RF-14-133Inspection Worksheet
Miami Shores Village
• 10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 206143 Permit Number: RF -1- 14433
Scheduled Inspection Date: March 06, 2014 Permit of
Inspector: Rodriguez, Jorge Inspection Type: Final Roof
Owner: ROBINSON, BONNIE Work Class ificatibm--rile /Flat
Job Address: 1060 NE 95 Street
Miami Shores, FL 33138-
Project: <NONE>
Phone Number 305 - 751 -0293
Parcel Number 1132050120040
Contractor: DALEY ROOFING INC Phone: (305)754 -9892
su
comments
RE -ROOF TILE AND FLAT ROOF
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction
Needed
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
reins ction fee is aid. G (�
re-inspection p /
March 05, 2014 For Inspections please call: (305)762 -4949 Page 13 of 40
1w
V
RE: Permit # Q F— I -1 Lj , 33
Miami shores
Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
INSPECTION AFFIDAVIT
DATE: I Ll -3
I ' e- A Le l licensed
as a (n) Contracto / Engineer /Architect,
(Print name and drde Uoerhse Type) FS 468 Building Inspector
License M xf^f t S 119 0
On or about '� i 1 e-i , I did personally inspect the roof deck nailing and
pate &tire) � �. S�
Secondary water barrier work at I f a h f� a4
(Complete Job SRO Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on 553.844 FS)
r
Signature
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this
day of M 14 ef 10 I Li
Notary Public, Sate of Florida at Larg e u MY WWSSM
s EXPIRES. March 28, 2MB,
. /% • , Bonded 7tw t�Y pub�o Ureleni� era'
'General, Building, Residential, or Rootirl Contractors or any individual certMed under 468 F.S. to make such an inspadm. Muds photographs of each plane of the roof with
permit * and address # deady shown marked on firs deck for each ins action
Revised on 5/21011
AC132 Engineering Inc.
Testing & Engineering Services
Certification of Authorization # 8131
Tel: 954- 245.8976; Fax: 954.301.7776
5230 NE 18 Avenue
Fort Lauderdale, FL 33334
3/4/2014
Roof Tile Uplift Test Report
Attention: Miami Shores Village, Building Division,
10050 NE 2nd Avenue, Miami Shores, FL 33138
Client: Daley Roofing
Test Date: 3/4/2014
Permit # RF -14 -M 13S
Property Address: 1060 NE 95 Street, Miami Shores, FI
Roof Pitch:
Type of Tile:
Roof Area:
3 in 12
Boral Roof Tile
28.00 squares
Tile Attachment Method:
Two Component Polyurethane Foam Adhesive -Poly Pro H 160
Field Instrument :
IMADA Force Gauge 0 -100 Serial number: 243454
Test Location
Total Number of Tests
Field Uplift Pull Test
Test results
Perimeter Area: 10.00 sq
10
As per FBC 2010
Passed
Field Area: 18.00 sq
18
As per FBC 2010
Passed
No. of Corner: 17
17
As per FBC 2010
Passed
Ridge Areas: 110 pcs
9
As per FBC 2010
Passed
Important:
These laboratory results can change due to future weather impacts and /or unavoidable roof
traffic. Therefore, this report represents the TAS 106 results at the time of the test.
Please see attached a Roof Sketch for this project.
Cordially,
ACB2 En in ri g Inc. (NOA 09- 1005.01)
Antonio edo, PE
Fla. Reg. o: 36466
zoo
ACB2 Engineering Inc..
Engineering and Laboratory Services
5230 NE 18 Avenue
Fort Lauderdale, Florida 33334 -
Phone: (954) 245 -8976 Fax: (954) 301 -7776
. Miami Shores ,Village
Building Department
V Y ` 90050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: --/Ob 0 A.r %� S"
JAN 2 7
FBC 20
Permit No. 2
Master Permit No. lam' 3 J
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel #:
Is the Building Historically Designated: Yes
OWNER: Name (Fee Simple
City: /(/. L jdM / '3 t r J /('C�3 State:
Tenant/Lessee Name:
Email:
Address:
NO L/ Flood Zone: '
Company Name: �7' /ldi�-U X(d A16 /NC, Phone#: 3C ZVI � /
.-If
Qualifier Name - Phone#:
State Certification or Registration #: u� aCertificate of Competency #:
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $__ Square/Lihear Footage'oi Work: ®�
Type of Work: OAddition OAlteration ONew LIFtepair/Replace ODemoiition
Description of Work: `rl VE'i WO M-rH r.
Color thru tile: rtPrrAlljZ X 77 tC
Submittal Fee $� '`v` Permit Fee $ CCF $ CO /CC $
Scanning Fee $ ° Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
Technology Fee $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 whi oecurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be app vel Land a reinspection fee will be charged.
Signature - -- Signature �•
Owner or Agent Contractor
The fo going instrument was acknowledged before me this
day of 20 1, by �1
who ' rsonally 1 own me or who has "'•••
.•
__- As identification a wl
NOTARY PUBLIC:
k
Sign:
Print r ' u
My Commission Expires:
APPROVED BY
TF,
The foregoing instrument was acknowledged before me this%
day of Sm. 20 11, by ,
kW
who is personally known to me or who has produced
a as identification and who did take an oath.
Plans Examiner
Structural Review
(Revived 3 /12/2012)(Revised 07 /10/07)(ReviwA 06/10/ M)(Revised 3115109)
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
Zoning
A"
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date:��
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name:
Property
Roofing Permit Number:
X331
Dear Building Official:
I —L6 ',-�WE2) certify that I am not required to retrofit the roof to wall connections of my
building because:
v' he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
❑ The building w/ c
of 1994 edi'tf i the
State of Florida
County of Dade
in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
Florida Building Code (1994 SFBC)
Print Name
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above
Sworn to and subscribed before me this G? day of
Notary Public, Sate of Florida at Large
• When the just valuation of the structure for pu of ad valorem taxati n Is equal to or more than $300,000.00, and the building was not a
SFBC. Then you must provide a building applla ion from it General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 010M
CUMULATIVE SUBSTANTIAL IMPROVEMENT
VERIFICATION WORK SHEET
In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all
improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed
improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished
materials (include those donated), labor (including volunteer and self- performed), construction supervision and
management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is
attached for your reference. (A Copy of the Contract must he attached)
PROPERTY OWNER: �6ZAVA /
PERMIT
ADDRESS: 1060 AE � A,11 m z -1MO A5�-
FOLIO NUMBER: ` -3 2- A0A26 ® YQ FLOOD ZONE:
BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL:
COST OF PAST IMPROVEMENTS (12 MONTHS):
COST OF PROPOSED IMPROVEMENTS:
(ATTACH COPY OF CONTRACT)
TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed):
VALUE OF PRINCIPAL STRUCTURE
OWNERS SIGMA'
DATE: //Z�U 14
PLAN REVIEWER SIGNATURE: DATE:
Created on June 2009
13 -mono
2=21,11,
=Mall I II
an
HIGHWELOCITY NURRtCANE ZONES
00.0
0000
" 0000•.
Florida Building Code Edition 2O1O ...�.._
High Velocity Hurricane Zone Uniform Permit Application Form.
