RF-16-2202 Lab Report No. 126448
FLORIDA TEC
PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY
C.A.#30448
Lab Certificate#13-0507.02
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE /f� y
TO COMPLY WITH METRO,DADE COUNTY PROTOCOL TAS-106
PROPERTYADDRESS. 1076 NE 98th St,Miami Shores PERMIT No: RF-8-16-2202
OWNER: ROOFING SQUARES: 26
CONTRACTOR: Murphy Roofs ROOF PITCH. 3.5:12
TILE TYPE: Flat INSPECTOR INITIALS: RW
ATTACHMENT.• Polyfoam TESTDATE. 9/15/2016
Testinq Equi ment: Di ital Chatillon DFIS 200 Test Tabulation Re uired Testin Force:35 lbs
No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT
1-9 Passed
10-19 Passed
20-29 Passed
30-32 Passed
THIS ROOF HAS:PASSED ® FAILED Q THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS 106.
j 13 1
11 14 15
r
l 12 16
j a
9
8 1�
2. 4 19 58'
5
20
6 21
1 30 9 25
31
27 23
F, 32 28
' Si erely, i 26 24 22 1
C
--------------
regory Arias,P.E.- — --- -----
Lie.No. 73071
} 59'
10735 SW 216 'St. Unit 416 Page i of 1 Tel:305-256-4550
Miami FL 33170 www.FloridaTEC.net Fax:305-256-6833
x-8-46 -T2.0Z
AFFIDAVIT OF COMPLIANCE WITH ROOF DIEcCIIUN G ATTACHMENT AND SECONDARY
WATER BARRIER HURRICANE RM IcGATI{ON RETROFIT FOR IEMSTHNG SITE-BUILT
SINGLE FAMILY RESIDENTIAL ENTIIAIL STRUtCTURES
PURSUANT TO SECTION 553.844 F.S.
To:
North Miami Building Department
12340 NE 8t'Avenue
N. Miami,FL 33161
(305) 895-9820
Re:
Owners Name:
Property Address:
Roofing Procbss#: (� l�Z►
Dear Official:
I certify that the roof decking attachment and fasteners have
been str ened and cora7tend a secondary water barrier has been provided as required by
the"Manual of Hurricane ion Retrofits for Existing Site-Built Single Family Structures"
adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C.
i
gent
Signa e of Qualifying Agent
Print Name ,
t
STATE OF FLORIDA COUNTY OF MIAMI-DADE
Sworn to and subscribed before me this
day of ,20 ,
(SE
Pe ally known
MYCOSIONriFftt4
or Pr ed Identi IRE June 21,2019
Miami Shores Village
10050 N.E.2nd Avenue NE
h� S
179"
v ...
Miami Shores,FL 33138-0000
Phone: (305)795-2204
3fh l $/1212p13 Expiration: 0210812017
Project Address Parcel Number Applicant
1076 NE 98 Street 1132050180340
EDWARD CHESTER
Miami Shores, FL 33138- Block: Lot:
Owner Information Address Phone Cell
EDWARD CHESTER 1076 NE 98 Street (305)215-1215
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 2,100.00
TOP SEAL SERVICES CORP (305)754-7844
__: ..,_, ..., m... .........._ ._ _. ..._ d . _.M,,..___.._,.. Total Sq Feet: 3500
Type of Work:Re Roof Available Inspections:
Additional Info:RE ROOF TILE TO FLAT GRAY CEMENT TI Inspection Type:
Classification:Residential
Up Lift Report
Scanning:3 Tin Cap
Final Roof
Tile In Progress
Roof in Progress
Renailing Affidavit
Review Roof
Cap Sheet
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
Bond Type-Owners Bond $500.00 Invoice# RF-8-16-60875
CCF $1.80 08/12/2016 Check#:1856 $500.00 $348.56
DBPR Fee $4.88
DCA Fee $4.88 08/04/2016 Check#:5175 $50.00 $298.56
Education Surcharge $0.60 08/12/2016 Check*5179 $298.56 $0.00
Permit Fee-New Roof $325.00 Bond#:3192
Scanning Fee $9.00
Technology Fee $2.40
Total: $848.56
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoin information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore,I authorize th'aabo named contract r to do the work stated.
August 12,2016
Authorized Signature:Owner / Applicant Contracto gent Date
Building Department Copy
August 12,2016 1
Miami Shores Village �E�-EIV �� '
g AUG Of 2016
-�` Building Department � o __ k
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 F
Tel: (305)795.2204 Fax: (305)756.8972
INSPECTION'S PHONE NUMBER:(305)762.4949 ��
FBC20 ( ,,4
BUILDING Permit No. nn
PERMIT APPLICATION Master Permit No.�I �` 2,2n Z,
Permit Type: BUILDING ROOFING
JOB ADDRESS: 10-16 N e 9k S7xEC
City: Miami Shores County: Miami Dade Zip: .3313 P
Folio/Parcel#:
Is the Building Historically Designated:Yes NO Flood Zone:
OWNER:Name(Fee Simple Titleholder): F D U)14 R D Phone#:
Address: 10-1 & N E 9? Th &
City: M)R M I S NOR ES State: FLO RID 4 Zip: 3 313 9
Tenant/Lessee Name: A99Phone#: 7- /S 1
Email: 6.0.jdng.d 19 C&W4 X.
CONTRACTOR:Company Nam: S-Q bt/ S�IjPhone#:
Address: 'moi CT CS) iV-> !I LI :`)=
City: State: ( Zip:
DD
Qualifier Name: a`z:'V, , " Phone#• 3—S-
State Certification or Registration#: == C7)119 Certificate of Competency#:
Contact Phone#: Email Address:
DESIGNER:Architect/Engineer: Phone#:
Value of Work for this Permit:$ .21 Square/Linear Footage of Work:
Type of Work: DAddition ❑Alteration ONew URepair/Replace ❑Demolition
Description of Work: +0
Color thru tile: y
Submittal Fee$ a) Permit Fee$ 00 CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$ .(00
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE .5�r
Bonding Company's Name(if applicable)
s
Bonding Company's Address
City State Zip d
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 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 which occurs seven (7) days after the building permit is issue ab nce of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature f < Signature- i
Own r or,Agent Co actor
The foregoing instrument was acknowledged efore me t'hi�s, The foregoi g instru ent was acknowledged before me this
day of u C ,20 6,by �d �'''°'� tom' day of b ,201(6,by ROS a k¢�-,- � ,
who is
LL personally known to me or who has produced ItOT who is personally known to me or who has produced
As identification and who did take an oath. as 1 d ke an oath.
ANTONJo
NOTARY PUBLIC: NOTARY P LO
®RNMISSI®N EE8793p
k S,
IBES Febrt"rY 2017
Sign: Sign:
Print: ^✓ Print: A —1m LL-
My
My Commission Expires: 0912 202 0 My Commissi xpires:
OFFICIAL SEAL
FILIP I ZDiONOV
IN C0hqW10N EXPI :0 2rA
APPROVED BY ahs Examiner Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
OWNER'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNEC4TION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PURSUANT TO SEmoN 553.844 F.S.
To: Miami-Dade County Building&Neighborhood Compliance Deparmment
11805 Coral Way,Suite 111
Miami,FL 33175
Re: Ov�mer's Name r5 0 ui,3 RT> J. 0 //E S T6,2.
Property Address 10 7 (p AIE, 9R 7h S-r. . 'e5'L `3313
Roofing Permit Number
Dear Building Official:
I certify that I am not required to retrofit the roof to wall
connections of my building because:
The just valuation for the structure for pis of ad valorem taxation in less than$300,000.00.
UThe building was constructed in compliance with the provisions of the Florida Building Code
(FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994
SFBC).
Signature of .o Owner
Print Name
STATE OF COUNTY OFWHANW-OADE
Sworn to and subscribed before me this
day of J Q,/ .20A—.
(SEAL) =BUC
AL
OV
OF ILLINOISPersonally known RES 04/12/20
or Producw Identification
When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than
$300,000.00, and the building was not constricted in compliance with the FBC nor with 1994 SFBC,
and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided.
T16 Pr �67ofsnty
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Value Adjustment Board
ASSESSMENT INFORMATION
Year 2016 2015 2014
Land Value $284,188 $258,352 $229,026
Building Value $159,941 $161,274 $158,401
Extra Feature Value $540 $438 $444
Market Value $444,669 $420,064 $387,871
Assessed Value $444,669 $420,064 $387,871
TAXABLE VALUE INFORMATION
2016 2015 2014
COUNTY
Exemption Value $0 $0 $0
Taxable Value $444,669 $420,064 $387,871
SCHOOL BOARD
Exemption Value $0 $0 $0
Taxable Value $444,669 $420,064 $387,871
CITY
Exemption Value $0 $0 $0
Taxable Value $444,669 $420,064 $387,871
REGIONAL
Exemption Value $0 $0 $0
Taxable Value $444,669 $420,064 $387,871
t OP W-
o
8!x$18
HIGH-VELOCITY HURRIOME ZONE
AUG 0 4 2016
BY:
. . . .... ......
Florida Building Code Edition 2010 •• •• ••
• Velm
Nuns• ZOM UWWM Penal Form. • ' •
•••••• •• • ••••••
• e tion A (General Information) •••• ••.. :••••:
Master Permit No. Process No. •••••• .... ..:..'
Contractor's Nam®_ �,. �y,� � ••
• Job Address - /c) `p A)'e , ••••••
ROOF CATEGORY •
❑ Low Slope ❑ Mechanically Fastened Tile ❑ MortarlAdheshre Set Tile
❑ Asphaltic 13 Metal Panel/Shingles 13 Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR-RAS 150
• ROOF TYPE
• ❑ New Roof ❑ Reroofing ❑ Recovering ❑ Repair
13 Maintenance
ROOF SYSTEM INFORMATION
0
Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SFS
�
o0�
.
o
Section B Roof Plan
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow
scuppers and overflow drains. Include dimensions of sections and levels, clearly
Identifydimensions of elevated pressure zones and location ofra .
pa
Li
Q � .,. ..1 .�: L � _ ;..�. rte,: _ �,,: , �•
Ll
•
•
•
Flprida Building Code Edition 2010 ...
High Velocity Wurricane Zone Uniform Permit Application FPS.•� '••• •.....
Section D tsteer� Slooed Roof S�rstem}
.:.... .. . ......
Roof System Manufacturer: RIXIr4ra'eAY
. ••••••
.... .
....
... .....
.
.
