RF-17-752 14(Y(�
,462
,�s*t°ii'S yt Miami Shores Village -
10050 N.E.2nd Avenue NE
Miami Shores,FL 33138-0000 t �
Phone: (305)795-2204
ler�f/Statin
coxtiap' - Expiration: 09/18/2017
Y3
' � p
Project Address Parcel Number Applicant
1248 NE 99 Street 1132050090170
Miami Shores, FL 33138- Block: Lot: MARILYN&JOSEPH CHARLES
Owner Information Address Phone Cell
MARILYN&JOSEPH CHARLES 1248 NE 99 Street (305)751-4669 (305)710-6227
MIAMI SHORES FL 33138-2643
Contractor(s) Phone Cell Phone
Valuation: $ 28,250.00
OBENOUR ROOFING SHEET METAL 1305-757-2612
_.... . _..... ... ,_.._. .. •. . ...uu..a. _..... Total Sq Feet: 3238
Type of Work:Re Roof Available Inspections:
Additional Info:RE-ROOF TILE ROOF WITH SAXONY SLATE Inspection Type:
Classification:Residential
Up Lift Report
Scanning:4
Tin Cap
Final Roof
Tile In Progress
Renailing Affidavit
Review Roof
Cap Sheet
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
Bond Type-Contractors Bond $500.00
CCF 117.ao Invoice# RF-3-17-63378
DBPR Fee 14.88 03/22/2017 Check#:8606 $843.16 $50.00
DCA Fee $4.88 03/21/2017 Check#:8603 $50.00 $0.00
Education Surcharge $5.80 Bond#:3349
Permit Fee-New Roof $325.00
Scanning Fee $12.00
Technology Fee $23.20
Total: $893.16
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 AFFIDAVI : 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 zo g. theTmo I a orize the above amed ntractor to do the work stated.
Z March 22, 2017
A orized Signature:Owner / ApplMant / Contract r / Agent Date
Building Department Copy
March 22,2017 1
GEOTECHNICAL I ENVIRONMENTAL 1 MATERIALS TESTING I ASBESTOS I ROOF TESTING INSPECTION SERVICES 1 DRILLING SERVICES
0- DYNATECH ENGINEERING CORP.
WWW-DYNATECHENGINEERING.COM
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH
FLORIDA BUILDING CODE TEST POTOCOL TAS-106
MIAMI,April 24,2017 PERMIT No.RF-3-17-752
CLIENT:Jim Obenour:OBENOUR ROOFING:9822 NE 2nd Avenue,#9,Miami Shores,FL 33138
PROPERTY ADDRESS:Roof @ 1248 NE 99TH STREET MIAMI SHORES,FL 33138
TILE TYPE/ATTACHMENT:Flat Roof Tile Polyfoam Set. Inspected By:JM
Testing Equipment:Humboldt Scale Model H-4620
The test results presented here reflect the condition of the roof system at the time of the test.These results are time and sample dependent since
roof condition are continuously changing due to the exposure to the element and roof top traffic
Test No. Test Location Field Uplift Pull Test Test Result
1 -53 Field See Sketch Below >Than 35 LBS Passed
54-61 Corner See Sketch Below >Than 35 LBS Passed
62-93 Perimeter See Sketch Below >Than 35 LBS Passed
94- 127 Ridge caps See Sketch Below >Than 35 LBS Passed
ROOF TILE UPLIFT IN ACCORDANCE WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS-106
ROOFSKETCH
AM
81
80,1 1 9 2
5 73 5 57 77 78 8\83
+ - - - - - - - - - - - - - - - Z9�
1 I 28 29 174 - ,2 ..
1 33 h 23 24 25 1 '184
72 i 4911 z 7 13 18 i
50 48 6 0 175 20 21 22 85
1 321 . 76 12
711 47 l - - -a - 18
1 31 ,' 1 62 17 1
51 1 71- 35 ' 19 11 13
1 37 1 41 1
70 1 46 1 34 87
9 163 10 1
152 441 1 36 38 1 14 16 I
45 2 5 164 5 6 7 1i8
69,'53 40 39 I
3 12 8 9 10`� 15 1
i -41 42 43 165 ,'2 89
4168 67 66 93
90
m
Sincere y yo ® 95
84
6I m
- 0 0
lssam N ani,P.E. ST ATly O o
DYN CH ENGINEERING CORP. 0� "
Florida Reg.No. 39584 ��0,��®Rt� ;o 0,'
Special Inspector No. 757 IONA�
750 WEST 84TH STREET.HIALEAH.FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM nF('
Page 1 of 1
t Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-279052 Permit Number: RF-3-17-752
Scheduled Inspection Date: March 28,2017 Permit Type: Roof
Inspector: . �S,mp,�1 _�(�iZnelO
J Inspection Type: Tin Cap
Owner: CHARLES, MARILYN&JOSEPH Work Classification: Tile
Job Address: 1248 NE 99 Street
Miami Shores, FL 33138-
Phone Number (305)751-4669
Parcel Number 1132050090170
Project: <NONE>
Contractor: OBENOUR ROOFING SHEET METAL&SUPPLY CO. INC Phone: 305-757-2612
Building Department Comments
RE-ROOF TILE ROOF WITH SAXONY SLATE 900 WHITE Infractio Passed Comments
COLOR THROUGH COLOR PER FBC INSTALL CAF 3PLY INSPECTOR COMMENTS False
BUILTUP ROOF ON 2 FLAT ROOF PER FBC TIN CAP SPACEING False
Inspector Comments
Passed EY A'�-d G 4 5 ��
0- -�
Failed ,•p re-ss ~-
Correction
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid
March 27,2017 For Inspections please call: (305)762-4949 Page 11 of 24
•5 ''ll'$ Miami shores Village
au.� Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
OR / 7' Tel: (305)795.2204
Fax: (305)756.8972
RE: Permit#_PT" 3- 1-7-715Z DATE: 31411-7
INSPECTION AFFIDAVIT
licensed as a(n) gotrla(c /Engineer/Architect
(Print name and circle License Type) FS 468 Building Inspector
License#: C!►�.C� �� l
On or about 3 , I did personally inspect the roof deck nailing
(Date&time)
work at 2qq
-
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
ManW(Base,,.n 553.844 F.S)
FSiature
State of Florida
County of Dade:
The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this o� day of Wh4d) 200
��W Notary Public State of Florida
Notary Public, Sate of Florida at Lar /jo . �: Sandra Dee Hart
My Commission FF 010&44
or nod Expires 04/21!2017
'General,BuildhV,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#clearly shown marked on the deck for each inspection
0-A..,4—Y/NN'/n4mrP)1 P)nno
>� N0%TICS OF COMMENCEMENT CFN 2011.7IRO1569811.
A RECORDED COPY IWiST BE PDSTEtii TIIE JOB SITE AT TKA OF FIRST INSPECTM OR 8K 30464 Fs 524 (iPss)
RECORDED 03/21/2017 14'.13.
',17
HARVEY POE N' CLEfi. OF COURT
PERMIT NO�� TAX FOLIO NO1J — "0O70 NAnI-DAOE COUhTY9 FLORIDA
p
STATE OF FLORIDA:
COUNTY OF MIAMI-DADE: STATE OF•F-LOI�;i'.:.ek COU TY OF-D.A[DE44
THE UNDERSIGNED hereby gives notice that improvements will be n�td
property,and in accordance with Chapter 713,Florida Statutes,the f Q U.
is provided in this Notice of Commencement. WI rNESS my ilwd nd kw%i 6ecd,
HAR,? PIN,G " '=0 '
tir<s!s
and C
$y lJJ • D.C.
Space above reserved for use of recording office
1.Legal description of property and street/address: 'iAg8
r o.S 33
2.Description of Improvement
IF
3 Owner(s)name and address- —gJ40 fiJ(d *r d�I FL
Interest In property: TOW Aon-
Name and address of fee simple titleholder:
4.Cont �® N dr "10 nuTper
d A
5.Surety:(Payment bond required by owner from contractor,if any)
Name,address and phone number.
Amount of bond$
6.Lenders name and address:
7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1xa)7.,Florida Statutes,
Name,address and ho nu r. ,f
CA
/� . , Z4S=S-162-
8.In addition to himself,Owners designates the following parsons)to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b),Florida Statutes, 1
Name,address andon number.
/4 33/i AL 24
9.Expiration date of this Notice of Commencement:
(the expiration date is 1 year horn the date of recordhv unless a ditferart date Is specified}
WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EMRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1, SECTION 713.13. FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signature(s)of Owrne )or Owner(s)'Authorized Officer/Director/Partner/Manager
Prepared By '' %, ,�� Prepared By
Print Name A444-;4V ®�S _ Print Name
Title/Office TTtle✓Office
STATE OF FLORIDA
COUNTY OF MIAMI-QAQE � .��,o•-y
The foregoing instru ent wad acknowi d be ore me this day of
BY / �I%
❑50wlguaily,or L)as for
ersonally known,or ❑produced the following type of identification:
Signature of Notary Public:
Print Name:
(SEAL) P40 Notary Public State of Florida
VERIFICATION PURSUANT TO SECTION 8.525.FLORIDA STATUTES Sandra Dee Hart
Under penalties of perjury,I declare that I have read the foregoing and Aof �Y Commission FF 01144
that the facts stated in It are true,to the best of my knowledge and belief. I Expires 04121/2017
Signature(s)of Owner(s)or Owner(s)'s Authorized Ofltm/Olrector/Partw/Manager who signed above:
By. By
12301-52 PAGE ens
4+ e8 � 2-3 9
Miami Shores Village
Building Department MAR 2 12017
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 {
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20N
BUILDING Master Permit No. z
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC 52fROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION EISHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: /2 '/f ,L 91 S�
City: Miami Shores County: Miami Dade Zip: asaa
Folio/Parcel#: 3 u-r-o9 - o 1 71v Is the Building Historically Designated:Yes NO A
Occupancy Type: Load: Construction Type: Flood
J Zone:`, BFE: FFE:
OWNER:Name(Fee Simple Titleholder):�1 k Q.md `bla,1 1 Gln &"?kccS Phone#: 265" 7S/` q66 9
Address: /Z'`/8 IVE 91 slr�/
City: M;ezw; S/WVeS State: F-Z— Zip: .331.3,'
Tenant/Lessee Name: Phone#:
Email: ma-,ch 2 q C,;) helAcUA,A 7
1.11
CONTRACTOR:Company Name: ®`Jell/®GUo 170061,2q Phone#: 304- 747--1�4 1
Address: j 2 2 O� Z c Sim
City: m iaaL Shorg _State: Zip: :�W 349
Qualifier Name: James a Phone#: 30S-- ?S-7-->612
La- eA!5 �/
State Certification or Registration#: g,k d Certificate of Competency#: ok 4C
DESIGNER:Architect/Engineer: Phone#:
Address: City:_ State: Zip:
Value of Work for this Permit:$ Z' 2 � Square/Linea Footage of Work: 3�a'
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition
Description of Work1,7e 7q6o4 !w ® Y
t( Oyt 2-
7 C
Speci color of color Mru tile: Z-)Ai {c- "o101t /� 1
Submittal Fee 44[)_Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
t
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
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.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 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 inspection which 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.
