RF-19-2832ACB2 Engineering Inc.
Testing & Engineering Service
Certificate of Authorization # 8131
Tel: 954.245.8976; Fax: 954.301.7776
5230 NE 18 Avenue, Fort Lauderdale, FI 33334
Roof Tile Uplift Test Report
Attention: Miami Shores Village, Building Department
10050 NE 2nd Ave, Miami Shores, FL 33138
Client: AK Roofing Inc.
Test Date: 02/26/2020 Permit # RF-11-19-2832
Property Address:
235 NE 911Street, Miami Shores, FI
Roof Pitch: Type of Tile: Roof'Area:
3 in 12 Eagle Roof Tile 24.00 squares
Tile Attachment Method:
Two Component Polyurethane Foam Adhesive -Poly Pro AH 160
Field Instrument :
IMADA Force
Gauge 0-100 Serial number:
243454
Test Location
Total Number of Tests
Field Uplift Pull Test
Test results
Perimeter Area: 10.00(Tl-T10)
10
As per FBC 2017
Passed
Field Area: 14.00(T11-T24)
14
As per FBC 2017
Passed
No. of Corner: 6 (T25-T30)
6
As per FBC 2017
Passed
Ridge Areas: 126 pcs. (T31-T43)
13
As per FBC 2017
Passed
Important:
These laboratory results can change due to future weather impacts and/or unavoidable roof
traffic. Therefore, this report represents the TAS 106 results at the time of the test.
Please see attached a Roof Sketch for this project.
Cordially,
ACB2�Engineering Inc. (NOA 09-1005.01)
A,uidi Acevedo, PE
Fia_/Aeg. No: 36466
6 4'9q'?'7'
ACB2 Engineering Inc.
Engineering and Laboratory Services
5230 NE 1811 Avenue
Fort Lauderdale, Florida 33334
Phone: (954) 245-8976 Fax: (954) 301-7776
zs 16
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RE: Permit
INSPECTION AFFIDAVIT
DATE: 14 11cp °I
_ h i e :R-a a n licensed as a (n) Contractor / Engineer / Architect,
(Print name and circle License Type) FS 468 Building Inspector
License #: (C c d S E0 S 1
On or about t 1 / / (,p // C-/, , I did personally inspect the roof deck nailing
(Date & time) ��
work at 9SS AJE 9 1 ��T'l- r W,-I I' S�LgYe S
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on 553.844 F.S)
Signature
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this
Notary Public, Sate of Florida at Large
day of :r"C (Y)b _Y- / OAO 101
Yecenia Santibanez
�OSpRYq NOTARY PUBLIC
ae ESTATE OF FLORIDA
? Comm# GG115152
Expires 6/14/2021
'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with
permit # and address # dearly shown marked on the deck for each inspection
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Issue Date:12/03/2019
Location Address Parcel Number
235 NE 91ST ST, Miami Shores, FL 33138 1132060133440
Contacts
Permit NO.: RF-11-19-2832
Permit Type: Roof
Work Classification: Tile/Flat
Permit Status: Approved
Expiration: 06/01/2020
MARIANNA HYNSON Owner J&K ROOFING INC Contractor
962 ELDORADO DR, SUPERIOR, CO 80027 DONNIE HERRON
SAME AS ABOVE
Business: 9549617663
Description: TILE AND FLAT REROOF Valuation: $ 29,400.00 Inspection Requests:
305-762-4949
Total Sq Feet: 3,600.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$18.00
DBPR Fee
$4.88
DCA Fee
$3.25
Education Surcharge
$6.00
Roofing Fee
$275.00
Scanning Fee
$12.00
Technology Fee
$8.13
Total:
$377.26
Payments
Date Paid Amt Paid
Total Fees
$377.26
Check # 1135
11/26/2019 $50.00
Check # 1136
12/03/2019 $327.26
Amount Due:
$0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS 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. Futhermore, I authorize the above named contractor to do the work stated.
Authorized Signature: Owner
/ Applicant / Contractor /
-
Date
December 03, 2019 Page 2 of 2
i
j RECEIVED
'9\`0 Miami Shores Village No 2 6 204
By:BuiIding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC 0 ROOFING
[]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS
JOB ADDRESS: 235 NE 91 ST
I FBC 20
Master Permit No. - 2 &3
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
s
[] CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
Folio/Parcei#:11-3206-013-3440 Is the Budding Historically Designated: Yes NO
Occupancy Type: Load: i Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): MARIANNA HYNSON Phone#:305-505-4555
Address:962 ELDORADO DR 6
City;SUPERIOR !
State: CO Z;p; 80027
Tcnant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: J&K Roofing Inc. r Phone#: 954�_ 2&11k� %
Address: 2010 Sherman St
City: Hollywood State: FL ip: 33020
Z
Qualifier Name: Donnie Herron Phone#: 984-980-2205
State Certification or Registration* C_C.C_0&3_4R OS 1 Certificate of Competency M
DESIGNER: Architect/Engineer: 4 Phone#:
Address:
qq ' y� I City: State: Zip:
Value of Work for this Permit: $ oc ( o o - Q a Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New Q Repair/Replace ❑ Demolition
Description of Work: Tile and Flat reroof
Specify color of color thru tile:_ j�iq 114a I i J2p 52 c,�o o
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Educatlon Fee $ i Double Fee $
Structural Reviews $ Bond $
(Revlsed02/24/2014) TOTAL FEE NOW DUE $-3
Bonding Company's Name (if applicable)
Bonding Company's Address
City F,Ik State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address N L UL
City -TT State
Zip
9
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 laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... r
i
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. r
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspecting, v✓hich occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Sn ature Signature �1/ Gryvl�i�
r
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
._V day of Or 1 20 by day of N Dy 120 ---� by
o is personally known to who is personally known to
me or who has produced /f me or' who has produced as
s
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTAFRY PUBLIC:
Sign: Sign: t %
Print: lk i
Print:
Seal: NOTARY PUBLIC - STATE OF COLORADO 4
Seal: J. Commission # GG 355189
NOTARY ID 20114023441 'a Expires November 13, 2023
MY COMMISSION EXPIRES APR 22, 2023 Bonded ThruTroy Fain insurance 800.385.7019
t
1I s
APPROVED BY Plans Examiner, Zoning
I
Structural Review Clerk
i
(Revised02/24/2014)
%A.
o
F F I C E
..
OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-3206-013-3440
235 NE 91 ST
Property Address:
Miami Shores, FL 33138-3127
MARIANNA HYNSON &
Owner
ALEXANDRE MAXIMIANO
962 ELDORADO DR
Mailing Address
SUPERIOR, CO 80027 USA
PA Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
0101 RESIDENTIAL -SINGLE
Primary Land Use
FAMILY: 1 UNIT
Beds I Baths / Half
4/3/0
Floors
1
Living Units
1
Actual Area
2,920 Sq.Ft
Living Area
2,297 Sq.Ft
Adjusted Area
2,549 Sq.Ft
13,100 Sq.Ft
Multiple (See Building Info.)
Lot Size
Year Built
Assessment Information
Year
Land Value
Building Value
2019
2018
2017
$353,254
$301,300
$353,254
$177,784
$177,837
$177,890
XF Value
$1,534
$1,560
$1,586
$532,730
$485,711
Market Value
Assessed Value
$532,572
$528,766
$480,697
$480,697
Benefits Information
Benefit I Type 1 2019 2018 2017
Non -Homestead Cap Assessment Reduction 1 $3,806 1 $47,019
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School
Board, City, Regional).
Generated On : 11/11/2019
Taxable Value Information
20191
2018
2017
County
Exemption Value
$0
$0
$0
Taxable Value
$528,766
$480,697
$485,711
School Board
Exemption Value
$0
$0
$0
Taxable Value
$532,572
$480,697
$532,730
City
Exemption Value
$0
$0
$0
Taxable Value
$528,766
$480,697
$485,711
Regional
Exemption Value
$0
$0
$0
Taxable Value
1 $528,766
$480,697
$485,711
Sales Information
Previous Sale
08/01/2002
06/01/1972
Price
$311,000
$56,000
OR Book -Page
Qualification Description
Sales which are qualified
Sales which are qualified
20617-3566
00000-00000
Short Legal Description
MIAMI SHORES SEC 1 AMD PB 10-70
LOTS 15 & 16 BILK 25
LOT SIZE 100.000 X 131
OR 20617-3566 08/2002 1
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:i/www.miamidade.gov/info/disciaimer.asp
Version:
R RICK •GOVERNOR JONATHAN
r' r
bier;
STATE OF FLORIDA
DEPARTMENT OF. BUSIN.. FESSIONAL REGULATION
* r
THE
•OO)FIN �, S . +\ '' ; I� y.l Lam' _ �UNDERTHE
1�•
• • • UTIES
r
Always verify lidenses
1 rw Y •. 4 �, '��y1f 1�
�•w -,.ram l .r . ,� fi F;:.�=.�rti.,• �•'r
online MyFloddaLicense.com
This Is your license. It Is unlawful for anyone other than the licensee to use this document
Do not alter this document In any form.
❑
1064
Local Business Tax Receipt
Miami —Dade County, State of Florida
-THIS IS NOT A BILL - DO NOT PAY
4247763
BUSINESSNAt MCAMON
RECEWTNO. EXPIRES
J & K ROOFING INC
RENEWAL SEPTEMBER 30, 2020
DOING BUS IN DADE CG
4434908 Must be displayed at place of business
MIAMI FL 33000
Pursuant to County Code
Chapter SA - Art. 9 & 10
OWNIER IECOM
I"RMNG INC 196 PECIAALLTY BUILDING CONTRACTOR ��
BTTAXCBLLFCfOR
CCCO58051 $75.00 07/11/2019
Worker(s) 5 CHECK21-19-052995
This Local Business Tex Receipt aah cools es p 7maR of the Local Business Tex. The Receipt is not a license,
Warne"W��� holder'sogulatowy aad r ligairrioie�whichhippplyytio Holder
es ePM 9oremeeafal
The RECEIPT No. above must he displayed on all coalmeralal vehicles - Misn"ade Code Sac la-M
For more hdarmation, visit
ACORa CERTIFICATE OF LIABILITY INSURANCE
DATE(MM/DD/YYYY)
PRODUCER
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
PTS Insurance
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
7735 NW 146 Street C-100
ALTER THE COVERAGE A D BY THE POLICIES BELOW,
Miami Lakes, F1 33016
305-818-9544
INSURERSAFFORDING COVERAGE
NAIC #
INSURED J & K Roofing, Inc.
INSURERA Watford SRecialty Ins Co
15824
INSURER R
INSURERC:
2010 Sherman Street
INSURERD:
Hollywood, FL 33020
INSURER E
Cf1VFRAf:1=C
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
LTR
NSRD
POLICY NUMBER
POLICY EFFECTIVE
POLICY EXPIRATION
LIMITS
A
GENERAL LIABILITY
COMMERCIAL GENERAL LIABILITY
CLAIMS MADE 10OCCUR
$5000 DED PD
BRCGL0005901-01
11/15/19
11/15/20
EACH OCCURRENCE
$ 1,000,000
MED EXP (My one Person)
$ 100,000
$ 5,000
PERSONAL&ADV INJURY
$ 1,000,000
GENERAL AGGREGATE
$ 2.000,000
GEN'L AGGREGATE
POLICY
LIMIT APPLIES
PER:
LOC
PRODUCTS-COMP/OPAGG
$ 2.000,000
PRO
C ber Liab A100,000
AUTOMOBILE
LIABILITY
ANYAUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
NON-OWNEDAUTOS
COMBINED SINGLE LIMIT
(Ea accident)
$
BODILY INJURY
(Per person)
$
BODILYINJURY
(Peraccident)
$
PROPERTY DAMAGE
(Peraccident)
$
GARAGELIABILITY
ANYAUTO
AUTO ONLY - EA ACCIDENT
$
OTHER THAN EA ACC
AUTOONLY: AGG
$
$
EXCESS/UMBRELLA LIABILITY
OCCUR CLAIMSMADE
DEDUCTIBLE
RETENTION $
EACH OCCURRENCE
$
AGGREGATE
$
$
WORKERS COMPENSATION AND
EMPLOYERS' LIABILITY
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
Ifyes, desaibeundi rONS below
E.L. EACH ACCIDENT
$
E.L. DISEASE - EA EMPLOYEE
$
E.L. DISEASE - POLICY LIMIT
$
OTHER
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS
Roofing Operations
CERTIFICATE HOLDER CANCELLATION
Miami Shores
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN
10050 NE 2nd Ave
Miami Shores, Fl 33138
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
305-795-2204
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
305-756-8972 (F)
REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE
ACORD25 (2001/08) �C A CORD CORPORATION
• CERTIFICATE OF LIABILITY INSURANCE
Date
12/17/2018
Producer: Plymouth Insurance Agency
This Certificate is issued as a matter of information only and confers no
2739 U.S. Highway 19 N.
Holiday, FL 34691
rights upon the Certificate Holder. This Certificate does not amend, extend
or alter the coverage afforded by the policies below.
(727) 938-5562
Insurers Affording Coverage
NAIC #
insured: South East Personnel Leasing, Inc. & Subsidiaries
Insurer A: Lion Insurance Company
11075
InsurerB:
2739 U.S. Highway 19 N.
Holiday, FL 34691
Insurer
Insurer D:
Insurer E:
Coverages
The policies of insurance listed below have been issued to the insured named above for the policy period indicated. Notwithstanding any requirement, tens or condition of any contract or other document
with respect to which this certificate may be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions, and conditions of such policies. Aggregate
limits shown may have been reduced by paid claims.
INSR
LTR
ADDL
INSRD
Type of Insurance
Policy Number
Policy Effective
Date
Policy Expiration
Date
Limits
(MM/DD/YY)
(MM/DD/YY)
GENERAL LIABILITY
Each Occurrence
b
Commercial General Liability
Claims Made Occur
Damage to rented premises (EA
occurrence)
Med Exp
Personal Adv Injury
General aggregate limit applies per:
Policy ❑ Project ❑ LOC
General Aggregate
Products - Comp/Op A99
AUTOMOBILE LIABILITY
Combined Single Limit
(EA Accident)
$
Any Auto
Bodily Injury
All Owned Autos
(Per Person)
Scheduled Autos
Bodily Injury
Hired Autos
Non -Owned Autos
(Per Accident)
Property Damage
(Per Accident)
EXCESS/UMBRELLA LIABILITY
Each Occurrence
Occur ❑ Claims Made
Aggregate
Deductible
A
Workers Compensation and
WC 71949
01/01/2019
01/01/2020
X
WC Statu-
I
OTH-
Employers' Liability
tory Limits
ER
E.L. Each Accident
$1,000,000
Any proprietor/partner/executive officer/member
E.L. Disease - Ea Employee
$1,000,000
excluded? NO
If Yes, describe under special provisions below.
E.L. Disease -Policy Limits
31,000,000
Other
Lion Insurance company is A.M. Best Company rated A (Excellent). AMB # 12616
Descriptions of Operations/Locations/Vehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 92-68-239
Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company":
I & K Roofing, Inc
Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s), while working in: FL.
Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity.
A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or email certificates@lionlnsurancecompany.com
Project Name:
ISSUE 01-13-15 (TLD)REISSUE 01-04-16 (AF)
Bealn Date: 2 20 2014
CERTIFICATE HOLDER CANCELLATION
VILLAGE OF MIAMI SHORES
Should any of the above described policies be cancelled before the expiration date thereof, the Issuing
insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to
do so shall impose no obligation or liability of any Idnd upon the insurer, its agents or representatives.