Product Approval Number: ' ,
.. •••••
.. .. ... ......
•
Minimum Design Wind Pressures,if Applicable{From RAS 127 or Calcul i'7con � 000000
0 c�; ....
�jf
00 0
Maximum Design Pressure
Product Approval Specific System:
Method of Tile Attachment:
Steen Slowed Sstam Descrlrstion
Dock Type:
Ro,,of,Slope: TYpe Undertayrnent:
insulation:
Fire Barrier:
Ridge Ventilation? � Fastener Type&Spacing: ,r• '
Adhesive Type:
e
Type Cap Sheet: '
Hoof Covering.-
Mean
overing:Mean Roof Height: �I ,l►/
TYPO&Size Drips
Edge:
Florida Building Code Edition 2010 •••
E77HIgh Velocity Hurricane Zone Uniforrn PemIt Applicaton Fbriri.'. ••• •••• •
Section E (Tile111a,_ t
1111..
1111 1111 . e
For Moment based the 9 0090 •••• e e•••
00000
for Mr with the values from M,. the M values r are great@ than or equad I or 2.Compare l to ' 00:0 e vakiw,0 •• *eeeso
values,for each area of the roof,then the the attachment method Is acceptable.-•a e
e . e ...e.
Method 1"Moment Based Tile Calculations Per RAS 127" • • e
(P' x � /� —hiB:M-7771-V
M,,. ! Product Approval Mt e.• *000:
( z:�x — . Mg: o M ��. Product Approval M, off'
ee e
(133: x , ',l `M0:�-M,?Zj ProductAppravaiM,
Method 2 -Simplified Tile Calculation Per Table Below"
Required Moment of Resistance(M,)From Table Below
Product approval M, .
Mean Roof eight--j. Re uired Moment Resistance*
H
Roof$to is, 201 25'
30' 4a'
2:12 34.4 3616 38.2 39.7 42.2
3.12 32.2 34.4 36.0
37.4 s9.s
4:32• 30.4 32.2 33.8
$5.1
5:12 37.3
28.4 30.1 31.5 32.$ 34.9
6:12 26.4 00 29.4
7:12 30.5 3Z.4
24.4 28.9 27.1 2$.2 30.0
'Must be used In conjunction with
Braward County ward of Rules ana IIsi of moment based lila systems endorsed by the
d Appeals.
For uplift based the systems use Method S.Compare the values for Fwith the vhlues for
F,.if the I`Values are greater than or equal to the Fr values,for each area of thti roof,then
the the attachment method Is acceptable.
Method 3"Uplift Based Tile Calculations Per RAS 127"
{P,:'---x 1:__----x W:= )—w:x cos U:—=--s F„ Product Approval F'
( r. ..—�x'I: _c x w:=_. —w. —.x cos 0 r�F,s _ Product ApprovalF`
(P3:—x 1:_____z—x w;=, )—yrs,x cos 0:—=F4_ Product Appravo r
DescrapYicn Where to Obtain Information
ymbol here to In
Pressure Pt or P2 or P3 RAS 127 Table t or an age shat is red PE bar-d Ch ASCE 7
Mean hoot He'ht Job Site
Root Sbpe ® Job Site
Aerodynam;o MuttiAuer Product Approval
Restoring momem due to Gravity
AtEachment Prafud a!
Rs4Wrgd Marnen!Resistance M, Cakutated
lvlrnimumAtlachrnenlResistance ! Product vat
Roquired LW!h Resistance F, Catoitated
Ave+g9e Ttte ween! w PraiucC Approval ..
Tb t?imenslong ! v'
W a
Wki I ProMuot Approval
All Wa!!otls must be Submftlerl to life Sul! l�ifu fat at lite time of oerr a'i appilow aa.
a.
Florida Building Code Edition 2010 •000
High Velocity Hurricane Zone Uniform Permit Application;orrA•• ••••• •••• •
Section C (Low Sip ed R{)of Stem) ••
Fill In Specific Roof Assembly Components Fastener Spacing for Anr►!t'o`r�#�tsa Sheet'• :Sege:
••g•
and identify Manufacturer •••• •••• •••••
(If a component is no used,identl as"NA Attachment • •
System Manufacturer _ �: •• •• •••• ••••••
Field: ''x(fit Lap.#ROM•fYti� oc �
NOA No.: * --�
•
Perimeter: "oc 0 Lap,#Rpws A&�'��o�• • •
Design Wind Pro-Ares,From RAS 128 or Calculaifor • • • ••••••
L-i maxZ: 7 P Comer: '.oc @ Lap,#Rows (�Pmax1: � Pma4: d � 8° •
Number of Fasteners Per insulation
Max.l3esign Pressure,From the Specific NOA Board
System:
Field: Perimeter Corner
Deck:Type: s�"'Y.vl.��+�a
Gauge/Thickness., t/� A/'Y illustrate Components Notid and
Details as Applicable:
Slope:_ Woodblocking, Gutter, Eoge Termination,
Stripping, Flashing, Continuous Cleat, Cant
��
AnohorlBase Sheet&No.of Pty(s): , * Strip, Base Flashing, Counter. Flashing,
Coping,Eta
AnchC Base Sheet a i ned ond�nBM 1XISUS41e: glean Roof Height, Parapet Height,
Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
yet,
sire
Insulation Base LaSpacing or Submit Manufacturers Details that
A-AComply with RAS 1tt and Chapter 18.
Base Insulation$ize and Thickness: Atl4f
Base Insulation Fastener/Bonding Material:
���Z�Top Insulation Layer: ,IA 40/
Top Insulation Size and Thickness: P pet
ei
Top Insulation Fastener/Bonding ght
Material; '"°"' ' s/
17.
Base Sheet(s)&No.of ply(s): FT
Base Sheet Fastener/Bonding Material: Mean
Roof
�I • Height
Pty Sheet(s)&No.of Ply(s) �/
Ply Sheet FastenerlBon
i
TOPPI
Top Ply FastenerlBonding Material:
Surfacing: Alld
• MIAMMDiO►DE �'
,relitcrinl,Excellence Every flay"
MIAMI-DADE COUNTY 4-----
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
It is'the responsibility of the roofing contractor to provide the owner with the rested s ace indicatroofing esthat he t, and to
explain to the owner the content of this form. The owners initials in the design p
has been explained.
Pon )
1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
e for the purpose of providing that the roofing system meets the wind resistance and water intrusion
ship provisions.
performance standards. Aesthetics(appearance) are not a considerati�tiof a oning�code h respect to sho d be addressed
Aesthetic issues such as color or architectural appearance,that are no part
as part of the agreement between the owner and the contractor.
a] Z< Renailing wood decks: When replacing roofing,
the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane roofsystem).
s) of the Florida
Building Code. (The roof deck is usually concealed prior to removing the existing
3. Common roofs: Common roofs are those which have no visible delineation between neighboring
on roofs, the roofing contractor and/or
units (i.e. townhouses, condominiums,
adta ent unuts of�oofing wos with rk to be performed.
owner should notify the occupants of
r"""R"1 lixpvsed ceilings: Exposed, open beam ceilings are where the unerappearance; thexe ore side of the roof
roofing nail n be
u owner
viewed from below. Tof he decking may notlbehacep able. The owner provides the option of
penetrations of the underside
maintaining this appearance. 3K
..:.e11 and
5. Ponding`nater: The current roof system and/or deck of the building'Pay not draity. y
in low-lying areas of the roof Ponding can be arin��icatigngAtructura�:•
cause water to pond(accumulate)
distress and may require the review of a professional structuralnnginn tions mayPondin�n�ehev deaf until tie"ijinz
g
expectancy and performance of the new roofing system. Pon 00000 so*** 00:000
roofing system is removed. Ponding conditions should be corrected. 00:00: •••• •0.0
.
6. Overflow scuppers (wall outlets): It is required that rainwater flow dff 96 that tht0foof is ntih•;•
000000
••••0 block t is dischar if
overloaded from a build up of water. Perimeter/edge walls or other roof extensions�h ••• fs in accorrdanc
overflow scuppers (wall outlets) are not provided. It may be necessary to install Qverfpw soupp •.•
with.the requirements of: Chapter 15 and 16 herein and the Florida Building Come,P 111nb4R:0: '
Tr ] 7. Ventilation: Most roof structures should have some ability to vent natural i1irflow g
not be
interior of the structural aessembly(the building itself). The existing an ount of attic vest at on shall
reduced.
Owner's/Agent's Signature:
Date:
Permit Number:
Contractor's Signature:
Property Address:
L
MILAM
Ilr MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
SW 26 Stree�Room 28
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 Miami,
18Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) W -W migmidude goWeconomy
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 shalt 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 Ruberoida Modified Bitumen Roof System for Wood Declas.
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 notedo e 9
herein.
. . 0000 0000..
RENEWAL of this NOA shall be considered after a renewal application has been fijA anted theme ,• •••„•
been no change in the applicable building code negatively affecting the performancei
••�fit product.
1> .
�lf6ltY6x9669
TERMINATION of this NOA will occur after the expiration date or if there has be0b•i?fewisionedIr'••• '
change in the materials,use,and/or manufacture of the product or process.Misuse oft.MMKOA as an •
endorsement of any product,for sales,advertising or any other purposes shall automali*t.l]6 termi •••• •••••
this NOA.Failure to comply with any section of this NOA shall be cause for termin �n yd removal�af 0•
NOA. 0 0{0
0 0 . . 0000..
.009.6
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Cou* iiltsida,and :0090:
followed by the expiration date may be displayed in advertising literature. If any portion of the NOAi Is 6
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manuf.�1cturer or its
distributors and shall be available for inspection at the job site at the request of the Bui ding Official.
This NOA renews and revises NOA No. 14-0611.01 and consists of pages 1 through X
The submitted documentation was reviewed by Jorge L.Acebo.
NOA No.:14-1030.42
MIAMU"E :9U_N_TEXpirat o Date: 11/4611$
Apprr'val Date: 11/45/15
Page 1 of 30
ROOFING SYSTEM APPROVAL
Category:: Roofing :a.
Sub-Cattaorv: Modified Bitumen
Material: APP/SBS
Deck Tyne: Wood
Maximum Design Pressure -75 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Produet Dimensions Spec_ 'ficationDes'ri ton
Matrix' 102 SBS Membrane 5 gallons ASTM D3019 Fiber reinforced rublterized cold-applied
Adhesive adhesive for modified bitumen roof
GAFGLASO475 systems,
39.37" ASTM D4601 Type II asphalt impregnated and coated
Base Sheet (I meter)Wide glass mat base sheet.