50 tiOn G (Low Slope Application) **got ; • • • •
Fill in Specific Roof Assembly Components Fastener Spacing for & )! rlsaslk suet
•
and Identify Manufacturer Attachment 0 • •
Of a.component is not used, Identify as Field R • • • 0"' • 9
-p, �,.(- q aic
System :Manufacxurer.
V" ✓/ Perimeter. -Lp oc a tsp RE g (7 �` •° .
Comer 19 -- oc C Lap, # Rows � � • : oc
Design Wind Pressures, From RAS 126 or Ce ations:
P1: P2: _ DOA3: _ -3) r 7
Max. Design Pressure, From the S NOA
System: --4
Deck: ! x Type:- t
Gouge/rhickness:
AnchorBase Sheet & No. of Piy(s);__��
Anchor/Base Sheet FsstenerlBonding terial:
Insulation Base Layer
Base Insulation Size and idcness:
Bass Insulation F r/Bonding- Material:
Top ins yer:
Top I Uon Size and Thickness:
T nsulatlon Fastener/Bonding Material:
Number of Fasteners Per Insulation
@card
Field Perimeter _Comer
illustrate Components Noted and
Details as Applicable:
Wb dbloc king, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Strip, Base Flashing, Counter - Flashing,
Coping, Etc. 2' .
ndicate: Mean Roof, Height Parapet fielght
Height of Base Flashing, Component Material, .
Material Thickness, Fastener Type, Fastener
Spacing or Submit Manufacturers Details that
Compiy wit RAS 111 and Chapter 16.
4th
Base Sheet(s) & No. of Ply(s): - 7- PLY *- 7S ,,s
We N' It's $e� } Fast ner -=sing dal: �/ °r
11
Piy Sheet(s) & No. of Ply (s) ::
Ply Sheet Fastener/Sonding Material' 17
Top F- ��i�`Y��-iT i7c�(-,c
Top Ply Fastener/ onding Materie
d jii
Surfacing: f
1�
Dw�
0000••
0000••
•0000.
• 0
00.00
0000.
0.00• •
•
0
•
0000••
•0000•
i
HIGH - VELOCITY HURRICANE ZONES
•••d
Florida Building Code Edition 2010 •
Hi Vel Hurricane Zone Uniform Porn* 4opkation Form. .. • . • .
•
Section Q (Steen Sloped Roof System) ••
•
Roof System Manufacturer._ 10M AX �/� • •
•
Product Approval Number: 1) -7 23 . Q� • •
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1 • t/7- & P2• 1490• % P3• /TAO, la
Maximum Design Pressure
Product Approval Specific System:
Method of file attachment:_.. pa w—A10,01M
Steep Sloped Roof Svstem Description
Deck Type:
-�,ype Unaenaymenz-
Roof Slope: C
Insulation:
*31/1--:12 C
Fire Barrier:
Ridge Ventilation? Fastei
On . -7
o Y it
Mean Roof Height: l 4
2010 FLORIDA BUILDING CODE — RESIDENTIAL
Tf 4
Type & Spacing:
Cap
V
Lyo
•
•
•
r
•
44.23
HIGH - VELOCITY HURRICANE ZONES
0000..
•..•
• .
•000.0
.
Florida Building Code Edition 2010 Ong
High Yelodt
y Hurricane Zone Uniform Permit AprAlcallon Farm. • • :'. '.
Section E (Tile Calculations) •
For Moment based file systems, choose either Method 1 or 2. Compareethe values ;, • • � •
for Mr with the values from Mr. If the Mt values are greater than or equal to sh Mr •
values, for each area of the roof, then the file attachment method Is acceptable ' • • • •
�1 Method 1 "Moment Based Tile Calcy>L *qns Per RAS 127" /
(Pt: /• x r��� _ % a % - Md + = Mrt (0 t �(0 (product Approval Mr l�
(P,: x �10�= o _ , = Mr net Approval Mr
(P3: xx • 3 - Mc _ Mr Product Approval Mr
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (Mr) From Table Below � 7' Ll Product Approval Mr
Mr Required Moment Resistance"
Mean Roof Height -�►
Roof Slope
15'
20'
25'
30'
40'
2:12
34.4
36.8
38.2
39.7
42.2
3:12
32.2
34A
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
1 32.8
34.9
6 :12
26.4
28.0
29A
30.5
32.4
7:12
24.4
25.9
27.1 J
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.
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 equal to the F, values, for each
area of the roof, then the file attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
w: =_)-- W :- xcos8.. -= Fn:
w: _ _) - W : - x cos 9.• -_= Fn:
w: = _) - W: - x cos 8.• _ = F,3:
If
F
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
PI or P2 or P3
RAS 127 Table 1 or by an engineering anal)%is prepared by PE based on ASCE
7
Mean Roof Hei t
l l
Job Site
Roof Slope
A
Job Site
Aerodynamic Multi lier
A
ProductApproval
Restoring Moment due to Gravity
M
ProductAgwyal
Attachment Resistance
Mr
I Product Apiumid
Required Moment Resistance
M
Calculated
Minimum Attachment Resistance
F' I
Product Approval
Reguired Uplift Resistance
F
Calculated
Average Tile Weight
W
Approval
Tile Dimensions
1= length
w= Width
PmductAnroval
All calculations must be submitted to the Building Official at the time of it lication.
00••00
00.00.
0000..
•0.•0
0000. .
0000..:
..
0000..:
0000..:
•
■
:
:
■
:
:
:
:
:
:
:
:
•••
MAC
.. ; VIiAMI -BADE COUNW • •..
PROD�T&CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) • i I ft SW 20 3�e Room 2W * *
BOARD AND CODE ADMIMSTRATION DIVISION "' *Miami, Plorida85175- 2474..0
Mtd53 :5 -2590 V47861315 -25a:., •
NOTICE OF ACCEPTANCE (NOA) Tvt.miamidade.eevleconoarv....
......
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100 : • • •
....:. ......
Irvine, CA 92618 • • see*
: • • • •;
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 user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 12- 0222.03 and consists of pages 1 through 10.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 13-0723.05
Expiration Dater 04/26/17
Approval Date: 09/26/13
Page 1 of 10
.:.... •
• SCOPE • • • •'
• This �iOA 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 does 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
Ma_ nufactured by
Test
Product
Applicant
Dimensions
"' •IjOOFIN�G
Description
ASSEMAI
* APPROVAL
.• ...0 t d .
ftig
•;f
• • • Zilb-CatiMori.
.499fwg Tiles
Nfateri • •
'Goii�+ete
• Deck Typa:
thickness =1- 5/32"
.:.... •
• SCOPE • • • •'
• This �iOA 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 does 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
Ma_ nufactured by
Test
Product
Applicant
Dimensions
Specifications
Description
Saxony 900 -Slate
I= 17"
TAS 112
Flat profile, interlocking, high- pressure
w = 13"
extruded concrete roof tile equipped with
thickness =1- 5/32"
two nail holes. For direct deck or battened
nail -on, mortar set or adhesive set
applications.