Signatur Signature
NE rAGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The fogoing instrument was acknowledged before me this
ZD day of �'cw1 ,20 `� ,by � day of 1L /Z ,20 7 ,by
1�tag I gry 1116.8 I� ,who is personally known to /// � {S( �/P'/ ,who is person crown to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
! �
Sign:�, T Sign: za"'&
Print: Print:
Seal: ,pt0 pia, Notary Public State or Florida Seal: p�4� Notary Public State of Florida
Sandra Dee Hart Sandra Dee Hart
My Commission FF 010644cN ao° MY Commission FF 010644
Expires o4rzv2on Expires 04/21/2017
APPROVED BY �® Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
t
FEMA 50% RULE - SUBSTANTIAL IMPROVEMENT
OR SUBSTANTIAL DAMAGE
SUBSTANTIAL IMPROVEMENT/DAMAGE 2101-0410
NOTICE TO PROPERTY OWNERS
Rebuilding your Home after the storm?
Adding on, renovating, or remodeling your home?
Here's information YOU need to know about the "50% Rule"
If your home or business is below the 100-year flood elevation, also known as the Base
Flood Elevation (BFE), FEMA har, flood damage prevention regulations that may affect how
you remodel, renovate, or add on to your building. If your home or business sustained
structural and/or interior damage, these regulations may affect how you rebuild. These laws
are required by the National Flood Insurance Program to protect lives and investment from
future flood damages. Miami Shores Village is required to adopt and enforce these laws in
order for federally -backed flood insurance to be made available to we residents and
property owners.
SAVE YOURSELF TIME AND MONEY!
PLEASE READ THE FOLLOWING INFORMATION:
SUBSTANTIAL DAMAGE means damage of any origin sustained by a structure whereby the
cost of restoring the structure to it's before damage condition would equal or exceed 50
percent of the market value or replacement cost of the structure before the damage
occurred. (Note: The cost of the repairs must include all costs necessary to fully repair the
structure to its "before damage" condition.)
SUBSTANTIAL IMPROVEMENT means any reconstruction, rehabilitation, addition, or other
improvement of a structure, the cost of which equals or exceeds 50 percent of the market
value of the structure before the "start of construction"of the improvement. If a building is
"substantially damaged" or "substantially improved", it must be brought into compliance with
the flood damage prevention regulations, including elevating the building to or above the
100-year flood elevation.
Miami Shores Village, follows the National Flood Insurance Program requirements, and has
the responsibility to determine "substantial damage" and "substantial improvement", and
has implemented the procedures on the following pages to do so.
SUBSTANTIAL IMPROVEMENT
OR SUBSTANTIAL DAMAGE
PROPERTY OWNER'S
SUBSTANTIAL DAMAGE OR
Property Address: SUBSTANTIAL IMPROVEMENT AFFIDAVIT
IZV9 AIFg9 S
Contractor's Name.
Property Owner's Name:
�k ausr/ � �i rn��ellr/P5
Property Owner's Address.
Property Owner's Phone FL
Number: SL6I
I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or
Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject
structure including all additions, improvements and repairs and, if the work is the result of Substantial
Damage, this work will return the structure at least to the"before damage"condition and bring the
structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any
repairs or perform any work on the subject structure other than what has been included in the attached
list.
I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES,
IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE
REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE
APPROVED BUILDING PLANS.
See attached itemized list.
STATE OF
COUNTY OF
Before me this day personally appeared , who, being
duly swom, deposes and says that he/she has read, urdlerstands, and agrees to comply with all the
aforem!%j=edc
onditions
Cy
Property Owner's natu
Sworn to and subsc bed be re me this 9D day of 20 1'7
Notary Public State of
My commission expires
aNotary Public state or Florida
Sandra Dee Hart
My commission FF 010644
Expires 04/21/2017
SUBSTANTIAL IMPROVEMENT
OR SUBSTANTIAL DAMAGE
APPLICATION FOR SUBSTANTIAL DAMAGE
OR SUBSTANTIAL IMPROVEMENT REVIEW
Property Address:
Property Owner's Name: -nI
�I A` r
Property Owner's Address:
Sf
Property Owner's Phone Number:
Contractor's Name:
Contractor's
Address:
Contractor's Phone Number.
Flood Zone BFE Lowest Floor Elevation
(Excluding garage or carport)
Check one of the following:
HI am Caching a State Certified Appraiser's report, valuing the structure at:
[e am not attaching a State Certified Appraiser's report and I accept the use of the valuation of
my property that has been recorded by the County Property Appraiser's Office.
SIGNATURES:
Property Owner: Date: (�
Contractor: Date:
SUBSTANTIAL IMPROVEMENT
OR SUBSTANTIAL DAMAGE
CONTRACTOR'S
SUBSTANTIAL DAMAGE OR
SUBSTANTIAL IMPROVEMENT AFFIDAVIT
Property Address: A r
Contractor's Name:
)r��J
Contractor's Company Name:
Contractor's Address:
9
Contractor's Phone Number.
Jt9J--
7S'?
Contractor's State Registration or Certification Number: /)
Contractor's We Registration Number(if applicable):
I hereby attest that I, or a member of my staff, personally inspected the subject property and produced
the attached itemized list of repairs, reconstruction and/or remodeling which are hereby submitted for a
Substantial Damage or Substantial Improvement Review. The list of work contains ALL OF THE WORK
TO BE CONDUCTED on the subject property. If the property sustained Substantial Damage, this list of
Work, will return the structure to at least its condition prior to damage and bring the structure into
compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed
for the subject building are included in this estimate and that neither I nor any subcontractor or agent
representing me will make any repairs or perform any work on the subject structure other than what has
been included in the attached list.
I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES,
IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE
REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE
APPROVED BUILDING PLANS.
See attached itemized list.
STATE OF_
COUNTY OF
Before me this appeared 14ce< who, being
duly sworn, d os and s s that e/ a read, understands, and agrees to comply with all the
aforeme ed ondition .
Co g ature
S7o and subscribed before me this--,�Q_day of 20
Notary Public State of
My commission expires:
spit. Notary Public State of Florida
`�. Sandra Dee Hart
v My commission FF 010644
p,� Expires 04/21/2017
Application Cost Estimate of Reconstruction / Improvement
Plumber
Address Date__j /
This cost estimate of reconstruction/improvement must be prepared by and signed by the
contractor or by the owner if the owner acts as the contractor. Owners who act as their own
contractors must estimate their labor cost at the current market value for any work they intend to
perform.
Sub-Contractor Bids
Cofactor or Owner Material Labor Costs
Estimates J 'f Costs
Bid Amounts(see note "D")
1. Masonry
2. Carpentry Material(rough)
3. Car entry Labor(rough)
4. Roofin
anon and Weather-strip
6. Exterior Finish (stucco)
7. Doors, Windows& Shutters
8. Lumber Finish
9. Hardware
10. Drywall
11. Cabinets(Built-in)
12. Floor Covering
13. Plumbing
14. Shower/Tub/Toilet
15. Electrical,& Light Fixtures
16. Concrete
17. Built-in Appliances
18. HVAC
19. Paint
20. Demolition & Removal
21. Overhead& Profit
1% 11 1 Miami Shores Village
�M,1 nin" Building Department
10050 N.E.2nd Avenue
ook Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE LITIGATION RETROFIT FOR EXISTING SITE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date: 2/�o /7
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: /1i(, r��i�r
Property Address: >zq p AI& 9ti Sf &ia7�i sieves p6- -33138-
Roofing Permit Number:
Dear Building Official:
I Ri/ 4(v�k-S certify that I am not required to retrofit the roof to wall connections of my
building because:
po The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code(1994 SFBC)
Ag-nature Print Name
State of Florida
County of Dade
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 4colu day of
n Notary Public State of rim.,gyp
Sandra Dee Hari
Notary Public, Sate of Florida at Large � ' on Ft
Ezp..0 /211/201,on FF n+or,4a
k
When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the budding was not constructed with FBC nor a 1994
SFBC.Then you must provide a building application from a General Contractor for the Roof to wall connection Hurricane Mitigation.
Revised on 5/21/2009
3/2f2017 Property Search Application-Miami-Dade County
�rOFFICE OF
Summary Report
Generated On:3/2/2017
Property Information r.
Folio: 11-3205-009-0170
Property Address:
1248 NE 99 ST .,
Miami Shores,FL 33138-2643
JOSEPH G CHARLES TRS --]
Owner JOSEPH AND MARILYN CHARLES
REV LIVING ENTIRETIES TR
num
MARILYN G CHARLES TRS
1248 NE 99 ST
Mailing Address
#'
MIAMI SHORES,FL 33138 USA
Primary Zone 1400 SGL FAMILY-3001-3250 SQ
Primary Land Use 0101 RESIDENTIAL-SINGLE
FAMILY:1 UNIT
t - '
Beds/Baths/Half 3/3/0
Floors 2
Living Units 1
Actual Area Sq.Ft
Living Area Sq.Ft Taxable Value Information
Adjusted Area 2,906 Sq.Ft 2016 2015 2014
Lot Size 10,900 Sq.Ft County
Year Built 1949 Exemption Value $50,000 $50,000 $50,000
Taxable Value $223,455L__$221,555 $219,400
Assessment Information School Board
Year 16 2015 2014 Exemption Value $25,000 $25,000 $25,000
Land Value 65,521 $332,869 $293,868 Taxable Value $248,455 $246,555 $244,400
Building Value $202,258 $203,943 $200,311 City
XF Value $9,818 $7,224 $7,308 Exemption Value $50,000 $50,000 $50,000
Market Value $577,597 $544,036 $501,487 Taxable Value 1 $223,455 $221,555 $219,400
Assessed Value $273,455 $271,555 $269,400 Regional
Exemption Value 1 $50,000 $50,000 $50,000
Benefits Information Taxable Value 1 $223,455 $221,555 $219,400
Benefit Type 2016 2015 , 2014
Save Our Homes Assessment Sales Information
$304,142 $272,481 $232,087
Cap Reduction Previous OR Book-
Homestead Exemption $25,000 $25,000 $25,000 Sale Price Page Qualification Description
Second Homestead I Exemption $25,000 $25,0001 $25,000 11/19/2015 $100 29893-2909 Corrective,tax or QCD:min
Note:Not all benefits are applicable to all Taxable Values(i.e.County,School consideration
Board,City,Regional).