GAFGLAS®#80 Ultime Base 39.37" ASTM D4601 Type II asphalt impregnated and coated,
Sheet (I meter)Wide fiberglass base sheet.
GAFGLASI FlexPly'6 39.3T' ASTM D2178 Type VI asphalt impregnated glass felt
(I meter)Wide with asphalt coating.
GAFGLAS8 Ply 4 39.37" ASTM D2178 Type IV asphalt impregnated glass felt
(1 meter)Wide with asphalt coating.
GAFGLAS®Mineral Surfaced 39.37" ASTM D3909 Asphalt coated,glas.5 fiber mat cap sheet
Cap Sheet (I meter)Wide surfaced with mineral granules.
GAFGLAS'*EnergyCap' 3.9.37" ASTM D3909 Asphalt coated,glass fiber mat cap sheet
BUR Mineral Surface Cap (I meter)Wide surfaced with mineral granules with
Sheet factory applied EnergyCote'
GAFGLASO StrataventO 39.37" ASTM D4897 Fiberglass base sheet coated oq betlr�des
Eliminator'Perforated (1 meter)Wide with asphalt.Surface$op the bon"side ••••�•
Venting Base Sheet with mineral granute%etftbeddelf%•• ••
asphaltic coating MIMattory perforations. ••••
GAFGLASO Stratavento 39.37" ASTM D4897 A nailable,fiberglass base sheet:piled on ••••
Eliminator Perforated (I meter)Wide both sides with as it.Surfae
Nailable Venting Base Sheet 1°• •• Ike •••••
bottom side with rrjrkgranules.... ..:..'
Ruberoida SBS
embedded in asphtU% Oating...:. ......
39.37" ASTM D6164 Non-woven polyestgc Arnot coated with ••
Heat-Weld''Smooth (I meter)Wide polymer-modifieAso. b
Aa;and sno . ••••�•
Ruberoid®SBS surfaced. •
39.37" ASTM D6164 Non-woven polyeste,•inat coate�lVII ' • •
Heat-Weld'"°Granule (I meter)Wide polymer-modified wjhalt and suNced
RoofMatch�' with mineral granules.
107 sq.ft. ASTM D6164 Non-woven polyesW mat coated with
SBS Modified Granular (9.9 m2) SBS polymer-modif'Y,d asphalt and
Ruberoid®SBS surfaced with colore'l.mineral granules.39.37" ASTM D6164 Non-woven polyester mat coated with fire
Beat-Weld.. 170 FR (I meter)Wide retardant polymer-m:
• s}
Test Product
Product Dimensions Sneciflcation Desc___,_rirstion
Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with
Heat-Weld'Plus (l meter)Wide polymer-modified-asphalt and surfaced
39RuberoidO SBS with mineral granule's.
.3?, ASTM D6164 Non-woven polyester mat coated with fire
Heat-Weld"Pius FR (I meter)Wide retardant polymer-modified asphalt and
surfaced with mineral granules.RuberoidOEnergCa SBS 39.37" ASTM D6164
Non-woven polyester mat coated with fire
Heat-Weld'Plus FR (1 meter)Wide retardantof
p ymer-modified asphalt and
surfaced with mineral granules and with
RuberoidO SBSfactory applied EnergyCote.
39.37" ASTM D6163 Non-woven polyester mat coated with
Heat-Weld`25 (1 meter)Wide polymer-modified asphalt and smooth
Ruberoid"Mo Granule surfaced.
Mop 39.37" ASTM D6164 Non-woven polyester mat coated with
(I meter)Wide polymer-modified asphalt and surfaced
Ruberoid'Mo Smooth with mineral granules.
Mop 39.37" ASTM D6164 Non-woven polyester mat coated with
(I meter)Wide polymer-modified asphalt and smooth
RuberoidO Mop Plus39 37 surfaced.
" ASTM D6164 Non-woven polyester mat coated with
(1 meter)Wide polymer-modified asphalt and surfaced
Ruberoid'Mop 170FR 39.37" with mineral granules.
" ASTM D6164 Non-woven polyester mat coated with fire
(I meter)Wide retardant polymer modified asphalt and
Ruberoid'Mo FR surfaced with miner4l granules.
Mop 39.37" ASTM D6164 Non-woven polyester mat coated with fire
(I meter)Wide retardant polymer-modified asphak and
Ruberoid'Torch Smooth surfaced with minerW granules.•...•• ••••••
39.37" ASTM D6222 Non-woven polyestics 6;coated witti• •,
(1 meter)Wide APP modified aspka gvie smooth, ••••••
surfaced. •••••• • :....:
RuberoidO Torch Granule 39.37" ASTM D6222 Non-woven polye4t8?IhU coated worm• •
(I meter)WideAPP modified asphi"t 00d 0000 ••�•••
*an
surfaced with min�r2!• Liles 0 0 i 0•• 0 0 0 0 0•
Ruberoid'EnergyCap'Torch 39.37" ASTM D6222 APP modified c ne with a torch .'
Granule FR (I meter)Wide aP��1�
grade bottom surfa;f afid:t mineral ....:.
granular to surfa r •••'
p ce�oa#ed withfactory •
applied EnergyCotr:.� : 00:0 :0.00:
Ruberoid"EnergyCap'Torch 39.37" ASTM D6222 AFP modified cap membrane witITI torch
Granule Plus FR (I meter)Wide grade bottom surfaceAnd a mineral
granular top surface oated with factory
Roo#MatchTM applied EnergyCote'�
107 sq. ft. ASTM D6222 Non-woven polyester mat coated with
APP Modified Granular (9.9 m2) APP polymer-modifzd asphalt and
Ruberoid®Torch FR surfaced with colore?:•rnineral granules.
1 meter ASTM D6222 Non-woven polyester I mat,coated with fire
(39`37")Wide retardant asphalt movified bitumen
membrane with granule surface.
N A No.:14.1030.02
Expiration Date: 11/06/18
Apprc±'al Date: 11/05/15
Page 3 of 30
Test Product
Product W enslons ft-06f,ication _Deseintion
Ruberoid020 1 meter ASTM D6163 SBS modified asph'lt base sheet reinforce
(39.37")Wide with a glass fiber A
RuberoidO30 1 meter ASTM D6163 Non-woven fiberglass mat coated with
(39.37")Wide polymer modified asphalt and surfaced
Ruberoid�30 FR with mineral granules.
I meter ASTM D6163 Non-woven fiberglass mat coated with fire
(39.37")Wide retardant,polymer-modified asphalt and
surfaced with.mineral granules.
Ruberoid®EnergyCap7-30 FR 1 meter ASTM D6163 Non-woven f berglas�mat coated with fire
SBS Membrane (39.37")Wide retardant,polymer-modified asphalt and
surfaced with mineral granules and with
factory applied EneegyCote.
Ruberoid®Dual FR 39.371'(1 meter) ASTM D6162 Non-woven polyester and fiberglass mat
'gide coated with file retardant,polymer.
modified asphalt and surfaced with
mineral granules,
TopcoatO Elastomeric Roofing 1,5 or 55 gallons ASTM D6083 An acrylic,water based elastomeric
Membrane membrane system designed to protect
To coag MB Plus various types of roofing surfaces.
p 5 or 55 gallons Proprietary Water based, low VOC primer used to
Topcoats block asphalt bleed-ibrough.
5 gallons ASTM D6083 Solvent based sprayable thermoplastic
Surface Seal SB rubber sealant designed to protect and
restore aged roof surfaces and to increase
a roofs reflectivity..
FireOut"Fire Barrier Coating 5,55 gallons Proprietary Low VOC,water-based fire barrier
�' coating.
VersaShield ....
42"x 100'rolls ASTM D226 Non-Asphaltic,file r esisttant fib•`erSMs-
based underlaymen� •
••••••
Fire-Resistant Roof Deck •
Protection
••••••
•••• •••• •••••
•••••• •••• •w•••
of •• •••• ••••••
•
N6A No.:14-1030.02
Expirat on Date; 11106118
Appr(9al Date: 11/05/15
Page 4 of 30
APPROVED INSULATIONS: r
Tibio 2
Product Name Product Description Y1'tanufacturer
EnergyGuard"'°Polyiso Insulation Polyisocyanurate foam insulation (With Current NOA)
GAF
EnergyGuard'RA Polyiso Insulation Polyisocyanurate foam insulation GAF
EnergyGuard'°'RN Polyiso Insulation Polyisocyanurate foam insulation GAF
EnergyGuard"°Perlite Recover Board Perlite recover board OAF
EnergyGuard'Perlite Roof Insulation Perlite roof board GAF
EnergyGuard'"RA Composite Polyiso Polyisocyanuratehvood fiberboard GAF
Insulation
StructodekQ High Densior perlite composite
ty Fiber Board High density wood fiber Blue Ridge FiberBoard, Inc.
Securock'0 Gypsum-Fiber Roof Board Gypsum board United States Gypsum Corp.
APPROVED FASTENERS:
TABLE 3
Fastener Product Product Manufacturer
Number Name Description Dimensions (With Current NOA)
1. Drill-Tec''#12 Fastener Carbon steel fastener used Various GAF
in steel or wood decks.
2. Drill-Tec`A'#14 Fastener Carbon steel fastener used Various GAF
in steel,wood or concrete
decks.
3. Drill-Tec'XHD Fastener Carbon steel extra heavy Various GAS"".
duty fastener used in steel ' •••• "";'
decks. •• • •••,', '.
4. Drill-Tec `AccuTracO Flat AZ-SS aluminized steel 3 x 311 ...*.. .. . •0,0 0 0
plate for use with Drill- L009:
Plate 0 0 0%.GAF .
Tec '#12 Fastener,Drill- 0000%
• 0••• • •
Tee#l4 Fastener and 0000.. 0see 0000,
Drill-Tee#15 Fastener. .,'..' ..:. 0000••
S. Drill-Tee' ASAP 3S DriJl-Tec #12 fastener Various ••;•;GAF 0
with Drill-Tec'3" 0- • • • e•...•
Standard Steel Plate. ,..,,.
6. Drill-Tec'"AccuTracO Galvalume Steel plate for Y x 3 � •*GAF
Recessed Plate use with Drill-Tec ' '
fasteners.
7. Drill-Tec7'3"Steel Plate Round galvalume steel 3" GAF
stress plate for use with
Drill-Tec 'fasteners,
8. Drill-Tec'"3"Standard Round galvalume plated 3" GAF
Steel Plate steel stress plate with
reinforced ribs for use with
Drill-Tec'fasteners.
