) Revision 29:04/14/2022
2019 NEMO ETC,LLC CertainTeed Flintlastic°Modified Bitumen Roof Systems,(610) 893-5400 Appendix 1,Page 14 of 70
ONEMO I etc.
TABLE 1F: WOOD DECKS—NEW CONSTRUCTION oR REROOF(TEAR-OFF)
SYSTEM TYPE E-2: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck Base Sheet Roof Cover(Note 15) MDP
Primer
No. Note 1) Base Fasteners Attach Base Ply Cap Ply (psf)
Min.19/32-inch Glasbase Base Sheet,Flintlastic Base 20,32 ga.,1-5/8-inch dia.tin caps 4-inch o.c.at 3-inch lap and 4-inch o.c.in
585 AA or
W-69 plywood,24-inch Flintlastic Poly SMS Base Sheet,Flintlastic with 11 ga.annular ring shank four(4),equally spaced,staggered None SBS-SA-H
APP TA
105.0
span Ultra Poly SMS Base Sheet nails center rows
CONVENTIONAL SYSTEMS:
Glasbase Base Sheet,Flintlastic Base 20,All
Min.19/32-inch 32 ga.,1-5/8-inch dia.tin caps 9-inch o.c.at 4-inch lap and 12-inch o.c. BP-AA,
W-70 plywood,24-inch
SBS-
Weather/Empire Base Sheet,Flintlastic Poly
with 11ga.annular ringshank in two(2),equally spaced,staggered None AA,SBS-TA or
SBS-AA or -
45.0*P y
SMS Base Sheet,Flintlastic Ultra Poly SMS q y p gg
APP-TA
span nails center rows APP-TA
Base Sheet or Flintglas MS Cap(inverted)
Glasbase Base Sheet,Flintlastic Base 20,All Optional)BP-
Min.15/32-inch 9-inch o.c.at 2-inch lap and 18-inch o.c.
W-71 plywood,24-inch
Weather/Empire Base Sheet,Flintlastic Poly Simplex MAXX Cap in two(2),equally spaced,staggered None
AA,SBS-AA, SBS-AA or
45.0*
SMS Base Sheet or Flintglas MS Cap SBS-TA or APP-TA
span center rows
inverted) APP-TA
Min.15/32-inch 9-inch o.c.at 2-inch lap and 18-inch o.c.
Optional)
W-72 plywood,24-inch Flintlastic APP Base T Simplex MAXX Cap in two(2),equally spaced,staggered None APP-TA 45.0*
APP-TA
span center rows
Glasbase Base Sheet,Flintlastic Base 20,All Optional)BP-
Min.15/32-inch
Weather/Empire Base Sheet,Flintlastic Poly Min.1-inch long,12 ga.Simplex
6-inch o.c.at 3-inch lap and 6-inch o.c.in
AA,SBS-AA, SBS-AA or
W-73 plywood,24-inch four(4),equally spaced,staggered None 52.5
SMS Base Sheet,Flintlastic Ultra Poly SMS Metal Cap Nails SBS-TA or APP-TA
span center rows
Base Sheet or Flintglas MS Cap(inverted)APP-TA
Glasbase Base Sheet,Flintlastic Base 20,All
Min.19/32-inch 32 ga.,1-5/8-inch dia.tin caps 8-inch o.c.at 4-inch lap and 8-inch o.c.in BP-AA,
W-74 plywood,24-inch
SBS-
Weather/Empire Base Sheet,Flintlastic Poly
with 11 ga.annular ring shank three(3),equally spaced,staggered None AA,SBS-TA or
SBS-AA or -
52.5
SMS Base Sheet,Flintlastic Ultra Poly SMS APP-TA
span nails center rows APP-TA
Base Sheet or Flintglas MS Cap(inverted)
Min.15/32-inch
Glasbase Base Sheet,Flintlastic Base 20,All
9-inch o.c.at 2-inch lap and 12-inch o.c.
Optional)BP-
W-75 plywood,24-inch
Weather/Empire Base Sheet,Flintlastic Poly Simplex MAXX Cap in two(2),equally spaced,staggered None
AA,SBS-AA, SBS-AA or -
52.5
SMS Base Sheet or Flintglas MS Cap SBS-TA or APP-TA
span
inverted)
center rows
APP TA
Min.15/32-inch 9-inch o.c.at 2-inch lap and 12-inch o.c.Optional)
W-76 plywood,24-inch Flintiastic APP Basel- Simplex MAXX Capin two(2),equally spaced,staggered None APP-TA 52.5
APP-TA
span center rows
Glasbase Base Sheet,Flintlastic Base 20,All
Min.19/32-inch 32 ga.,1-5/8-inch dia.tin caps 8-inch o.c.at 4-inch lap and 8-inch o.c.in BP-AA,
W-77 plywood,24-inch
SBS-
Weather/Empire Base Sheet,Flintlastic Poly
with 11ga.annular ringshank three(3),equally spaced,staggered None AA,SBS-TA or
SBS-AA or -
60.0py
SMS Base Sheet,Flintlastic Ultra Poly SMS q y p gg APP-TA
span nails center rows APP-TA
Base Sheet or Flintglas MS Cap(inverted)
Min.15/32-inch
Glasbase Base Sheet,Flintlastic Base 20,All Cap nails:1-inch diameter,0.032-
6-inch o.c.at 4-inch lap and 6-inch o.c. Optional)BP-
W-78 plywood,24-inch
Weather/Empire Base Sheet,Flintlastic Poly inch metal cap with 0.120-inch
at five(5)equally spaced,staggered None AA,SBS-AA or SBS-AA 67.5
SMS Base Sheet,Flintlastic Ultra Poly SMS shank diameter,annular ring
span center rows SBS-TA
Base Sheet or Flintglas MS Cap(inverted) shank nails.
NEMO ETC,LLC Evaluation Report 3520.03.04-R29 for FL2533-R28
Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION(Method 1D) Revision 29:04/14/2022
2019 NEMO ETC,LLC CertainTeed FlintlastiO Modified Bitumen Roof Systems,(610) 893-5400 Appendix 1,Page 15 of 70