Saxony 900 -Split
1= 17"
TAS 112
Flat profile, interlocking, high- pressure
Shake
w = 13"
extruded concrete roof tile equipped with
thickness = 1- 9/32"
two nail holes. For direct deck or battened
nail -on, mortar set or adhesive set
applications. Top surface available in 4
different configurations:
1. Complete tile brushed
2. Right half brushed (shown in
drawing)
3. Left half brushed
4. No brush
Saxony 900 -Shake
1= 17"
TAS 112
Flat profile, interlocking, high- pressure
w =13"
extruded concrete roof tile equipped with
thickness = 1- 9/32"
two nail holes. For direct deck or battened
nail -on, mortar set or adhesive set
applications.
Trim Pieces
Length: varies
TAS -112
Accessory trim, boosted Barcelona, concrete
Width: varies
roof pieces for use at hips, rakes, ridges and
varying thickness
valley terminations manufactured for each
tile profile.
NOA No.: 13- 0723.05
Expiration Date: 04/26/17
Approval Date: 09/26/13
Page 2 of 10
0
1
0000
• • � 0000 0000.•
0000.. •
0000.. . •
2.1 MANUFACTURING LOCATION
0000•.
" "••
2.1.1 Lake Wales, FL.
•
0000
• • • • •
0000.. ... •
• 0000.
2.2 EVIDENCE SUBMITTED:
..
• • • • • • 0000..
Test Aeencv
Test Identifier
Test Name/Repo rt
0000..
Date . 6044.
Redland Technologies
7161 -03
Static Uplift Testing
'.. • Dec. 1991 ;. • •;
Appendix III
TAS 102 & TAS 102(A)
e • • '
0000
The Center for Applied
94 -084
Static Uplift Testing
May 1994
Engineering, Inc.
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
Feb. 1995
Engineering, Inc.
TAS 102
(2 Quik Drive Screws,
Direct Deck)
The Center for Applied
25- 7183 -5
Static Uplift Testing
Feb. 1995
Engineering, Inc.
TAS 102
(2 Quik Drive Screws,
Battens)
The Center for Applied
25- 7214 -1
Static Uplift Testing
March, 1995
Engineering, Inc.
TAS 102
(1 Quik -Drive Screw,
Direct Deck)
The Center for Applied
25- 7214 -5
Static Uplift Testing
March, 1995
Engineering, Inc.
TAS 102
(1 Quik -Drive Screw,
Battens)
Redland Technologies
7161 -03
Wind Tunnel Testing
Dec. 1991
Appendix H
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
Sept. 1993
Testing of screw vs. smooth
shank nails
The Center for Applied
Project No. 307025
Wind Driven Rain
Oct. 1994
Engineering, Inc.
Test #MDC -77
TAS 100
Atlanta Testing &
R1.894
Physical Properties
Aug. 1994
Engineering, Inc.
82.894
TAS 112
R3.894
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
NOA No.: 13-0723.05
H MMADE C �
..
Expiration Date: 04 /26/17
Approval Date: 09/26/13
Page 3 of 10
l
0000
060090 0000 0 0 0
0.
WalkerAuipgerin4In
Evaluation Calculations
25 -7094
February 1996
6
• •
balker eeringjar.
99996
6., g 41i g� •
Evaluation Calculations
25 -7584
Decembe
' 6 • •
•0 • 606•
25- 7804b -8
60.0•
• 000 ••••••
25 -78044 & 5
0. •' "
25- 7848 -6
' . Walker Engineering,Vn 6 %
Evaluation Calculations
25 -7183
March 1995
• • dWldker gingering, c.
$$
Evaluation Calculations
Aerodynamic Multipliers
January 2007
ylker Engineering, Ind..
Calculations
Two Patty Adhesive Set
April 1999
..
• • •
0.00
System
Walker Engineering, Inc.
Evaluation Calculations
Restoring Moments Due to
February 2007
Gravity
Nutting Engineers
130
TAS 112
January 2007
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.
NOA No.: 13- 0723.05
Expiration Date: 04/26117
Approval Date: 09/26/13
Page 4 of 10
Table 1: Average Weight (W) and Dimensions (I x w )' • ...
0000
0 0
• •
0000 000000
00
Batten Application
0000..
.0000. •
4. INSTALLATION 0000..
Saxony 900
11.5
1.417
4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its componentss�iall•be
inA11e6Lin stmt o * *:
compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 12i
of • •; • •
4.2 Data For Attachment Calculations • •'
0
00
.. 0000..
!10!0!
Direct
Table 1: Average Weight (W) and Dimensions (I x w )' • ...
Tile Profile
Weight W (Ibf)
Length -1(ft) •
' : Widtbjy.(ft) • •
Batten Application
Direct Deck Application
Monierl-ifetile Saxony 900
0.289
Saxony 900
11.5
1.417
01008
Slate, Shake & Split Shake
greater
Saxony
Battens
Table 2: Aerodynamic Multipliers - 1 (ft)
Tile
;L (ft)
;L (ft)
Profile
Batten Application
Direct Deck Application
Monierl-ifetile Saxony 900
0.289
0.313
Slate, Shake & Split Shake
Table 3: Restoring Moments due to Gravity - Me (ft4bf)
Tile
2 ":12"
3 ":12"
4 ":12"
5 ":12"
6 ":12"
7 ":12" or
Profile
greater
Saxony
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
900
Deck
Deck
Deck
Deck
Deck
Deck
Slate,
7.16
8.12
7.08
8.03
6.97
7.91
6.82
7.74
6.65
7.55
6.46
7.34
Shake &
Split
Shake
NOA No.: 13- 0723.05
Expiration Date: 04/26/17
Approval Date: 09/26/13
Page 5 of 10
Dos
6
6
sees
0 0 , ,
0000 e • ,
e e•
0.600.
Tabls A: Attachment Resistance Expressed as a Moment - Mf (ft -lbf)
••; .. for Nail -0n Systems
�••••,
• • • Me �
,. Fastener Type
Direct Deck
Direct Deck
Battens
�
Prgi,
..'.•
(min 15/32"
(min. 19/3211
3 Large paddy placement of 45 grams of Pol ProTm.
6
• • • • •
plywood)
plywood)
5ttzony 99D....
2 -10d Ring Shank Nails
30.9
38.1
17.2
Shake & Split
a Od Smooth Screw Shank Nail
7.3
9.8
4.9
AI41je,
t 1-1 or
Shake "':
2 -1Od Smooth or Screw Shank Nails
14.0
18.8
7.4
•
1 .#8 Screw
30.8
30.8
18.2
2 48 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 Nall (Eave
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)
004 0
6
e
Table 5: Attachment Resistance Expressed as a Moment Mf (ft -lbf)
for Two Patty Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
MonierLifetile Saxony 900
Slate, Shake & Split Shake
Resistance
MonierLifetile Saxony 900
Adhesive
31.3
Slate, Shake & Split Shake
3 Large paddy placement of 45 grams of Pol ProTm.
4 Medium paddy placement of 24 grams of Pol ProTm.
1 See manufactures component approval for installation requirements.
2 Dow Chemical TileBond Average weight per patty 13.9 grams.
Polyfoam Product Inc. Average weight per patty 8 grams.