MtAM6
NCA No.:14-1030.02
Expirat'on Date: 11106/18
Apprc,al Date: 11/05/15
Page 5 of 30
EVIDENCE SUBMITTED:
Test Aaenevra
Test Identifier Descri tion ..,�. Date
Factory Mutual Research Corp. 3001276 FMRC 4470 01/28/99
1 B9A8.AM FMRC 4470 09/04/97
3D4Q2.AM FMRC 44470 04/30/97
OD1A8.AM FMRC 4470 04/01/98
Underwriters Laboratories R1306 UL 790 07/22/13
Trinity Engineering 4483.04 97-1 TAS 114 06/06/97
IRT-ARCON Inc. 02-005 TAS 114 03/01/02
02-014 TAS 114 04108/02
01-039 TAS I14 03/01/02
Trinity ERD 030250:02.10-2 ASTM D6222 11/11/10
G30250.02.10-3-R2 ASTM D3909 06/03/15
G31360.03.10 ASTM D6164 03/31/10
033470.01.11 ASTM D6164 01/13/11
034140.04.11-2 ASTM D6163 04/25/11
034140.04.114-R2 ASTM D4601 6/4/2015
G34140.04.1 I-5-R3 ASTM D4897 6/4/2015
G40620.07.12-2 ASTM D6222 07/17/12
G40630.01.14-1 ASTM D6163 01/06/14
040630.01.14-2A ASTM D5147 01/07/14
640630.01.14-2A-1-R1 ASTM D6164 04/10/14
G40630.01.14-2B-R I ASTM D6164 01116/15
040630.01.14.2C ASTM D6164 01/07/14
G40630.03.14 ASTM D5147 03106/14
043190.03.14-1 ASTM DS 147 03/06;1.4,.•
•••• •
043190.03.14-2 ASTM D5147 '..• 03/064V . •
G43190.05.14-RI ASTM D5147 ...... 05/201.I •.• ....:.
G43190.11.13-1 ASTM D6222 ...%. 11/15/13• •
643610.01.14 ASTM D5147 .... 0.00••
01/21.1•• •
G46160.02.15-2D ASTM D6163 •••• 02/03A5*•• •••••
G46160.03.15 ASTM D6163 •• •• 03/11/1:... ••:••'
G46160.09.14-2A ASTM D5147 .. so 09/01/11* see*:*
G46160.09.14-3A ASTM D6164 :0•.'.09/09/140 •
G46160.09.14-3B ASTM D6164 09/oil40:0 ,....
G46160.09.14-3C ASTM D5147 •..' ;09/09/14.. 0 0,0 0 0
646160.12.14-3E ASTM D6164 12129114'
G6850.08.08 ASTM D6163 08/01/08
06850.08.08-R1 ASTM D6164 04/14/11
66850.10.08 ASTM D6222 10/06/08
G6850.11.08 ASTM D6222 02117/09
SC6870.08.14-RI ASTM D3909 09/04/14
CI
.oanE cant
NOA No.:14-1030.02
...w , Expiration Date: 11/06/18
Apprrnral Date: 11/05/1 S
Page 6 of 30
EVIDENCE SUBMffTED: (CONTINUED)
TestTestAgencv Test Identii"ier —eLc rin#ion t: Date
PRI Construction Technologies LLC, GAF-084-02-01 ASTM 1360$3 z.
07/08/05
GAF-122-02-01 TAS 139 05/07/06
GAF-245-02-01 ASTM D6083 06/10/10
GAF-276-02-01 Rev ASTM E2178 01/04/11
ASTM D6083
GAF-306-02-01 ASTM E96 07/07/11
GAF-314-02-01 ASTM D2178 08/23/11
GAF-315-02-01 ASTM D2178 08/23/11
GAF-369-02-01 ASTM 01289 10/22/12
GAF-464-02-01. ASTM 01289 02/06/14
GAF-499-02-ol ASTM D6083 03/12/14
GAF-500-02-01 ASTM D6083 03/12/14
Momentum Technologies,Inc. AX04C9A ASTM 136162 06/05/09
0000
. . 0000 0000..
0000..
0000..
0000 0000 . .
0000 0000 0000.
0000.. 0000 0000.
09 06 0009 6666.0
696696
00
. . . 0
...... 0000..
. 0000..
.. 99.. .
NIIIA No.:14-1030.02
r42Ah1tiDE Cf?t3NTY
Expira0an Date: 11/06/18
Approval Date: 11/05/15
Page 7 of 30
Membrane Tyke: 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 Securock0 Gypsum-Fiber Roof Board.
Base sheet: GAFGLASO#80 Ultima 7"Base Sheet,GAFGLASO Stratavene Eliminator'"
Nailable Venting Base Sheet,Ruberoid'20,RuberoidO SBS Heat-Weld'Smooth
or Ruberoid*SBS Heat-Weld'25 base sheet mechanically fastened to deck as
described below:
Fastening GAFGLASI Ply 4,GAFGLAS®FlexPly'6,GAFGLASO#75 Pase 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)
GAFGLASI Ply 4,GAFGLASO FlexPiy-6,GAFGLASO#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"'AccuTracl Flat Plate or Drill-Tec `AecuTrae 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#79
GAFGLASII FiexPly"m 6,GAFGLASO#75 Base Sheet or any of above base sheets
attached to deck with approved annular ring shank nails and tin caps at a fasr
spacing of 9"o.c.at the 4"lap staggered and in two'rows 9"q c, inethe field.....' ......
(Maximum Design Pressure—S2.5 psf.See General Limitatio2 r.47): .. .
GAFGLAS8#80 Ultima'"Base Sheet,Ruberoid*20,Ruberoi* Smooth••' ••••
base sheet attached to deck with approved annular ring shank njUg and tin caps;at
a fastener spacing of 9"o.c.at the 4"lap staggered and in twerwts.9"o.c.inths. .....
field.
...... .... .....
(Maximum Design Pressure—60 psf.See General L#nitatior�it k•' ••:• •••••
GAFGLASI#75 Base Sheet or any of above base sheets attacoed to:eck with ....:.
Drill-Tec7'#12 Fastener,Drill-Tec"#14 Fastener or Drill-TeQ'"XUD Fast(Ver* •
and Drill-Tec''3"Steel Plate,Drill-Tec'AccuTrae Flat Plate•i-r`7c*ll--Tec' •••
AccuTraeO Recessed Plate installed 12"o.c. in 4 rows. One row is in the 2"Site
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#7b
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 o.c.at the 4"
lap staggered in two rows 9"in the field.
(Maximum Design Pressure—60 psf.See General Limitation#")
NO.A No.:14-1030.02
rt> asCourm Expirs0an Date: 11/06/18
Approfial Date: 11/05!15
f Page 26 of 30
i
• 'l
Fastening GAFGLAS"475 Base Sheet or any of above base sheets attached to deck with
Options: Drill-Tec"`#12 Fastener,Drill-Tec'#14 Fastener or Drill-Tep:T,XHD Fastener
(Continued) and Drill-Tec'3'Steel Plate,Drill-Tec"'AccuTracO Flat Plate'-or Drill-Tec'
AccuTrac'0 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)
P eet: O 'o al)One or more plies GAFGLASO PIy 4,GAFGLASII F1exP1y"m 6,
GAFGLASI#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 lbsJsq.
Membrane: One or more plies of Ruberoid'Mop Smooth,.Ruberoid Mop 170 FR,Ruberoid®
Mop Granule,RoofMatch'SBS Modified Granular,Ruberoid!Wop Plus
Granule,Ruberoid'20,Ruberoid*30,Ruberoid'EnergyCap"30 FR SBS
Membrane,RuberoidO 30 FR or RuberoidO Mop FR in adhered in a full mopping
of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.lsq,
Or
One or more plies of RuberoidO Mop Smooth,RuberoidO Mop Granule,
RoofMatch"SBS Modified Granular,Rube Mop 170 FR Ruberoid®Mop
Plus Granule,Ruberoid620,Ruberoid0 30,Ruberoid EnergyCap'30 FR SBS
Membrane,RuberoidO 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 60 lbs./sq.
2• GAFGLAS®Mineral Surfaced Cap Sheet,Tri-PlyO Mineral Surfaced Cap Sj tee so
or GAFGLAS's EnergyCap"'BUR Mineral Surfaced Cap Shee:adber d in a rill?• •• •••
mopping of approved asphalt applied within the EVT range and'dt a 'Ate of 20!40
.bsJsq,
0*6:0* 00 0. •.
*goose
3. Topcoat*Membrane,Topcoat'MB Plus(to be used as a primer j'Vropcoa f.. .
Membrane)or Topcoat'Surface Seal SB applied at 1 tol.5 gar
X80. •e..• ••s•s
Maximum Design •goo•• •••• ••loco
Pressure: See Fastening Options •
.. .. see: ......
•�•••• • o
og
• • • • 000000
• • • • •
•• • gess • •
s:
s
Mu�t�t�_t gpECOUNr r N"NA No.:14-1030.02
r Expira4on Date: 11/06/18
Approal Date: 11/05/15
Page 27 of 30
WOOD DELI£SYSTEM L rMaATIONS:
1 A slip sheet is required with GAFGLASI Ply 4 and GAFGLASn FlexPly"116 when used as a
mechanically fastened base or anchor sheet.
2. Minimum VV DensDeck'Roof Board or Ya"Type X gypsum board is acceptable.to be installed
directly over the wood deck.
GENERAL LIMirATIONS:
I. 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 41 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.
S. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of
275 If.,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 Registimd•••
Engineer,Architect,or Registered Roof Consultant may be submitted. Said revoed;ftener sjftMg ••••••
shall utilize the withdrawal resistance value taken from Testing Application Stand&.ds'fAS 1064n%
calculations in compliance witl'a Roofing Application Standard RAS 117. ••••'• •• ••••••
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requiffeV811 of these • :••••
areas. Fastener densities shall be increased for both insulation and base sheet as.calcu•lnted in-••`•• • •
o compliance with Roofing Application Standard RAS 117.Calculationsprepared,,•i•• and sea••• ,••�•
by a Florida registered professional Engineer,Registered Architect,or R ster �� ?Conal] t ..�...