10050 NE 2ND AVE
MIAMI SHORES, FL 33138-r•�
r =� --� �_
LICENSED AND INSURED
LICENSE # CC-CO59051
2010 Sherman Street
Hollywood, Florida 33020
ROOF1-N-G
Sor«dwj S-a 574-la 0ass'0- 30 gfearo
954-981-7663
954-961-9879'
Fax 9S4-9254015
SdbetuedTa y,
J bN—
Diu
Ail
Sell spy
�
Phodc I
CI(A SL & TIp
t /' 1/�
qtr St a Zip
P6eee 2
MLWIZI
�.Gm
Lor Rik Sub
T. RAW
ALL ROOFS TO BE DONE AS FOLLOWS
E SLOPE ROOF [3 FLAT ROOF
Will tear off entire existing slope. Roof down to deck or smooth
workable surface. WILL RENAIL DECKING TO MEET EXISTING
CODE Remove all related roofing debris from premise&
ftepVe any necessary wood. y5 O LF, or sq. tt for plywood
fre ' y dperftthereafter.
Will apply 30 lb. premium felt, anchored to the deck.
according to local building code. Will Instalf aft new metal
flashing and lead stacks. USING HOT ASPHALT, MOP a 36
INCH WIDE STRIP OF 30 LB FELT VERTICALLY AND a 1g
INCH WIDE GALV. VALLEYMETAL INALL VALLEYS.
Mop with Hot Asphalt R to said
301b's. Embed "50 16, tile in
P el y rff mr .,,ten,.
Will tear off entire existing flat roof down to deck or smooth
workable surface. WILL RENAIL DECKING TO MEET EXISTING
CODE. Remove all related roofing debris from. premises.
Rep any necessary wood,^LF, or Sq. ft for plywood
iO perfl thereafte►.
Will apply 1 ply 6(2S..basesheet anchored to the deck
according to local buildlTgcode. Using HOT ASPHALT, will mop
_yZ,,-ptys of fiberglass felts to said basesheet Install all new
metal flashing and lead stacks.
.Using HOT ASPHALT mop 1 ply fiberglass cap
sheet to said fiber9glass.
B E said fiberglass felt.
d
r
We hereby propose to furnish labor and materials - complete in accordance with the above specifications, for the sum of
dollars n��G(%O ) with payment to be made as follows:
I i
.5.0 0 20 .In u/4>;n aG��c��,� t w� r-r�,rs�,�, '0!yAm, ca�,,io
No carpentry work, woodwork or painting unless specifically stated in this Contract.
!'. M the event paylmeflt is t of nNkaiaylr, .lg ml �t�l�dya 1pW urlywin couoctfons, gui era,. .
but not limited to, attorney fees, court costs an collection ageec es—, a_re £o be paid by signer oP owner.
COVERAGE
The roof applied to the building described above Is guaranteed for _ years iron the date of.crapiction upon final payment in full.
This guarantee is TRANSFERABLE AT NO CHARGE to new owners of the property. Under this guarar!lse, the rodnng contractor will, at Its own
expense, males any repairs necessary to correct roof leaks resulting from it* following causes:
1. Failure of rooting felts or base flashing resulting from usual and ordinary effects of wear and weather.
2. Poor workmanship of roofing contractor In applying roofing and flashing materials
Method of Payment: CHECK
EXCLUSIONS /7 01 k WH
MONEY ORDER
This guarantee does not cover.
1. Leaks or other damage caused by: S .Q CREDIT CARD
a. Natural disasters, including but not limited to floods, lightning, hurricanes, hail, windstormsfauthquakes, tornAos, dry rot, etc.
b. Structural failures such as sacks In decks, walls, partitions, foundations, windows, stoppage of roof drains or gutters, etc.
c. Changes in the original principal usage to which of the building, unless approved by the contractor in advance In writing.
d, Erection or construction of any additional installation on or through the roofing felt after the data of completion.
e. Roof or flashing repairs by others, painting or coating without approval.
T Riots or vandalism_
% Tem#tas or other Insects.
h. Penetration of the roofingiron beneath by rising nals.
2. Damage to the building or Its contends, roof insulation, roof deck or'other bass over which roofing fell is applied.
ACTION
In the event lealm from roofing should occur, owner shot notify contractor pronrptiy. contractor will Inspect the roof, and If cause of leak is
within the coverage as shed above, the contractor wig arrange for repairs to be mad. at no cost to the owner. if cause of leak is not covered,
contractor wig not be responsible for cod.of any repairs.
In the event leaks are not covered under the terms of this guanmise, a service charge will be in Volced to the owner. The guarantee will become
nut and void Ifpsyment of the service charge is not made within 30 days of the billing date.
WE MAKE NO GUARANTEES OFANY KIND, EXPRESSED OR IMPLIED, EXCEPTAS STATED HEREIN.
ACCEPTANCE OF PROPOSAL: The above prices, specificatio1AhoTbzd
NATURE
and conditions are an) by accepted. You ae0
satisfactory and hero
authorized to do the work as specified. Psyment will be made aNMRE
outlined above. t have mad 3 understand the back of this eontrnsr)
I understand the wood Clause.
S
J .,/ .—/L W-4—
DATE
ROOF DES AND ROOFTOP STRUCTURES
!� Radda Building Cade 6th Edition (Zoi ' • • • • • • • t• •
High -Velocity Hurricane Zone UnMorm permit 11 • . • • • • • • ' ! - Application FQrM�• ....,.
Section A.(General Information) • • • • • ..'
....�
Master Permit No. _ • • • • • • .... •
Process No. .•.... •.�• ••••�
n....;.
Contractor's Name • • • • • •
Z •
Job Address aJ /U� Sf • • • •
ROOF CATEGORY • • 1
Low Slope Cl Medranicaily Fastened Tile �f 1
1� Mortar/Adhesive Set Tiles ,
❑ Asphaltic Shingles ❑ Metal Panelftk Res /❑ Wood Shingles/Shakes
1
❑ Prescriptive BUR-RAS 150 1
ROOF TYPE 1
❑ New roof ❑ Repair ❑ Maintenance j Reroofing ❑ Recovering 1
ROOF SYSTEM INFORMA 7 1
Low Slope Roof Area (SF) LO 0 Steep Sloped Roof AREA (SSE, Total (SFj J t`2 1
Sketch Roof Plan Illustrate all levels and
^ sions of sections and levels. dearly identil
_-A 1. L 1-=.J J--I-
Section B (Roof Plan)
�e � ') &, C, S
i
1
1
1
r and overflow drains. Include dimes- 1
lion of parapets. ,
1
i
- -- - - - - --- - - - 1
-- i
Aal. A 0 P
mrin
_ 1
I ,
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section C (Low Slowed Roof SvStem) ; ...: •
FM In Spedflc Roof Assembly Cw"nesuts
and identify Manufacturer
(Na am potent is not used men* as •NAI
Sysben, waactuner. C A r
WANo: -le-
Fasbner Sparing for AnchouiBass i" ; •
Attachment 66 0:0,
Fiekt ' oc Q Lap. # ltoyrs r2 • j •roc •
• •
Perimeter. -_& ' oc @ Lap, # Rowa ' oc • i •' •
coiner: -�—• oc @ Lap. # Rows oc •
Design Wind Pressures, From MS In or Calculations: •
7 L v�. ' �- ~ -Ner dmbof Fasteners Per insutadon •
Prrmxt- Pmax2�_PvTwOO: -Ward •
..
Max. Design Pressure. FMM the Spedticc NOA ja s
Systeff
Dad` wD D J
TYW
ie�cna�a�
ArwtwrBase Sheet & No. of Py(s)-,,._
Andwr/Base Sheet Fadenwfilon ft Material:
insulation Base Layer..
Base Insulation Size and Thicimew.
Base Initiation FastenerfBo Wft Material:
Top Insulation Layer,
Top Irreul w Size and T1*kMss:
Top Iron, FasteaerrBMXWM Material:
111v-1 •.••
Field Perimeter Corner
Ukmtrate Components Noted and
Details as Applicable:
WoodModit, Gutter, Edge Termination.
Stripping. Flashing, Continuous Cleat, Cant
Strip, Base Flashing, Counter- Fleshing.
Coping, Etc.
Indluft Mean Roof Height, Parapet Height.
Height of Base Flashing, Component Materiel,
Material Thidu,ess, Fastener Type, Fastener
Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
A,
�A
n'\\ Ca�ns�.ze
Base Shset(s) a No. Or Ply(s): /- #?s A$Se thee+
Ply Sheet(s),& No. /off Pllyy((isn)-,
Ply Fes
AE3a�52
Top Ply:
r
wood
2 1W
Height
FT.
Mean
Roof
Height
RWASSENU i S AND ROOFFOP SFIMCTUM
• .... %
F B&Wd/ng CodeNh EdWon CM7) •
MigMYelocityWMI1101OW Zone th*orrn Permit Application FOipi� .. • • • • �•
�•..... :�• :....Y
Section D (Steep Sloped Roar
n) "" • • . ' '•.•
Roof System Mmub*ffer. Q ...... • • • • •�
Notkre of AwepWwe Number. ��' !%r0 ( • •
Mininwan Design Wind Pr+essutes, ff (From HAS 127 or Ca s): • • :....
. P1: Pi: P1: 4 - •
• '
Roof Slope:
3 12 -
Ridge Veritla ' ?
1
- i
De* Type:
t 1
_ 1
\ Type Undaiayment Ty,.-O 30l�b 1
1
Insuladon: �} 1
- - 1
Fire Bander: I'JAA
1
Fastener Type & Spacing: /,w.4K `ZO
°[ 1
,A 1
Adhesive Type: -fyAe 0
Type Cap Sheet 11,91h �;ii c,HJil.w�M,P J 1
Mean Roof Height: %� t Roof Covering: Mediv,, P-O Q n ncd��
Type & Sipe Drip 3X3 aG c C1a
Edge: 1
eAVt C)6P 14)l//�9'" PUS 1
n)a;`S ` - Otc 1
RAmm an DM CODE — BULDM ft EDIi10N (2M7j
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
1
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1
1
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1
1
1
1
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1
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1
1
1
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1
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1
1
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1
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Florida 80*90tg Code 6th Edition (2017) •
. • ......
High -Velocity Hurricane Zone Unfform Permit AppitaadOn Form • • -
•
600666 ......
Section E Mle Celculetions) • 0009 0 0
•' • • •
For Moment based file li�Ot
, choose either Method 1 or 2. Compare the values for M, with the valuesn M,. if the• IJ4 values. .... •
are greater than or equal to the M, values, for each area of the roof, then the the attachment method IsbRW ible. 60660
:..:..
Method 1 'Momentftaed Tile Calculations Per RAS 127'
d = g; d &I = M,, �7 Product Approval M, ___�_ __�
:� Product Approval M, .0 0 1 �0 0 ....:
(P3:/DO •mod =,2 � — Mg: (�,ltj �= M,� al 7� Product Approval M, / •.:..' •
Method 20Simplified Tile Calculations Per Table Below' _
Required Moment of Resistance (M,) From Table Below _ Product Approval M, 79
M, required Moment Resistance'
Mean Roof Height
Roof Slope
15,
2(Y
25'
30,
40'
2.12
34.4
36.5
382
39.7
42.2
3-12
322
36.0
37.4
-39.8
412
30.4
322
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30-5
32.4
7.12
24.4
25.9
27.1
28.2
30.0
'Must be used in conjunction with a list of moment based file systems endorsed by the Broward County Board of Rules and
Appeals.
For Uplift based the systems use Method 3. Compared the values for F with the values for Fr. If the P values are greater than or
equal to the Fr values, for each area of the roof, then the file attachment method is acceptable.
Method 3'Uprrft Based Tile Calculations Per RAS 127
(Pi: x L = x w. = _j— W: x cos 6 = F„ Product Approval F
(132: x L = x w. = _ )— W: x cos 6 = F,2Product Approval F
(P3: x L = x w: = _) — W: x cos 9 = F,3 Product Approval F
Where to Obtain Information
Desoriptlon
Symbol
Where to find
Design Pressure
Pi or P2 or P3
RAS iv Table 1 or by an engineering analysis pre -
pared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
6
Job Site
Aerodynamic Multiplier
IL
Product Approval
Restoring Moment due to Gravity
Mo
Product Approval
Attachment Resistance
M,
Product Approval
Required Moment Resistance
M,
Calculated
Minimum Attachment Resistance
P
Product Approval
Required Uplift Resistance
F,
Calculated
Average Ile Weight
W
Product Approval
Tile Dimensions
L = length W = width
Product Approval
All calculations must be submitted to the building official at the fime of permit application.
472 R.ORIDA BUILDING CODE — BUILDING, 6th EWM (2017)
ROOF TO:WALL CONNECTION HURRICANE MItIG
BUILT SINGLE FAMILY •RESIDEF
PERSUANT To SECN
latTrti • • 'IE • • • • • •
ore '
lade•
• 00%
6V1tc": Dep'ctme3t• •:
`i0050 14.E.21,d Av -
OR.*§hores' 4frida 3MIM • •
• . • . • • Tel: b5)0795.=4:
• : Fax:,(30�
....••
EXEMPTION" • ••::;• ....0
)�tRETROFIT' FOR EXISTING_SRE.
LSTRUCTURES
A414-R& 1
To: Miami Shores llage Building Department
10050 NE 2^w Ave Date:
Miami Shores, Fl 33138
Re: Owner's Name:l4r�ann.ta. Yl��
Property Address: @C_ �!_ `—
Roofing Permit Number
Dear Building OMcial: j. t
On� �
w certify that I am nolrequired to retrofit the roof to waft connections of my
building because:. , -
o The just valuation for the structure for purpose ad valorematin is less than $3000t0-`
00;,Please:aftach proof of ad
valorem taxation.
o The building was constructed in cdurprance uvith the provisions. f the Florida B&1lding Code (FBC) or with,the provisions
of 1994 edition of the South Florida Building Code (19W SFBC) p
Signature arint Name
j
State -of Florida
County of Dade
The undersigned, being,.the frrst.duly sworn; drov
and'says thathelshe is the°owner for.thevabove
Swom to acid subscribed before. me this. p g0n�'
I /� � day °
No p"� nweiOf�• oli*kK.v I
Lary CINDY 8 STEINHARDT
I�r Wida` at Large NOTARY PUBLIC - STATE OF COLORADo
• IAilrn the juat vsduefion of tha stncgxe por DplDpse � ed YBbtEn1 ta�®linn is egwf to or
SFBC Then you must pm" a pudding hm a corks! (tlr die R
Reu w on sair 009
NOTARY ID 20114023441
MY COMMISSION EXPIRES APR 22. 2023
r= Itlen � o0 =AQ and the bU&ft Wa r�C MI• B91
Mrb Wad CMMd M HUntMe Mi gafton.
r
n
2
♦Sho!R Miami Shores Village
move Bui1d1n9:Depaftment:-
..%t0050 WtWcl Avgpph•
INAA Shores, Florida 30138 •
�lORiDA Tel: t3051 79512W:
• • • • Fax%05) 756.69�
• ... .
0. ......
AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HUhR1CFANE•MITlGATIQ.N;
. • ......
RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURE �-PVRSjAftT
...
TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date:
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name:
Property Address:
Roofing Permit Nu
Dear Building Official:
property as require4 boqe Manual cif Hurricane
Structures as adoptei b� ft.,Florida Puilding Com
Signature
State of Florida
County of Dade
that hhave imprXed the roof to wall connections of the referenced
for Exiling Site -Built Single Family Residential
ion.KRule 913-3.047 FkA.C.
Print Name
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this day of 20
Notary Public, Sate of Florida at Large
(SEAL)
FINAL COMPLIANCE
Revised on 5121/2009
SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFJNG
CONSIDERATIONS :***Go
•• • • • •
1524.1 Scope. As it pertains to the section it is the responsibility of roofingconfractorte • • * • • • •
pfi�ltie the bwner with "' •' • the required roofing permit, and to explain to the owner the content of the section. The pfftldhs of Section R4402 :....: govern the minimum requirements and standards of the industry for roofing system installldtl'o%. Addil6roalli,.the
following items should be addressed as part of the agreement between the owner ant the M tractor. thQ�vner's • initial in the designated space indicates that the item has been explained. e I
.. .. .. . ..:...