Short Legal Description
EARLETON SHORES PB 43-80
LOT 5&W25FT LOT 4 BLK 2
LOT SIZE IRREGULAR
OR 10073 1973 74 0678 4
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://www.miamidade.gov/info/disclaimer.asp
Version:
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SECTION 1524
HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with
the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402
govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the
following items should be addressed as part of the agreement between the owner ant the contractor.The owner's
initial in the designated space indicates that the item has been explained.
2. -Renailing wood decks:When replacing roofing,the existing wood roof deck may have to
be re ailed in accordance with the current provisions of Section R4403. (The roof deck is usually
concealed prior to removing the existing roof system).
4. a Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking
can b viewed from below.The owner may wish to maintain the architectural appearance;therefore,
roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of
maintaining the appearance.
6. ��t---Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is
not;4erloaded from a buildup of water. Perimetededge 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, 3 and R4413.
/� 3�� �'�
Owner/Agent' Sig ture Date actor Signa ure Date
)r
Property Address Permit Number
Revised on 7/9/2009 LD;07/01/2015;
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ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1525
1 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
1
1 Florida Building Code 5th Edition(2014)
1 High-Velocity Hurricane Zone Uniform Permit Application Form
1
1 INSTRUCTION PAGE
1
1
1 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW:
1
1 Roof System Required Sections of the Attachments Required
1 Permit Application Form See List Below
1 Low Slope Application A B,C 1,2,3,4,5,6,7
1 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7
1 Asphaltic Shingles A,B,D 1,2,4,5,6,7
1 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7
1 Metal Roofs A,B,D 1,2,3,4,5,6,7
1 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7
1
1 Other As Applicable 1,2,3,4,5,6,7
1
1 ATTACHMENTS REQUIRED:
1 1. Fire Directory Listing Page
1
1 2. From Product Approval:
1 Front Page
1 Specific System Description
1 Specific System Limitations
General Limitations
1 Applicable Detail Drawings
1 3. Design Calculations per Chapter 16,or if applicable,RAS 127 or RAS 128
1
1 4. Other Component of Product Approval
1 5. Municipal Permit Application
1 6. Owners Notification for Roofing Considerations(Reroofing Only)
1 7. Any Required Roof Testing/Calculation Documentation
1
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15.36 ; ; ; Soo ; Qt ARI�^A BUILDING CODE—BUILDING,5th EDITION(2014)
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Agreement Np wtionseauthixiie . • 0
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition(2014)
e
6
High-Velocity Hurricane Zone Uniform Permit Application Form,
0
Section A(General Information)
Master Permit No. p
Process No.
Contractor's Name C OB ti="Q tJ?_
Job Address_ 1�'f ,&J C�GJ �•'
N
ROOF CATEGORY 0
Low Slope ❑ Mechanically Fastened Tile
❑ Asphaltic Shingles �Mortar/Adhesive Set Tiles
❑ M �
etal Panel/Shingles ❑ Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF TYPE
ew :1 Repair ❑ Maintenance
X Reroofing ❑ Recovering 6
ROOF SYSTEM INFORMATION fi
Low Slo e oo rea(SI') �� Steep Stoped Roof AREA(SSFOKI-L Total(SF) 3�'
tllll► 6
Section B(Roof Plan) 0
c - oof PI Illustrate all levels and sections, roof drains,scuppers,
sions of sections and levels clearly identify dimensions of elevated ssre zones and Overflow location of parers and apets.rains. Include limen- D
' 0
Cn
0
D
lam
¢ ° B
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FLORIDA BUILDING CODE—8 UILDING,509 BBITFN(2jj,0 -:0
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ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
0 Florida Building Code 5th Edition(2014)
1 High-Velocity Hurricane Zone Uniform Permit Application Form.
1
1 Section C(Low Slope Application) Top PIFastener onding ateri e
1 Fill in specific roof assembly components and identify1
1 manufacturer 1
1 (If a component is not used,identify as"NA") Surfacing:
Fastener Spacing f r Anchor/Base Sheet Attachment: 1
1 System Manufacturer. 40 1
1 Field:—t—°oc @Lap,#Rows 4— @ ? °oc 1
1
1 Product Approval No.: Perimeter: 6 °oc @ Lap,#Rows @ 1
1
1 Design Wind Pressures,From RAS 128 or Calculations: Comer. °oc @ Lap,#Rows X' @ °oc i
P1:A�,_Y P2: y47 P3: 1®1 P Number of Fasteners Per I��ttsulation Board: 1
1 Max. Design Pressure,from the specific product Field Perifneter Comer 1
1 approval system: 6�j2,S' Illustrate Components Noted and Details as Applicable: 1
1 Deck: Woodblocking,Gutter, Edge Termination,Stripping, Flashing, 1
1 Continuous Cleat,Cant Strip,Base Flashing,Counterflashing, 1
1 Type: 4�0� °` Coping,Etc. 1
1
�/� Indicate: Mean Roof Height, Parapet Height, Height of Base Gauge(Thickness: Flashing, Component Material, Material Thickness, Fastener 1
1 Type, Fastener Spacing or Submit Manufacturers Details that 1
1 Slope: ��� Comply with RAS 111 and Chapter 16.
1
1 Anchor/Base Sheet&No.of Ply(s): A-114-
Anchor/Base Sheet Fastener/Bonding Material: 1
1 � 1
1 FT.
Insulation Base Layer.
1
1 Base Insulation Size and Thickness: ,r Parapet 1
Base Insulation Fastener/Bonding Material:
1 Top Insulation Layer /i— ;,"�� t FT. 1
T „ 1
Top Insulation Size and Thickness: ��®� Mean
1
1 Top Insulation Fastener/Banding Material: o?•� !r- � �� RoofHeight 1
1 Base Sheet(s)&No,of Ply(s):441,44A- �c 1
1
Base Sheet FastenerBopdingMaterial •�•• • •t��,A.It�� � !f�6f� 1
Ply Sheets)&No.of Ply(s):r tf eaja paw• ••i '•i ••' i i ••'
1
1 Ply Sheet FasteneBpndnB MatQrl: 1
1 Y •
Top Ply: 0 000
� 1
15.38 i 0 i 000 i jLOR�A BUILDING CODE—BUILDING,5th EDITION(2014)
I t 1 1 1 copyright to,aallic f ft"'I�►C Iq RICV t II�v n);accused by Die=Palacio on Jun 8,2015 1032:12 AMpursuant to license
Agreement tQpreptodlycttongauthy> 0 0
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ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition(2014)
High-Velocity Hurricane Zone Uniform Permit Application Form 1
1
Section D(Steep Sloped Roof System) 1
Roof System Manufacturer: ® p `7/cj azo 1
Notice of Acceptance Number. /L=-- /l=Af.�o 1
Minimum Design Wind Pressures,If Applicable(From RAS 127 Calculations. 1
Pl: 'Or.&f P1: %3e 7j, pi: .23=P 1
1
1
1
Deck Type: Ldee6/ 1
1
Type Undedayment: Wgrw? '6 -2:2-6 xf 1
Roof Slope: 1
12 1
Insulation: —��
1
1
Fire Barrier:
Ridge Ve tlation? Fastener Type&Spacing: '� r
fal
1
Adhesive Type: QEF i 1
1
Type Cap Sheet: ®� /mss
1
1
Mean Roof Height: Roof Covering:
Type&Size Drip
Edge: )( U e ,led
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FLORIDA BUILDING CODE—BUILDING,51h EI�ITIOIi(zlz i i i 15.39
1 1 1 1 Copyright to,t¢licertb� G*Al�alQtrrs yEo);accessed by Eliezer Palacio on Jun 8.2015 10:.32:12 AM pursuant to License
Agreement.]Ll®fjuthor repcpo�autlipy�d.• •
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition(2014)
1
High-Velocity Hurricane Zone Uniform Permit Application Form.
1
1
Section E(Tile Calculations)
1 For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from K. If the M,values
are greater than or equal to the M,values,for each area of the roof,then the the attachment method is acceptable.
d McPod 1 'Moment Based Tile Calculations Per RAS 127"
1 (P1:'- r�x X iV-4= 40,61)_M9:170 =M, 44f Product Approval M, °S�
1 (P2:� xl�< /.'F,r=� -Mg:�'?�' =M2 t &- Product Approval
1 (P3/!t=t:1 x% -M91-76 =M %r3 Product Approval
1 Method 2"Simplified Tile Calculations Per Table Below"
Required Moment of Resistance(M,)From Table Below Product Approval M,
M,required Moment Resistance'
1 Mean Roof Height
1 Roof Slope 15' 20' 25' 30' 40'
2:12 34.4 36.5 38.2 39.7 42.2
3:12 32.2 34.4 36.0 37.4 39.8
4:12 30.4 32.2 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
1 7:12 24.4 25.9 27.1 28.2 30.0
Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and
Appeals.
ii For Uplift based tile systems use Method 3.Compared the values for F with the values for Fr. If the F values are greater than or
I equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable.
1
1 Method 3"Uplift Based Tile Calculations Per RAS 127"
(P1:_x L_- x w:=_)-W: x cos 0_=F,, Product Approval F
1 (P2: x L_= x w:= -W: x cos® =Fn Product Approval F
1 (P3:_x L_= x w:=�)-W: x cos 8 =F, Product Approval F'
8
I Where to Obtain Information
0 Description Symbol Where to find
Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre-
pared by PE based on ASCE 7
1 Mean Roof Height H Job Site
Roof Slope 8 Job Site
Aerodynamic Multiplier Product Approval
1 Restoring Moment due to Gravity M9 Product Approval
1 Attachment Resistance Mr Product Approval
Required Moment Resistance : Calculated
Minimum Attachment Resistance • '; '• • • ; • Product Approval
1 Required Uplift Resistance F, Calculated
1 Average Tile Weight W Product Approval
Tile Dimensions •L - len • =vrdth • • .,duct Approval
1 All calculations must be submitted to the bdildinc:Qffitial i$Jh;tirjiebf pIrmita*lication.
1
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15.40 so: 0 • LOFjDA BUILDING CODE-BUILDING,5th EDMON(2014)
0 Copyrigb[to, li b AltRI );accessed by Eli=r Pals6o on Jun 8,2015 10:32:12 AM pursuant to License
1 I 1 Agfecment�TO>ip tbpr X� cuou bdvl �d.:i"IED);
MIAMDARE
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy
Boral Roofing,LLC
7575 Irvine Center Drive,Suite 100
Irvine,CA 92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section
(in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this
product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Saxony 900 Concrete Roof 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 u ser b r the manufacturer or its distributors and
shall be available for inspection at the job site at the re4ie%pf3hC$ui14g Official.