(When this limitation is specifically referred within this NOA,General Lim9p4lon.#9 will not ••
be applicable.) . :
8. All attachment and sizing of perimeter hailers,metal profile,and/or flashin ternmFfi ••• •• •••
shall conform to Roofing Application Standard RAS 1 I I and applicable wind load.!egiA emerA!:*. '•••�'
9. The maximum designed pressure limitation listed shall be applicable to all roof pre=sure zones tile.
field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be":permitted for
enhanced fastening at enhanced pressure zones(i.e.perimeters,extendedcorners ^si comers).
(When this limitation is specifleally referred within this NOA,General Limitr-�-ion#7 will not
be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with tl6 Florida
Building Code and Rule 61G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
N'!?A No.:14-1030.02
raiz► aaExpira 4pn Date: 11/06118
Appro al Date: 11/03/15
Page 30 of 30
T(3FU.Rl 345-Roofing Systems +
Page] of3
: r
SINGLE PLY 14EMBRANE ROOFING SYSTEMS(MODIFI&D BMMEN)
Unless otherwise indicated phenolic insulation may be used in any or the following )
systems.
Unless otherwise Indicated any of the fallowing Single Ply Membrane Systems may uilitze multiple layers of RvberoidQ+Membrane.
t .
'GAF Premium Aluminum Roof Coadng"may be used On any of the followingClasseitaifons with Inclines not exceeding IA-In.
wester Coat emulsion"may be used on any of the following noncombustible C14"IficatianS with inclines not exceeding VI-In.
"Ruber0160 Modified Bitumen Adhesive"or Monsey Corp."MBA Gold"or Karnak"No.81"adhesives may be used In any of the following
noncombustible deck Classifications.
Tropical Asphalt"No.711 AP adhesive may be used in any of the following Classifications.
"GAFGLASO 080 Premium Base Sheet"MAY be used In any of the following systems.
(optional)Noncombustible deck classifications an applicable for"use over combustible(15/32 in.minimum Plywood)'Ocks when%-In.(minimum)
gYpsuun board or v.•in.(minimum)Georgia-Pacific Gypsum LCC DensDeck(9 KOafboard,""DensDeck Prime®RooRio Td"Of DensDeck
DuraGuardv'Roofboard"are used directly over the deck with all joints staggered 6-in.(minimum)from plywood joints.
A vapor barrier maybe optionally installed under all systems utilizing any"energyrGuarei(&°type insulation "GAFGLA5QD Perils"may be used as
thethe following systems.
option over any«snergyGuardr""ryPa insulation."GAfrGiASG Stratavent Pert wted Base Sheet"may be utilized as an additional ply to any of
The following membranes may be used Interchangeably within their own group:
A-"RuberO1016 Torch Granule"or"Ruberoidtg Torch Granule Pius"or"Ruberoid(9 Torch Granule 1°Or"Ruber0160 Torch 180"or
"RODFMatch°"APP Modified Granular"or"Tri-Piy(Ni TP-4G1.
a'"Ruberold(S`Mop Smooth"or"Ruberold®SBS Heat weld Smooth"or"Rubaroke 601 Cafe Plus"or"Ruberoidl9 30."
C."RuberokM Mop Granule"or"Flex PRF"ar•Ruberoidt9 Mop Plus Granule"or"Ruberoid(g S8S Heat weld Granule"or
"Ruberolft SSS Heat weld Plus"or"ROOFMgtcho,SBS Modified Granular"or"Tri-P"SBS Modified Bitumen Membrane".
D."Ruberold®Mop 170 FR"Or"RuberOlddli Dual FR"
E "Ruberoid0 30 FR"or"Ruberotde 30 FR HT"or"Rubefold(D EnergyCap'"SSS 30 FR"
F."Ruberofd®20"or"Rubemldiei 20 HT"Or"Ruberold@ SSS Heat Weld 25."
G."RuberoidO SBS Heat weld 170 FR","Ruberold(D Ener " " •••••
$YCep SBS Heat Weld Plus FR ar RuberoI S!}S H@at yyeid Pius•Fil••• ••••••
H."Rut3eraidi Torch Smooth'Or"Tri-Pt • • • •• •
YCs1 TP•ei" •• • • •
• • •
I."Ruberoid®Mop Smooth"or"RuberoldO 20"or"RuberoidO 20 HT"or"Ruberoid�Dual Smooth" ••0••• •• • *000:9
•
7."Ruberoldo Mop.Smooth"or%u4aroide Mop Smooth 1.5
" •!•• 4,00000
• •
•••• •••• •••••
Unless otherwise Indicated,the Modified Bitumen(Granule)membrane may be surfaced with"Fireshield MB"at 2vz f�•••••• ....••• ••i•••
Incline of the resultant system would be increased to a 44-In.Incline.But If Me incline of the Classified system t gr@at gr;tV:�1�-�,*64 e •••:••
tndlrte of the roaring system would be maintained when surfaced with°Fir@shield MB"at 2+h to 3.0-gai/Iflfl-ftz. the
•
Unless Otherwise indicated"Ruberoids Ener Ca '" « • • • • •• •••
"Ruberoldt Mop 170 FR"or° 9Y p SBS 3fl FR Is Cl acceptable Alternate for"Rube ••••••
RuberOid�Dual FR"in any applicable Ctassiftcation. roki�S0 FR"OrYR.�ersidC�3fl FR•FiT"or • •
Class A-Ballasted •• •
I.Decks C-15132 Incline:1/4(NC-2)
Insulations—Periite,glass fiber or wood fiber,Yo to I"-in.
Membranes—"Ruberoidsp Torch Granula 1"(modified bitumen)
Surfacing:"-Gravel at 400-lbs/100-0,loose laid or concrete blocks,At 10-Ibs/ft2 and spaced not more than 11;,-In.
2.Decla NC
Inclines 3
Irisutatfon(OPdonai}r—Perlite,glees fiber or wood fiber,ZA to 1+h-in.
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TOFU-R1306-Roofing Systems
Page 2 of
Base Sheet(Optional):—Type 15 asphalt organic felt or Type G2.
Membrane:—"RuberoldO Torch Granule 1"(modified bitumen),
Surfacing,—Gravel,
3.De ^C-25/32 Incline:1/4
Insu n(optional):—Perlite,glass fiber or wood fuer,any thickness,
Membra =—"Ruberoidt9 Torch Granule 1"(modined bifumen).
Slip Sheets 0.004-in.thick P01"Ylene(not UL Classified).
Surf cid " -in.thick concrete with one layer of No.10 SummervilleQ (�Y the ua or a Auivalenf)grouted In place.
4.DeCks NC.
Udine-2
InSulation(Optional):— ite,glass stber or wood flier,any thickness.
Membranes—"Ruberoide To Granule 1"(modined bitumen).
Su#acing:—%to 1'h"In.Blame aw.bottom stone at
spaced not more than 1/0 in. a Pavers weighing not Jeis'than lo-Ibl2-ft2 and
Class A-Fully Adhered ,r.
1.Deck:NC
n .
Insulation(optional):—One or more layers per or wood fiber or ass fiber or palyis
Pe+tite/lsiyisOcYanurate composite or perlite/urethe:s Composite or wood nberlpolyisocyanuurrate compositanurate or urethane phenolic,any thickness.
Base Sheet(Optional):—One or more plies Type G Or Type G2 or Type G3.
Membrane=—One or more plies"Rutseroid®Torclig" Rooth or Granule)or"RuberoidO Torch Granule Pius"or"Ruberoide
Map'(Smooth or Granule)or"Ruberolde Mop Plus Gran "(grannie).
Surfacing:—Gravel,400-ibs/10o-ft2,loose laid or apPlied a nood coat of hot roofing asphalt.
Z.Decks NC
xrsCiine:2/2
ease Sheet tional):—One or more plies Type GI or Type G2 Type 03.
Membrane;—
MOP"(Smooth or more Plies'RuberoldO Torch"(Smooth or Gra e)or"RuberoldO Torch Granule Plus"or"Ruberoldffi
or ranule)or"Ruberoidq Mop Plus Granule".
Coating:—"Kam a.97"applied at 114 to 3-gal,/100^rt2.
3.Deck.NC
Incline:1/4
Insulation(Optional): or more layers periite,wood fiber,glass nber,any th ss.
sass Sheet(Optional).--On r more lies
Membranes—One or snore P Type ( or Type G2 a Type r
piles uberuid�Torch*{Smooth or Granule)or`Ruberotd orch Granule Plus"Or"Ruberold@ Mop�i+Rsle" ••••••
Or Ruberoidt$Mop Dfus Granule
Castings--"Karnak No.97"applied a 1A to 3-gaV100-fie, 0 •
• • •
4.DecksC-15/32 800.0• •• • •sees•
incline.1/2 • •
is o
Insulation:--One or more layers perlite,glass r \pcok�W&S). sees
• •
composite,phenolic,IW-in,minimum thickness ,POlYisocyanurate,urethane,per"te/polyisocyperilteAr 0
Base Sha+ata--One or more Iles T (bu Dints staggered a miniype . mum of 6-in.form PlyPly Sheet(Optional); One Or rno plies Type GI. oesoeMOP hooth or G nue)or"Rub�j� pluss ISM We," orGranule)or'Ruberold8 i`Yorch GraVJd@ •8 •
Sartacin9=—"Karnak No,97"a •Pplied at lye to 3-gat/20o•ft2,S.Deck:NC0Incline:l/2 0
•• • 8888 • •
Base Sheet(Optional):—One or more plies Type G1 ora •
Type G2 or Type •
Membrane:—One or more plies"RubervidO Torch"(Smooth or Granule)or" berakf(D Torch Granule Pius."
Surfacing(Optional):—Karnak"No.97"or"169"applied at 1 to 3 gat/loo-ft2 Grundy Ird,'20 F Emulsion' VOW at 3-gal/200-ft1.
b.DBC*:C-15/32
Inclines 1/2
Insulations—One or more layers periite,glass fiber,ala-in.minimum,PalyisoCyenurate,ur ane,
Per"Wurethane composite,VA-in.minimum, perlite/polyisccyanurate composite,
Soft Sheet{optional);--One or more plies TYPe G1 or Type G2 or Type G3.
Membranes—One or more plies"Ruberoid®Torch"(Smooth or Graruie)or'Ruberoid�Torch Gra a Plus ar"Ruberaid�
MOP"(Smooth or Granule)or`Ruberoide Mop Plus Granule"
•`+urfacings—Gravel,
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TGFU.Rl306-Roofing Systems
Page 3 of 3
7.beck:C-15/32 t
3tr+ciinel 1/2
comp s ite' (Optional):—One or more layers Partite,wood fiber,Olass fiber,POIYIsocyanurate,urethane,peNite/polYisocYanurate
Composite,pe rltba/uretiiane CompositesTy;�wood Fibere(53.sacyanurste composite
Sale Sheetl—Two or more piles TYPE tit-Type G3. '
Ply Sheet(Optional);—One or more plies Type 61.