Renailing wood decks: When replacing roofing, the existing wood roef deck r3d�Rave to
be renailed in accordance with the current provisions of Section R4403. (The rb9Ve& is usually. • :" ,
concealed prior to removing the existing roof system). •
Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking
can be viewed from below. The owner may wish to maintain the architectural a
roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of
maintaining the appearance. i
4K6..7"1 Overflow scuppers (wail outlets): It is required that rainwater flows off so that the roof is
—not ov loaded from a buildup of water. Perimeterledge wall or other roof extension may block this
discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow
scuppers in accordance with the requirements of Sections R4402, R4403 and R4413.
t r
O ner/Agent'g Signature Date t Contractor Signature Date
'Property Address I Permit Number
Revised on 7/9/2009 LD;07/01/2015;
rN LAM MIAM-DARE COUNIT
no PRODUCT CONTROL sECTION
11805 SW 26 Sftd, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (REIN Miami, Florida 33175-2474
BOARD AND CODE ADRE STRATION DIVISION T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOA) WwwmIwWdade gev/wonomv
GAF
1 Campos Drive
Parsippany, NJ 07054
COPE: •••••• •
This NOA is being issued under the applicable rules and regulations governing the use otmnstructign • •
materials. The documentation submitted has been reviewed and accepted by Miami Da*.G9ft*
Product Control Section to be used in Miami Dade County and other areas where allovw Aby!he Antbo�rit�
Having Jurisdiction (AHJ). ..' ..' ..' .
This NOA shall not be valid after the expiration date stated below. The Miami Dade Ceun{y i'roduat •
Control Section (In Muni Dade County) and/or the AHJ (in areas other than Miami Dade 0gunty) •
reserve the right to have this product or material tested for quality assurance purposes. If this'produLt of .
material fails to perform in the accepted manner, the manufiwturer will incur the expense of such testing
and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their
jurisdiction REP, reserves the right to revoke this acceptance, if it is determined by Miami -Dade County
Product Control Section that this product or material fails to meet the requirements of the applicable
building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRiP'i'ION: GAF Conventional Bahl Up Roof Systems for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and
following statement: "Miami Dade County product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/or manuiacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTMEAMM: The NOA number preceded by the words Miami Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the mare fachm or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 14-1030.01and consists of pages 1 through 27.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.:18-0919.07
Expiration Date: WNW
Approval Date: 11/08/18
Page 1 of 27
Membrane Type:
BUR
Deck Type 1I:
Wood, Non Insulated
Deck Description:
Min.15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and
intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c., at max.
System Type E(3):
Anchor sheet mechanically attached to roof deck
All General and System Limitations shall apply.
Fire Battler:
TOPCOAT FireOutn' firfIN,,
%An ating, VersaShield° Fire'-Roioant Sjip Sheet or ,
(optional)
VersaShield° Solo Fire-Resistanf'Slip Sheet installed per maarr£srturer'l M9'thllation....
instructions. ...... 0.
Anchor sheet:
......
GAFGLAS° #75 Base Sheet, Tri-Ply° #75 Base Sheet, RubeftO..20 Smdoth qr•
....
GAFGLAS° Stratavent° Venting Nailable Base Sheet is secumd.amlescn'bcAbelow... ; .. •
Fastening
.00
Miami Dade County Approved min. 12 ga. annular ring shaa]ilsand mm J-6 in. -
Option #l:
diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide &chbrhheet side laps and 8..
in. o.c. in the field of the sheet in two staggered rows. : •
s
' Pressure• —4S sf. See General UwUado%-#7)- . • • •
Fastening
Miami Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in.
Option #2:
diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6
in. o.c. in the field of the sheet in two staggered rows.
(Mwdmum Design Pressure: 525 psf. See General Lunitation #7)
Fastening
Drill -Tee"' #14 Fasteners and DrillTee"' 3 in. Standard Steel Plates, Drill -Tee
Option #3:
AccuTrac° Flat Plates or Drill Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 16
in. o.c. in the min.. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet
in two staggered rows.
(Mwdmurn Design Pressu► S25 psj.' See General LbdtaBon #7)
Fastening
Drill Tec #14 Fasteners and DrillTech' 3 in. Standard Steel Plates, Drill Tee"'
Option #4:
AccuTrac° Flat Plates or Drill -Tee 3 in. Ribbed Galvalume Plate (Flat) are spaced 12
in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet
in two staggered rows.
(Maxbxmw Design P un:—60pisf. Sae General Liuritadon #7)
Fastening
DnU Tec #14 Fasteners and Drill Tee'" 3 in. Standard Steel Plates, Drill -Ted —
Option #5:
AccuTrae Flat Plates or Drill Tee' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in.
o.c. in the min_ 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in
three staggered rows.
(Mwarn Design Aeswm —97.S psj.' See General Lindttaden #7)
Ply Sheet:
When optional cap sheet is present:
or more plies of GAFGLAS°_Ply 4.,,_Tri -Ply* Ply 4, GAFGLAS° Flex Ply 6 adhered
in as fall mopping of hot asphalt applied at 20-40 lbsJsq. installed per mamrfacturer's
rnstaIlahon mstruchons_
When optional cap sheet is not present:
Three or more plies of GAFGLAS° Ply 4, Tn-Ply* Ply 4, GAFGLAS° Flex Ply 6
adhered in a full mopping of hot asphalt applied at 20-401bsJsq. installed per
manufacturer's installation instructions.
NOA No.:18-0919.07
Qotmnr
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 23 of 27
Cap Sheet:
(Optional) GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet
or GAFGLAS EnergyCap�i &if32EFed Cap Sheet adhered in a full mopping of hot
asphalt applied at 20 — 40 lbsJsq. installed per mars facturer's mstallabon in chons.
Snrfadng�
Optional on granular surfaced membranes; required for smooth membranes.
Chosen components must be applied according to mannfictarer•s application
Instructions. All coatings must be listed within a current NOA.
1. Gravel or slag applied at 4001bsJsq. and 300 lbsJsq. respectively in a flood cogt of
approved asphalt at 60 lbsJsq. • • • • • •
2. Topcoats Membrane or Topcoats Surface Seal SB applied at j.t � gal. • : • ' •
.
OR ......
Topcoats MB Plus applied at 03 to 0.75 galJsq.(to be used as 8.p4mer) Wowed by
Topcoato Membrane applied at 0.5 to 0.75 .... : ' '
galJsq. .. .....
...... .....
3. Fiber Aluminum Roof Coating. .. .. ....•..
. ......
Maximum Design
•
Pressure:
. . . . ......
See Fastening Above. • • • • • •
. ......
NOA No.:1"19.07
Expiration Date: 11/04/23
Approval Date: 11/09/18
Page 24 of 27
WOOD DECK SYSTEM LI IITATIQNS:
1 A slip sheet is required with GAFGLASO Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened
base of anchor sheet.
2. Minimum V4- DensDeck"' Roof Hoard or'r Type X gypsum board is acceptable to be installed directly over the
wood deck
GENERAL UwTATIONs:
•090:0
1. Fire classification is not part of" acceptance; refer #*- &&lent Approved Roofing Matai"i Du�ectory for firs "' :
ratings of this product •
000000 .00000
la
yer 2. Insulation maybe installed in multiple layers. The first 1 er shall be attached in comPli�tlil a with Product Control
multiple
Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applio&within the: ""
EVT range and at a rate of 20A0 lbsJsq., or mechanically attached using the fastening pattern of the top4ayer • • : • •
3. All standard panel sizes are acceptable for mechanical attachment When applied in ash "d asphOC Ql acl size • • .
shall be 4'x Vmaximum •• •• •• • ••••••
4. An overlayand/or recovery "; ' very board insulation panel is required on all applications over glosec� Fell fcpm igsulatiops�
when the base sheet is fully mopped if no recovery board is used the base sheet shall he applied usM$ *6t
mopping with approved asphalt; 12" diameter circles, 24" o.c.; or strip mopped 8" nbboes in three sowspone at : " "
each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircli4g at the
strips is not acceptable. A 6" break shall be placed every IT in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be
limited to a maid um design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as
tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below
275 Ibf insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maximum design value listed within a specific system Should the
fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing,
prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered
Roof Consultant may be submitted Said revised fastener spacing shall utilize the withdrawal resistance value
taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application
Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application
Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer,
Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within
this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to
Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure Imitation listed shall be applicable to all roofpressure zones (i.e. field,
perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically
referred within this NOA, General Limitation #7 will not be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.:18.0919.07
Expiration Date: 11/04/23
Approval Date: 11AWIS
Page 27 of 27
10/18=6
TGFU.R14153- Roofing Syslenns
TGFUA14153
Roofing Systems
BottomPam
Roofing Systems
GAF
1 CAMPUS DR
PARSIPPANy M 07054 USA
•.•JLi41S3 .••••• ••••.•
•
"Ruberdd® 20' or "Ruberoid® 20 Hr or'Ruberold® Modified Base Sheer may be utilized as an albemaba to type G2 b;m sheets in an; e'6 •
the following Classifications • • • • Y
• • • • • • • • • • • • •
1/2-In. thick (minimum) gypsum board or 114-4n. thick (minimum) Georgia-Pacific Gypsum LLC "DensDectVjddfboard," "DensDeck Primp
Roofboard' or'DensDedc DuraGuard' Roofboard' may be used in any existing noncombustible deck Classification. When this is done, t1w • • •
resulting roofing system is acceptable for use over combustible (15/32-in. thick minimum) roof decks. Hovpver,.the butt jb H In the gypsuin,
board and Georgia-Pacific Gypsum LLC "DensDedk® Roofboard," "DersDedc Prime® Roofboard" or'DensDWD jraGuaq1TM Bpolboardu Ore to
offset a minimum of 6-In. with the butt joints In the roof deck. if polystyrene is part of the roof system, it must be placed beJ6w lire
overiayment hoard.0000
Multiple plies of 'GAFGLAS® Ply 4' or "Tri-Ply® Ply 4" or "TA -Ply® Ply 6' may be adhered to Georgia-Pacific Gypsum LLC 'DensDedc
Roofboard,' "DensDedk Prime® Roofboard' or 'DensDedc DuraGuard" Rool"oard' in hot roofing asphalt
"EnergyGuard'" Ultra" Is an acceptable altemate to "EnergyGuard" RF" in any applicable Classification.
"GAF StraWvenft 61minabor+"" Venting Base Sheet (Nadlable)" may be mechanically attached or hot mopped over noncombustible decks and
as a recover over existing roof systems.
"GAFGLASO Periite Ululation' may be utilized as a cover board over'EnergyGuard"4 RP insulation in any of the following systems.
Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or UL Classified urethane insulation
adhesive. Polystyrene referenced in any of the following Classifications Include 'EnergyGuardTM EPS Insulation'.
Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation
Instructions (excluding LRF Adhesive O) in any applicable Non -Combustible Roof Deck Classifications.
References tD glass fiber insulation Include "EnergyGuard Fiberglass Insulation".
'EnergyGuardTM Tapered' is an acceptable alternate to 'EnergyGuardT"" in any applicable Classification.
ASPHALT FELT SrSTEItl4IIIIJITH NOT ROOFV4G ASPHALT
Type 62 asphalt glass mat base sheet ('GAFGLAS® #75 Base Sheer or "Td-Ply® *75 Base Sheet', or "GAFGLAS® *80 ULTIMA") Is a
suitable alternate for Type GI asphalt glass fiber ply sheet ('GAFGLAS® Ply r or'Td-Ply® Ply 40, or OGAFGLAS40 Ply 6") In the Class A, B
or C roof systems indicated below.
The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Sbatavent® Eliminatorm Venting Base
Sheet (Perforated)" or "GAF Sbatavent® Eliminator" Verding Base Sheet (Nallable)." Perforated base sheets to be loose laid or fully adhered
with hot roofing asphalt and nailable base sheets arc to be mechanically attached granule side down.
As an option Type G2 asphalt glass mat base sheet ('GAFGLAS® *75 Base Sheet' or'Tri-Ply® #75 Base Sheet' or'GAFGLAS® *80 ULTIMA'
or "GAF Sbatavent@ E3iminatw4" Venting Base Sheet (Nailabie)' may be substituted for Type G1 asphalt glass fiber ply sheet ('GAFGLAS®
Ply 4" or "T d-Ply® Ply 4' or "GAFGLASO Ply W) as the nailed base ply in the following systems.
Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened.
Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened.
"GAFGLASO Flashing' or'Rubemld®' may be used for flashing in any of the Class A, .B or C systems listed blow.
When 'Perifte' Is referenced, this includes-GAFTEMP PERMALIiE®" or any other UL Classified perlite insulation
Crushed stone or slag are suitable alternates for gravel in any of the Class A, 8 or C systems listed.
Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C-
15/32 or NC.
The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of tie-in minimum
thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks.
The use of polystyrene insulation board betvaen minimum %-in. thick perlite board and deck with rosin paper (per lWrosin
paper/polystyrene/perlibe) Is a suitable alternate for polyisocyanurabe board in the following Class A, 8 or C systems.
hltpN/def ibansd.00nkgi-bikdXYVAwnpkiWLl3EXTHFRAMEbhw4xgeJtnl?name�--TGFUR14153&cc dwrOo=Racing Sysknudabdid=10l D7&d.. 1149
10118=6 TGFUR14153- Roo&V Systems
pd�GrgyGuai�urate IWor t:sulatlon In any ored ff U �Ilowing Cla r xEr�o � uardm Composite RA' may be substituted for any Atlas Roofing Corp.
Trumbull •Parma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt".
"GAFGLASO *80 Premium Base Sheet' may be used in any of the following systems.
"GAFGLASe Rex Ply 6' and 'Trt-Ply® UAtra-Flodble Ply 6" are suitable alternates to "GAFGLASe ply 6".
'GAFTEMP Permalite Recover Board' may be used in lieu of any perilte insulation in any of the following NC Classifications.
Unless otherwise indicated, any of the 'Asphalt Felt Systems with Hot Roofing Asphalt' may be surfaced with 'TOPCOATe Fireddeld MB" at:
2% to 3-gal/100-ft2.
'Ruberoid® Dual Smooth" may be used as an aitemnate to'Ruberdd® Mop Smooth" or'Rubemide 20" or "Ruberoide 20 HT".
'Ruberoide Mop Smooth LSO may be used as an altarru to to-Ruberoid® Mop Smooth'. . .
Class A,"Y arid C : . • . ' • • • • • •
•• • •
organic and glass felts or modified bitumen membranes. • • • • • • • •
Hot roofing asphalt, for use with o • • • • • • i � � • • • -
"Ruberoide Heat Wad' SBS roofing membrane may be used In lieu of 'RuberoidO Mop" SBS products in aray WAAlcable 92assjfication.: "' • ;
• • • • •
/ Indhm; 3 ..�.•� •••••: .•.•••
1. Deuk: C-15 32
Insulation (Opt ke Q, — One or more layers perlite or wood fiber or glass fiber or polylsocyanurAs & urethane, or
perlite/polyisocyamn to composite or perlite/urethane composite or wood fiber/polylsocyanurate aynpos�0e or PlVdl� any thificness.
P> Sheet: _ Three or more plies Type G1 or'GAFGLAS® Ply 4" or "Td-Ply® Ply 4" or "GAFGLAS® Illy 6' hot moped. • • • • •:
Surfacing: • • • • . • •
2. Deck: C-15/32 Incline: 2
Insulation (Optional): — One or more layer; peliibe or wood fiber or glass fiber or polyisocyanurate or urethane or
periite/polyisocyanurate composite or perilte/unethane composite or wood fiber/pdyisocyanurate composite or phenolic, any thldcness.
Ply Sheet: — Three or more plies Type GI or "GAFGLASO Ply 4' or "Td-Ply® Ply 4- or "GAFGLAS® Ply 6.
COP fit- — One ply Type G3 'GAFGLASO Mineral Surfaced Cap Sheer or'Tri-Ply® Mineral Surfaced Cap Sheet ` or'GAFGLASOD
EnergyCapm SUR Mineral Surfaced Cap Sheet".
3. heck: NC : 2
Insulation (Optional): — One or more layers peritte, wood fiber, glass fiber, polyiso yan urate, urethane, pedite/polyisocyanurate
composite, Perlite/uret ane composite, wood fiber/polyisocyanwrate composite, phenolic, 2-in. ma:dmum.