Table 6:
Attachment Resistance Expressed as a Moment - Mf (ft -lbf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile
Tile Application
Minimum Attachment
Resistance
MonierLifetile Saxony 900
Slate, Shake & Split Shake
Application
Pol oam Pol ProTm
118.9
Polyfoarn Pol ProTm
40.4
3 Large paddy placement of 45 grams of Pol ProTm.
4 Medium paddy placement of 24 grams of Pol ProTm.
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -lbf)
for Mortar Set Systems
Tile
Tile
Minimum Attachment
Profile
Application
Resistance
Monierl-ifetile Saxony 900
Mortar Set
43.9
Slate, Shake & Split Shake
5. Tile -Tite Roof Tile Mortar
NOA No.: 13-0723.05
Expiration Date: 04 /26/17
Approval Date: 09/26/13
Page 6 of 10
e
LABEL FOR 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.
NOA No.: 13-0723.05
Expiration Date: 04 /26/17
Approval Date: 09 /26/13
Page 7 of 10
•s••
u
•
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's• Zmer or
loco• a f .detailed • • •
below, following "Miami County Product Control Approved• ".
or statement: -Dade � •. �
• • •
�
�, � � � •
•
•
LABEL FOR 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.
NOA No.: 13-0723.05
Expiration Date: 04 /26/17
Approval Date: 09 /26/13
Page 7 of 10
V
• V
. •.
•
•• .i
PROFILE DRAWINGS
UNDERLOCK
SAXONY 900 - SLATE
5/32 " (Slate)
COVERLOCK
NOA No.: 13- 0723.05
Expiration Date: 04 /26/17
Approval Date: 09/26/13
Page 8 of 10
• •
. •!•
•
,
•
! !
HOLES
•
•
.!!•
V
• V
. •.
•
•• .i
PROFILE DRAWINGS
UNDERLOCK
SAXONY 900 - SLATE
5/32 " (Slate)
COVERLOCK
NOA No.: 13- 0723.05
Expiration Date: 04 /26/17
Approval Date: 09/26/13
Page 8 of 10
NAIL HOLES
P
0000
0.0 ..f.' .....•
•• . f f •
. •
0000•• . 0000. •
0 ....0f
.0.000
0f00 00 0 !0000.
'0000• � � � • •
• •• .ff..
f...•. ... . • •
. 6.00.
.. .. •.
0000..
0000..
f. .
' • i
••...
• 0
•.0.00
• f
R
1- 9/32 " (Shake)
Note: Available Top Surface Finishes
S. Complete the brushed
6. Right half brushed (shown In drawing)
7. Left half brushed
8. No brush
SAXONY 900 - SPUT SHAKE
NOA No.: 13-0723-05
Expiration Date: 04 /26/17
Approval Date: 09/26/13
Page 9 of 10
•••
•tii•• i'
i
•
•
• �1
SAXONY 900- SHAKE
END OF THIS ACCEPTANCE
f
1- 9/32 " (Shake)
NOA No.: 13- 0723.05
Expiradon Date: 04/26/17
Approval Date: 09 /26/13
Page 10 of 10
•tttt
t•i••
tttit•
•
t
i •
•tt•••
•
•tiff•
t
NAILVOLESt —
• • 4
••
•t 4
•••
•tii•• i'
i
•
•
• �1
SAXONY 900- SHAKE
END OF THIS ACCEPTANCE
f
1- 9/32 " (Shake)
NOA No.: 13- 0723.05
Expiradon Date: 04/26/17
Approval Date: 09 /26/13
Page 10 of 10
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 AM 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 request of the Building Official.
This revises NOA #11- 1229.01 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
APPROVED
NOA No.: 12- 0713.02
Expiration Date: 09113/16
Approval Date: 02/14/13
Page 1 of 8
0000
_
r
• • 0000 0000..
MIIAIMI
a
• • •
..... XIANO -47"E CODUY,:.
PMl}VIPT CONTP60L SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
0 011.805 SW J% Staget, Rooinhgo • •
'
BOARD AND CODE ADMINISTRATION DMSION
' *, iami, Florio 53175 -2474
....
F 1786) 315 -2'H o o
i j78�I J15 -25900
NOTICE OF ACCEPTANCE (NOA)
• •
��!mianudad &*Lm � ..
Polyglass USA Inc.
0
:":'; 0 •
150 Lyon Drive
0...: " "�
Fernley, NV 89408
•'
•�.• %000:
0000
....
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 AM 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 request of the Building Official.
This revises NOA #11- 1229.01 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
APPROVED
NOA No.: 12- 0713.02
Expiration Date: 09113/16
Approval Date: 02/14/13
Page 1 of 8
....
. *.. ROOA?4@4C0NTCjNF:TT APPROVAL
. at . . . ..
.:.. o ...: ...Upfing
SUh- Cate¢ory ..:4Jnderlayment
" "Material, • • • •9B APP Self- Adhering Modified Bitumen
..... .. . ....
"I!RO • CTS DES X@W* * ION:
• " "" Test
Jaodxct Dimensions Specification
"Polysto6w; • •
• underlaymettt-
Manufacturing Location
#2
Product
Description
Roll: TAS 103 A homogeneous, rubberized asphalt
65'8" x 3'32/8" waterproofing membrane, glass fiber reinforced
60 mils thick with polyolefinic film on the upper surface for
use as an underlayment for metal roofing, roof
tile, slate tiles and shingle underlayment.
Polystick IR -Xe
Roll:
TAS 103 and
A fine granular /sand top surface self - adhering,
underlayment
65' x 3'3j/8"
ASTM D 1970
APP polymer modified, fiberglass reinforced,
Manufacturing Location
Or 65' x 3'
bituminous sheet material for use as an
#1 & #2
60 mils thick
underlayment in sloped roof assemblies.
Designed as an ice & rain shield and as a flat
roof tile underlayment.
Polystick TU
Roll:
TAS 103 and
A heavy granuled surface self adhering, APP
underlayment
32'10" x 3'3j/8"
ASTM D 1970
polymer modified, fiberglass or polyester
Manufacturing Location
100 mils thick
reinforced, bituminous sheet material for use as
#1 & #2
an underlayment in sloped roof assemblies.
Designed as a a roof file underlayment.
Polystick TU Plus
Roll:
TAS 103 and
A rubberized asphalt self - adhering, glass -
underlayment
65'x 3'3218"
ASTM D 1970
fiber /polyester reinforced waterproofing
(Surface Printing)
80 mils thick
membrane. Designed as a metal roofing and roof
Manufacturing Location
tile underlayment.
#1 
Polystick TU P
Roll:
TAS 103 and
A rubberized asphalt waterproofing membrane,
underlayment
32'10" x 3'32/8"
ASTM D 1970
glass - fiber /polyester reinforced, with a granular
Manufacturing Location
130 mils thick
surface designed for use as a file roof
#2
underlayment.
Polystick Tile Pro
Roll:
TAS 103 and
A rubberized asphalt self- adhering, glass -
Manufacturing Location
61' x 3'32/g"
ASTM D 1970
fiber /polyester reinforced waterproofing
#2
60 mils thick
membrane. Designed as a metal roofing and roof
tile underlayment.
Polystick Dual Pro
Roll:
TAS 103 and
A rubberized asphalt self - adhering, glass -
Manufacturing Location
61'x 3'321 8
ASTM D 1970
fiber /polyester reinforced waterproofing
#2
60 mils thick
membrane. Designed as a metal roofing and
roof tile underlayment.