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This NOA renews NOA No.13-0723.05 and consists oTpages 1 fhrotigh 1V
The submitted documentation was reviewed by Alex Tigera.
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` " ' ' • NOA No.: 16-0711.05
MIAMMADE COUNTY Expiration Date: 04/26/22
° 1C% •�� Approval Date: 09/29/16
° ° ° Page 1 of 8
ROOFING ASSEMBLY APPROVAL
Cateaory Roofing
Sub-Catesory: Roofing Tiles
Material: Concrete
Deck Type: Wood
1. SCOPE
This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as
manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations
where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure
values obtained by calculations in compliance with RAS 127 using the values listed in the installation section
herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Saxony 900-Slate Length= 17" TAS 112 Flat profile,interlocking,high-pressure extruded
Width= 13" concrete roof tile with two nail holes. For direct deck,
thickness= 1-5/32" batten,mortar set or adhesive set applications.
Saxony 900 Length= 17" TAS 112 Flat profile,interlocking,high-pressure extruded
Split Shake Width= 13" concrete roof tile with two nail holes. For direct deck,
thickness= 1-9/32" batten,mortar set or adhesive set applications. Top
surface produced with 4 different configurations:
1. Complete tile brushed
2. Right half brushed(shown in drawing)
3. Left half brushed
4. No brush
Saxony 900-Shake Length= 17" TAS 112 Flat profile, interlocking,high-pressure extruded
Width= 13" concrete roof rile with two nail holes. For direct deck,
thickness= 1-9/32" batten,mortar set or adhesive set applications.
Trim Pieces Length: varies TAS-112 Accessory trim,boosted Barcelona,concrete roof
Width:varies pieces for use at hips,ridges and rakes.
varying thickness
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" ' NOA No.: 16-0711.05
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CMIMMI-D�ADECOUONTY . . Expiration Date: 04/26/22
0:0• . • .•• • Approval Date: 09/29/16
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2.1 MANUFACTURING LOCATION
2.1.1 Lake Wales,FL
2.2 EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
The Center for Applied 94-084 Static Uplift Testing May 1994
Engineering,hic. TAS 101 (Mortar Set)
The Center for Applied 94-060A Static Uplift Testing March, 1994
Engineering,Inc. TAS 101 (Adhesive Set)
The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995
Engineering,Inc. (2 Quik-Drive Screws,Direct Deck)
The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995
Engineering,Inc. (2 Quik-Drive Screws,Battens)
The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 March, 1995
Engineering,Inc. (1 Quik-Drive Screw,Direct Deck)
The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 March, 1995
Engineering,Inc. (1 Quik-Drive Screw,Battens)
The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994
Engineering,Inc. Test#MDC-77 TAS 100
Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991
Appendix II&III TAS 108 (Nail-On)
Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994
TAS 108 (Nail-On)
Redland Technologies P0631-01 Wind Tunnel Testing July 1994
TAS 108(Mortar Set)
Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993
screw vs. smooth shank nails
Atlanta Testing& R1.894/R2.894/R3.894 Physical Properties Aug. 1994
Engineering,Inc. TAS 112
Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998
Testing Service 520111-4 TAS 101
Celotex Corporation 520191-1 Static Uplift Testing March 1999
Testing Service TAS 101
Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996
Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996
Walker Engineering,Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4&5 December 1996
25-7848-6
Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995
Walker Engineering,Inc. Evaluation Calculatio"9 ••Aaf ofynainic Multipliers 09/01/16
Walker Engineering,Inc. Calculation;. .: ••: -twp P%tjy O,dhesive Set System April 1999
Walker Engineering,Inc. Evaluation Calculadons: '.ReUdri$gMpOents Due to Gravity 09/01/16
American Test Lab of RT0617.04-16 TAS 112 06/29/16
South Florida •:• 0:0 .•• •
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" ' ' . NOA No.: 16-0711.05
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MuAMi•u,4pe coup Expiration Date: 04/26/22
0:0• ••• Approval Date: 09/29/16
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3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code
Compliance Office for review.
3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless 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
the applicable Building Code.
4. INSTALLATION
4.1 Saxony 900(Slate, Shake& Split Shake)Concrete Roof 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(lbfl Length-I (ft) Width-w(ft)
Saxony 900 10.9 1.417 1.08
Slate, Shake &Split Shake
Table 2: Aerodynamic Multipliers -X (ft3)
Tile %(ft3) (ft3)
Profile Batten Application Direct Deck Application
Saxony 900 0.291 0.315
Slate, Shake &Split Shake
Table 3: Restoring Moments due to Gravity-Mg(ft-lbt)
Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or
Profile greater
Saxony 900 Direct Deck Direct Deck Battens Direct Battens Direct Battens Direct Battens Direct
Slate, Shake& Deck Deck Deck Deck
Split Shake 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95
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• •• •• •. ..• . NOA No.: 16-0711.05
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MAMMADE COUNTY Expiration Date: 04/26/22
••• ••• • Approval Date: 09/29/16
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Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Mechanically Fastened Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 15/32" (min. 19/32"
plywood) plywood)
Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2
Slate,Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9
Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4
1 18 Screw 30.8 30.8 18.2
2.#8 Screws 51.7 51.7 24.4
1-10d Smooth or Screw Shank Nail(Field 24.3 24.3 24.2
Clip)
1-10d Smooth or Screw Shank Nail(Save 19.0 19.0 22.1
Clip)
2-10d Smooth or Screw Shank Nails (Field 35.5 35.5 34.8
Clip)
2-10d Smooth or Screw Shank Nails(Eave 31.9 31.9 32.2
Clip)
Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf)
for Two Paddy Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Saxony 900 Slate, Shake $Split Shake Adhesive' 31.3 2a3
1 See foam adhesive manufacturer's component approval for installation requirements.
2 The Dow Chemical Company TileBond-one-component foam minimum weight per paddy 13.9 grams.
3. ICP Adhesives PolysetO AH-160 two-component foam,minimum weight per paddy 8 grams.
Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Single Paddy Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Saxony 900 Slate, Shake &Split Shake ICP Adhesives Polyset®AH-160 118.94
Two-component foam 40.45
3 Large paddy placement of 45 grams of Polyset®AH-160.
4 Medium paddy placement of 24 grams of Polyset®AH-160.
Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Mortar Set Systems
Tile Tile Minimum Attachment
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Profile ; ;ARglifallon: ; Resistance
Saxony 900 Slate, Shake&Split Shake ..• ..; Mptteir.SejS ; ••• 43.96
5 Tile-rite Roof Tile Mortar
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•.• • • ••• • NOA No.: 16-0711.05
MU MMADE COUNTY Expiration Date: 04/26/22
• ••• Approval Date: 09/29/16
• • • • • • Page 5 of 8
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5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed
below,or following statement: "Miami-Dade County Product Control Approved".
rz
LABEL FOR BORAL SAXONY 900 TILES(LAKE WALES FL PLANT)
LOCATED UNDERNEATH TILE
6. BUILDING PERMIT 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 the Building Official or applicable building code in order to
properly evaluate the installation of this system.
PROFILE DRAWINGS
NAIL HOLES
1-5/32"(Slate)
17 " COVERLOCK
13 "
i.0 E"OeK :•: •.
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SAXONY 900-SLATE
:•• V V ••• :•• ••• NOA No.: 16-0711.05
QMMAMMI-DAMDE COUNTY Expiration Date: 04/26/22
Approval Date: 09/29/16
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PROFILE DRAWINGS
NAIL HOLES
1-9/32"(Shake)
17 " 9`' 13 "
Note: Available Top Surface Finishes
5. Complete the brushed
6. Right half brushed (shown in drawing)
7. Left half brushed
8. No brush
SAXONY 900-SPLIT SHAKE
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DADE COUNTY •
••• ••• •• •• •• ••• •• • NOA No.: 16-0711.05
MIAMb •
Expiration Date: 04/26/22
Approval Date: 09/29/16
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PROFILE DRAWINGS
NAIL HOLES
{
1-9/32"(Shake)
17 " say°
y .
13 "
SAXONY 900-SHA10E
END OF THIS ACCEPTANCE
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NOA No.: 16-0711.05
ruva15n7.1§1e couwnr Expiration Date: 04/26/22
••• • • ••• Approval Date: 09/29/16
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MtAM _
} MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Polyglass USA Inc.
1111 W.Newport Center Drive
Deerfield Beach,FL 33442
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section
(in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this
product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION:Polyglass Polystick Underlayments
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 rQVest*4tbe:Buitdi*pffibfal.
. .. . . . . ... .
This NOA renews and revises NOA No.14-0717.08 and Lossi$ts*of pfiges 1 tbraugh 8.
The submitted documentation was reviewed by Gaspar J Rodriguez.
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C==WENOA No.: 15-0410.04
... ... Expiration Date: 09/13/21
Approval Date: 08/11/16
" Page 1 of 8
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ROOFING COMPONENT APPROVAL
Category: Roofing
Sub-Category: Underlayment
Material: SBS,APP Self-Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Descriution
Polystick IR-Xe 65'x 3'33/8" ASTM D 1970 A fine granular/sand top surface self-adhering,APP
Manufacturing Or 65'x 3' polymer modified,fiberglass reinforced,bituminous
Location#1  60 mils thick sheet material for use as an underlayment in sloped roof
assemblies. Designed as an ice&rain shield.
Polystick Dual Pro 61'x 3'33/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester
Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a
Location#2 metal roofing and roof tile underlayment.
Polystick Tile Pro 61'x 333/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester
Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane.Designed as a metal
Location#2 roofing and roof tile underlayment.
Polystick TU Max 65'8"x 3'3-3/8" TAS 103 and A rubberized asphalt self-adhering,polyester reinforced
Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof rile
Location#1  underlayment.
Polystick TU P 32'10"x 3'33/8" TAS 103 and A rubberized asphalt waterproofing membrane,glass-
Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced,with a granular surface
Location#2 designed for use as a tile roof underlayment.
Polystick TU Plus 65'x 3'33/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester
(Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane.Designed as a metal
Manufacturing roofing and roof file underlayment.
Location#1 
Polystick MTS 6518"x 3133/8" TAS 103 A homogeneous,rubberized asphalt waterproofing
Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film
Location#2 on the upper surface for use as an underlayment for metal
roofing,roof tile,slate tiles and shingle underlayment.
Polystick MTS Plus 6518"x 313-3/8" TAS 103 A homogeneous,rubberized asphalt waterproofing
Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film
Location#2 on the upper surface for use as an underlayment for metal
roofing,roof tile,slate tiles and shingle underlayment.
Elastoflex S6 G 32'10"x 3'3j/8" TAS 103 VVd•••Pglypstel reinforcici, SBS modified bitumen membrane
ASTM D:6 164 *wWi 9a4d$d DaCk face and a granule top surface. For
Manufacturing
Location#2 •• •use I;Jf l undarlayment systems.