PIy Sheet: — Two or more plies Type Gl "GAFGLASO Ply 4", 'Tri-Ply® Ply 4" or "GAFGLASO Ply 6".
aP : — One ply Type G3-GAFGLASe Mineral Surfaced Cap Sheer or'Tri-Ply® Mineral Surfaced Cap Sheet' or "GAFGLASe
Ener'gyCap"' BUR Mineral Surfaced Cap Sheet
4. • C-15/32 : 1
S1fp Sheet (Optional): — Red rosin paper, nailed to deck.
Insulation (Optional): — Any thickness periite or wood fiber or glass fiber or polyiso yanurate mechanically fastened or adhered with
OMG Inc. "OlyBond Fastening System' or any UL Classified Insulation adhesive.
Base Sheet: — Qn . "•-�Qr e6,• ,� a cw.r+- or -Trl-Pry® #75 Base Sheet- (may be nailed).
Ply Sheet: — OnLor more plies Type GI "GAFG 4" or "Td-Ply® Ply a or GAFGLAS®'PiV'S'----
dPfit: — Dim y y N Sufi Cap Sheer or'Tri-Plye Mineral Surfaced Cap Sheet' or "GAFGLASe
EnergyCep"4 Burt Mineral SunaOel] Cap Sheet-.
Surfacing (Optional): — "TOPCOAT® DargyCotel" Bastomedc Coating' applied at a rate of 2-W/100-ft2.
S. Dedc: NC
Incline: 3
Bate Sheet: — One ply Type G2 "GAFGLASe #75 Base Sheet" or 'Td-Plye #75 Base Sheet'.
Ply Sheet: — One or more plies Type G1 *GAFGLASO Ply 4" or "Td-Ply® Ply 4' or-GAFGLASe Ply 6g.
Cap Sheet: — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or'Td-Plye Mineral Surfaced Cap Sheet' or 'GAFGLASe
&wrgyCa0— BUR Mineral Surfaced Cjp Sheet.'
6. Deck C--15/32
mediae: 2
Insulation: — One or more layers peeriite, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane
composite, phenolic, i in. minimum (offset a minimum of 6-in. from plywood deck joints).
Base Sheet: — One or more plies Type G1 or Type G2 or Type G3.
Membrane: — One or more plies "Ituberoide Torch Smooth" or "Ruberoide Torch Granule" or "Ruberold® Torch Granule Plus" or
'Ruberoide Mop Smooth" or "Ruberold® Mop Smooth 1.5' or "Ruberolde Mop Smooth Plus" or-Ruberolde Mop Granule" or
"Ruberoide Mop Plus Granule" or "ROOFMatd 1 SBS Modified Granular' or'Trt-Plye SOS Modified Bitumen Membrane' or
'ROOFMatchTM APP Modified Granular" or'TH-Plye TP-4G" or "TH-Ply® TP-4" or "Ruberorde Dual Smooth'.
Cap Sheet: — Type G3*GAFGLASO Mineral Surfaced Cap Sheet' or "Td-Ply® Mineral Surfaced Cap Sheeror "GAFGLAS®
EnergyCap"" BUR Mineral Surfaced Cap Sheet' fully adhered with hot roofing asphalt
7. Deck: C-15/32
Iodine: 2
hdpJ/database d.-bINXWAempidM JSEXTIIFRAMEIalnwpage hlml?name=TGFUR141M&vnhorMer=Rod glt&J$WmAc bjid=10838 MDT&d .. 249
ROOFING SYSTEM APPROVAL
Category
Roofing
Sub -Category:
BUR
Material:
.Fiberglass
Deck Type:
Wood
Maximum Design
Pressure: -97.5 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Product
Dimensions
GAFGLAS® Ply 4
39.37" (1 meter)
Wide
Tri-Ply® Ply 4
39.37" (1 meter)
Wide
GAFGLAS®
39.37" (1 meter)
F1exPly"- 6
Wide
GAFGLAS®#75
39.37" (1 meter)
Base Sheet
Wide
Tri-Ply8#75 Base
39.37" (1 meter)
Sheet
Wide
GAFGLAS® #80
39.37" (1 meter)
Ultima' Base Sheet
Wide
GAFGLAS®
39.37" (1 meter)
Stratavene
Wide
Perforated Venting
Base Sheet
TABLE 1
Test
Specification
ASTM D2178
ASTM D2178
ASTM D2178
Prodwt: • •
Descrit16b1r' • •
Smooth surfaced asphaltic plysh`eet renfosoed
with fiberglass mat. ..... • • • • •
.• .. .. .
Smooth surfaced asphaltiaply�9t�eet reinforced
with fiberglass mat. •
Smooth surfaced asphaltic IpV sleet r4nRkreed
with fiberglass mat. • • • •
ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced
with fiberglass mat.
ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced
with fiberglass mat.
ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced
with fiberglass mat.
ASTM D4897 Smooth surfaced asphaltic perforated venting base
sheet reinforced with fiberglass mat.
GAFGLAS®
39.37" (1 meter)
ASTM D4897
Smooth surfaced asphaltic nailable venting base
Stratavent®Nailable
Wide
sheet reinforced with fiberglass mat. Bottom side
Venting Base Sheet
surfaced with granules.
Ruberoid® 20
39.37" (1 meter)
ASTM D6163
SBS polymer -modified asphalt base or
Smooth
Wide
anchor sheet reinforced with a fiberglass mat.
Ruberoie Mop
39.37" (1 meter)
ASTM D6164
Smooth surfaced mop applied SBS base or
Smooth
wide
anchor sheet reinforced with a polyester mat.
Ruberoid® Mop
39.37" (1 meter)
ASTM D6164
Smooth surfaced mop applied SBS base or anchor
Smooth 1:5
wide
sheet reinforced with a polyester mat.
Ruberoid® Mop
39.37" (1 meter)
ASTM D6164
Smooth surfaced mop applied SBS base or
Plus Smooth
wide
anchor sheet reinforced with a polyester mat.
Ruberoid® HW 25
39.37" (1 meter)
ASTM D6163
Smooth surfaced torch applied SBS base or anchor
Smooth
wide
sheet reinforced with a fiberglass mat.
NOA No.:18-0919.07
zl► , Expiration Date: 11/04/23
APPROVED,Approval Date: 11/08/18
Page 2 of 27
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Teat
Product
Product
Dimensions
Specification
Description
Ruberoid® HW
39.37" (1 meter)
ASTM D6164
Smooth surfaced torch applied SBS base or anchor
Smooth
wide
sheet reinforced with a polyester mat.
GAFGLAS®
39.37" (1 meter)
ASTM D3909
Granule surfaced asphaltic cap sheet reinforced
Mineral Surfaced
Wide
with fiberglass mat. ; • • • ; •
Cap Sheet
• 0 • • : •
. .
Tri-Ply® BUR
39.37" (1 meter)
ASTM D3909
Granule surfaced asphaltie capsheet reinforced • • • • •
Granule Cap Sheet
Wide
with fiberglass mat.
GAFGLAS®
39.3T' (1 meter)
ASTM D3909
Granule surfaced asphaltic capsneet reinforced • •; • • •
EnergyCap`"
Wide
with fiberglass mat. Cap 04&3 factarS I*Wed
• • •
Mineral Surfaced
with TOPCOAT EnergyMe Elastomeric • •
Cap Sheet
Coating. '
. . . . ......
Topcoat® Surface
5 or 55 gallons
ASTM D6083
•..•.•
Solvent -based thermoplastic rubber ' •
•
Seal SB
sealant designed to protect and restore;Wed'roof
surfaces and to increase roof reflectivity.
Topcoat®
1, 5 or 55 gallons
ASTM D6083
Water -based elastomeric coating
Membrane
Topcoat® MB Plus
5 or 55 gallons
Proprietary
Water based, low VOC primer designed to block
asphalt bleed -through.
Topcoat® FireOui'
5 or 55 gallons
Proprietary
Low VOC, water based fire barrier coating.
Fire Barrier Coating
VersaShiele Fire- 12" x 100' rolls ASTM D226 Non -asphaltic, fiberglass reinforced underlayment
Resistant Roof and/or fire barrier
Deck Protection
VersaShieldo Solo"' 42" roll wide, 100 ASTM D146, Non -asphaltic, fire resistant fiberglass
Fire -Resistant Slip & D828, 134869, underlayment
Sheet D6757
Topcoat® 1, 5 gallons or TAS 139
FlexSeal'm 1 qt. tube
APPROVED
Solvent -based elastomeric sealant.
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 3 of 27
APPROVED INSULATIONS:
Product Name
EnergyGuard' Polyiso
Insulation
EnergyGuard7" Tapered
Polyiso Insulation
EnergyGuard7' Ultra Polyiso
Insulation
EnergyGuard' RA Polyiso
Insulation
EnergyGuard" RA Composite
Polyiso Insulation
EnergyGuard' RH Polyiso
Insulation
EnergyGuard7 RH Tapered
Polyiso Insulation
EnergyGuard' RN Polyiso
Insulation
EnergyGuard'" Perlite Roof
Insulation
EnergyGuardm Perlite Recover
Board
TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Glass -faced polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation with high
density fiberboard or permalite
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Perlite insulation board
Perlite recover board
Securock® Gypsum -Fiber Roof Gypsum board
Board
Securockm Glass -Mat Roof Glass faced gypsum board
Board
Structodeltn High Density Fiber High density fiberboard
Board Roof Insulation
DensDecleo Prime Roof Board Gypsum board
DensDeck® Roof Board Gypsum board
APPROVED
Manufacturer
(With Current NOA)
GAF
GAF
GAF
GAF
United States Gypsum Corp.
United States Gypsum Corp.
Blue Ridge Fiberboard, Inc.
Georgia-Pacific Gypsum LLC
Georgia-Pacific Gypsum LLC
NOA No.:18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 4 of 27
APPROVED FASTENERS:
Fastener Product
Number Name
1. Drill -Tee'" #12 Fastener
2. Drill-Tec'" #14 Fastener
3. Drill-Tec— ASAP 3S
4. Drill -Teel" 3" Steel Plate
5. Drill-Tec"' 3" Standard Steel
Plate
6. Drill -Tee"' AccuTrae Flat
Plate
7. Drill-Tec'" AccuTrae
Recessed Plate
8. Drill-Tec 3 in. Ribbed
Galvalume Plate (Flat)
TABLE 3
Product
Description
Phillips head, modified
buttress thread, pinch point,
carbon steel fastener for use
in steel or wood decks. With
CR-10 coating. Available
with a pinch point or drill
point.
Truss head, self -drilling,
pinch point, high thread
fastener for use in steel, wood
or concrete decks.
Drill-Tec"m #12 Fastener with
Drill-Tec' 3" Standard Steel
Plate.
Round Galvalume® steel
stress plate with reinforcing
ribs and recessed for use with
Drill-Tec' fasteners.
Galvalume® coated steel
stress plate for use with
approved Drill-Tec'
fasteners.
A2-SS aluminized steel plate
for use with Drill -Tee"
fasteners.
Galvalume® steel plate with
recess for use with Drill-
Tec"' fasteners.
Round Galvalume® plated
steel stress plate with
reinforcing ribs for use with
Drill-Tec'" fasteners.
Dimensions
#12 x 8" max.
length, #3
Phillips head.
Manufacturer
(With Current NOM
GAF
#14x 16" ••••••
max. length,. • ....
#3 Phillips ..' ..'
head ••••••
See •
components'
3" Round
3" Round
3" square;
.01 T' thick
3" square;
.017" thick
3" Round
GAF
GAF
GAF
GAF
NOA No.: 1"919.07
NpgMw,aoe eat�rnY Expiration Date: 11/04/23
PR Approval Date: 11/08/18
Page 5 of 27
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Description
Date
Factory Mutual Research Corp.
3014547
4470
05/22/03
3029832
4470
05/11/07
3033135
4470
11/24/08
3034312
4470
04/09/09
3036980
4470
08/14/09
3038278
4470
;...tV18/11
3040738
4470 .'.
11/16/1Q • •';
3041769
4470
: • • 4Y26/1 t
3042887
4470 ...��•
• . •„•
.
3042905
•••;
4470
.11/14/11.
3046081
4470 •••••�
�02�/13/13•;•••
3046388
4470 • • • • • •
• •:D9J24/12....
3047636
4470 "•
" 0911/08/1-10
ODOA8.AM
4470
0.7/09/99 •
......
OD1A8.AM
.
4470 .
.
; • • MY29/94
OY9Q5.AM
4470 ' ..'
04/01/9E:
1B9A8.AM
4470
• • 09/04/97
2B8A4.AM
4470
07/02/97
3B9Q1.AM
4470
01/08/98
3D4Q2.AM
4470
05/30/97
797-03221-267
4470
09/27/07
797-03825-267
4470
07/21/08
797-10228-267
4470
01 /23/15
UL LLC
R1306
UL 790
08/21/18
PRI Construction Materials
GAF-122-02-01
TAS 139
05/07/06
Technologies, LLC
GAF-270-02-02
ASTM D226
11/15/10
GAF-276-02-01Rev
ASTM D6083
12/16/10
GAF-276-02-02
ASTM D226
11/15/10
GAF-306-02-01
ASTM E96
07/07/11
GAF-314-02-01
ASTM D2178
08/23/11
GAF-315-02-01
ASTM D2178
08/23/ 11
GAF-369-02-01
ASTM C1289
10/22/12
GAF-417-02-01
ASTM C1289
05/28/13
GAF-464-02-01
ASTM C1289
10/22/12
GAF-464-02-01
ASTM C1289
02/06/14
GAF-499-02-01
ASTM D6083
03/12/14
GAF-500-02-01
ASTM D6083
03/12/14
GAF-549-02-01
TAS 114
08/08/14
GAF-549-02-02
TAS 114
08/08/14
GAF-559-02-01
TAS 117(B)
09/30/14
GAF-559-02-04
ASTM D 1876
10/01/14
GAF-559-02-05
ASTM D 1876
10/15/14
GAF-559-02-06
TAS 114(H)
10/02/14
GAF-559-02-07
ASTM D 903
10/02/14
GAF-559-02-08
ASTM D 903
10/02/14
NOA No.:18-0919.07
APPROVED rtu►MFowne courmr Expiration Date: 11/04/23
Approval Date: 11/09/18
Page 6 of 27
EVIDENCE SUBM TTED: (CONTENUED)
Test Agency
Test Identifier
Description
Date
PRI Construction Materials
GAF-559-02-09
ASTM D 903
10/02/14
Technologies, LLC
GAF-559-02-11
TAS 114
10/14/14
GAF-559-02-12
TAS 114
10/14/14
GAF-559-02-13
TAS 114
10/15/14
GAF-559-02-14
TAS 114
10/15/14
GAF-559-02-15
TAS 114
%JOW/14
GAF-559-02-16
TAS 114.0 .'.
' 10/15/14
GAF-559-02-18
TAS 114�
: • 1845/14
GAF-559-02-19
TAS 114...:..
04/16/15
GAF-628-02-01
ASTM C1289...
-.05/31/16
IRT of S. Fl.
02-005
TAS 1140000,,
�
.Q1418/02
02-014
TAS 114..' ..'
' .03/2t/02
Testy ERD
C8500SC.11.07
TAS 117; * * : *;
11/30/07
G30250.02.10-3-R2
ASTM D3969
%
:'06/M/15
G31360.03.10
ASTM D6164.
03/3j/10
G33470.01.11
ASTM D6164
•??/16/11
G34140.04.11-2
ASTM D6163
04/25/11
G34140.04.11-4-R2
ASTM' D6401
06/04/15
G34140.04.11-5-R3
ASTM D4897
06/04/15
G36780.07.11-R1
4470-TAS 114
07/18/11
G40630.01.14-1
ASTM D6163
01/06/14
G40630.01.14-2A
ASTM D6164
01/07/14
G40630.01.14-2A-1-R1
ASTM D6164
04/10/14
G43610.01.14
ASTM D3909
01/22/14
G6850.08.07-1
ASTM D3909
08/13/07
SC6870.08.14-R1
ASTM D3909
09/04/14
SC9700.08.15-R1
ASTM D2178
8/31/2015
SC10680.05.16
ASTM D6163
5/10/2016
SC13105.03.17-R1
ASTM D6164
3/23/2017
Dynatech Engineering Corporation
#4482.02.95-1
TAS 114
09/01/95
Atlantic & Caribbean Roof
11-053
TAS 114
08/12/11
Consultants, LLC
NOA No.:18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 7 of 27
APPROVED ASSEMBLIES
Membrane Type:
BUR
Deck Type 1I:
Wood, Insulated
Deck Description:
Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. at panel end and
intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max.