NOA No.: 12- 0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 2 of 8
PRODUCTS DESCRIPTION:
....
Test
. .
Pin(liect;
....
......
•
Product Dimensions Specification Desc on
• • • •' •
•
Polystick TU Max Roll:
TAS 103 and A rubberized asphalt self- AMering, polyester
;
• • • .;
•
Manufacturing Location 65'8" x 3'3 -3/8" ASTM D 1970 reinforced waterproofingmembrage. Masi_
60 mils thick
as a a roof tile underlaMg4ls
goes
a • • • •
•
•• 00
••
000000
•
MANUFACTURING PLANTS:
0.0.0•
•
•
•
1.Hazelton, PA
:*so*:
2.Winter Haven, FL
•
••••
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Test Name/Revort
Date
Exterior Research & Design, LLC
11756.04.01 -1
TAS 103
04/27/01
11756.08.01 -1
ASTM D 1970
08/14/01
02202.08.05
TAS 103
08/29/05
Trinity ERD
P5 110.08.07
TAS 103
08/29/07
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 -1
TAS 103 & TAS 110
08/06/12
P40390.08.12 -2
ASTM D 1623
08/07/12
P40390.10.12
ASTM D 1970
10/03/12
PRI Asphalt Technologies
PRIO1111
ASTM D 4977
04/08/02
PUSA -005 -02 -01
ASTM D 4977
01/31/02
PUSA -018 -02 -01
ASTM D 2523
07/14/03
PUSA - 035 -02 -01
TAS 103
09/29/06
PUSA -033 -02 -01
ASTM D 1970
01/12/06
PUSA -055 -02 -02
TAS 103
12/10/07
PUSA -083 -02 -01
TAS 103
06/30/08
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
DX23D813
TAS 103 /ASTM D4798 & G155
02/18/10
DX23D8A
TAS 103 /ASTM D4798 & G155
02/18/10
NOA No.: 12- 0713.02
MM 3ADE co: Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 3 of 8
....
,,,,,jNSTALLATION PROCEDURES:
. . .
.' Deck TUeA :0 Aood, non - insulated
Base Sheet: • 4afte or more plies of ASTM D 226 Type H or ASTM D 2626.
• fasten�g? • ; • , Rel'FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
• base sheet only)
..... . ... ..
. . .
• 0.0 *Membtine: ' %d71 stick membranes self adhered.
1111...
1111., .
Surfacing• None
1111:..
o .9 All nails in tVegeck shall be carefully checked for protruding heads. Re- fasten any loose decking panels,
anal .Weep 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 a" 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.
NOA No.: 12-0713.02
Expiration Date: 09 /13/16
Approval Date: 02/14/13
Page 4 of 8
GENERAL LDOTATIONS: •...
..
0000 0000
. ��. ..
1. Fire classification is not part of this acceptance. •
2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, WMV Shakes 'and shingles,* • •: •
non- structural metal roofing, roof the systems and quarry slate roof assemblies. Pof �4ickOIR -X a �I't, and TV...,,
P may be used in all the previous assemblies listed except metal roofing. Polystick�MT .01�n may be � sed ino
roof tile systems only. 000000 • •
... . 0000.
4 9 .
3. Deck requirements shall be in compliance with applicable building code. " " • • 0000 • •
6490.. •
4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface: Tfie leck shall he free q$.,;.
99969.
irregularities. ; 6.0 • 6 •
5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre -exis ,roof
membrane as a recover system.
6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of
days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times; not to exceed the preceeding maximum time limitations.
ExDosure Limitations da
Polystick MTS
Polystick IR -Xe
MTS
IR -Xe
TU
TU Plus
TU P
Tile Pro
Dual Pro
TU Max
Winter Haven FL.
180
180
180
180
180
180
180
90
battens
Hazelton, PA.
NIA
30
30
180
N/A
N/A
N/A
N/A
battens
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9N -3 of the Florida Administrative Code.
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof file
manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used in both
adhesive set and mechanically fastened roof tile applications. Polystick IR Xe, and Dual Pro are limited to
mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens
roof file applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile
applications with the exception of mortar set file applications.
9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) file assemblies shall be as
follows: (See Table Below)
Tile Profile
Polystick MTS
Polystick IR -Xe
Polystick TU, TU
Polystick TU
Plus, TU P, Tile
Max
Pro
Flat Tile
Prohibited without
5:12
No limitation
No limitation
battens
Profiled Tile
Prohibited without
Prohibited
No limitation
No limitation
battens
The above slope limitations can be exceeded only by using battens and counter battens in accordance with the
Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens
are required for both loading and installation of tiles at all times.
NOA No.: 12- 0713.02
hwvHanaoe counn�r Expiration Date: 09 /13/16
Approval Date: 02114/13
Page 5 of 8
••••
• e • • *GENI1R2VP,1 M1LT.QTIPNS: (CONTINUED) 0 00
.110. CWShould bP talon during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
the directly o 1ounderlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all
0' "' lurid %r4Vmentp"d pt Polystick MTS which shall be loaded onto battens.
0000. •• . ....
•
0000••
0000••
•
0000
0
ea
r
• •
toot UeM prepared ewth
POUSi1CK1U Plus
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product
with specific prepared roofmg products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and
Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR Xe,
TU, TU Pius, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of
Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is not listed, a
request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control
Department for approval provided that appropriate documentation is provided to detail compatibility of the
products, wind uplift resistance, and fire testing results.
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:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly evaluate
the installation of this materials.
NOA No.: 12- 0713.02
MwMt DARE couNTY Expiration Date: 09 /13/16
Approval Date: 02/14/13
Page 6 of 8
0060
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK WNPVAN ". • • • • • • • •
1. Polyglass does accept the direct application of Polystick underlayment membranes to nmd dec%s o i Aallers...:.
are cautioned to refer to applicable local building codes prior to direct deck installdti'dtttd' ensure this is ; • • • •
acceptable. Please also refer to applicable Product Data Sheets of the correspondin(ttdclucts.:'. '. ' •
.. . .. 0000.
2. All rolls, with the exception of Polystick TU Plus should be back-nailed in selvagev eseam' 13" Aolyglass:..'
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minifift" V metal disk 8s • • • • • •
required in Dade County or simplex type nail as otherwise allowable in other regioU, *Sf S minimurA rate of
12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, •area paUsIalm on • •
•
•
the face of membrane, with the above stated nails and/or disks. The head lap membrglte ig to covet hS area • • • •
being back - nailed. (Please refer to applicable local building codes prior to installation.) 06:8
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,
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's, must be used on all projects for
pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6'/a "/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 accomplished by applying Polyglass Polyplus 55 Premium Modified
Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing
Cement to the area in 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 either direction. The repair should be installed in such a way so that water will run parallel to or
over the top of all laps of the patch.
10. All self- adhered membranes must be rolled to ensure fill 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 and
PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800)
894 -4563.
NOA No.: 12- 0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 7 of 8
0000
• • • • •Y3. Qde ttons in regard: to the application of Polyglass products should be directed to our Technical Services
Ddpaent ai 1...
?0) 894-4563.
0000.. ..
lA. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined
0000..
• by ti l lation#t wing Contractors Association (NRCA).