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NOA No.: 15-0410.04
tarsi s-cstt�tlr Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 2 of 8
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MANUFACTURING PLANTS:
1. Hazelton,PA
2. Winter Haven,FL
EVIDENCE SUBMITTED
Test Agency Test Identifier Test Name/Report Date
Trinity ERD P10870.09.08-R1 TAS 103 12/04/08
P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09
P33360.06.10 ASTM D1970 07/01/10
P33370.03.11 TAS 103 03/02/11
P33370.04.11 ASTM D 1623 04/26/11
P36900.09.11 TAS 103/ASTM D4798&G155 09/01/11
P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11
P40390.08.12-2 ASTM D 1623 08/07/12
P37590.07.13-1 ASTM D6164 07/02/13
P45270.05.14 TAS 103,TAS 110&ASTM D1623 05/12/14
P46520.10.14 ASTM D1623 10/03/14
P44360.10.14 TAS 103 &TAS 110 10/07/14
P43290.10.14 ASTM D 1970&TAS 110 10/17/14
PLYG-SC10130.06.16-3 TAS 103 &TAS 110 06/27/16
PLYG-10130.06.16-1 ASTM D1970&TAS 110 06/27/16
PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06
PUSA-055-02-02 TAS 103 12/10/07
PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09
Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798 &G155 04/01/08
RX14E8A TAS 103/ASTM D4798&G155 11/09/09
DX23D8B TAS 103/ASTM D4798&G155 02/18/10
DX23D8A TAS 103/ASTM D4798&G155 02/18/10
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city
and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved"
or the Miami-Dade County Product Control Seal as shown below.
MIAMMADE COUNTY
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
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1.This Notice of Acceptance.
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2.Any other documents required by the Building Official or apl%&lJle,bi4l4Zngpbde in order to properly evaluate the
installation of this materials.
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NOA No.: 15-0410.04
MLAMIM cetu ... . . . ... . . Expiration Date: 09/13/21
: :.: : : : Approval Date: 08/11/16
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INSTALLATION PROCEDURES:
Deck Type 1: Wood,non-insulated
Deck Description: Min. 19/32"plywood or wood plank
System Type E(1): Anchor sheet mechanically fastened to deck,membrane adhered
Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626.
Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c. at a minimum 4"head lap. (for
base sheet only)
Membrane: Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick
TU P,Polystick TU Plus,Polystick MTS or Polystick MTS Plus, self-adhered.
Surfacing: See General Limitations Below.
Deck Type 1: Wood,non-insulated
Deck Description: Min. 19/32"plywood or wood plank
System Type E(2): Anchor sheet mechanically fastened to deck,membrane adhered
Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626.
Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap.(for
base sheet only)
Membrane: Elastoflex S6 G,hot asphalt applied
Surfacing: See General Limitations Below.
Deck Type 1: Wood,non-insulated
Deck Description: Min. 19/32"plywood or wood plank
System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self-adhered.
Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap. (for
base sheet only)
Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps and minimum 6"vertical
laps.
Membrane: Polystick TU Plus,self-adhered.
Surfacing: See General Limitations Below.
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uDa COUNTY NOA No.: 15-0410.04
... . . • . ••• • Expiration Date: 09/13/21
} ' • • • • Approval Date: 08/11/16
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INSTALLATION REQUIREMENTS:
1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose deck panels,and
sweep the deck thoroughly to remove any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-%' and end laps
shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of
the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building
code.
4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the
membrane from the center outward in both directions.
5. For ridge applications,center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention
to lap areas.
7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be
applied over the underlayment.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick Dual Pro,Polystick Tile Pro,Polystick TU Plus,Polystick MTS and Polystick MTS Plus may be
used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tile systems and quarry
slate roof assemblies.
Polystick TU P may be used in all the previous assemblies listed except metal roofing.
Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof file systems.
Polystick TU Max may be used in non-structural metal roofing and roof tile systems.
Elastoflex S6 G may be used in roof rile systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU
Plus,Polystick MTS and Polystick MTS Plus shall be applied to a smooth,clean and dry surface. The deck
shall be free of irregularities.
5. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU
Plus,Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane
as a recover system.
6. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU
Plus,Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the
amount of days listed in the table below after apg)jIgn.•1�o lyglass reserves the right to revise or alter product
exposure times;not to exceed the preceeding n ximur4 tftC li apls
Exposu iryiY3tia • • •
MTS IR-Xe Elastoflex TU TU P Tile Pro Dual Pro TU Max MTS Plus
S6 G Plus
Winter Haven,FL 180 90 180 • 1 • 8 . 1& • . 180 180 180
Hazelton,PA N/A 90 N/A • 1 • N/A • AA • • N/A 180 N/A
NOA No.: 15-0410.04
••. • • • + ••• • • Expiration Date: 09/13/21
Approval Date: 08/11/16
i o•o•i i s i i•�•i
Page 5of 8
e ,
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.
8. In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance.
Polystick Tile Pro,Polystick TU Max,Polystick TU Plus or Elastoflex S6 G may be used in both adhesive
set and mechanically fastened roof tile applications.
Polystick Dual Pro is limited to mechanically fastened roof tile applications.
Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in
Section 9.
Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile
applications.
9. When loading roof tiles on roof tile underlayment for(direct-to-deck)rile assemblies,the maximum roof slope
shall be as follows: (See Table Below)
Tile Profile Polystick MTS Elastoflex Polystick TU Plus,TU P, Polystick Polystick
S6 G Tile Pro,Dual Pro TU Max MTS Plus
Flat Tile Prohibited 4:12 6:12 6:12 5:12
without battens
Profiled Tile Prohibited 4:12 6:12 6:12 4:12
without battens
The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System
Notice of Acceptance and applicable Florida Building Code requirements. When battens are required,they shall
be utilized during loading and installation of tiles.
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
tile directly on the underlayment.Refer to Polyglass' Tile loading detail below for loading procedure—two tiles
laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles—for
all underlayments except Polystick MTS which shall be loaded onto battens.
mooting lues
-- (6 Max.Per Stack)
CL
12
.
o d
cv
r
'o
Roof Deck prepared with
PO L1STICK TU Rus
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NOA No.: 15-0410.04
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0:0 Expiration Date: 09/13/21
Approval Date: 08/11/16
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11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU
Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G may be
used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe,Polystick Dual Pro,
Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS
Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance.
If Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick
TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G are not listed,a request may be made to the
Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Section for approval provided
that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire
testing results.
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS.
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS.
1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are
cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable.
Please also refer to applicable Product Data Sheets of the corresponding products.
2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass
Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1 W metal disk as
required in Miami-Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate
of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on
the face of membrane,with the above stated nails and/or disks.The head lap membrane is to cover the area being
back-nailed. (Please refer to applicable local building codes prior to installation.)
3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric;and granule over granule end laps,shall have a 6"wide,uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,
XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between
the application of the lap.The use of mastic between the laps does not apply to Polystick MTS,
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile
Loading Guidelines. See General Limitations#9 and#10.
6. Battens and/or Counter-battens,as required by the tile manufacturers NOA,must be used on all projects for
pitch/slopes of 7712"or greater. It is suggested that on pitch/slopes in excess of 61/4"/12",precautions should be
taken,such as the use of battens to prevent tile sliding during the loading process.
7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours.
8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed
roof to wall details.
9. Repair of Polystick membranes is to be accomp4shed by app�ytigPQl3W1.ss Polyplus 55 Premium Modified
Flashing Cement,Polyglass Polyplus 50 Premiunt MB'1la1hthJ CWditt,X'traFlex 50 Premium Modified
Wet/Dry Cement,Polyglass PG500 MB Flashingtement to the area iri need of repair,followed by a patch of the
Polystick material of like kind should be set and hand rolled in place over the area needing such repair.Patching
membrane shall be a minimum of 6 inches in eithet MrectfW. Thi repakshoWd be installed in such a way so
that water will run parallel to or over the top of all lads of tie patch.. 0.
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NOA No.: 15-0410.04
�;, ... . ... Expiration Date: 09/13/21
Approval Date: 08/11/16
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10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a
minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for
rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling.
11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request.It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished
upon request by our Technical Services Department by calling 1 (800) 894-4563.
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800)894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by
the National Roofing Contractors Association(NBCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS.
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS.
END OF THIS ACCEPTANCE
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NOA No.: 15-0410.04
Expiration Date: 09/13/21
' • Approval Date: 08/11/16
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N1iAir11=t1Dta MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
G. 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.miamidade.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 construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: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-ef the Buildinj Offia►ial.
This NOA revises NOA 14-0805.01 and consists of p�es 1 48W0491 >:1.:
The submitted documentation was reviewed by Alex Tigera
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NOA No.:16-0315.01
QMLAAoewe eouNrr ••• Expiration Date: 05/10/17
Approval Date:04/07/16
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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 Roofing
Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using ICP
Adhesives Polyset®AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive
Polyset®AH-160
ICP Adhesives Foam N/A Dispensing Equipment
Dispenser RTF1000
ICP Adhesives ProPacV N/A Dispensing Equipment
30& 100
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:
1. Tomball,TX.
PHYSICAL PROPERTIES:
Property 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./Ft'
Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch
Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks
;40qo Vo1Ae^ange @1581F., 100%Humidity,2
Closed Cell Content ASTM D 2856"' 08/0 ' ••
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject:o normail eanumactu�g:ar iation.
' ' ' NOA No.: 16-0315.01
.
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MIAMI•DAD6 COUNTY ••• • • • ••• •. Expiration Date: 05/10/17
Approval Date:04/07/16
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EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Reyort 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 04/30/93
Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94
01-6739-062b[1] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96-1 TAS 114 03/14/96
P36700.04.12 ASTM D 1623 04/18/12
P39740.02.12 TAS 101 02/21/12
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 rile 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 61G20-3 of the Florida Administrative Code+ ••• ..
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' • • NOA No.:16-0315.01
MIAMFDADE COUNTY .•• • !• •• :•• • Expiration Date: 05/10/17
Approval Date:04/07/16
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Page 3of11
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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 the use of ICP
Adhesives Polyset'AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value
determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive
attachment data is noted in the roof tile assembly NOA.
3. ICP Adhesives Polyset'AH-160 and its components shall be installed in accordance with Roofing Application
Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and
Sealants,Inc. ICP Adhesives and Sealants,Inc.shall supply a list of approved applicators to the authority having
jurisdiction.
5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application
of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintained between
1.0-1.15 (A): 1.0(B).
6. ICP Adhesives Polyset'AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 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.