System Type A(1):
All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is
subsequently fully adhered to insulation.
All General and System Limitations shall apply. • • • • • •
•
Fire Barrier:
.
.. . . . .
Topcoat® FireOut' Fire Barrier Coating, VersaShield* Fire-ResistVt hoof Decic•Protecttdff,• • .
(optional)
VersaShield* Solo' Fire -Resistant Slip Sheet, DensDeck®RoofBWd, Securock* Glass:....:
Mat Roof Board or Securock® Gypsum Fiber Roof Board instalKmanuraotuisr's -
• • **:*so
installation instructions. •tv •
Anchor sheet:
GAFGLAS* #80 Ultima"' Base Sheet, GAFGLAS* Stratavent® f4glable Venting base • ;
Sheet or Ruberoid* 20 Smooth mechanically fastened as descrip;+W. • • ; ,
Fastening
......
GAFGLAS* Ply 4, GAFGLAS* Flex Ply 6, GAFGLAS* #7512aso Sheet of any of abo ;e • • •
Option #1:
anchor sheets attached to deck with approved annular ring shank nails and tihAps'at a
fastener spacing of 9" o.c. at the lap staggered and in two rows 18" o.c. in the field.
Not for use with DensDeck or Securock Fire Barrier
(Maximum Design Pressure -45 psf. See General Limitation #9)
Fastening GAFGLAS* Ply 4, GAFGLAS* F1exPly 6, GAFGLAS* #75 Base Sheet or any of above
Option #2: anchor sheets attached to deck with Drill-Tec' #12 Fastener, Drill-Tec' #14 Fastener and
Drill-Tec' 3" Steel Plate, Drill-Tec' AccuTrac* Flat Plate or Drill-Tec' AccuTrac®
Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally
spaced approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure -45psf. See General Limitation #9)
Fastening GAFGLAS® F1exPly 6, GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of
Option #3: above anchor sheets attached to deck with approved annular ring shank nails and tin caps at
a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field.
Not for use with DensDeck or Securock Fire Barrier
(Maximum Design Pressure 52.5 psf. See General Limitation #7)
Fastening Any of the above anchor sheets attached to deck with approved 1'/." annular ring shank nails
Option #4: and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows
staggered with a fastener spacing of 9" o.c. in the center of the membrane.
Not for use with DensDeck or Securock Fire Barrier
(Maximum Design Pressure -60 psf. See General Limitation #7)
Fastening GAFGLAS* #75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec'
Option #5: #12 Fastener, Drill-Tec' #14 Fastener and Drill-Tec"' 3" Steel Plate, Drill-Tec'" AccuTrac*
Flat Plate or Drill-Tec' AccuTrac* Recessed Plate 12" o.c. in 4 rows. One row is in the 2"
side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure -45 psf. See General Limitation #9)
NOA No.:18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 9 of 27
Fastening (Continued) Any of above anchor sheets attached to deck approved annular ring shank nails and 3"
Option #6: inverted Drill-Tec"' insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in
two rows 9" in the field. Not for use with DensDeck or Securock Fire Barrier
(Maximum Design Pressure —60 psf. See General Limitation #7)
Fastening GAFGLAS' #75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec'
Option #7: #12 Fastener or Drill-Tec7" #14 Fastener and 3" Drill-Tec" 3" Steel Plate, Drill-Tec'
AccuTrac' Flat Plate or Drill-Tec' AccuTrac' Recessed Plate 8" o.c. in 4 rows. One row is
in the 2" side lap. The other rows are equally spaced approximately 9" o.c. ijg the Meld of
the sheet. :0 0 0 9 0
(Maximum Design Pressure —45psf. See General Limitation #ijl.' : . . .'
...... .00060 •
. •*0000
e or more layers of any of the following insulations. •
off":
•0000:
Insulation Layer Insulation Fasteners • %�dristener
.... . .....
Ene Guard'" Po „� (Table 3) f::: % -urps ity/ft! -: - -
rgy Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, EnergyGmaIA" Polyiso . 000000
Insulation, EnergyGuard"' RA Polyiso Insulation, EnergyGuard"' RA Composite Pol 64mulation • f
Minimum 1" thick N/A 0 0 7y/A ......
EnergyGuard"' Perlite Recover Board, DensDeck' Prime Roof Board ' ' ' 0 0
Minimum 'A" thick N/A ' •' • N/A
EnergyGuard' Perlite Roof Insulation
Minimum %" thick N/A N/A
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the
EVT range and at a rate of 20401bsJ100 W. Please refer to Roofing Application Standard RAS 117 for
insulation attachment. Composite insulation panels may be used as a top layer placed with the
polyisocyyanurate side facing down. GAF requires either a ply of GAFGLAS' Stratavene Perforated Venting
Base Sheet laid dry or a layer of EnergyGuard' Perlite Roof Insulation or wood fiber overlay board on all
polyisocyanurate applications.
Base Sheet: (Optional) Install one ply of GAFGLAS' #75 Base Sheet, Tri-Ply' #75 Base Sheet,
GAFGLAS' #80 Ultima"' Base Sheet, Ruberoid' Mop Smooth, Ruberoid' Mop Smooth
1.5, Ruberoid' Mop Plus Smooth or Ruberoid' 20 Smooth, Ruberoid' HW Smooth or
Ruberoid' HW 25 Smooth directly over the top layer of insulation. Adhere with any
approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
applied in accordance with manufacturer's instructions. (see General Limitation #4).
OR
GAFGLAS' Stratavent' Perforated Venting Base Sheet loose -laid dry (not for use with
perlite top layer insulation or composite polyiso top layer insulation).
Ply Sheet: One or more plies GAFGLAS' Ply 4, TriPly' Ply 4, GAFGLAS' FlexPly 6 or
GAFGLAS' #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied
within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation
instructions.
Cap Sheet: (Optional) One ply of GAFGLAS' Mineral Surfaced Cap Sheet, Tri-Ply' BUR Granule
Cap Sheet or GAFGLAS' EnergyCap' Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs./sq.
installed per manufacturer's installation instructions.
NOA No.:18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 9 of 27
Surfacing:
Optional on granular surfaced membranes; required for smooth membranes. Chosen
components must be applied according to manufacturer's application instructions. All
coatings must be listed within a current NOA.
1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of
approved asphalt at 60 lbs./sq.
2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq.
OR
Topcoat® MB Plus applied at 0.5 to 0.75 galJsq.(to be used as a primer) followed by
Topcoat® Membrane applied at 0.5 to 0.75 gal./sq.
..... .
3. Fiber Aluminum Roof Coating. •
Maximum Design
...... . ......
•
Pressure:
See Fastening Options. • • • • • •
NOA No.:18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 10 of 27
Membrane Type:
BUR
Deck Type 1I:
Wood, Insulated
Deck Description:
Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and
intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max.
System Type A(2):
All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is
subsequently fiilly adhered to insulation.
All General and System Limitations shall apply.
Fire Barrier:
Topcoat' FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Slili Sbat or
(optional)
VersaShield' Solo"' Fire -Resistant Slip Sheet installed per m;pV4( turerl installation •' � �'
instructions. • • • • • • •
Anchor sheet:
GAFGLAS' #75 Base Sheet, Tri-Ply' #75 Base Sheet, Rubel AOM Smooth or :....:
GAFGLAS' Stratavent' Venting Nailable Base Sheet is secmrp� j Mescrjk6elow. ; • • • •
Fastening
Miami -Dade County Approved min. 12 ga. Annular ring shank' Hi'lil and nun, 1-S/8 in."
Option #1:
P
diameter tin caps are aced 8 in. o.c. in the min. 4 in. wide • • * heet side la s and•§ • • •
P spaced aPP P1 P •
in. o.c. in the field of the sheet in two staggered rows. • • • •
. . . .
......
(Maximum Design Pressure:-4Spsf. See General Lineitatien #7�1
Fastening
Miami -Dade County Approved min. 12 ga. Annular ring shank nails • and io, i.1518 in
Option #2:
diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6
in. o.c. in the field of the sheet in two staggered rows.
(Maximum Design Pressure: -52.5 psf. See General Limitation #7)
Fastening
Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec'
Option #3:
AccuTrac' Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 16
in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet
in two staggered rows.
(Maximum Design Pressure: 52.5 psf. See General Limitation #7)
Fastening
Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec'
Option #4:
AccuTrac' Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12
in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet
in two staggered rows.
(Maadmum Design Pressure: -60 psf. See General Limitation #7)
Fastening
Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec'
Option #5:
AccuTrac' Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in.
o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in
three staggered rows.
(Maximum Design Pressure: -75 psf. See General Limitation #7)
One or more layers of any of the following insulations.
Base Insulation Layer
Insulation Fasteners Fastener
(Table 3) Density/fe
EnergyGuard"' Polyiso Insulation, EnergyGuard7 Tapered Polyiso Insulation, EnergyGuard"' Ultra Polyiso
Insulation, EnergyGuard"'
RH Polyiso Insulation, EnergyGuard' RH Tapered Polyiso Insulation
Minimum 1" thick
N/A N/A
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 11 of 27
Top Insulation Layer
Insulation Fasteners Fastener
(Table 3) Density/ff
EnergyGaard' Perlite Roof Insulation
Minimum'/thick
N/A N/A
Structodek® High Density Fiberboard Roof Insulation
Minimum'/? thick
N/A N/A
Securock® Gypsum -Fiber Roof Board, DensDecko Prime Roof Board
Minimum'/4" thick
N/A N/A
Note: All insulation shall be adhered in a fall mopping of approved hot asphalt within the EVT eA*dand at a
rate of 20-40 lbsJ100 fe.
Please refer to Roofing Application Standard RAS 117 for ifljylation attachment.
Base Sheet (Optional):
GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, RubeMiiV120 Smdoth adhered hr • •
a full mopping of hot asphalt applied at 20-40 lbsJsq. installed peere manufacturer's ... ,.
installation instructions. • 00004
Ply Sheet:
When optional base sheet and/or cap sheet is present: '"""•
GAFGLAS® Ply 4, Tri Ply® Ply 4, GAt ® Fle) )sly b adhered
Two or more plies of
in a full mopping of hot asphalt applied at 20-40 lbs./sq. instilled I*r maqufaclurer's • • ;,
installation instructions. •
When optional base sheet and/or cap sheet is not present:
Three or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® Flex Ply 6
adhered in a full mopping of hot asphalt applied at 20-40 lbsJsq. installed per
manufacturer's installation instructions.
Cap Sheet (Optional):
GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or
GAFGLAS® EnergyCap' Mineral Surfaced Cap Sheet adhered in a full mopping of hot
asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions.
Surfacing:
Optional on granular surfaced membranes; required for smooth membranes.
Chosen components must be applied according to manufacturer's application
instructions. All coatings must be listed within a current NOA.
1. Gravel or slag applied at 400 lbsJsq. and 3001bs./sq. respectively in a flood coat of
approved asphalt at 60 lbs./sq.
2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq.
OR
Topcoat® MB Plus applied at 0.5 to 0.75 galJsq.(to be used as a primer) followed by
Topcoat® Membrane applied at 0.5 to 0.75 galJsq.
3. Aluminum Fiber Roof Coating.
Maximum Design
Pressure: See fastening options above.
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 12 of 27
Membrane Type:
BUR
Deck Type 1I:
Wood, Insulated
Deck Description:
Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and
intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max.
System Type A(3):
All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is
subsequently fully adhered to insulation.
All General and System
Limitations shall apply.
Fire Barrier:
Topcoat® FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Stilt �Pttor
(optional)
VersaShield® Solo'" Fire -Resistant Slip Sheet installed per m3nufdcturer's' installation• • • ° • •
instructions. • • • • • • •
20 Smoothbr
Anchor sheet:
GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Rubetblda • 4, • ;
GAFGLAS® Stratavent® Venting Nailable Base Sheet is secured'a's.descrVed Below. ' •
Fastening
•Y•• • •• .....
Miami -Dade County Approved min. 12 ga. annular ring sham Udh:and 41e a l5/8 in. • • : • • •
Option #1:
diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anc hbf sheet sigh laps and'8.4 : •
in. o.c. in the field of the sheet in two staggered rows. 0 . . •
. . ......
(Maximum Design Pressure. —45 psf. See General Limitation #7, " • • • •
Fastening
Miami -Dade County Approved min. 12 ga. annular ring shank nails and A'a 5/8 in.' '
Option #2:
diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side Ups and 6
in. o.c. in the field of the sheet in two staggered rows.
(Maximum Design Pressure: 52.5 psf. See General Limitation #7)
Fastening
Drill-Tec"' #14 Fasteners and Drill-Tec7 3 in. Standard Steel Plates, Drill-Tec"'
Option #3:
AccuTrac® Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 16
in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the
sheet in two staggered rows.
(Maximum Design Pressure: 525 psf. See General Limitation #7)
Fastening
Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec'
Option #4:
AccuTrac® Flat Plates or Drill-Tec'" 3 in. Ribbed Galvalume Plate (Flat) are spaced 12
in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the
sheet in two staggered rows.
(Maadmum Design Pressure: —60 psf. See General Limitation #7)
Fastening
Drill-Tec"' #14 Fasteners and Drill-Tec"' 3 in_ Standard Steel Plates, Drill-Tec"'
Option #5:
AccuTrac® Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in.
o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in
three staggered rows.
(Maximum Design Pressure: —75 psf. See General Limitation #7)
NOA No.:18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 13 of 27
One or more layers of any of the following insulations.
Base Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/fe
EnergyGuard7 Polyiso Insulation, EnergyGuard' Tapered Polyiso Insulation, EnergyGuard' Ultra Polyiso
Insulation, EnergyGuard' RH Polyiso Insulation, EnergyGuard' RH Tapered Polyiso Insulation
Minimum 1" thick N/A N/A
Top Insulation Layer
EnergyGuard' Perlite Roof Insulation
Minimum 3/4" thick
Stractodek' High Density Fiberboard Roof Insulation
Minimum %" thick
Insulation Fasteners Fastener
(Table 3) Density/ftt
N/A 14;A ......
.. . . . .'
......
...... . ......
N/A •.•... I/A
Securock' Gypsum -Fiber Roof Board, DensDeck' Prime Roof Board V.
Minimum'/4" thick N/A •..&% ..�..'
Note: All insulation shall be adhered in a full mopping of approved hot asphalt withiVd EVT rani a 0nd at'd
rate of 20-40 lbsJ100 fe. Please refer to Roofing Application Standard RAS 117 for ipsu�a ffon ateac�ment. • • • •
......
Base Sheet: Ruberoid' 20 Smooth adhered in a full mopping of hot asphal� ap�ilied at20-401bs./s4.....
Cap Sheet: GAFGLAS' Mineral Surfaced Cap Sheet, Tri-Ply* BUR Granule Cap Shea or •
GAFGLAS' EnergyCar Mineral Surfaced Cap Sheet adhered in a full mopping of hot
asphalt applied at 20 — 40 lbsJsq. installed per manufacturer's installation instructions.
Surfacing: Optional on granular surfaced membranes; required for smooth membranes.
Chosen components must be applied according to manufacturer's application
instractions. Ali coatings must be listed within a current NOA.
1. Gravel or slag applied at 4001bsJsq. and 300 lbsJsq. respectively in a flood coat of
approved asphalt at 60 lbsJsq.
2. Topcoat' Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq.
OR
Topcoat® MB Plus applied at 0.5 to 0.75 galJsq.(to be used as a primer) followed by
Topcoat' Membrane applied at 0.5 to 0.75 galJsq.