Membrane,—One Or more plies"Rubaroid®Torch"(Smooth or Granule)or"Ruberoidi9 Torch Granule us"b�
Map°(Smooth Or Granule)or"Ruberoido Mop Plus Granule." Pi ~Rut>erala
Surfacing.—"Karnak No.97"applied at 1%to 3-gay100dt1 or gravel.
S.Deck:NC
Incline;1/2
Insulation:—One or more layers pedinminimum.glass fiber,#4-tn.minimum polyisocyanurate,urethane,pedite/poli0ocyanurate composite,
perlite/urethane composite,1% .min
Base Sheet(00tiaaai)1—One or more plies Type GI Or Type G2 or Type G3.
Mimbranei—One or more Plies°Ruberoid&Torch"(Smooth or Granule)or"Ruberoide Torch Granule Plu
MOP"(Smooth lir Grenute)or"Ruberoido Mop Plus Granule." sao;"RubaroldS
Surfacing*—Grundy"At,MB Aluminum Roof Coating"applied at 1 to 2-gal/10o-f 2. ;
9.Deck/C-IS/32 Incline*1/2
Insulation(OPtioaat):—One or more layers perlite,glass fiber,U-!n.minimum11/1 In.minimum. ,pwyisocyanurate,urethane,0 dW
"SO SSheettt-1 One or more Plieane composite,
Type phenolic,GAGLASO a7S Bast Sheet",or"Tri-FIYt�s X75 Base Sheet",har. i�lYls�Yanurate
fastened in place. mopped or mechanically
Ply Sh$et:—One or more Plies Type Gi"GAFGLAS®ply 4"or"Tri-Ply(&Ply 4"or"GAFGLAS®ply 6"hot
mopPart in place,
IMembranel—"Ruberoid@ Mop 170 FR"Or"Ruberoldp Dual FR"or"Ruberoid(l)MOP FR-or-Ru beroid0 enetgycaa-Mop FR."
n P "0.—"GAF Fiberad Aturtlinum Coating"applied at lYt-gal/100-0 or"GAF Weather Goal Emul9lon"applied at 3•
-ft.
10.Deck:C-15/32
Incline:Yr
insulation(Optional);—Pedite,fiber glass,polyisocyanurate,urethane Or PeditelPOlYisanurate
Base Sheet:—One or more layers Type G2"GAFGLASO#75 Base Sh4et" -Plyo 075 ease Sheet"orrTtype 63"GAFGtAS®Mineral
Surfaced Cap Sheet"or"Tris-piyq Mineral Surfaced Cap Sheet hot mopped or mechanically fastened.
Ply Sheet(Optional)*—One or more piles Type G1,not mopped In place.
Membrane;—"Ruberoi(*Mop 170 FR"or"Ruberold Dual FR"or"RuberoldS MOP FR"or"Ruberolft SnargYCap%w MOP FR"
•6••
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f
REA
i 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) w1V"v.miamidade.eov/economv
CertainTeed Corporation
18 Moores Road
Malvern,PA 19355
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: CertainTeed Underlayment Systems
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. 0000
000000
RENEWAL of this NOA shall be considered after a renewal application has been filed andUere bas been no.change .'
in the applicable building code negatively affecting the performance of this product. •!•••• •• • 000000
000000 0 0 0
0000..
TERMINATION of this NOA will occur after the expiration date or if there has been a revjSiotl gr chaWhrtke •
materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorSWent of any`pfftduct,
0000. 0000 000.
for sales, advertising or any other purposes shall automatically terminate this NOA.Failure o;omply with any sectio0n•••••
of this NOA shall be cause for termination and removal of NOA. 000000
••
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and fgliewed by tlje•••:
expiration date maybe displayed in advertising literature. If any portion of the NOA is disp'vy8drthen it flaaU be do4e•••:
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# 14-0724.16 and consists of pages 1 through 9.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 14-1028.02
MMPQAQ cOUNTtr Expiration Date: 11/24/19
Approval Date: 06/04/15
Page 1 of 9
r r
ROOFING COMPONENT APPROVAL
E
Category: Roofing
Sub-Catezory: Underlayment
Material: SBS
SCOPE:
This approves CertainTeed Underlayment Systems, as described in this Notice of Acceptance;designed to comply with
the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Product Dimensions Test Product
Specification Description
WinterGuard HT 36"x 65' ASTM D 1970 Modified fiberglass reinforced,bituminous sheet
Manufuring rolls material for use as an underlayment in sloped roof
Location 41 assemblies. Designed as an ice&rain shield.
WinterGuard Granular 36"x 65' ASTM D 1970 Granular surfaced modified,fiberglass reinforced,
Manufuring rolls bituminous sheet material for use as an
Location 92 underlayment in sloped roof assemblies.
Designed as an ice&rain shield.
WinterGuard Sand 36"x 65' ASTM D 1970 Embedded sand surfaced modified,fiberglass
Manufuring rolls reinforced,bituminous sheet material for use as an
Location 92 underlayment in sloped roof assemblies.
Designed as an ice&rain shield.
0000
Diamond Deck? 48"x 250' ASTM D 226 Synthetic,scrim reinf4ce4 uvi derlaymenI for usS
Manufuring rolls Type II under shake,shingles,�r�tj•oar meta41jelitig. ••••
Location#3& 4 000:00 •
0000..
0000 0000 . .
MetaLaymentT" 39'/8"x 61' ASTM D 1970 A film surfaced,self-adtiering underraryment for
.0999 ... .....
Manufuring rolls use under metal roofing• •
•• •••• •9..•.
•
Location#1 •••••• •
0000..
Black Diamond" 39 s/s"x 68' 7" ASTM D 1970 Granular surfaced modified fibergrass reinforced,...:
Base Sheet rolls bituminous sheet material for use as Nne• •
Manufuring underlayment in sloped roof assemblies.
Location 42 Designed as an ice&rain shield.Not for use as
an Anchor Sheet.Direct adhesion to wood deck
not permitted in the HvHZ.
NOA No.: 14-1028.02
Mwrn-panecourrrir Expiration Date: 11/24/19
Approval Date: 06/04/15
Page 2 of 9
d
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Product Dimensions Test Product
Specification Description
Flintlastic GTA 39 3/8"x 32' 10" ASTM D 6222 Granule surfaced APP Modified Bitumen
Manufuring rolls Grade G membrane with non-woven polyester mat
Location 41 Type I reinforcement for torch application.
All Weather/Empire 39 3/8"x 65' 10" ASTM D 4601 Asphalt coated fiberglass reinforced base sheet.
Base Sheet rolls Type II
Manufuring
Location#1
DryRoof"TU 39-'/8"x 61TAS 103 A polyester fabric surfaced,self-adhering
Manufuring rolls underlayment.
Location 91
Flintlastic GMS 39 3/8"x 32'10" ASTM D 6164 Granule surfaced SBS Modified Bitumen
Manufuring rolls Grade G membrane with non-woven polyester mat
Location 41 Type I reinforcement for mop application.
Flintlastic SA Cap 39 3/8"x 33'11 TAS 103 Polyester reinforced,self-adhering SBS modified
Manufacturing rolls bitumen cap sheet.
Location 41
Roofers' Select 36"x 144' rolls ASTM D226 An asphalt-impregnated,organic felt reinforced
Manufacturing Type I with glass fibers,roofing underlayment.
Location#5 ••••
. . 0000 0000..
MANUFACTURING LOCATION: •
0000.. .. . 0000..
1. Little Rock,AR. •••••• ;••••;
2. Shakopee,MN
0000
0000 0000 0 00000
3. Hangzhou, China 00.00• •000 00000
4. Silvassa,India w••••• 00;0 •00000
5. Shreveport,LA 000000 0 ••
. . . 0000%
0000..
. 0000..
00 . 00080 0
so
CMAMIMMOUMNTY
NOA No.: 14-1028.02
..• Exp gyration Date: 11/24/19
Approval Date: 06/04/15
Page 3 of 9
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Momentum Technologies,Inc. AX31 G81) ASTM D4601 09/05/08
AX31 G8G ASTM D6222 06/05/09
TrinitylERD 3530.12.05-1-R1 ASTM D1623 10/05/09
3523.03.05-R2 ASTM D1623 01/12/10
C32240.03.10 ASTM D4977 03/04/10
C3500.04.10 TAS 103 04/01/10
C31860.05.10 ASTM D1623 05/18/10
030280.12.09-R2 ASTM D226 12/11/09
C31410.10.10-R1 ASTM D5147.ASTM D4798 11/02/12
C30890.03.10-1 ASTM D1970 03/17/10
C40050.09.12-2 ASTM D1970 09/28/12
C34940.09.11-R1 TAS 103,ASTM D1623 10/04/11
C32930.01.1 I-R2 ASTM D1623 01/20/14
C45240.01.14-1 ASTM D1970,TAS 110 01/15/14
C45240.01.14-2 TAS 103, TAS 110 01/24/14
PRI Construction Materials CTC-075-02-01 ASTM D1623 10/07/11
Technologies,LLC CTC-075-02-01 TAS 103 10/07/11
CTC-093-02-01 ASTM D6164,ASTM D4798 08/09/11
CTC-189-02-01 ASTM D1623 11/18/13
CTC-163-02-01 ASTM D6757,ASTM D226, 05/09/13
ASTM D4869
InterTek Testing Services Ltd. 10103165000Q-002C ASTM DV6 . •...O.W13A-1•••••
101227796COQ-003C ASTM D4199• .. 08/13/13
10103165000Q-005C ASTM D4869;•• �••(18/13/13+•••:-
6066..
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MIAMI-DADE COUNTY NOA No.: 14-1028.02
..
. o Expiration Date: 11/24/19
Approval Date: 06/04/15
Page 4 of 9
APPROVED ASSEMBLIES:
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened to deck.
Anchor Sheet: (4:12 or Above) One or more plies of Diamond Deck with a minimum 4"headlap and a 6"end
lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge
and in a grid pattern spaced 12" o.c. in the field of the roll.
(2:12 to<4:12)One or more plies of Diamond Deck with a minimum 20"headlap and a 12"
end lap mechanically fastened to deck with approved nails and tin caps 6" o.c.at the side lap
edge and in a grid pattern spaced 12" o.c. in the field of the roll.Vertical joints should be offset
36"minimum.