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• ••• ••• ••• • •
' ' ' • • • NOA No.:16-0315.01
MLAWDADE couNTY •• !• ••• •• ••• Expiration Date: 05/10/17
Approval Date:04/07/16
••• • • • ••• • • Page 4 of 11
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Table l: 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 45-65
Profiles
Flat,Low,High Profiles #1 17-23 sq.inches 45-65
Flat Profile #2 10-12 sq. inches 30
Low Profile #2 12-14 sq. inches 30
High Profile #2 17-19 sq. inches 30
Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy
head of tile 9-11 sq. inches at
overlap
Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams 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.
MIAMI•DADE COUNTY
M[$ 0
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
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• • • • • • • • • NOA No.: 16-0315.01
MIAMI•DADE COUNTY 6•• a• • ••• :•• ••• Expiration Date: 05/10/17
a Approval Date:04/07/16
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a ,
ADHESIVE PLACEMENT DETAIL#1
Paddy(Bean gaga Flat/Low Profile Tile
f.atn.�F�uircal$,
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,
00
R.. under the strengthening rib closest to the overlock
10161- of the tile being set.
.41
r.:mrn,rson�+.r
EG ,r, 2. Continue in same manner.Insure approximately 17
(109.7 cm2)—23(148.4 cm2)square inch adhesive
contact with the underside of the tile.
Era•PJ•sun-__ .<::a`:,..
"all thlough pfam Cement Medium Profile/ Double Pan Tile
ftvhen rew1reda
1. Starting at the eave course,apply a minimum 2"
(50.8 mm)x 10"(254 nun)x 1"(25.4 mm)foam
paddy onto the underlayment positioned as shown
1 under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner.Insure approximately 17
aatten� oa�,af '' (109.7 cm2)—23 (148.4 cm2)square inch adhesive
contact with the underside of the tile.
Mute
Lr.®tom• " Faso
n �hst+vf..st� High Profile/Single Pan Tile
cm�.�F��ao �- f6s�a•.eth n>•►
1. Starting at the eave course,apply a minimum 2"
(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
r paddy onto the underlayment positioned as shown
s®�.. under the pan portion of the tile closest to the
2 in.wxt• _ overlock of the tile being set.
u` t 2. Continue in same manner.Insure approximately 17
optional (109.7 cm2)—23 (148.4 cm2)square inch adhesive
00
gonVctwijhthe underside of the tile.
LOW Coin"
• _
teepholi• ••i ••i ••• i •••
t D In [ane clasuse
atip ed"
• ••• ••• ••• • •
• • NOA No.: 16-0315.01
MuaMMADE eourmr :•• :• :• ••• :•• ••• Expiration Date: 05/10/17
Up Approval Date:04/07/16
... •.. Page 6 of 11
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ADHESIVE PLACEMENT DETAIL#2
N- th=11=1
sugh Fl�arl�enm•nr Paddy Issaws1hUVI Flat/Low Profile Tile
(arPs•r r•pa11=
"'rakarrrtcm : VA ' 1. Starting at the eave course,apply a minimum 2"(50.8
s._ mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy
.�.., onto the underlayment positioned as shown under the
00 4 strengthening rib of the tile closest to the overlock of
'• '`" a `2E-+ r the file being set. Insure approximately 17(109.7 cm2)
23 (148.4 cm2)square inch adhesive contact with the
w C„ .. underside of the tile.
Eaufu
2. At the second course,apply a minimum 2"(50.8mm)
F"dj x 7" 177.8 mm x 1" 25.4 mm foam add onto the
yam ( ) ( ) paddy
underlayment positioned as shown under the
. 5 strengthening rib closest to the overlock of the file
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 file.
PJnel thr+� hrtic cernerta Medium Profile/Double Pan Tile
�sht�requiretll
- m,a&dy le'"Carh rile) 1. Starting at the eave course,apply a minimum 2"(50.8
uRd..l.gr-�•„e `-` I mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy
v _ 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 cm)—
�'' 23 (148.4 cm2)square inch adhesive contact with the
underside of the file.
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
�'r "' �• ,• underlayment positioned as shown under the pan
portion of the file closest to the overlock of the file
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 file.
(jn.Nc4o4s Gbhtinued on next page)
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•' ;• ' ;. . " •' ; NOA No.:16-0315.01
CMAMPEMDOWE COUNTY ••• • ••• Expiration Date: 05/10/17
Approval Date:04/07/16
... ... Page 7 of 11
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ADHESIVE PLACEMENT DETAIL#2(CONTINUED)
Nail duough Oank e. rn•--: Paddy is...�h��, High Profile/Single Pan Tile
%a'he!k FCq*,tbFCt�S j
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.Insure approximately 17(109.7 cm2)–
ir'"`� 2In. �,.- q 23 (148.4 cm2)square inch adhesive contact with the
underside of the tile.
www ,r 2. At the second course,apply a minimum 2"(50.8mm)
eE—a"(*t–ww
x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
'VO
' `� `` ►�..p underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
i App_ Drip edge
being set.
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.
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NOA No.:16-0315.01
CMLA WE WC Expiration Date: 05/10/17
Approval Date:04/07/16
... ... Page 8 of 11
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ADHESIVE PLACEMENT DETAIL#3
twthroughptasticamme Paddy(between mss)
(whenreqked) �! 1. On the eave course only,apply a minimum 2"(50.8
� � • nun)x 10"(254 mm)x V (25.4 mm)foam paddy
Paddy(tawerme) onto the underlayment positioned as shown,under
'mythe strengthening rib for flat file or under the pan
r en dme i� j
portion of the tile for low or high profile tile closest
to the overlock of the tile being set.Leave
sa=4 approximately 4"(10 1.6 mm)up from the eave
paddy edge free of foam to prevent the expanded adhesive
sifl+,t�e "'�; '�a
amdedaynMa `` '' from blocking the weep holes. Insure
•E"''�, approximately 17-23 int(109.7-148.4 cm2)of
• ' �.��-' adhesive contact with the underside of the file
`� - casco
2. Apply a 4"(101.6 mm)x 4"(101.6 mm)x V (25.4
mm)foam paddy onto the underlayment just below
Rat/Low Profl e'nis the second course line positioned foam paddy
under the strengthening rib for flat rile,or under the
MW uf7°'*' 6 conent St'q%paddy under tile pan portion of the tile,closest to the underlock for
Wes) the second course file to be installed. Insure
approximately 8-9 int(51.6-58.1 cm2)of adhesive
Baum °ate'(Undar me) contact with the underside of the tile.
of
on top�� A'� (Instructions continued on next page)
on
orn�
Ewe
coumFasda
Medium ProtHa Tile
• •• • • • • ••• •
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• NOA No.: 16-0315.01
. .. . . . . .
Mu�aneDE eour�r ••• • .. ••• Expiration Date: 05/10/17
Approval Date:04/07/16
0:0
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.• • • Page 9 of 11
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ADHESIVE PLACEMENT DETAEL#3 (CONTINUED)
Hail carom'+plastic Single paddy under n1e
when required) 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x 3/a"
° " ' (19 mm)paddy on top of the eave course tile
pay°®dumas surface as shown,on top of the strengthening rib
for flat tile or on top of the pan portion of the rile,
Y closest to the underlock of the first course of tile.
" an
s Install second course of tile.Insure approximately
4j0in. 9(5 8.1 cm2)- 11 (71cm2)square inch adhesive
contact with the underside of the tile at the overlap
=_Sin .� and 7(45.2 cm2)-9(58.1 cm2)square inch
0 adhesive contact with the underside of the tile at
>, the head of the tile.Continue in same manner.
Eave
^� • aye
ephab
10 an 2 fa Eave claque
Qdp edge
Mligh Profile Tile
• • . • • • •
• • • • • • • 0.0• NOA No.:16-0315.01
MIAMI-DAD'COUNTY •• :• :0 000 ••glj Expiration Date: 05/10/17
Approval Date:04/07/16
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0:0 • . Page 10 of 11
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ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Two Piece Barrel(Cap and Pan)Tile
t►Place enough adhesive t. achieve 85 to 70 sq In 1. Starting at the cave course,apply a minimum 2"
Steep retch applications
In contact with the pan tile. (when required) (/50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
red) l
2)Tum covers upside down.Place adhesive In paddy onto the underlayment positioned as
to t in.f om outside edge of cam tile. shown under two adjacent pan tiles. Support cave
Then install the tile.Ensure 20 to
25 sq.in,contact are& tiles from rocking until adhesive has a chance to
UnderhrymeM �' "
cure.
2. Continue in same manner bringing two pan
courses up toward the ridge.Insure
approximately 65 (419.4 cm)—70(451.6 cm2)
square inch adhesive contact with the underside
-`
Sheathing of the pan tile.
Eave closure -'"
(motarshorrn) 3. Turn covers upside down exposing the underside
weephole Fascia Board of the tile.Apply a minimum 1"(25.4 mm)x 10"
(254 mm)bead of adhesive directly on the inner
Remove top portion of the eave course cover tile.Abut to wand course of edge of each side of the cover tile.Leave
pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. approximately 3/4"(19 mm)to 1"(25.4 mm)
Two Piece Barrel-High Profile Tile 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 cm)square inch
contact area on each side of the cover rile 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
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• ••• ••Y ••• • •
• • • • • • NOA No.: 16-0315.01
Mlar�WADE C2UhM '•• '• '• ••• '•• ••• Expiration Date: 05/10/17
Approval Date:04/07/16
... . Y•Y Y Y Page 11 of 11
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MIAMFDADE MIAMI-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 ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy
GAF
1 Campus Drive
Parsippany,NJ 07054
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami Dade County and other areas where allowed by the
Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product
Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)
reserve the right to have this product or material tested for quality assurance purposes.If this product or
material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing
and the AHJ may immediately revoke,modify,or suspend the use of such product or material within
their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade
County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building
Code including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF Ruberoid®Modified Bitumen Roof System for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state
and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an
endorsement of any product,for sales,advertising or any other purposes shall automatically terminate
this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspecti'M alt be;oD sikat tl-rptttest of the Building Official.
.. • • • • •
4-0
This NOA renews and revises NOA No. 161 I.Aa43 14s>;4b1pates 1 through 30.
The submitted documentation was reviewedby Jorge L*Aceto. • • •
NOA No.: 14-1030.02
MIAMI DARE COUNTY • • • • . • ••r • • Expiration Date: 11/06/18
APPROVEDApproval Date: 11/05/15
• �•'•� : �•••� Page 1 of 30
Membrane Type: SBS/SBS Cold Applied
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32"or greater plywood or wood plank decks
System Type E(1): Base sheet mechanically fastened to roof deck.
All General and System Limitations shall apply.
Fire Barrier: FireOut'Fire Barrier Coating,VersaShield®Fire-Resistant Roof Deck Protection
(optional) or Securock®Gypsum-Fiber Roof Board.