3. Aluminum Fiber Roof Coating.
Maximum Design
Pressure: See fastening options above.
NOA No.:18-0919.07
�flE eTM Expiration Date: 11/04/23
APPROVED Approval Date: 11/08/18
Page 14 of 27
Membrane Type:
BUR
Deck Type 1I:
Wood, Insulated
Deck Description:
Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and
intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max.
System Type A(4):
All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is
subsequently fully adhered to insulation.
All General and System Limitations shall apply.
Fire Barrier:
TOPCOAT FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or
(optional)
VersaShield® Solo'" Fire -Resistant Slip Sheet installed per manufacturer's installation
instructions. :...:.
66664,9
Anchor sheet:
GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid4b 20 Sm4 DAAr. •
.... ,..
GAFGLAS® Stratavene Venting Nailable Base Sheet is secured:Wdescnlbed below. .
.
Fastening
•
.........
Miami Dade County Approved min. 12 ga. annular ring shank .nails.. and no. 1 -/8 in. • •
Option #1:
diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anehw;heet side IA ps ands$•
....
.•
in. o.c. in the field of the sheet in two staggered rows. • • : " : . • • •
(Maximum Design Pressure. -45 psf. See General Lin &atioa # Y. to. •
Fastening
Miami -Dade County Approved min. 12 ga. annular ring shank -nails And mint..1.44 in. • •
Option #2:
diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anahosNeet si a las and Cti
in. o.c. in the field of the sheet in two staggered rows. • .:.. to
(Maximum Design Pressure. —52.5 psf. See General Limitation #7)
Fastening
Drill-Tec'" #14 Fasteners and Drill-Tec'" 3 in. Standard Steel Plates, Drill-Tec'"
Option #3:
AccuTraco Flat Plates or Drill-Tec"' 3 in. Ribbed Galvalume Plate (Flat) are spaced 16
in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet
in two staggered rows.
(Maximum Design Pressure. 52.5 psf. See General Limitation #7)
Fastening
Drill-Tec' #14 Fasteners and Drill -Tech' 3 in. Standard Steel Plates, Drill-Tec'"
Option #4:
AccuTrac® Flat Plates or Drill -Tee 3 in. Ribbed Galvalume Plate (Flat) are spaced 12
in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet
in two staggered rows.
(Maximum Design Pressure: -60 psf. See General Limitation #7)
Fastening
Drill-TecT" #14 Fasteners and Dfill-Tec` 3 in. Standard Steel Plates, Drill-Te6-
Option #5:
AccuTrac® Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in.
o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in
three staggered rows.
(Maximum Design Pressure: —82.5 psf. See General Limitation #7)
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 15 of 27
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener Density/ft2
(Table 3)
EnergyGuard'•' Polyiso Insulation, EnergyGuard' Tapered Polyiso Insulation, EnergyGuard' Ultra Polyiso
Insulation, EnergyGuarC RH Polyiso Insulation, EnergyGuard" RH Tapered Polyiso Insulation
Minimum 1" thick N/A N/A
Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT range and at a
rate of 20-40 lbsJ100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment.
Base Sheet: GAFGLAS® Stratavene Perforated Venting Base Sheet is laid dry over the insulation.
Ply Sheet: When optional cap sheet is present:
Two or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAtS® F1e4PN Vadhered• • •
in a full mopping of hot asphalt applied at 20-40 lbs./sq. instaldgdpet manufacturer's •
Installation instructions. • • • • • • • • • • o • •
When optional cap sheet is not present: • . • •
Three or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFWAS® Flex.P•ly6 ..: •
adhered in a full mopping of hot asphalt applied at 20-40 lbs./� Ulalled ��' • • • • •
manufacturer's installation instructions. •
Cap Sheet (Optional): GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Shet•Ot' • •
GAFGLAS® EnergyCap' Mineral Surfaced Cap Sheet adhered jq; 4lu mopping of hot- • • •
asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation inst+rnctions.
Surfacing: Optional on granular surfaced membranes; required for smooth membranes.
Chosen components must be applied according to manufacturer's application
instructions. All coatings must be listed within a current NOA.
1. Gravel or slag applied at 400 lbs./sq. and 3001bsJsq. respectively in a flood coat of
approved asphalt at 601bs./sq.
2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at I to 1.5 gal./sq.
OR
Topcoat® MB Plus applied at 0.5 to 0.75 galJsq.(to be used as a primer) followed by
Topcoat® Membrane applied at 0.5 to 0.75 gal./sq.
3. Aluminum Fiber Roof Coating.
Marimum Design
Pressure: See fastening options above.
NOA No.:1"19.07
MwhtwYnt courmr Expiration Date: 11/04/23
Approval Date: 11/08/19
Page 16 of 27
Membrane Type:
BUR
Deck Type 1I:
Wood, Insulated
Deck Description:
19/32" thick or greater or greater plywood or wood plank secured 6 in. o.c. at panel end
and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max.
System Type A(S):
All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is
subsequently fully adhered to insulation.
All General and System Limitations shall apply.
Fire Barrier:
FireOut' Fire Barrier Coating, VersaShield' Fire -Resistant Slip Sheet or VersaShield'
(optional)
Solo' Fire -Resistant Slip Sheet.
Anchor sheet:
GAFGLAS' #75 Base Sheet or Tri-Ply' #75 Base Sheet is secured as desonfiizd below.... o .
with Dade County Approved nun. 12 ga. galvanized ring shanittmlt and ,1-5/8 in. • •
...... . ......
diameter tin tabs. •
Fastening:
Nails and tabs are spaced 8 in. o.c. in the 4 in. wide side lap add Sip. o.c.�n�two •
""
staggered rows in the field of the sheet' " • • • • •
...... .... .... .
One or more layers of any of the following insulations.
Base Insulation Layer
Insulation Fasteners : : Faftener •
(Table 3) : mAty/ft=. .
EnergyGuard"' Polyiso Insulation, EnergyGnard"' Tapered Polyiso Insulation, EnergyGuard"' RH psWso :"":
Insulation, EnergyGuardm RH Tapered Polyiso Insulation ""
Minimum 1" thick
N/A N/A
Top Insulation Layer
Insulation Fasteners Fastener
(Table 3) Density/ft2
Structodek' High Density Fiberboard Roof Insulation, Securock' Gypsum -Fiber Roof Board
Minimum %" thick
N/A N/A
Note: All insulation shall be adhered in a fall mopping of approved hot asphalt within the EVT range and at a
rate of 20-40 lbsJ100 ft2.
Please refer to Roofing Application Standard RAS 117 for insulation attachment.
Base Ply:
Two or more plies of GAFGLAS' FlexPly"` 6 adhered with hot asphalt applied at 20-25
1bsJsq.
Cap Ply:
GAFGLAS' Mineral Surfaced Cap Sheet adhered with hot asphalt applied at 20-25
lbs./sq.
Surfacing:
Optional on granular surfaced membranes; required for smooth membranes.
Chosen components must be applied according to manufacturer's application
instructions. All coatings must be listed within a current NOA.
1. Gravel or slag applied at 4001bs./sq. and 3001bs./sq. respectively in a flood coat of
approved asphalt at 60 lbsJsq.
2. Topcoat' Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq.
OR
Topcoat' MB Plus applied at 0.5 to 0.75 galJsq.(to be used as a primer) followed by
Topcoat' Membrane applied at 0.5 to 0.75 galJsq.
Maximum Design
Pressure: —525 psf. (See General Limitation #7)
NOA No.:184919.07
MIAMFWIDEGOUN77 Expiration Date: 11/04/23
APPROVED I Approval Date: 11/08/18
Page 17 of 27
Membrane Type: BUR
Deck Type 1I: Wood, Insulated
Deck Description: 19/32" or greater thick or greater plywood or wood plank secured 6 in. o.c. at panel end
and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max.
System Type Q All layers of insulation are mechanically attached to roof deck Membrane k
subsequently fully adhered to insulation.
All General and System Limitations shall apply.
Fire Barrier: FkeOutd" Fire Barrier Coating, VersaShield' Fire -Resistant Slip Sheet or VersaShield'
(optional) Solo"' Fire -Resistant Slip Sheet. :...:.
......
One or more layers of any of the following insulations. • • • • • • • � • • • •
Base Insulation Layer (Optional) Insulation Fas enertsc Fastened ....:
(Table 3)• • : • • ; • gensity/ft • •
EnergyGuard' Polyiso Insulation, EnergyGuard' RA Polyiso Insulation, EnergyGuarj ;W PolyisAinsulathq . . •
Minimum 1" thick N/A ..'..' N/A ......
Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. InsulaPon ' •
panels listed are minimum sizes and dimensions; if larger panels are used, the numbez of fastenergMilA[ be •
increased maintaining the same fastener density. Please refer to Roofing Application standard RAS.117 for
insulation attachment. GAF requires either a ply of GAFGLAS' Stratavent' Perforated Venting N64heet
laid dry or a layer of EnergyGuard' Perlite Roof Insulation or wood fiber overlay board on all
polyisocyanurate applications.
Top Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/fe
SECUROCK' Gypsum -Fiber Roof Board
Minimum %" thick 2,8 1:1.78 W
Base Ply: Two or more plies of GAFGLAS® F1exP1yTM 6 adhered with hot asphalt applied at 20-25
lbs./sq. installed per manufacturer's installation instructions.
Cap Ply: GAFGLAS' Mineral Surfaced Cap Sheet, Tn-Ply' BUR Granule Cap Sheet or
GAFGLAS' EnergyCe Mineral Surfaced Cap Sheet adhered with hot asphalt applied
at 20-25 lbsJsq. installed per manufacturer's installation instructions
Surfacing: Optional on granular surfaced membranes; required for smooth membranes.
Chosen components must be applied according to manufacturer's application
Instructions. All coatings must be listed within a current NOA.
1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood coat of
approved asphalt at 601bsJsq.
2. Topcoat' Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gaUsq.
OR
Topcoat' MB Plus applied at 0.5 to 0.75 galJsq.(to be used as a primer) followed by
Topcoat' Membrane applied at 0.5 to 0.75 galJsq.
3. Fiber Aluminum Roof Coating.
Maximum Design
Pressure: -60 psf. (See General Limitation #7)
NOA No.:18-0919.07
_:APPROVED'
APPRO COUNTY Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 18 of 27
Membrane Type:
Deck Type 1I:
Deck Description:
System Type D:
BUR
Wood, Insulated
19/32" or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate
supports with 8d ring shank nails to supports spaced 24 in. o.c. at max.
All insulation is loose laid with preliminary attachment to roof deck. Anchor sheet is
subsequently mechanically fastened through insulation to the roof deck.
All General and System Limitations shall apply.
One or more layers of any of the following insulations.
Insulation
Insulation Layer lation Fasteners Fastener
(Table 3) �DeM#ity/ft2
EnergyGuard' Polyiso Insulation, EnergyGuard' Ultra Polyiso Insulation, EnergyGvard:'•RA Pblyi b'
Insulation • • •
Minimum 13" thick N/A "' : 00 N/A
Structodek® High Density Fiber Board
Minimum 1" thick
. 0 0.0 . .
...00
.....0 ... ...0.'
Note: Insulation shall have preliminary attachment, prior to the installation of the base. s get, at s lnia0 muln• • •
application rate of two fasteners per board for insulation boards having no dimension gresber than 4A, and „ •
four fasteners for any insulation board having no dimension greater than 9 & All layers or*nsulationo optioW. ,,
thermal barrier (when present) and base sheet shall be simultaneously fastened. See pasg sheet below for •
fasteners and density. Please refer to Roofing Application Standard RAS 117 for insulktiod atta*Vt tt. •
.000
Fire Barrier: FireOuf- Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck Protection,
(optional) VersaShield® Solo'" Fire -Resistant Slip Sheet, DensDeck® Roof Board, Securock'" Glass -
Mat Roof Board or Securock"' Gypsum Fiber Roof Board
N/A
Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLASa #80
Ultimdw Base Sheet, GAFGLAS® Stratavene Nailable Venting Base Sheet or Ruberoid®
20 Smooth applied over the loose laid insulation with 2" side laps mechanically fastened as
described below;
Fastening Drill-Tec"' #12 Fastener or Drill-Tece" #14 Fastener and Drill-Tec"' 3" Steel Plate, Drill -
Option #1: Tec 3 in. Ribbed Galvalumie Plate (Flat), Drill -Teo"' AccuTrae Flat Plate or Drill-Tec"'
AccuTrac® Recessed Plate is installed through the base sheet and insulation in 3 rows 12"
o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 12"
o.c. in the field of the sheet.
(Maximum Design Pressure —45 psf. See General Limitation #9)
Fastening Drill-Tec'" #12 Fastener or Drill -Tee #14 Fastener and Drill-Tec"' 3" Steel Plate, Drill -
Option #2: Tec 3 in. Ribbed Galvalume Plate (Flat), Drill-Tece' AccuTrac® Flat Plate or Drill-Tece'
AccuTrac® Recessed Plate is installed through the base sheet and insulation in 4 rows 8"
o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9"
o.c. in the field of the sheet.
(Maximum Design Pressure —75 psf. See General Limitation #9)
Fastening GAFGLAS® #80 Ultima"' Base Sheet, Ruberoid® 20 Smooth, Ruberoid® Mop Smooth
Option #3: attached to deck with approved annular ring shank nails with a minimum embedment of 1"
into the wood substrate and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4"
lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the
membrane. Not for use with DensDeck or Securock Fire Barrier
(Maximum Design Pressure —60 psf. See General Limitation #7)
NOA No.:184919.07
rnnMFannEcour�n Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 19 of 27
Fastening (Continued) Drill -Tee #12 Fastener or Drill -Tee #14 Fastener and Drill -Tee 3" Steel Plate, Drill -
Option #4: Tec 3 in. Ribbed Galvalume Plate (Flat), Drill -Tee AccuTrac* Flat Plate or Drill-Tec""
AccuTrac* Recessed Plate in 4 rows 12" o.c. One row is in the 2" side lap. The other rows
are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —60 psf. See General Limitation #9)
Ply Sheet: One or more plies of GAFGLAS* Ply 4, Tri-Ply® Ply 4, GAFGLAS* F1exPly 6 or
GAFGLAS* #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied
within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation
instructions.
Cap Sheet: (Optional) One ply of GAFGLAS* Mineral Surfaced Cap Sheet, Tri-Ply BUR Granule
Cap Sheet or GAFGLAS* EnergyCap"' Mineral Surfaced Cap Sheet 4dherectra fell
mopping of approved asphalt applied within the EVT range and'at a race of 20-401bs./sq. . •
installed per manufacturer's installation instructions. • • • ; • • • • • • • •
Surfacing: Optional on granular surfaced membranes; required for smooth inembrAnm Chos4d • • •;
components must be applied according to manufacturer's appliadon instruadons......
All coatings must be listed within a current NOA. • • • • • • • • • • • • • • •
.. .. .. . ......
1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq. respective loo in a - flood coat of •
approved asphalt at 601bsJsq. • • • • • •
2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 fa i'S V./sq. .. ;' • • •
OR 0000
Topcoat° MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by
Topcoat* Membrane applied at 0.5 to 0.75 galJsq.
3. Fiber Aluminum Roof Coating.
Maximum Design
Pressure: See Fastening Options
NOA No.:18-0919.07
MTT-I oNwE eotmrr Expiration Date: 11/04/23
ROVED I Approval Date: 11/08/18
Page 20 of 27
Membrane Type:
BUR
Deck Type 1:
Wood, Non -insulated
Deck Description:
19/32" or greater plywood or wood plank decks secured 6 in. o.c. at panel end and
intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max.
System Type E(1):
Anchor sheet mechanically attached to roof deck.
All General and System Limitations shall apply.
Fire Barrier:
Topcoat' FireOut"' Fire Barrier Coating, VersaShield' Fire Resistant Roof Deck
(optional)
Protection, VersaShield' Solo' Fire -Resistant Slip Sheet installed per manufacturer's
installation instructions. :... ; .
Base sheet:
......