Surfacing: Shall be acceptable for use in approved asphaltic shingles,wood shakes, &shingles,quarry
slate, and metal roof applications.Must Comply with applicable Roofing Application Standards
and Building Codes
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(2): Anchor sheet mechanically fastened to deck.
Anchor Sheet: (4:12 or Above)Two plies of Roofers' Select with a minimum 2"headlap and a 6"end lap
mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lagedge and
in a grid pattern spaced 12" o.c. in the field of the roll. . . ....• ......
(2:12 to<4:12)Two plies of Roofers' Select with a minimum 19"hexcNapeannd a I Rv jm l lap •0
mechanically fastened to deck with approved nails and tin caps 6" o.0•dt:ht side Iv edge and"••••
in a grid pattern spaced 12" o.c. in the field of the roll. Vertical joints Mu?d be offset 72" ;••••:
9••9 ••••
minimum. . •
... .... .....
Surfacing: Shall be acceptable for use in approved asphaltic shingle applications,4Ine*Comply:Wkk 06:000
applicable Roofing Application Standards and Building Codes •• •• 000* ••••••
0000•• • •
• • • • 0090•6
0.0.00
• • _00••0
• •
Miar�i•000ecouNrr NOA No.: 14-1028.02
...� Expiration Date: 11/24/19
Approval Date: 06/04/15
Page 5 of 9
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32° or greater plywood or wood plank
System E(3): Anchor sheet mechanically fastened to deck,membrane adhered.
Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"headlap and a
6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap
edge and in a grid pattern spaced 12" o.c. in the field of the roll.
Membrane: One or more plies of Flintlastic GTA torch applied to anchor sheet or WinterGuard HT,
WinterGuard Granular,WinterGuard Sand,MetaLayment,DryRoof TU or Black Diamond
Base Sheet self-adhering membrane adhered to the anchor sheet with a minimum 3"headlap
and 6"end lap.Place the first course of membrane parallel to the eave,rolling the membrane to
obtain maximum contact.Remove the release membrane as the membrane is applied. Vertical
strapping of the membrane is acceptable. If membrane is strapped,then anchor sheet must also
be strapped.
Surfacing: Shall be acceptable for use in approved asphaltic shingles,wood shakes, &shingles, quarry
slate,and metal roof applications.Must Comply with applicable Roofing Application Standards
and Building Codes
. . ..•. ......
•• . i• •
0.0.49 0.• ......
00009*
0000••
0000 0000 • •
• • 0 •
•••0 •000 00.00
•
0000•• 0000 0000•
•
• •
•
•
0000•• •
• • •
• • 00.9.0
0000 •
• • • •0000•
00 0 0000 • •
NOA No.: 14-1028.02
MIAMI•DAD:COUNTY Expiration Date: 11/24/19
Approval Date: 06/04/15
Page 6 of 9
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(4): Anchor sheet mechanically fastened to deck,membrane adhered.
Anchor Sheet: One ply of ASTM D 226 Type II organic felt or All Weather/Empire Base mechanically
attached with a minimum 4"side lap and a minimum 6"end lap.Anchor sheet shall be applied
at a right angle(900)to the slope of the deck with approved annular ring shank nails and tin
caps at a fastener spacing of 6" o.c.at the side lap edge and in a grid pattern spaced 12" o.c. in
the field of the roll of the base sheet.
Ply Sheet: (Optional)One or more plies of an ASTM D226 ply 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 ply of Flintlastic GMS adhered in a full mopping of Type IV asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq. or Flintlastic GTA torch applied to the preceding sheet
or DryRoof TU, Flintlastic SA Cap,self-adhering membranes adhered to the preceding sheet
with a minimum 4"side lap and 6"end lap.Place the first course of membrane parallel to the
eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the
membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is
strapped,then anchor sheet and ply sheet must also be strapped.
When used in Tile roof systems the cap sheet shall be back nailed to deck with approved
annular ring shank nails and tin caps at a maximum of 12"o.c. at the side laps and 6" o.c. at the
end laps. No nails or tin caps shall be exposed.
Surfacing: *Flintlastic SA Cap, Flintlastic GTA,Flintlastic GMS and DryRoof TU may be us ed"i4h any
approved roof tile system mechanically fastened as specified in them cupVt NOA.0•• 0000:9
•Flintlastic SA Cap,Flintlastic GTA,Flintlastic GMS and DryRoof TU ma'y be us88 a�i4h any••0 o•
approved roof the system adhered as specified in their current NOA usi �any foamadhesive
6 •
..m
. ..0000
listed and having a current tile adhesive NOA approval. 00000000
0*0*0 0000 0
00000
Must comply with appropriate Roofing Application Standard RAS I L&RAS 119,RA&KO and•:•••
applicable Building Codes. •
.. .. 0000 0000..
666666 6
. •
LABELING: 6 0000
000006•••••
..
.0006.
All membranes or packaging shall bear the imprint or identifiable marking of the manufacturefg nafne or Vjc;city, •
state and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County
Product Control Seal as shown below.
MIAMbDADE COUNTY
ME•
•iq t I9i VY°illi,` iii i,+�pTI'IPi�'i, ti
NOA No.: 14-1028.02
MuuwHov,�EcouNTY Expiration Date: 11/24/19
Approval Date: 06/04/15
Page 7 of 9
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 material.
LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard HT, WinterGuard Granular,
WinterGuard Sand, Diamond Deck, MetaLayment,DryRoof TU or Black Diamond Base Sheet as a cap membrane
shall be acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof
applications. CertainTeed underlayment roofing systems utilizing Roofers' Select shall be acceptable for use in
asphaltic shingles.
3. CertainTeed underlayment roofing systems utilizing DryRoof TU, Flintlastic SA Cap, Flintlastic GTA or
Flintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set and mechanically fastened
roof tile systems as specified in the surfacing option of the approved assemblies.
4. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code. CertainTeed underlayment roofing systems shall be installed in strict compliance with
applicable Building Code.
5. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, clean and dry surface with
deck free of irregularities.
6. CertainTeed underlayment roofing systems membranes shall not be applied over an existing roof membrane as a
recover system but may be applied over an approved roofing Base/Anchor sheet underlayment.
7. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base Sheet, Flintla$gr.rSA Cap,
MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall not be left eyposgO as a tLw4wlry roof.....
for longer than 180 days of application. DryRoof TU and Roofers' Select shall not be Itftexposed as.a temporary •,
roof for longer than 30 days after application. ....•• *0000 ••0.00
8. CertainTeed underlayment products may be used with any approved roof covering NoTt?e WAccept ani�e listing••••
CertainTeed underlayment products as a component part of an assembly in the l�iotice eof Ac�gpo,q,rice. •..�
0000
CertainTeed underlayment products are not listed, a request may be made to the Aute o.Having Zurisdictiou.:..0
(AHJ) or Miami-Dade County Product Control for approval provided that appropriate dgCw;itntation:s provided*••••
to detail compatibility of the products,wind uplift resistance,and fire testing results. 000000 0 •
9. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any Ioo;e decking paaalc�OSweeQ•
the deck thoroughly to remove any dust and debris prior to application. • • . :00090
10. When applying the membrane in the valley, start at the low point and work to the high point,rolling tbeaelbrane
from the center outward in both directions.
11. Roll or broom the entire membrane surface so as to have 100% contact with the surface,giving special attention to
overlap areas.
12. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance and applicable Building Code.
13. The maximum roof slope for use as roof tile underlayment for direct-to-deck tile assemblies shall be as follows:
(Limitations noted below are a result of the tile stacking/tile loading performance and do not reflect to that of the
underlayment. See Table Below)
Mwrii•aanEcouNr�r NOA No.: 14-1028.02
ANEW Expiration Date: 11/24/19
Approval Date: 06/04/15
Page 8 of 9
LIMITATIONS:
Tile Profile Flintlastic GMS' Flintlastic SA Cap' DryRoor TU3 Flintlastic GTA3
Flat Tile 4:12 6:12 6:12 6:12
Profiled Tile 4:12 5:12 6:12 6:12
'The following is applicable to all systems using and Flintlastic GMS:
*Slopes up to 4:12—Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on
top parallel to the slope for a total of 6 tiles.(Illustrated in Figure I below).
•Slopes greater than 4:12—Horizontal batten strips are required. Stage tiles touching horizontal battens;a
maximum of 10 tiles shall be stacked parallel to the slope(See Figure 2 below).
'The following is applicable to all systems using Flintlastic SA Cap:
*Slopes up to 5:12,Profiled Tile—Stage by placing two tiles perpendicular to the slope followed by maximum
four tiles on top parallel to the slope for a total of 6 tiles.(Illustrated in Figure 1 below).
*Slopes greater than those shown in the above table—Horizontal batten strips are required. Stage tiles touching
horizontal battens;a maximum of 10 tiles shall be stacked parallel to the slope(See Figure 2 below).
'The following is applicable to all systems using DryRoof"TU and Flintlastic GTA:
•Tiles shall be stored on battens on roof pitches greater than 6:12".
Slope Slope
IWO
0000••
Olk
••••i•
���z ,aa���DEQ �� `��� � �� � ���{�_ M1 �` � a • •
0000••
IR
g 't 1� �" �•...'e '�* ♦ 00000
, a� L 9 a� ', ti • •
iirl►MMMik 0000•
£ � ''� �u mow':�: •
��•Si4e View . ••••i•
Fig1re 2►Batte4Method
Front View .___. ... ...3 Front .••; •
..
Figure 1: Staged Method, View
Figure 2: Batten Method
END OF THIS ACCEPTANCE
NOA No.: 14-1028.02
Mu►rtaQa�acouNR Expiration Date: 11/24/19
Approval Date: 06/04/15
Page 9 of 9
+v
Ml�4l� '"WITAhu-DAVE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DIPART14IEiNT OF PXGULATORY AND ECONOMIC RESOURCES g=) Miami,Florida 33175-2474
BOARD MI)CODE ADIktIMSTRATION DIVISION T(786)315-2590 F(786)315-25"
NOTICE CSF ACCEPTANCE(NOA) wwtr.miamldade.er►vleeaoamv
Entegra Roof Tile,LLC
1289 NE 91s Ave
Okeechobee,FL 34972
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of coiptruction 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 falls 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 falls to meet the
requiremer is 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 Zotze of the Florida Building Code.