0000. .. . 0000
•• 4LEA$F6CffECICWVH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC
• �APPLICQTIONS..Lpc.AL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
• : • • ftECOMNWATION3.
.
0000.. . .
• +� •' END OF THIS ACCEPTANCE
NOA No.: 12- 0713.02
�gjgmezjqom CO® Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 8 of 8
• • •••• ••••••
MIAM *ease.
� .. •: iVIdAMI -DARE COUlY.TY .
PR9WW CONAOb ?WTIb%i
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11 M SW 29 SU t, Room 2@ • •
BOARD AND CODE ADMINISTRATION DIVISION • •: • Nf ami, Ildr%a 3.3175 -UW • •'
T (789 MS -2590 F (7889 315 -2699 • • -
NOTICE OF ACCEPTANCE (NOA) :AWlh1amldad1N_v1jMl1diue /•,
• • 1,100000 • ••u••
Polyfoarn Products, Ine.
11715 Bordeaux Road • • • • • • •
Tomball, TX 77375 •
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by
the Board of Rules and Appeals (BORA) 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. BORA
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: Polyset® One Roof Tiie Adhesive
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 shalt be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This renews NOA# 09- 4622.04 and consists of pages I through 5.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 10- 1112.05
Expiration Date: 41/03/16
Approval Date: 01106111
Page 1 of 5
•••••• • ••••••
• ! • • : ROOFING At;3,SMBLY APPROVAL:
C* f ** •" Rooting
• • • • • Si�b�fegoryi • • • • . 07320 Roof file adhesive
Miterials: Polyurethane
• • • • This approves FoqSet® One as described below in this Notice of Acceptance, designed to comply with
the Mi lda Building Code. For the locations where the pressure requirements, as determined by
applicable building code, do not exceed the design pressure values; as obtained by calculations in
compliance with RAS 127, using Polyset* One, and where the attachment calculations shall be done as•
an moment based system.
PRODUCTS MANUFACTURED BY APPLICANT:
oduct Dimensions Product Description
Polysets One Factory premixed canisters Single component polyurethane foam roof tile
adhesive.
MANUFACTURING LOCATION:
1. Norton, OH.
PHYSICAL PROPERTIES:
Pro
Test
Results
Density
ASTM D 1622
1.95 lbsAi%3
Compressive Strength
ASTM D 1621
7A psi
Tensile Strength
ASTM D 1623
15 PSI Parallel to rise
Water Absorption
ASTM D 2842
4.6 LbsJFe
Moisture Vapor Transmission
ASTM E 96
1.94 Perm] Inch
Dimensional Stability
ASTM D 2126
1-0.890A Volume Change @ 70° C., 2 Weeks
Closed Cell Content
ASTM D 2856
54.1%
EVIDENCE SUBMITTED:
Test Aaencv
Test Identifier
Teat Name/Renort
Date
Southwest Research Institute
01- 1208-025
ASTM E 108
06/16/98
PRI Construction Materials
FOP-009-02 -10
Physical Properties
12/14/10
Technologies, Inc.
FOP -009 -02 -01
TAS -101
11/8/10
FOP - 009 -02-02
TAS -101
11/4/10
FOP -009 -02 -03
TAS -101
11/8/10
FOP-009 -02-04
TAS -101
11/8 /10
FOP - 009 -02 -05
TAS -101
11/9110
- NOA No.: 10- 1112.05
e err Expiration Date: 01/03/16
Approval Date: 01/06/11
Page 2 of 5
0000.•
0000•• •
LimrwiONS: •.•:•.
1. Fire classification is not part of this acceptance. 0 Osseo • .
2. PolyseW One can be used with flat, low, medium and high tile profiles. 00:0*:
• • •
3. Minimum underlayment shall be in compliance with the Roofing Application RaMard RAS 128.
4. Roof Tile manufactures acquiring acceptance for the use of Polyset& One roof f.: Idhesive *ith
their tile assemblies shall test in accordance with TAS 101 with section 10.4 modified lixeKe
F •.
••,•
— —W •
2
F'=
MS
INSTALLATION:
1. Polyset® One may be used with any roof the assembly having a current NOA that lists moment
resistance values with the use of Polyset® One
2. Polyset* One shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with
the use of Polys" One shall provide sufficient attachment resistance, expressed as a moment
based system, to meet or exceed the moment resistance determined in compliance with Roofing
Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly
NOA
3. Polyset® One roof tile adhesive and its components shall be installed in accordance with Roofing
Application Standard RAS 120, and Fomo Products, Inc. Polyset® One Operating Instruction and
Maintenance Booklet
4. Installation must be by.a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam
Products, Inc.
5. Pressure treated wood filler block shall be required on all eave course of all tile profiles except on
two pieces barrel tile.
6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after PolysetO
One has been dispensed.
7. Polyp One placement shall be in accordance with the 'Placement Details' herein. Each generic
tile profile requires the specific placement noted herein.
Table 1: Adhesive Placement For Each Generic
Tile Profile
Tile
Protlle
Typical Placement
Detail
Weight per paddy
rams
Flat, Low & ifth Profile
# 1
12
High Profile 2 -Piece
Barrel
# 2
12
LABELING:
All Polyset* One containers shall comply with the Standard Conditions listed herein.
NOA No.: 10-1112.05
Expiration Date: 01/83/16
Approval Date: 01/86/11
Page 3 of 5
000.00
•
•
••••••
•
••••••
••000•
•0000•
0
. BUH DING PFIkW REQUIREMENTS:
•..
mgweo *000
A by dw4itulding Official or applicable building code in order to properly evaluate the
• • • • • instIllgien of t* 81 tam.
•
• ADHESIVE PLACEMENT DETAILS
• • • • • 0 00
•
••..
CUT AWAY WBW
f co�auousamx
aoxe��oeax.
PLACEMENT DETAIL # 1
NOA No.:10- 1112.03
Expiration Date: 01/03/16
Approval Date: 01/06/11
Page 4 of 5
r
a
ADHESIVE PLACEMENT DETAILS
(CONTINUED)
PLACEMENT DETAIL # Z
END OF THIS ACCEPTANCE
•
NOA No.: 10-1112.05
Expiration Date: 01/03/16
Approval Date: 01106111
Page 5 of 5
r
• e
9
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 RuberoieModified 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 inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 09 -0224.01 and consists of pages 1 through 29.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 1 of 29
9999
•IOtiAl&-
MIAMPM&DE
DADLQQ1AVTY
'.
PRODII•C 0* NTROL SECTION
1180W 26 SbvjtyRoom 208
•
• • • •
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
d 1*=',•FIoridm334714474
BOARD AND CODE ADMINISTRATION DIVISION
T (786)31112590 F (796) 34125 -99
'0:009
NOTICE OF ACCEPTANCE (NOA)
999999 9 9 9
wwsm dterefidade.eov /�hlp�omy
99999
, �: •
GAF
9.99••
•
1361 Alps Road
• • • • • •
Wayne, NJ 07470
'
99 9 .999
9 9
9
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 RuberoieModified 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 inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 09 -0224.01 and consists of pages 1 through 29.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 1 of 29
RU
All General and System Limitations shall apply. •
Fire Barrier: Fire0ut7 Fire Barrier Coating, VersaShielde Fire - Resistant F4)ofj5eck •
(optional) Protection or SecurocV Gypsum -Fiber Roof Board.