GAFGLAS' #80 Ultima' Base Sheet, Stratavent® Nailable Venting Base Sheet, Ruberoid' .
20 Smooth, Ruberoid' SBS Heat -Weld' Smooth or Ruberoid' SB3 Heat-Rltld 25 base .... •
sheet mechanically fastened to deck as described below;
Fastening
..... .. . . .
GAFGLAS' Flex Ply 6, GAFGLAS' #75 Base Sheet, Tri-Ply&W" Base gheetoi any of • •
Option #1:
the above anchor sheets attached to deck with approved annulaf fibrdiank U&IC 0gd tin " • • •
caps at a fastener spacing of 9 o.c. at the 4 lap staggered and *n twor rows 9 o.c. m the .
field. •
. . . . ......
(Maximum Design Pressure —52.5 psf. See General Limiodom #7). : ""' •
Fastening
......
GAFGLAS' #80 Ultima' Base Sheet, Ruberoid' 20 Smooth or Ruberoid' Mops $month* '
Option #2:
attached to deck with approved 1'/4" annular ring shank nails and inverted 3" steel plate at a
fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of
9" o.c. in the center of the membrane.
(Maximum Design Pressure —60 psf. See General Limitation #7)
Ply Sheet:
One or more plies of GAFGLAS' Ply 4, Tri Ply' Ply 4 or GAFGLAS' #80 Ultima Base
Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a
rate of 20-401bsJsq. installed per manufacturer's installation instructions.
Cap Sheet:
(Optional) One ply of GAFGLAS' Mineral Surfaced Cap Sheet, Tri-Ply' BUR Granule
Cap Sheet or GAFGLAS' EnergyCar Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the -EVT range and at a rate of 20-401bs./sq.
installed per manufacturer's installation instructions.
Surfacing.
Optional on granular surfaced membranes; required for smooth membranes. Chosen
components most be applied according to manufacturer's application instructions.
All coatings must be listed within a current NOA.
1. Gravel or slag applied at 400 lbsJsq. and 3001bs./sq. respectively in a flood coat of
approved asphalt at 601bs./sq.
2. Topcoat' Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gaiJsq.
OR
Topcoat' MB Plus applied at 0.5 to 0.75 galJsq.(to be used as a primer) followed by
Topcoat' Membrane applied at 0.5 to 0.75 galJsq.
3. Fiber Aluminum Roof Coating.
Maximum Design
Pressure: See Fastening Options
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/09/18
Page 21 of 27
Membrane Type:
BUR
Deck Type 1:
Wood, Non -insulated
Deck Description:
19/32" or greater plywood or wood plank decks secured 6 in. o.c. at panel end and
intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max.
System Type E(2):
Anchor sheet mechanically attached to roof deck.
All General and System Limitations sball apply.
Fire Barrier:
Topcoat' FireOui ' Fire Barrier Coating, VersaShield' Fire Resistant Roof Deck
(optional)
Protection, VersaShield' Solo"' Fire -Resistant Slip Sheet installed per manufacturer's
installation instructions. •
Anchor sheet:
GAFGLAS' #80 Ultima Base Sheet mechanically attached witliMilk-Dade County .'
'/sps • • • • : •
Approved min. 1long, 12 ga., annular ring shank nails and 1-50;diumeter tin ca
spaced T' o.c. in the min 4" wide side laps and in 3 staggered ro**§ 1d the field df the she l.• • • ;
Ply Sheet:
Two or more plies of GAFGLAS' Ply 4, Tri-Ply' Ply 4, GAFGL*80 VlexPV 64dhered to - • •
the base sheet in full mopping of approved asphalt applied withM Me EVT rphA0tpd at a • % •
rate of 2040 lbs./sq. installed per manufacturer's installation iAt clions. "";'
Cap Sheet:
One ply of GAFGLASO Mineral Surfaced Cap Sheet, Tri-PlyV BUR•Granglp•Q4U Sheet or-: •
GAFGLAS® EnergyCaprM Mineral Surfaced Cap Sheet adherod m mull mbpping of :.... ;
approved asphalt applied within the EVT range and at a rate of 20•-401bs./sq.•instailed per '
manufacturer's installation instructions.
Surfacing:
Optional on granular surfaced membranes; required for smooth membranes. Chosen
components must be applied according to manufacturer's application instructions.
All coatings must be listed within a current NOA.
1. Gravel or slag applied at 4001bsJsq. and 3001bsJsq. respectively in a flood coat of
approved asphalt at 601bs./sq.
2. Topcoat' Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq.
OR
Topcoat' MB Plus applied at 0.5 to 0.75 galJsq.(to be used as a primer) followed by
Topcoat' Membrane applied at 0.5 to 0.75 galJsq.
Maximum Design
Pressure: -92.5 psf. (See General Limitation #7)
NOA No.: 18-0919.07
MIAMFOADE COUNTY Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 22 of 27
Membrane Type:
BUR
Deck Type 1I:
Wood, Non Insulated
Deck Description:
Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and
intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max.
System Type E(4):
Anchor sheet mechanically attached to roof deck
All General and System Limitations shall apply.
Fire Barrier:
TOPCOAT FireOui ' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet
(optional)
VersaShield® Solo' Fire -Resistant Slip Sheet, installed per manufacturer's installation
instructions.
Anchor sheet:
GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth of M iGLAS®
....
Stratavent® Venting Nailable Base Sheet is secured as described below' : . . .'
FasteningMiami-Dade
County Approved min. 12 annular ring shank nails �Q�in. 1 S/8 ' diam ter ' : '
ty PP Sa• g ln• q
Option #1:
tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet sidelaps and 8 in o.c. in the"":
field of the sheet in two staggered rows. .... . .. .....
(Maximum Design Pressure. —45 psf. See General Limitation #7l .. " • • • • • • • • • •
Fastening
. .. .. . ......
Miami -Dade County Approved min. 12 ga. annular ring shank nail.axd�in. 1-5/8 in. diameter.'
Option #2:
tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6 ip. p q. jn the- • • • •
field of the sheet in two staggered rows. •
. . .. 0
......
(Maximum Design Pressure: 52.5 psf. See General Limitation
Fastening
Drill-Tec' #14 Fasteners and Drill-Tec"' 3 in. Standard Steel Plates, Drill-Tec' AccuTrac®
Option #3:
Flat Plates or Drill-Tec'" 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4
in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows.
(Maximum Design Pressure. 52.5 psf. See General Limitation #7)
Fastening
Drill-Tec' #14 Fasteners and Drill-TecT" 3 in. Standard Steel Plates, Drill-Tec' AccuTrac®
Option #4:
Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4
in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows.
(Maximum Design Pressure: —60 psf. See General Limitation #7)
Fastening
Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec"' AccuTrac®
Option #5:
Flat Plates or Drill-Te6' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4
in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows.
(Maximum Design Pressure. —97.5 psf. See General Limitation #7)
Base Sheet:
Ruberoid® 20 Smooth adhered in a full mopping of hot asphalt applied at 20-401bs./sq.
installed per manufacturer's installation instructions.
Cap Sheet:
GAFGLAS* Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS
EnergyCar Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20
— 40 lbs./sq. installed per manufacturer's installation instructions.
NOA No.: 18-0919.07
Expiradon Date: 11/04/23
Approval Date: 11/08/18
Page 25 of 27
Surfacing:
1.
2.
3.
Optional on granular surfaced membranes; required for smooth membranes. Chosen
components most be applied according to manufacturer's application instructions. All
coatings must be listed within a current NOA.
Gravel or slag applied at 400 lbsJsq. and 3001bsJsq. respectively in a flood coat of approved
asphalt at 601bs./sq.
Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq.
OR
Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat®
Membrane applied at 0.5 to 0.75 gal./sq.
Aluminum Fiber Roof Cnatinw_ :...:.
Maximum Design
Pressure: See Fastening Above.
......
.
......
....
. ..
.....
......
....
.....
.. ..
.. .
......
. .
. .
......
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 26 of 27
MMAM MIAM1-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMDUSTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.P_ov/economy
Eagle Roofing Products LLC
1575 East C.R. 470
Sumterville, FL 33585
SCOPE: .""" ..
......
This NOA is being issued under the applicable rules and regulations governing the use of cot;$.u.c.tion m. aterials. The •
documentation submitted has been reviewed and accepted by Miami -Dade County RER -P�pA2ot Controi Sea Lion toVer
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdi&tdtl (AHJr • • .....
...... .... .... ...
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count5ofpoduct Control $ectiou ....
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve:he:i ht to have this • •
product or material tested for quality assurance purposes. If this product or material fails to perfoim in U.4Upted 0 • . •' •
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately %yoke, modify, or ....
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke ail ppceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Medium Profile Concrete Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No.17-0822.14 and consists of pages 1 through 7.
The submitted documentation was reviewed by Freddy Semino a
NOA No.18-0509.19
Expiration Date: 10/05/21
Approval Date: 06/14/18
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category
Sub Category
Material:
1. SCOPE:
Roofing
Roofing Tiles
Concrete
This approves a system using Eagle Roofing Products Medium Profile Concrete Tile, as•manufactured
by Eagle Roofing Products LLC in Sumterville, FL and described in Sjctign.2 of this Yofice of• • • •
Acceptance. For use in locations where the pressure requirements, as determin✓sd b)r appliO4blg$uilding •
Code, do not exceed the design pressure values obtained by calculations in coUpoliance with RAS 127"
using the values listed in section 4 herein. The attachment calculations shallbey, Oppe as a }Vongpnt basfd • • •
system. •••• • •• •••••
• •
•••••• •••• •••••
2. PRODUCT DESCRIPTION:
•' • • • • • •
Manufactured by
Test Producti ......
Applicant
Dimensions
Specifications Destrindw •
Medium Profile Concrete
Lenght = 17"
TAS 112 Low profile, interlocking, high pres%M gxtruded •
Tile
Width = 12 %"
Type 1 b concrete roof tile equipped with three nail hole
Thickness='/2"
Class III and double roll ribs. For direct deck or battened
nail -on, mortar or adhesive set applications.
Trim Pieces
Lenght = varies
TAS 112 Accessory trim, concrete roof pieces for use at
Width = varies
hips, rakes and ridges. Manufactured for each tile
varying thickness
profile.
2.1 EVIDENCE SUBMITTED:
Test Aaency
Test Identifier
Test Name/Reyort Date
PRI Construction
ERPF-001-02-02
TAS 112 Aug. 2006
Materials Technologies
Redland Technologies
7161-03
Static Uplift Testing Dec. 1991
Appendix III
TAS 102 & TAS 102(A)
Redland Technologies
7161-03
Wind Tunnel Testing Dec. 1991
Appendix II
TAS 108 (Nail -On)
Redland Technologies
P0402
Withdrawal Resistance Testing of Sept. 1993
screw vs. smooth shank nails
The Center for Applied
94-060B
Static Uplift Testing March, 1994
Engineering, Inc.
TAS 101 (Adhesive Set)
The Center for Applied
94-084
Static Uplift Testing May 1994
Engineering, Inc.
TAS 101 (Mortar Set)
Redland Technologies
P0631-01
Wind Tunnel Testing July 1994
TAS 108 (Mortar Set)
NOA No. 18-0509.19
Expiration Date: 10/05/21
Approval Date: 06/14/18
Page 2 of 7
Redland Technologies
Professional Service
Industries, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation
Testing Services
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
APPRO'1ED
Letter Dated Aug.
Wind Tunnel Testing
1, 1994
TAS 108 (Nail -On)
22447099
Physical Properties
TAS 112
25-7094-1
Static Uplift Testing
TAS 102
(4" Headlap, Nails, Direct Deck, New
Construction)
25-7094-7
Static Uplift Testing
TAS 102
(4" Headlap, Nails, Battens)
25-7094-4
Static Uplift Testing
TAS 102
(4" Headlap, Nails, Direct Deck,
Recover/Reroof)
Project No. 307025
Wind Driven Rain
Test #MDC-76
TAS 100
25-7183-1
Static Uplift Testing
TAS 102
(2 Quik-Drive Screws, Direct Deck)
25-7183-2
Static Uplift Testing
TAS 102
(2 Quik-Drive Screws, Battens)
25-7214-2
Static Uplift Testing
25-7214-6
TAS 102
(1 Quik-Drive Screw, Direct Deck)
(1 Quik Drive Screw, Battens)
528454-2-1
Static Uplift Testing
520109-2
TAS 101
Evaluation
Two Patty Adhesive Set System
Calculations
Evaluation
25-7183
Calculations
Evaluation
25-7094
Calculations
Evaluation
25-7496
Calculations
Evaluation
25-7584
Calculations
25-7804b-8
25-7804-4 & 5
25-7848-6
Calculations
Aerodynamic Multiplier
Calculations
Restoring Moment Due to Gravity
Aug. 1994
Sept. 1994
Oct. 1994
Oct. 1994.
......Oct. 1994
. .
...... ....
. . .
......Oct. 1994
. . .
......
• • • • ; Feb. ) 99�.
.
Feb. 1995
March, 1995
Sep. 1998
Dec. 1998
April 1999
March 1995
February 1996
April 1996
December 1996
Sep. 2006
Sep. 2006
NOA No.18-0509.19
Expiration Date: 10/05/21
Approval Date: 06/14/18
Page 3 of 7
ATL of South Florida
ATL of South Florida
PRI Construction
materials Technologies
3. LIMITATIONS:
RT1211.03-15
RT0706.02-17
DAPF-001-02-04
DAPF-003-02-01
DAPF-003-02-03
TAS 112
TAS 112
TAS 101 (2 PD )
TAS 101 (LRG)
TAS 101 (MED)
12/17/15
09/25/17
11/30/17
04/06/18
04/06/18
3.1 Fire classification is not part of this acceptance. ...... : ""' ....:.
3.2 For mortar or adhesive set file applications, a static field uplift test in accordance with4AS 106 shall be ; • • • •
required, refer to applicable Building Code. • • • • • • • •
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to OCHVIn quarte�ry test ins •
accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Mid JXde C81.Tty 3'rodurg ....
Control Section for review. •
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applioati4n9 Stances $fisted • • • • •
section 4.1 herein. •
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the ioof slope &Ie� 'stated'
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable Building Code.
3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 61 G20-3 of the Florida Administrative Code.
4. INSTALLATION
4.1 Eagle Roofing Products LLC, Medium Profile Concrete Tile and its components shall be installed in strict
compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight-W (lbf)
Length-1 (ft)
Width-w (ft)
Medium Profile Concrete Tile
9.5
1.417
1.04
Table 2: rodynamic Multipliers - ft3
Tile
Profile
A, (ft3)
Batten Application
A. (ft3)
Direct Deck Application
Medium Profile Concrete Tile
0.305
0.282
Table 3: Restoring Moments due to Gravi - M ft-lb
Tile
Profile
3":12"
4":12"
5":12"
6":12"
7":12" or greater
Medium Profile
Concrete Tile
Battens
Direct
Deck
Battens
Direct
Deck
1
Battens
Direct
Deck
Battens
Direct
I Deck
Battens
Direct
Deck
6.30
6.65
6.21
6.54
6.08
1 6.41
5.93
6.25
5.77
6.08
NOA No. 18-0509.19
Expiration Date: 10/05/21
Approval Date: 06/14/18
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Nail -On Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
(min 15/32" plywood)
(min. 19/32" plywood)
Medium Profile
2-10d Ring Shank Nails
27.8
37.4
28.8
Concrete Tile
1-10d Smooth or Screw
8.8
11.8
4.1
Shank Nail
2-10d Smooth or Screw
16.4
21.9
7.1
Shank Nails
•
1 #8 Screw
25.8
25.8
.9 ...
2 #8 Screw
47.1
47.1 ..
49.1
1-10d Smooth or Screw
24.3
24.3 ......
.2 ...