Base sheet: GAFGLAS'#80 Ultima'°°Base Sheet,GAFGLAS®Stratavent®Eliminator'
Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld&' Smooth
or Ruberoid®SBS Heat-Weld'25 base sheet mechanically fastened to deck as
described below:
Fastening GAFGLAS®Ply 4,GAFGLAS®FlexPly 6,GAFGLAS®475 Base Sheet or any
Options: of above base sheets attached to deck with approved annular ring shank nails and
tin caps at a fastener spacing of 9"o.c. at the lap staggered and in two rows 12"
o.c.in the field.
(Maximum Design Pressure—45 psf.See General Limitation#7)
GAFGLAS®Ply 4,GAFGLAS®FlexPly'°'6,GAFGLAS®#75 Base Sheet or any
of above base sheets attached to deck with Drill-Tec'°'#12 Fastener,Drill-Tec'
#14 Fastener or Drill-Tec'XHD Fastener and Drill-Tec'3"Steel Plate,Drill-
Tec'AccuTrac®Flat Plate or Drill-Tec'AccuTrac®Recessed Plate installed 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—45 psf.See General Limitation#7)
GAFGLAS®FlexPly''6,GAFGLAS®#75 Base Sheet or any of above base 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.
(Maximum Design Pressure—52.5 psf.See General Limitation#7)
GAFGLAS®#80 Ultima""Base Sheet,Ruberoid®20,Ruberoid®Mop Smooth,
base sheet 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.
(Maximum Design Pressure—60 psf.See General Limitation#7)
GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with
Drill-Tec'#12 Fastener,Drill-Tec'#14 Fastener or Drill-Tec''XHD Fastener
and Drill-Tec''3"Steel Plate,Drill-Tec'AccuTrace Flat Plate or Drill-Tec'"
AccuTrac®Recessed Plate installed 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. •• 00:
•• • • • • • ••
(Maximum Design Pi'Gssure"-6P*�;She en�rPl Limitation#7)
Any of above base sheets aWchedio deck approved annular ring shank nails and
3"inverted Drill-Tec 'insulation plates at a fastener spacing of 9" o.c.at the 4"
lap staggered in two r&WW' in Wfibl(t .'• fee
(Maximum Design Fressxre•-60* Se e•GoNer &limitation#7)
NOA No.: 14-1030.02
r�ui•�e courmr Expiration Date: 11/06/18
• : : :.: : Approval Date: 11/05/15
• :00.: • • • • • • Page 26 of 30
Fastening GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with
Options: Drill-Tec'#12 Fastener,Drill-Tec'#14 Fastener or Drill-Tec'T'XHD Fastener
(Continued) and Drill-Tec'3"Steel Plate,Drill-Tec'°°AccuTrac®Flat Plate or Drill-Tec'
AccuTrac®Recessed Plate installed 8"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—75 psf.See General Limitation#7)
Ply Sheet: (Optional)One or more plies GAFGLAS®Ply 4,GAFGLAS®F1exPly'°'6,
GAFGLAS®#80 Ultima Base Sheet,Ruberoid®Mop Smooth or Ruberoid®20
sheet adhered in a full mopping of approved asphalt applied within the EVT range
and at a rate of 20-40 lbs./sq.
Membrane: One or more plies of Ruberoid®Mop Smooth,Ruberoid®Mop 170 FR,Ruberoid®
Mop Granule,RoofMatch7 SBS Modified Granular,Ruberoid®Mop Plus
Granule,Ruberoid®20,Ruberoid®30,Ruberoid®EnergyCap"30 FR SBS
Membrane,Ruberoid®30 FR or Ruberoid®Mop FR in adhered in a full mopping
of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
Or
One or more plies of Ruberoid®Mop Smooth,Ruberoid®Mop Granule,
RoofMatch"SBS Modified Granular,Ruberoid®Mop 170 FR,Ruberoid®Mop
Plus Granule,Ruberoid®20,Ruberoid®30,Ruberoid®EnergyCap'"30 FR SBS
Membrane,Ruberoid®30 FR or Ruberoid®Mop FR adhered in MatrixTM 102 SBS
Membrane Adhesive at an application rate of 1-2 gal./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 400 lbs./sq.and 300 lbs./sq.respectively in a flood coat
of Approved asphalt at 601bs./sq.
2. GAFGLAS®Mineral Surfaced Cap Sheet,Tri-Ply®Mineral Surfaced Cap Sheet
or GAFGLAS'EnergyCap'BUR Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20-40
lbs./sq.
3. Topcoat®Membrane,Topcoat®MB Plus(to be used as a primer with Topcoat®
Membrane)or Topcoat®Surface Seal SB applied at 1 to 1.5 gal./sq.
Maximum Design
Pressure: See Fastening Options
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NOA No.: 14-1030.02
CMIAMARE COUNTY ••• • • • • ••• • • Expiration Date: 11/06/18
:.: Approval Date: 11/05/15
• ' ' Page 27 of 30
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WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®F1exPlyTm 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum'/4"DensDecO Roof Board or'/2"Type X gypsum board is acceptable to be installed
directly over the wood deck.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt,panel size shall be 4'x 4'maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip
mopped 8"ribbons in three rows,one at each side lap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"break shall be
placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum
design pressure of-45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of
275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field-tested,are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required,as determined by the
Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registered
Engineer,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 comer areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117.Calculations prepared,signed and sealed
by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant
(When this limitation is specifically referred within this NOA,General Limitation#9 will not
be applicable.)
8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs
shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.
field,perimeters,and comers).Neither rational analysis,nor extrapolation shall be permitted for
enhanced fastening at enhanced pressureaohet•(1.e;pbri4gtejs„ex4bflded comers and comers).
(When this limitation is specifically reforr ed wiVAL All TUk Ge neral Limitation#7 will not
be applicable.) •• 06: •• • ••
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 1!lovida Administrative Code.
. . .
END OF AHI AGO]. ] TAI•N L
... . . • ••• •
NOA No.: 14-1030.02
MIAMI•DADE COUNTY ... . . ... . Expiration Date: 11/06/18
• ; ; ; ;•; ; ; Approval Date: 11/05/15
• • • • • • Page 30 of 30
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9IM15 TGFU.R14153-Roofing Systems
ONLINE CERTIFICATItNS DIRECTORY
TGFU.R14153
Roofing Systems
Page Bottom
Roofing Systems
See General Information for Roofing Systems
GAF R14153
I CAMPUS DR
PARSIPPANY, NI 07054 USA
"Ruberoid@ 20" or"Ruberoid@ 20 HT" or"Ruberoid@ Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of
the following Classifications.
1/2-in. thick(minimum) gypsum boanl or 1/4-in. thick(minimum) Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard," "DensDeck Prime@
Roofboard" or"DensDeck DuraGuardm Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the
resulting roofing system is acceptable,or use over combustible(15/32-in. thick minimum) roof decks. However, the butt joints in the gypsum
board and Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard," "DensDeck Prime@ Roofboard" or"DensDeck DuraGuardTm Roofboard" are 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 below the
overlayment board.
Multiple plies of"GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"Tri-Ply@ Ply 6" may be adhered to Georgia-Pacific Gypsum LLC"DensDeck @
Roofboard," "DensDeck Prime@ Roofb)ard" or"DensDeck DuraGuardT`" Roofboard" in hot roofing asphalt.
"EnergyGuardTm Ultra" is an acceptable alternate to "EnergyGuardT" RF" in any applicable Classification.
"GAF Stratavente EllminatorTm Ventirnl Base Sheet(Nailable)" may be mechanically attached or hot mopped over noncombustible decks and
as a recover over existing roof system
GAFGLAS@ Perlite Insulation" may b: utilized as a cover board over"EnergyGuardlm RF" insulation in any of the following systems.
Unless otherwise indicated, the roof in;ulation is mechanically fastened, adhered with hot mopping asphalt or UL Classified urethane insulation
adhesive. Polystyrene referenced in ary of the following Classifications include "EnergyGuarcr 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 C) in any applicable Non-Combustible Roof Deck Classifications.
References to glass fiber insulation Inc ude "EnergyGuard Fiberglass Insulation".
"EnergyGuardm Tapered" is an acceptable alternate to "EnergyGuardm" in any applicable Classification.
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Type G2 asphalt glass mat base sheet("GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet", or"GAFGLAS@ #80 ULTIMA") Is a
suitable alternate for Type G1 asphalt glass fiber ply sheet("GAFGLAS@ Pty 4" or"Tri-Ply@ Ply 4", or"GAFGLAS@ Ply 6") in the Class A, B
or C roof systems indicated below.
The roof deck may first be covered wi:h one ply Type G2 asphalt saturated glass mat base sheet"GAF Stratavent@ Eliminatoff Venting Base
Sheet(Perforated)" or"GAF Strataveiit@ Eliminatoffm Venting Base Sheet(Nailable)." Perforated base sheets to be loose laid or fully adhered
with hot roofing asphalt and nailable tase sheets are to be mechanically attached granule side down.
As an option Type G2 asphalt glass m it base sheet("GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 ULTIMA"
or"GAF Stratavent@ Eliminatoffm Ver ting Base Sheet(Mailable)" may be substituted for Type G1 asphalt glass fiber ply sheet("GAFGLAS@
Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLE S@ Ply 6") 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 me4hahaII�f4t2reJ.
• •• • • • • ••• •
"GAFGLAS@ Flashing" or"Ruberoid@' maybe used for flasN1p ir6WS,&.*et�,;ss"-.B Pr systems listed below.
When"perlite" is referenced, this incl ides"GAFTEMP PERMALITE@" or any other UL Classified perlite insulation.
--Crushed stone or slag are suitable alti:mates for gravel in any of:Re CIaM A,18'Qr C si tgmgaligted.
• • • • • • •
.structural cement fiber building units are considered suitable to 4%inbud;rt at a detk lrfthe:foNowing Class A, B or C systems listed over C-
15/32 or NC. 000 0
The use of gypsum board under any cf the following Class A, B or C systems does not adversely affect the rating. The use of T/z-in. minimum
thick gypsum board is an acceptable i Itemate for minimum insulation oyer.Ci15(34 thick rcpf decks.
• • • • • • • •
The use of polystyrene insulation board between minimum 3/aIn. Mic* perdt*e.'boa:d add de*with rosin paper(perlite/rosin
paper/polystyrene/periite) is a suitable alternate for polyiso"Vuote blarfl.1A tl�jf.ollowir�Class A, B or C systems.
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"EnergyGuarc " RA" or"Tapered Energy Guard' RA" or"EnergyGuardT Composite RA" may be substituted for any Atlas Roofing Corp.
polyisocyanurate insulation in any of thy:following Classifications.
Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt".