DESCRIPTION:Plantation 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. •*gee
•
RENEWAL of this NOA shall be considered after a renewal application has been filed ando`_tere has bw data change• • •
in the applicable building code negatively affecting the performance of this product. ••• •• •
••••••
TERMINATION of this NOA will occur atter the expiration date or if there has been a revzsrern or eWaoin the•....
materials, use, and/or manufacture of the product or process.Misuse of this NOA as an ev.Jo1 j;Aant of atYv grpduct,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure Jq.,eWP1ywitb.4W section......
of this NOA shall be cause for termination and removal of NOA. •,•••• .•
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Flgrida,.and folloWtof 6y the�..•.
expiration date may be displayed in advertising literature. If any portion of the NOA is dispta.-A lien it jWtlse done• •
In its entirety. .•
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacW1A*-.a or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA#14.1120.04 and.consists of pages I through 7.
The submitted documentation was reviewed by Gaspar J Rodriguez.
NOA Tao:IS-0721.04
KAN .expiration Date-12108/20
Approval Date:1110S115
Page 1 of 7
r�
ROORII a ASSEMBLY APPROVAL j
Category: Roofing
Sub-Category: Roofing Tiles
Material: Concrete
�. PRODUCT DESCRIPTION
Manufactured by Dimensions Test Product.
licant Sneciffcatlons Peserintion
Plantation Tile Length: 16YV TAS 112 Flat concrete roof tile for direct deck or
Width: 13" battened nall-tin,mortar or adhesive set
applications.
Trim Pieces L=varies TAS 112 Accessory trim,concrete roof pieces for
W:varies use at hips,rapes,ridges and valley
Varying thickness terminations. Manufactured for each the
profile.
2.1- MANUFACTURING LOCATION
I. Okeechobee,FL
2.2 SUBMITTED EVIDENCE:
Test—�AUney Test T_ dentifler Test Name/Renort bate
American Test Lab of South RT0624.05-14 TAS 112 eQU3/14
Florida .
4444 4444..
Redland Technologies 7161-03 Static Uplift Testing• ' .110 i991 '•
.. .
Appendix 1UPA 102&PA 102(A�. . 04 4 4.000.
The Center for Applied 94-060B Static Uplift Tesfiri ••• Ma`rc 1994 :
94 ••••
Engineering,Inc. -084 PA 10I (Adhcsive4fD*•• � 1994 •
(Mortar Set) •••• •••••
Redland Technologies 7161-03Wind Tunnel Testing•ti•:••• '1991 ••.•
•
.appendix II PA 108 ••r •• ••••�•
Redland Technologies Letter Fated Aug. 1, 1994 Wind Tunnel Tesjng'•, .Aug•1994 4444:.
PA 108(4ail-04) :""' .
Rediand Technologies P0631-01 Wind Tunnel Tesd4g,' : Ju1r 4, 994 :"":
PA 108(Mortar Seta, '•4
Redland Technologies P0402 Withdrawal Resistance Teeing of Sept. 1993
screw vs.smooth shank nails
The Center for Applied Project No.30702S Wind Driven Rain Oct.1994
Engineering,Inc. Test#MDC-76 PA 140
Walker Engineering,Inc. Calculations Aerodynarnic Multip1hr March 1999
rr 'neer` Inc. April 1999
Walker E
Calculations 25-7183 March 1995
25-7094 February 1996
25-7496 April 1996
wrrraa�SAE .0 NOA No.:15-0721.04
�QKXLIAU) SUpiration Date:12108120
Approval Date.11/05/15
Page 2 of 7
.r.
2.2 SUBMrr D F,'VID+'NCE:
� .$¥ n�Y TestlBe to ifler TeatNante/Renort Date
Walker Engineering,Inc. Calculations 25-7584 December 1996
25-7844b-8
2S-7804-4&5
Walker Engineering,Inc. 25-7848-6
Calculations Two Patty Adhesive Set System April 1999
Farabaugh Engineering and T295-11 TAS-108 10!05/11
Testing Inc.
Farabaugh Engineering and T306-11 TAS-108 10/04/11Testing Inc.
Farabaugh Engineering and 7279-11TAS-108
Testing Inc. 09123!11
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 Miami--Dade Product
Control office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein,
3.5 30/90 hot mopped underlayinent applications may be Installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
00
3.6 This acceptance is for woad deck applications. Minimum deck requirements hl 1'bean comyyaeve with•••0•
applicable building code, 0 0 0
3.7 All products listed herein shall have a quality assurance audit in accordancZ0,,'tOi0t4te Florida iBuildin 000000 0 0 0
Code and Rule 61020-3 of the Florida Administrative Code. 0 0 0 0 g ••••
• . • • •
0000 0000 0000.
0
0000.. 0000 0000.
0 0
.. .. 0000 0000..
00000000
000000
0 000000
000000
0
000.
. 0 .
00 . 0000 . 0
••
molar a ►uEc u:ur NOA No.,15-0721.04
` P:-rpiration Date:12/08/10
.approval Date:11/05/15
Page 3 of 7
INSTALLATION :a
A
4.1 Plantation Roof Tile and its components shalt 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(Vit)and Dimensions(1 x w)
Tile Profile Weight W(lbf) Lengthd(ft) Width-w(ft)
Pi Tile
Tile 11.8 1.375 q,t}8
Table 2: Aerodynamic Multipliers.1,(ft3)
Tile X(0) X(ft3)
Profile Batten Application Direct Deck Application
Plantation Tile 0.267 0.289
Table 3: Restoring Moments due to Gravity-M (ft-ibf)
Tile Greater than
.Profile 2";12" 3":12" 4":42„ 6":12" 6":12" 711:12"
Battens Direct Battens Direct Battens Direct Battens Direct Battens plrect Battens Direct
Deck. Deck Deck Deck Deck Deck
[Plantatlon— 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04
ile
0000
. . 0000 0000..
• 0000.. .. 0000..
0000..
0000..
0000
. 0 .
0000 0000 0000.
0 9
0000.. 0000 0000.
. .
.. .. 0000 0000..
9
. . . . .0900.
. 0000..
.. 0000 9
90 0
bF r4 MN KOA No..15-0721.04
II ', ► Expiration Date:12/08/24
Approval Date:I1/05(15
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment-Mf(f- bf)
For Nall-On Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (Min 15132" (Min. 119/3201
plywood) plywood)
Plantatlon Tile 2-10d Ring Shank 30.9 38.1 17.2
Nails
1-1 )d Smooth or 7.3 9.8 4.9
Screw Shank Nail
2-101d Smooth or 14.0 18.8 7.4
Screw Shank Nails
1 #8 Screw 30.8 30.8 18.2
2#18 Screw 51.7 51.7 24.4
1-10d Smooth or 24.3 24.3 24,2
Screw Shank Nail
Field Cll
1-10d Smooth or 19.0 19.0 22.1
Screw Shank Nail
Eave Cr
2-1od Smooth or 35,5 35.5 34.8
Screw Shank Nails
Field Clip)
2-10d Smooth or 31.9 3119 32.2
Screw Shank Nails
Eave Clip)
0000
2-10d Ring Shank 50.355.5 ••••
•
Nails' .. 43.
1 installation with h 4"file headta and fasteners are located a minimum of 2W from the head of the 0'000 •••• ••••
.0000
Table 8: Attachment Resistance Expressed as a Moment Mr #0 4 0000
000 0 0
.000 0000
For Two Patty Adhesive Set Systems ••• •• •••• 0000
•
00000
Tile Profile Tile Application fit.0rl>�m Attacinant
• ' 0000.
Plantation Tsistce 0
Ile Adhesive
. 0g 1,3;•• •
2 See manufactpres component a roval for installation r uirements. 00000
.. 0000
3 Flemble Products Company TileBond Average weights per patty 13.9 grams, •
3M'2-Component Foam Roof'nle Adhesive AH-180.Average weight per 8 rams. •
TableA: Attachment Resistance Expressed as a Moment-Mf(ft-,,bf)
For Sin ie Pate Adhesive Sat S stems
Tile Profile .Tile Application Minimum AVachment Resistance
Plantation Tile 3W 2-Component Foam Roof Tile Adhesive AH-j So ~118.94
3M"`2-Component Foam Roof Tile Adhesive AH-16040.4
4 Lar a add acement of 45 rams of 31VI'"2,-Cq 1ponent Foam Roof Tile Adhesive AH-160
5 Medium add lacement of 24 rams of 3tW4 2-Component Foam Roof Tile Adhesive AH-160.
Musntteaaa ovrr NOA No.:15-0721-04
F Fzplratlon Date:12/08/20
,ipproval Date:11/05/15
Page 5 of 7
t C
Table 7:Attachment Resistance Expressed as a Moment-Mr{ft-lbf
for Mortar Set Systems
Tile Profile Tile Application Attachment
Resistance
Bees ecitic mortar manufacturer's Notice of Acte tance;
5. 1ABELING
All tiles shall bear the lmprint or identifiable marking of the manufacturer's name or logo as seen below or following
statement: "Miami-Dade County Product Control Approved".
OR
ENTES- RA ,�'P
PLANTATION ROOF TILE LABEL(LOCATED ON UNDERSIDE or TILE)
BUILDING PERMIT REQUIREMENTS: .••••.
• •••• ••••••
6.1 Application for building permit shall be accompanied by.copies of the following: •• •• ••
6.1.1 This Notice of Acceptance.
.*...• 00 0 0.0000
6.1.2 Any other documents required by Building official or Applicable buildir ,
tgin order td properly;....:
evaluate the installation of this system. 0000 0000 • •
0000 000 0 0000.
00000.
0
0000.. 000
00009 0000 0000..
.
.0.... 0 00
. . . . 0
0
0.0.. 0000
.
... 0000 :,0000:
. .
.
.0 .
MINm
NOA No.:15-0721.04
)>rl Date:Expiration D
p a 12108128
Approval Date:l 1105115
Page 6 of 7
♦ s
PROPILE DRAWING
PLANTATION FLAT CONCRETE TILE
4j
•00•
. •
• • 0•0• 6066•6
60..•
END OF THIS ACCEPTANCE •• .'.•,.•. •
6666.. . 6
6666..
6666..
6666 .•.s • •
.•6• 6666 ••6,6
00..0• 6666 •.6.•
•• 60 ..•• 6666..
•
•.••0• • •
• • • • •0000•
6666•*
•• • 6666 • •
0• •
MIMAMt At)t COUNTY NOA No.:15-0721.04
IIIIII �' '• •■ Expiration Date:12/08/20
Approval Date:11/05/15
Page 7 of 7