Base sheet: GAFGLAS® #80 Ultima Base Sheet, GAFGLAS® Stratavene Eliminator
Nailable Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid'
SBS Heat - Weld's Smooth or Ruberoid® SBS Heat - Weld's 25 mechanically
fastened to deck as described below;
Fastening Options: GAFGLAS® Ply 4, 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 lap staggered and in two rows 12"
o.c. in the field.
(Maximum Design Pressure —45 psf, See General Limitation #7)
r
APPROVED
GAFGLAS® Ply 4, GAFGLAS F1exPly'm 6, GAFGLAS® #75 Base Sheet or any
of above base sheets attached to deck with Drill -Tec7 #12 Fastener, Drill -Teem
#14 Fastener or Drill -Teem XHD Fastener and Drill-Teem 3" Steel Plate, Drill -
Tec"" AccuTrace Flat Plate or Drill -Tec"° AccuTrace 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.
(Maxim um Design Pressure —45 psf, See General Limitation #7)
GAFGLAS® F1exPly'm 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 Ultima7 Base Sheets, Ruberoie 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 -Teem #12 Fastener, Drill -Tec"" #14 Fastener or Drill - Teen' XHD Fastener
and Drill -Teem 3" Steel Plate, Drill -Teem AccuTrace Flat Plate or Drill -Teem
AccuTraco 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.
(Maximum Design Pressure —60 psf, See General Limitation #7)
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 27 of 29
Membrane Type:
APP /SBS Heat Weld
Deck Type 1:
Wood, Non - insulated
•
Deck Description:
19/32" or greater plywood or wood plank decks
•,,,, •
; • • •
•,
System Type E(2):
Base sheet mechanically fastened.
• • • •
. . 0
All General and System Limitations shall apply. •
Fire Barrier: Fire0ut7 Fire Barrier Coating, VersaShielde Fire - Resistant F4)ofj5eck •
(optional) Protection or SecurocV Gypsum -Fiber Roof Board.
Base sheet: GAFGLAS® #80 Ultima Base Sheet, GAFGLAS® Stratavene Eliminator
Nailable Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid'
SBS Heat - Weld's Smooth or Ruberoid® SBS Heat - Weld's 25 mechanically
fastened to deck as described below;
Fastening Options: GAFGLAS® Ply 4, 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 lap staggered and in two rows 12"
o.c. in the field.
(Maximum Design Pressure —45 psf, See General Limitation #7)
r
APPROVED
GAFGLAS® Ply 4, GAFGLAS F1exPly'm 6, GAFGLAS® #75 Base Sheet or any
of above base sheets attached to deck with Drill -Tec7 #12 Fastener, Drill -Teem
#14 Fastener or Drill -Teem XHD Fastener and Drill-Teem 3" Steel Plate, Drill -
Tec"" AccuTrace Flat Plate or Drill -Tec"° AccuTrace 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.
(Maxim um Design Pressure —45 psf, See General Limitation #7)
GAFGLAS® F1exPly'm 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 Ultima7 Base Sheets, Ruberoie 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 -Teem #12 Fastener, Drill -Tec"" #14 Fastener or Drill - Teen' XHD Fastener
and Drill -Teem 3" Steel Plate, Drill -Teem AccuTrace Flat Plate or Drill -Teem
AccuTraco 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.
(Maximum Design Pressure —60 psf, See General Limitation #7)
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 27 of 29
...... .... . .
•, Any of above base sheets attached to 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 rows 9" in the field.
• , • , • ; , 00000 (Maximum Design Pressure —60 psf, See General Limitation #7)
8090 GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with
• • • • • • • • • Drill -Tec"' #12 Fastener, Drill -Tec"m #14 Fastener or Drill-Tec"' XHD Fastener
•, ,,,,,, and Drill -Tec 3" Steel Plate, Drill -Tec AccuTrac® Flat Plate or Drill-TecTm
.:.... ; ' 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 except over Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid' SBS
Heat - Weld's Smooth or Ruberoid® SBS Heat - Weld"' 25) One or more plies
GAFGLAS® Ply 4 or GAFGLAS" F1exPlyT. 6 sheet adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. or
Ruberoid® Torch Smooth torch applied according to manufacturer's application
instructions.
Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, RoofMatch"m
APP Modified Granular, Ruberoid® EnergyCap" Torch Granule FR, Ruberoid®
EnergyCap"' Torch Plus FR, or Ruberoid® Torch FR torch applied according to
manufacturer's application instructions.
Or
One or more plies of Ruberoid® SBS Heat - Weld"' Plus, Ruberoid® SBS Heat -
Weld"' Plus FR, Ruberoid® SBS Heat - Weld"' 170 FR, Ruberoido EnergyCap"'
SBS Heat - Weld"° Plus FR, Ruberoid® SBS Heat - Weld"` Granule, Ruberoid® SBS
Heat - Weld'" Smooth and Ruberoid® SBS Heat - Weld's 25 applied according to
manufacturer's application instructions.
Surfacing: Optional on granular surfaced membranes; required for smooth membranes.
Chosen components must be applied according to manufacturer's application
instructions. All coatings must be listed within a current NOA.
1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved
asphalt at 60 lbs. /sq.
2. GAFGLAS® 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® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with
Topcoat' Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5
gal. /sq.
Maximum Design
Pressure: See Fastening Above
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 28 of 29
Sb
d
• • •... ....•.
WOOD DECK SYSTEM LmTATIONS: • • • •
1 A slip sheet is required with GAFGLAS" Ply 4 and GAFGLAS" FlexPly "4 08 Vhen usbd as a
mechanically fastened base or anchor sheet. .... •.
2. Minimum 1/4" DensDeck" Roof Board or 1 /2" Type X gypsum board is acceptibflg*.ty be iFst& :.**so
. .
directly over the woad deck.
GENERAL LIMITATIONS: , 0 0 @ • • • • • • •. •
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materhil • • • • • •
Directory for fire ratings of this product. .00 : :
2. Insulation may be installed in multiple layers. The first layer shall be attached in'c'omf liance 4W * :0000:
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of 0 • * •
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 Iess 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 corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed
by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant
(When this limitation is specifically referred within this NOA, General Limitation #9 will not
be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs
shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not
he applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 9N -3 of the Florida Administrative Code.
APPRO�IED
END OF THIS ACCEPTANCE
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 29 of 29
Base Sheet: —.One ply "LibertyT"' SBS Self- Adhering Base /Ply Sheet" or "Liberty"" SA Base /Ply Sheet ", self- adhered.
Membrane: — "Ruberoid@ Torch FR" or "Ruberoid@ SBS Heat Weld Plus FR" or "Ruberoid@ SBS Heat Weld 170 FR" or
"Ruberoid@ Torch Pius FR".