"GAFGLAS@ #80 Premium Base Sheet' may be used In any of the following systems.
'GAFGLAS@ Flex Ply 6" and "Tri-Ply@ Jltra-Flexible Ply 6" are suitable alternates to "GAFGLAS@ Ply 6".
"GAFTEMP Permalite Recover Board" m 3y be used in lieu of any perlite 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 "TOPCOAT@ Fireshield MB" at
21/2 to 3-gal/100-ft2.
"Ruberoid@ Dual Smooth" may be use( as an alternate to"Ruberoid@ Mop Smooth" or"Ruberoid@ 20" or"Ruberoid@ 20 HT".
"Ruberoid@ Mop Smooth 1.5" may be (sed as an alternate to"Ruberoid@ Mop Smooth".
Class A,B and C
Hot roofing asphalt, for use with organa:and glass felts or modified bitumen membranes.
"Ruberold@ Heat Weld" SBS roofing m!mbrane may be used In lieu of"Ruberoid@ Mop" SBS products In any applicable Classification.
Class A
1. Deck: C-15/32 Incline: 3
Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
periite/polyisocyanurate compoAte or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness.
Ply Sheet:—Three or more pi es Type G1 or"GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Ply 6" hot mopped.
Surfacing:—Gravel.
2. Deck: C-15/32 Incline: 2
Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate compoite or periite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness.
Ply Sheet:—Three or more pi es Type G1 or"GAFGLAS@ Pty 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Ply 6".
Cap Sheet:—One ply Type G:i "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" or"GAFGLAS@
EnergyCapT"9 BUR Mineral Surfa:ed Cap Sheet".
3. Deck: NC Incline: 2
Insulation(Optional):—One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, periite/polyisocyanurate
composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2-in. maximum.
Ply Sheet:—Two or more plies Type G1 "GAFGLAS@ Ply 4", "Tri-Ply@ Ply 4" or"GAFGLAS@ Ply 6".
Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" or"GAFGLAS@
EnergyCapT BUR Mineral Surfa:ed Cap Sheet.
4. Deck: C-15/32 Incline: 1
Slip Sheet(Optional):— Red rosin paper, nailed to deck.
Insulation(Optional):—Any thickness periite or wood fiber or glass fiber or polylsocyanurate mechanically fastened or adhered with
OMG Inc. "OlyBond Fastening c ystem" or any UL Classified insulation adhesive.
Base Sheet:— One ply Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" (may be nailed).
Ply Sheet:— One or more plies Type G1"GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or GAFGLAS@ Ply 6".
Cap Sheet:—One ply Type G 3"GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" or"GAFGLASO
EnergyCapT BUR Mineral�Surfaced Cap Sheet".
Surfacing(Optional):— "TOFCOAT@ EnergyCoteTm Elastomeric Coating" applied at a rate of 2-gal/100-ft?.
5. Deck: NC Incline: 3
Base Sheet:—One ply Type 132"GAFGLASO #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet".
Ply Sheet:—One or more plie s Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Ply 6".
Cap Sheet:—One ply Type G 3"GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" or"GAFGLAS@
EnergyCapT"' BUR Mineral Surfaced Cap Sheet."
6. Deck: C-15/32 Incline: 2s ••
• •• • • • • ••• •
Insulation:—One or more la,,ers perlite, glass fiber,gdlyi�goahyrpter,�uretraAe, periite/polyisocyanurate composite, perlite/urethane
composite, phenolic, 1 In. mini rum (offset a minimum of 6-in. from plywood deckloints).
Base Sheet:— One or more K lies Type G1 or Type G2 or Type G3.
Membrane:— One or more plies"Ruberoid@ Torch%mitt" or"Ribemid@ Torch Granule" or"Ruberoid@ Torch Granule Plus" or
"Ruberoid@ Mop Smooth" or"I:uberoid@ Mop Smootty 1.5iI or"RuheroidYs Mop Swatll Plus" or"Ruberoid@ Mop Granule" or
"Ruberoid@ Mop Plus Granule" or"ROOFMatchT SB$$4odtfied•Gr4ular*or"Tri1kCly@'SI§S Modified Bitumen Membrane" or
"ROOFMatchTm APP Modified Granular" or"Tri-Ply@_01P 4GGdr"Tri Ply®TP-4" or"Rlerold@ Dual Smooth'
Cap Sheet:—Type G3 "GAFCLASO Mineral Surfaced Cap Sheet" "or"TA-TASurfaced Cap Sheet or GAFGLAS@
EnergyCapTm BUR Mineral Surfzced Cap Sheet" fully adhered with hot roofing asphalt.
7. Deck: C-15/32 Incho'e": 3 ; ; : •;•
Insulation(Optional):—One or more layers perlite,§r wjdd 111$er"l ae�1`41os lyisocyanurate or urethane or
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9/912015 TGFU.R14153-Roofing Systems
"DensDeck DuraGuard'TM Roofbrlard" or minimum 1/4-in. thick Untied States Gypsum Corp. "SECUROCK8 Roof Board" (Type FRX-G) or
"SECUROCK@ Glass-Mat Roof I loard" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or
+ a any.UL Classified insulation adf esive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck
joints.
Base Sheet:—One ply Type G2"GAFGLAS® #75 Base Sheet" or"Tri-Ply#75 Base Sheet" mechanically fastened.
Ply Sheet:— One or two plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply 4" or"GAFGLAS@ Flex Ply 6" or Type G2"GAFGLAS@ #75
Base Sheet" or"Tri-Ply#75 Base Sheet" fully adhered with hot roofing asphalt.
Cap Sheet:—One ply Type G:I"GAFGLAS@ Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt.
Surfacing(Optional):— "TOPCOAT@ EnergyCoteT Elastomeric Coating" applied at a rate of 2-gal/100-ft2.
16. Deck: NC Incline: 1/2
Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or adhered with
"LRF Adhesive M" or OMG Inc. 'Olybond Fastening System" applied as a nominal 3/4-in. bead or"GAF 2-Part Roofing Adhesive"
applied as a nominal 2-1/2-in. 3ead with a maximum on-center spacing of 12-in. or any UL Classified insulation adhesive applied per
the manufacturer's installation instructions.
Base Sheet:—One ply Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@#75 Base Sheet", mechanically fastened.
Ply Sheet:—One or two plies-Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ 4" or"GAFGLAS@ Flex-Ply"' 6"or Type G2"GAFGLAS@ #75
Base Sheet" or"Tri-Ply@ #75 Ease Sheet", fully adhered with hot roofing asphalt.
Cap Sheet:—One ply Type G "GAFGLAS@ Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
Surfacing:—"TOPCOAT@ Ene gyCotem Elastomeric Coating" or"TOPCOAT@ MB Plus" or"TOPCOAT@ 322 White Elastomeric
Coating% applied at a rate of 2-gal/100-ft2.
17. Deck:C-15/32 Incline: 1/2
Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with
OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive.
Barrier Board:—Minimum '/4•in. thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck Prime@ Roofboard" or
"DensDeck DuraGuardT"' Roofbcard" or minimum 1/4-in, thick Untied States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G) or
"SECUROCK@ Glass-Mat Roof E oard" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or
any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck
joints.
Base Sheet:—One ply Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply#75 Base Sheet" mechanically fastened.
Ply Sheet:—One or two plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply 4" or"GAFGLAS@ Flex Ply 6" or Type G2"GAFGLAS@ #75
Base Sheet" or"Tri-Ply #75 Ba:-.e Sheet" fully adhered with hot roofing asphalt.
Cap Sheet.—One ply Type G: "GAFGLAS@ Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt.
Surfacing:— "TOPCOAT@ Ene-gyCoten' Elastomeric Coating" or"TOPCOAT@ MB Plus" or"TOPCOAT@ 322 White Elastomeric Coating"
applied at a rete of 2-gal/100-f?.
^ 18. Deck: NC Incline: 1
Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or adhered with
"LRF Adhesive M" or OMG Inc. 'Olybond Fastening System" applied as a nominal 3/4-in, bead or"GAF 2-Part Roofing Adhesive"
applied as a nominal 2-1/2-in. i)ead with a maximum on-center spacing of 12-in. or any UL Classified insulation adhesive applied per
the manufacturer's installation i istructions.
Base Sheet:— One ply"GAFCLAS@ Stratavent@ Eliminator""Venting Base Sheet" or Type G2, fully adhered with hot roofing
asphalt.
Ply Sheet:—One or two plies 'Ruberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5" or"Ruberoid@ Mop Smooth Plus" or
"Ruberoid@ 20" or"Ruberoid@ 20 HT", fully adhered with hot roofing asphalt.
Membrane:—One ply"GAFGIAS@ Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
Surfacing:— "TOPCOAT@ Enei gyCoteTm Elastomeric Coating" or"TOPCOAT@ MB Plus" or"TOPCOAT@ 322 White Elastomeric Coating"
applied at a rate of 2-gal/100-f:2.
19. Deck:C-15/32 Incline: 1
insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with
OMG Inc. "OlyBond Fastening S/stem" or any UL Classified insulation adhesive.
Barrier Board:—Minimum '/4-in. thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck Prime@ Roofboard" or
"DensDeck DuraGuardT'" Roofbcard" or minimum '/4-in. thick Untied States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G) or
"SECUROCK@ Glass-Mat Roof Eoard" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or
any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck
joints.
Base Sheet:— One ply"GAFGLAS@ Stratavent Eliminator Venting Base Sheet" fully adhered with hot roofing asphalt.
Ply Sheet:—One or two plies 'Ruberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth Pius" fully adhered with hot roofing asphalt.
Membrane:—One ply"GAFGt AS@ Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt.
Surfacing:—"TOPCOAT@ EneigyCoteTM Mastomeric Coating".pr"J'OgCO#T@•Mg Pigs," or"TOPCOAT@ 322 White Elastomeric Coating"
applied at a rate of 2-gal/100-f:2. ; ••�
20. Deck: C-15/32 ••i ••• i i •••
Base Sheet:— One ply Type C 2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@#75 Base Sheet" mechanically fastened.
— Insulation(Optional):—Any thickness or combination:eptAlte osrwoafiber or glass fiber or polyisocyanurate, mechanically fastened
or hot mopped or adhered with 3MG Inc. "OlyBond Fastening Systei i" or•pty UL;CIAs4f14i Insulation adhesive.
Base Sheet:—One or more pFes"Ruberoid@ 20" pil"Rul Rolf@ 4]•Hr $r•RyJ*roictp:Ylodified Base Sheet", hot mopped or
mechanically attached. 0041 • • a ••• •
Cap Sheet:—One ply Type G; "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet"ar"GAFGLAS@
EnergyCapm BUR Mineral Surfar ed Cap Sheet".
••• • a
i ••a • •
• lassi • • • • •
••• • • • ••• a •
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