Shank Nail Field Clip)
...:..
th or ew
19.0
19.0
Shank Nail Eav Cl
0••••�
�••
* .••I
2-10d Smooth or Screw
35.5
35.5 • • • • • •
.. :n8 • • •'
Shank Nails Field Clip)
• • • •
• • • • • •
2-10d Smooth or Screw
31.9
31.9 :":':
432.2
Shank Nails Eave Clip)•
• •'
• • • • • •
2-10d Ring Shank Nails' 43.0 67.5 .. .9
1 Installation with
a 4- the headlap and fasteners are located a min. of 2'/s'from head of tile.
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Medium Profile Concrete Tile
Adhesive2
2 See manufactures component approval for installation
requirements.
3 The Dow Chemical Company TIIeBond Average weight per paddy 11.4 grams.
26.1
4 ICP Adhesive Po et ® AH-160. Average weight per patty 8 grams.
26.1
5 DAP Foam Touch N Seal StormBond 2 Roof Tile Adhesive. Average weight per paddy 8 grams.
101
Table 6: Attachment Resistance Expressed as a Moment - K (ft-lbf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment Resistance
Medium Profile Concrete
Tile
Adhesive2
2
See manufactures component approval for installation requirements.
3
Large paddy placement of 54grams of ICP Adhesives Polyset® AH-160.
86.61
4
Medium paddy placement of 24grams of ICP Adhesives Polysem AH-160.
45.5
5
Medium paddy placement of 26.6 rams of DAP Foam Touch N Seal StormBond 2 Roof Tile Adhesive
54
6
Large paddy placement of 55.5 rams of DAP Foam Touch N Seal StormBond 2 Roof Tile Adhesive
61
NOA No. 18-0509.19
Expiration Date: 10/05/21
Approval Date: 06/14/18
Page 5 of 7
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mortar Set S stems
Tile
Profile
Tile
Application
Attachment
Resistance
Medium Profile Concrete Tile
Mortar Set'
20.60
1 Tile-Tite Roof Tile Mortar.
$. LABELING . • • • • • • •
•
All tiles shall bear the imprint or identifiable marking of the manufacturees ume or 1pgo(,See
Detail Below), or following statement: "Miami -Dade County Product ControfAplxoved".: • •. •
...... ....
EAliGiLE
FL ORIDA
(LOCATED ON UNDERSIDE OF TILE)
OR
EAGLE FL
(LOCATED ON FRONTSIDE OF TILE)
MEDIUM PROFILE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT
.0000
•••••
•••••
• • • • • .
.0000
.0000
NOA No.18-0509.19
Expiration Date: 10/05/21
Approval Date: 06/14/18
Page 6 of 7
6. BUILDING PERNIIT REQUIREMENTS:
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by AHJ or applicable Building Code in order to properly evaluate the
installation of this system.
PROFILE DRAWING
MrL
HOLE
I
MEDIUM PROFILE CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No.18-0509.19
Expiration Date: 10/05/21
Approval Date: 06/14/18
Page 7 of 7
MIAMI-DADE COUNTY
MT® PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadl.gov/economy
ICP Adhesives and Sealants, Inc.
12505 NW 44" Street
Coral Springs, FL. 33065
SCOPE: ••••••
This NOA is being issued under the applicable rules and regulations governing the use of tbnsttuctioD.Wterials. The.
documentation submitted has been reviewed and accepted by Miami -Dade County RER -I'rMI Control Section t8b't"'
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction ZAHJ). :. •..:
This NOA shall not be valid after the expiration date stated below. The Miami -Dade CourWProduct'Cof1frol Sect?w • •
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve th@ right to hav%4his proddef
or material tested for quality assurance purposes. If this product or material fails to perform 'n & accepted manner, tt► @ •
manufacturer will incur the expense of such testing and the AHJ may immediately revoki modtfy, or.susp;nd the.i1se•;.
of such product or material within their jurisdiction. RER reserves the right to revoke this acdPtdWdb, if 4 is
determined by Miami -Dade County Product Control Section that this product or material fails tomeet she loquiremefs n
of the applicable building code. • • • •
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: ICP Adhesives Polyset' AH-160
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA 16-0315.01 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
Vic'
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described
in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable
building code, do not exceed the design pressure values obtained by calculations in compliance with Rop f=
Application Standard RAS 127. For use with approved flat, low, and high profile roof tile yystg ft using ICP
• • • • • •
Adhesives Polyset® AH-160.
Y....J
......
.
......
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test
Product13escription
Specifications
r..
.•
. w ...
ICP Adhesives N/A
Polyset®AH-160
ICP Adhesives Foam N/A
Dispenser RTF1000
ICP Adhesives ProPacV N/A
30 & 100
TAS 101 Two component p4ly"hane foam adhesive- •
Dispensing Equipm;rA...
Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment
resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive.
MANUFACTURING LOCATION:
Tomball, TX.
PHYSICAL PROPERTIES:
Pro a
Test
Results
Density
ASTM D 1622
1.6 lbs./ft.3
Compressive Strength
ASTM D 1621
18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength
ASTM D 1623
28 PSI Parallel to rise
Water Absorption
ASTM D 2127
0.08 Lbs./Ft2
Moisture Vapor Transmission
ASTM E 96
3.1 Perm / Inch
Dimensional Stability
ASTM D 2126
+0.07% Volume Change @ -400 F., 2 weeks
+6.0% Volume Change @158'F., 100% Humidity, 2
weeks
Closed Cell Content
ASTM D 2856
86%
Note: The physical properties listed
above are presented as typical average values as determined by
accepted ASTM test methods
and are subject to normal manufacturing variation.
NOA No.: 17-0322.03
MIAMMADE COUNTY
lnvj
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
EVIDENCE SUBMITTED:
Test AQencv Test Identifier
Test Name/Report
Date
Center for Applied Engineering #94-060
TAS 101
04/08/94
257818-IPA
TAS 101
12/16/96
25-7438-3
SSTD 11-93
10/25/95
25-7438-4
25-7438-7
SSTD 11-93
11/02/95
25-7492
SSTD 11-93
12/12/95
••...•
Miles Laboratories NB-589-631
ASTM D 1623 • •;
,02/01/94
• •
Polymers Division
......
: • • •' •
......
Ramtech Laboratories, Inc. 9637-92
ASTM E 108
--04�/36/93
• • �:
....
. ..
.....
Southwest Research Institute 01-6743-011
ASTM E 108 ":":
.1'1`/=604
' • • • • •
01-6739-062b[ 1 ]
ASTM E 84
dP/ 16795
**so:*
.
.
Trinity Engineering 7050.02.96-1
TAS 114 . •
�
P36700.04.12
ASTM D 1623 '..'
.04/18/12
P39740.02.12
TAS 101
%144712
TAS 123
Celotex Corp. Testing Services 528454-2-1
TAS 101
10/23/98
528454-9-1
528454-10-1
520109-1
TAS 101
12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1
TAS 101
03/02/99
520109-2-1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive
with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 3 of 11
INSTALLATION:
1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists
attachment resistance values with the use of ICP Adhesives Polyset® AH-160.
2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with:thease of ICP
Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or e�geej the resistance value
determined in compliance with Miami -Dade County Roofing Application Standards P." 127. Tlradhesive ....
;
attachment data is noted in the roof tile assembly NOA. • • • : • • 0 •
3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance m %oofinj Npp'licatiod
Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and.l WVtrenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed43PICP Adefives and ......
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applic4bf4fdthe authotity having •,
. . . . ......
jurisdiction. • • • • •
5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before applicatilh
of any adhesive. The mix ratio between the "A" component and the "B" component shall be mainta;mtl between
1.0-1.15 (A): 1.0 (B).
6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP
Adhesives ProPack® 30 & 100 dispensing equipment only.
7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives
Polyset® AH-160 has been dispensed.
9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the
'Placement Details' herein. Each generic tile profile requires the specific placement noted herein.
NOA No.: 17-0322.03
MIAMI•DADE COUNTY Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Minimum Paddy Gram
Area
Weight
Eave Course - Flat, Low, High
All Eave Course
17-23 sq. inches
A5-65
Profiles
......
Flat, Low, High Profiles
# 1
17-23 sq. inches
•45-66
.
Flat Profile
#2
10-12 sq. inches
• • • •
30
Low Profile
#2
12-14 sq. inches
.. •030.
High Profile
#2
17-19 sq. inches
„� Q,
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches It'
• • 12 grarAr per paddy • •
head of tile 9-11 sq. inches a%'
:': •
overlap
•....
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal '
' 17 gra'per bead
edge) 20-25 sq. inches each
bead
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
34 grams under pan
LABELING:
All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -
Dade County Product Control Seal as shown below.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
:.
ADHESIVE PLACEMENT DETAIL # I
ft0throughplastke4owd Raddyleeneathli.j
(wti.e Pequlredi
Undv&yment °
i
Ban"" 00" °
E.wf.mne
loin. .sca
Emso Cloum
Neil through plastic cement
(when required)
(Paddy libn■•th Tael
my ed t 1
e�,kr
10 In,
21n_wl0e
'Meng optional Z
tot.. � ��. ✓
Emote Closure
caveCourse Fascia
11.E theugb plMrsle cm
(when requdradF
kiddy IA+oa.ehTilrl
Uhdlrrl.yment °
3
t01n.k
2 In. made
(amns
optional °
Eave ceutse
Fasda
IF
Weephole
Win. 1n.
EeR clo sure
Orlp edge
APPROVED
Flat/Low Profile Tile
l . Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned aS shown,
under the strengthening:ribclasest tb the overlodV • • • •
of the tile being set. • • • . • •
...... . ......
2. Continue in same manner. insure approximately;P? • •
(109.7 cm2) — 23 (148.4 e1�4 square it" Adhesive...
contact with the undersidq oflhe tilg! • • • • • • • .
.. .. .. . ......
. . . . ......
......
• • .
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm') — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm') square inch adhesive
contact with the underside of the tile.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
Md1 though Pia+ak tlmsms Md1dy lilrmeathtirl
twhan required)
UndarlaywArA • �y`'�
2in.
Battens optional '
Eaw{oursr
o101 •
Fasda
�211h
Earatlowre,�t �
Nail through plastic cement
When Fequiredl
Paddy illenaath TIla3
Underlay "I
71n. In.
Battero optional ,-�~'4
10
tay,Clr.uo.
Far■ Csursr Fascia
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1 " (25.4 mm) foam paddy
onto the underlayment positioned as slV" tmder tt% • • • •
strengthening rib of the til'edasdst to tUe overlock of . •
the tile being set. Insure apppopixiatel}i t7 1169.7 ciin, ). %
— 23 (148.4 cm2) square i11 adhesive contact with -the •
......
underside of the tile. . "' •. ; • * • • •
.... . .. .....
. •
2. At the second course, appV. as *'imuln t0.8 : t5mmj a "
x 7" (177.8 mm) x 1" (25.1.Wal foam as onto the � 0
underlayment positioned 3s slto` rn under the 0 0 •
strengthening rib closest to the•overloX8rMe tile . .
being set. • • • • •
......
...
3. Continue in same manner. Insure approximately 10"
(64.5 cm2) - 12(77.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1 " (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) - 14 (90.3 cm2) square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
NO t"ulh plastic c•
(wh•n requlmd) R■ddy 19•n•us6 Til■f
21ti
out•nsaptlowal
Fa eGoM,se asm
W■.ph■M
loin, z N. Low des"M
Qtlp edge
High Profile / Single Pan Tile
Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) fbam$addy
onto the underlayment poSgg09ae j as shown under t$e
pan portion of the tile closCittAthe ovoeek i f the •
tile being set. Insure approx4mi tgly 17 (109.7 cm2) .— •
23 (148.4 cm) square inch adhesive contactwith the
underside of the tile. • • • • • • 0 00000
...... .... .....
At the second course, appy a minimumT (S0.8mrhj •'; •
••■■■
x 7" (177.8 mm) x 1" (25$ mtntfoam jpad'dy onto the '.
......
underlayment positioned as shown un(Imethepan •
portion of the tile closest to.th'e dverlork ofjhe tile; • • • •;
being set. 0 a '
3. Continue in same manner. Insure approximately 17"
(109.7 cm2) - 19 (122.6 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
flail through plastic ceman
paddy (between ties)
(when regoiredl
Battens optional °
•
Paddy tender tile)
Sine Ply
on top of tie
,r
tx4in.
undertil
Single paddy
,�`•-=
on undetlaynxrK 2 z 4 in
toin
lin
Rm uosve
Flat/Low Prome The
Hai through plastic cement Single paddy under tie
(when required)
paddy (between des)
Battens Paddy under tie)
opdanaI
on clop
:din. ~
x
�q{� 41n.`•
urm*pa�- y+nnK -,
o in. 2 in.
Ears Closure
Eave Coarse Fascia
Medium ProflleTlle
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1 " (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or taft he pan
portion of the tile for lo%v of high prdfile tile closes? •; •
to the overlock of the the 6eiek set. L_"v;.
approximately 4" (101.¢ up from the eave
edge free of foam to prexma the expVde� adhes'ira • •
from blocking the weep lao"' Insule'.. • 00000
approximately 17-23 in;(jWP7-148.4em2� of ..:..'
adhesive contact with the imtlersidelokLe•tile • • •...
. . . . ..... .
2. Apply a 4" (101.6 mm� 4+'o`401.6 1nm)x 1" (2SA..
mm) foam paddy onto the underlays jest below
the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
pan portion of the tile, closest to the underlock for
the second course tile to be installed. Insure
approximately 8-9 in (51.6-58.1 cm) of adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Nap through plastic Single paddy uder tpe
(when required)
Paddy (between dies)
Battens
optional �-% Paddy(undertne)
�onwt�derh
4 z 4 in.
pa on.�
top,itie
FaveCa rse ' 1
Fasda
Weephole
10 in? in. Eve dbsurc
Drip edge
High ProflleTlle
MIAMI•DADE COUNTY
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4"
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the streWheping rib
for flat tile or on top of -the pan portal bf the tile,.....
closest to the underlock of tha first course of tile. .'
•••.•.. .
Install second course of titP.ftsure tlpproximatei5o • • • •
9 (58.1 cm) - 11 (71enl�* glbre inch adhesive r.•.�;
contact with the underside otthe tiloo'at tRs overlap
and 7 (45.2 cmz) - 9 (5$,lxj�;�) square�n� h •. •
adhesive contact with tjwlrside'QZlhgtile at*,:: " :
the head of the tile. Contisive4n same manner. . •
•• • • •• • .
••••
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications
In contact with the pan tile. A (when required)
2) Turn covers upside down. Place adhesive In
to 1 in. from outside edge of cover tile.
Then install the tile. Ensure 20 to
25sq. In. contact area.
IUnderlayment
o
Eave closure
(motar shown)
Fascia
Rtmove top portion of the taw course cover tile. Abut to second course of
pan tiles. Ensure eave end of pan and cover tiles are flush at eave line.
Two Piece Barrel - High Profile Tile
Two Piece Barrel (Cap and Pan) Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (25,t mrpj jx 1" (Y.4 mm) foam*
paddy onto the underl&jlineAt poslif"as •
•
shown under two adjacent• an tiles. Support eldd • • •
•, • • • •
tiles from rocking until esive has a chance la a • •
cure. 00000 0 •
• •
••t••• •••• •t••t
2. Continue in same manner bringing avo ;an assess
courses up toward the 1*1M Insure • l
approximately 65 (4 M.4 crf12) — 7LQM6 cm4)• • • • •
square inch adhesive:contaat withthe undersiijq.•
of the pan tile. • •
••••
Turn covers upside down exposing the underside
of the tile. Apply a minimum 1" (25.4 mm) x 10"
(254 mm) bead of adhesive directly on the inner
edge of each side of the cover tile. Leave
approximately 3/4" (19 mm) to 1" (25.4 mm)
from the outside edge of the tile, inward, free of
foam to allow for expansion.
4. Turn cover tile over after foam is applied and
place onto pan tile course. Insure a minimum of
20 (129 cm2) - 25 (161.3 cm2) square inch
contact area on each side of the cover tile to the
pan tile. Continue in same manner. Trim away
any cured exposed foam adhesive. Pointing of
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required, 2" (50.8
mm) x 4" (101.6 mm) nailers or the tie wire
system using galvanized, stainless steel, or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 11 of 11