••••
64. Deck: C -15/32 Incline: 1/2 • • • 0000 • 000006
Base Sheet: — Two plies Type G2 or "GAFGLAS@ #75 Base Sheet", or "Ruberoid@ 20" or "Ruberoid@ 20iMii; "Ruberoid®
Dual Smooth" fully adhered vAth hot roofing asphalt. "';" ' "
Ply Sheet (Optional): — One or more plies Type G1 or Type G2 or "Ruberoid@ SBS Heat Wt 9&SMooth." • �••••�
Membrane: — "Ruberoid@ SBS Heat Weld 170 FR" or "Ruberoid@ SBS Heat Weld Plus FR" heeb #used •• • • •
• • • • •
65. Deck: NC Incline: Ala • • • • 00***
• • • • •
•••••• ••• • •••••
Insulation (Optional): — Polyisocyanurate, wood fiber, glass fiber or perlite mechanically fastened, any combination, ariy :•
thickness. •••••• • •
Base Sheet: — One ply "Ruberoid@ SA Base /Ply Sheet" self - adhered • • • ••••0•
Membrane: — One ply "Ruberoid@ SA Cap FR" self - adhered • • :•'••' • •
66. Deck. C -15/32
Incline: 1/2
to Sao*
••••
Insulation (Optional): — Any thickness periite, glass fiber, po lylsocya nu rate, perlite / polyisocyanurate composite,
mechanically fastened or adhered with any UL Classified insulation adhesive.
Barrier Board (Not required When the roof deck Is noncombustible): — Minimum T/4 -In. thick Georgia - Pacific Gypsum LLC
"DensDeck @ Roofboard" or "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardTm Roofboard" or United States
Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX -G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) with butt
joints in the barrier board staggered a minimum of 6 -in. from butt joints in plywood roof deck
Base Sheet: — Two plies Type G2 "GAFGLAS #75 Base Sheet" fully adhered with hot roofing asphalt.
Ply Sheet: — Two plies Type G1 "GAFGLAS Ply 6" fully adhered with hot roofing asphalt.
Membrane: — One ply "Ruberold@ EnergyCap"" Dual FR" fully adhered with hot roofing asphalt
67. Deck: C -15/32
Incline: to
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 1 /4 -in. thick Georgia - Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@
Roofboard" or "DensDeck DuraGuardTm Roofboard" or minimum 1 /4 -in. thick Untied States Gypsum Corp. "SECUROCK@ Roof
Board" (Type FRX -G) or "SECUROCK@ Glass -Mat Roof Board" (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 or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or Type Gl or Type
G2 fully adhered with hot roofing asphalt or mechanically fastened
Ply Sheet: — One or more piles "Ruberoid@ 20" or "Ruberold@ 20 HT" or "Ruberoid@ Dual Smooth" fully adhered with hot
roofing asphalt or mechanically fastened
Membrane: — One ply "Ruberoid@ 30" fully adhered with hot roofing asphalt.
Surfacing (Optional): — " TOPCOAT@ EnergyCote"" Bastomeric Coating" or "TOPCOAT@ MB Plus" applied at a rate of 2-
ga 1 /100 -ft2.
68. Deck: NC
Incline: 1/2
Primer (Optional): — One application "TOPCOAT@ Surface Seal SB" applied at 1 -gal /100 -ft2 .
Insulation (Optional): — Perilte, fiber glass, polylsocyanu rate, urethane or perlite/polyisocyanurate composite.
Base Sheet: — One or more layers "GAF Stratavent@ Eliminator"" Venting Base Sheet (Perforated)" or "GAF Stratavent@
Eliminator" Venting Base Sheet (Nailable) ", Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or Type
G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet ", hot mopped or mechanically
fastened.
Ply Sheet (Optional): — One or more plies Type G1, hot mopped in place.
Membrane: — "Ruberoid@ Mop 170 FR" or "Ruberoid@ Dual FR" or "Ruberold@ Mop FR" or "Ruberoid@ EnergyCapT" Mop
FR.
69. Deck: NC
Incline: 1/2
Base Sheet: — One ply of "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or
"Ruberoid@ Dual Smooth" fully adhered with "Matrix"" 101 Premium SBS Membrane Adhesive" applied at a rate of 1-1/2 -
g a I /100 -ftZ.
Membrane: — One ply "Ruberold@ Mop 170 FR" or "Ruberoid@ Dual FR" or "Ruberoid@ Mop FR" or "Ruberoid@
EnergyCapTm Mop FR fully adhered Wth "Matrix'" 101 Premium SBS Membrane Adhesive" applied at a rate of 1IA- gal /100-
ft2.
70. Deck: C -15/32
Incline: 1/2
Insulation (Optional): — Any thickness "EnergyGuardTm" or "EnergyGuard' RA" or "EnergyGuardTm RN" or "EnergyGuardTm
RHO or "EnergyGuardTm RF" or "EnergyGuardTm Ultra" polylsocyanurate, mechanically fastened or adhered Wth OMG Inc.
"OlyBondT"" Fastening System" or any UL Classified insulation adhesive.
Barrier Board: — Minimum 1A -in. thick Georgia - Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@
Roofboard" or "DensDeck DuraGuard"" Roofboard" or minimum T /4 -in, thick United States Gypsum Corp. "SECUROCK@ Roof
Board" (Type FRX -G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG
Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive Wth butt joints in the barrier board products
staggered a minimum of 6 -in. from plywood deck joints.
Base Sheet: — One ply of "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or
"Ruberoid@ Dual Smooth" fully adhered with "Matrix'" 101 Premium SBS Membrane Adhesive" applied at a rate of 11/2-
I 4�i
M t
Goes
• o
• • •so•
•• • • •
••se••
•
•e••e• •
SECTION R4402.13 000000 • 00
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICANOOLFOR R110FJNG
CONSIDERATIONS 00'00'
eees•• e
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contras for tQ providg the liner
with the required roofing permit, and to explain to the owner the content of the section.+T4irprDvisions gfawtion
R4402 govern the minimum requirements and standards of the industry for roofing system installatioac: o
Additionally, the tees owing items should be addressed as part of the agreement between the owner ant the
T t
contractor. initial in the designated space indicates that the item has been explained.
•
•
•
•
*so*:*
s
.•••••
.•••••
1, u Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of
pmvi g that the ref system meets the wind resistance and water instruction performance standards.
Aes etics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues
such as col or architectural appearance, that are not part of a zoning code, should be addressed as part of
the ag m t between the owner and the contractor.
2. a wood decks: When replacing roofing, the existing wood roof deck may have to be
ailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to removinCthe existing roof system).
3. ommon roofs: Common roofs are those which have no visible delineation between neighboring
u e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or
ownerAh4ld notify the occupants of adjacent units of roofing to be performed.
4. ( �2' Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
ewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetrato f the underside of the decking may not be acceptable. This provides the option of maintaining the
appearan
5. Ponding water: The current roof system and/or deck of the building may not drain well and may
ater to pond (accumulate) in low -lying areas of;he roof. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectanc and performance of the new roofing system. Pounding conditions may not be evident until the
original ro ng system is removed. Pounding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
ov tided from a buildup of water. Perimetededge wall or other roof extension may block this discharge if
overflows uppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
Vhtedor with the requirements of Sections R4402, R4403 and R4413.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
structure assembly (the building itself). The existing amount of attic ventilation shall not be
red . t ay be beneficial to consider additional venting which can result in extending the service life of the
roo .
9*4r/Agenfs Signature Date Contractor Signature bate
Revised on 7/9/2009 LD