RF-16-2044 (2) NER
3
Miami Shores Village
10050 N.E.2nd Avenue NE ������ Ft
•"' nm Miami Shores,FL 33138-0000
h N �
,F Phone: (305)795-2204 »
� ;712112{ [6 Expiration: 0 111 712017
Project Address Parcel Number Applicant
61 NE 108 Street 1121360110460
Joseph Fulton
Miami Shores, FL 33161- Block: Lot:
Owner Information Address Phone Cell
Joseph Fulton 61 NE 108th Street 305 301-8266
Miami Shores FL 33161
Contractor(s) Phone Cell Phone Valuation: $ 27,320.00
CODA ROOFING, INC 305-681-1060
Total Sq Feet: 3006
Type of Work:Re Roof Available Inspections:
Additional Info: Inspection Type:
Classification:Residential Up Lift Report
Scanning:2 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-Contractors Bond $500.00 Invoice# RF-7-16-60684
CCF $16.80 07/21/2016 Check#:16905 $885.56 $0.00
DBPR Fee $4.88
DCA Fee $4.88 Bond#:3153
Education Surcharge $5.60
Permit Fee-New Roof $325.00
Scanning Fee $6.00
Technology Fee $22.40
Total: $885.56
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 foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore,I authorize the above-named contrWor o do the work stated.
July 21, 2016
Authorized Signature:Owner / Applicant / Contracto / Agent Date
Building Department Copy
July 21,2016 1
Miami Shores Village
Building Department
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 j
Tel:(305)795-2204 Fax:(305)756-8972 -- --
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20. A
BUILDING" re Master Permit No.
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC E]"ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: ��/ xx� /0 5 '
City: Miami Shores County: Miami Dade Zia:
Folio/Parcel#: //- /� -C/d�-C� L� Is the Building Historically Designated:Yes NO
Occupancy Type:t�L i-- Load: Construction Type:
�1Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): 0-5a P17 14s 1 `)�® Phone#:
Address: ,"-,/ V�r -7 ,/
City:_��?i�✓� nr��<L S State: Zip: ,C�-'/
Tenant/Lessee Name: Phone#:
Email: Tp��
CONTRACTOR:Company Name: . '��' ��a y�� Phone#:
Address: 4K7(-' 6 16) 'zi)
City: c"'0za'4 State:-- Zip•
Qualifier Name: C/o. yo Phone#:
State Certification or Registration M --CC 63 --6 UJ�f Certificate of Competency M
DESIGNER:Architect/Engineer: Phone#:
Address:-- City: State: Zip:
Value of Work for this Permit:$ Z 7,_�3 a,,, Square/Linear Footage of Work: ✓� 6a6;1j6
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑Repair/ eplace E:1 Demolition
Description of Work: - 1��F �41 CZ4&�/ T�9/
Specify color of color thru tile: 3��y 4 �1 � vZ, �- rte �.�� Cctor�1Av,;
Submittal Fee$ Permit Fee$ C25 , CCF$ y V CO/CC$
Scanning Fee$ Radon Fee$ f DBPR$ Notary$ _
Technology Fee$ �-� A��3' Training/Education Fee$ Double Fee$ _
Structural Reviews$ Bond$ it)o� rr
TOTAL FEE NOW DUE$ 0
(Revised02/24/2014)
3onding Company's Name(if applicable)
3onding Company's Address
0
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a.permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all.the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO"OBTAIN_FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant. As a condition to the issuance of:a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the:-notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature GZ I Signature
OWNER or AGENTd1 CTOR
The foregoing instrument was acknowledged before.me this The foregoin instrument was acknowledged before me this
--�—day of �UJ ____,20& .by Ck day of ;v ! 20 k by
a 50 d J wh is personally known to fig„ kc,.kAc LaZ A v)(i o is personally to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign: ,!�'k ) •so ublicStaeeof orid�a '
b
a o Vanessa M Rivero
Print., Print:VC'V se i�ILt izo my Commission FF 024428
r0;,vy( Expires 06/05/2017
Seal = %c" Notary Public-State of Florida Seal:
�;• :a, My Comm.Expires Jun 16,2018 �a "d `t-.° 'F� ��r`', �rfp
Commission#FF 105466
APPROVED BY 04 Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Property Search Application- Miami-Dade County Page 1 of 1
0FRCE OF THE PROPER7"' , A Pl`
Summary Report
Generated On:7/21/2016
Property Information
Folio: 11-2136-011-0460
Property Address: 61 NE 108 ST
Miami Shores,FL 33161-7035 5:
JOSEPH FULTON TRS �' t
Owner a
JOSEPH FULTON TR
61 NE 108 ST
Mailing Address
MIAMI SHORES,FL 33161 USA
Primary Zone 1000 SGL FAMILY-2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL-SINGLE
FAMILY:1 UNIT
,.x
Beds I Baths/Half 3/2/0
Floors 1
Living Units 1
Actual Area 2,362 Sq.Ft
Living Area 1,948 Sq.Ft
Adjusted Area 2,016 Sq.Ft Taxable Value Information
Lot Size 9,225 Sq.Ft 2016 2015 2014
Year Built 1954 County
Exemption Value $50,000 $50,0001 $50,000
Assessment Information Taxable Value $208,422 $206,626 $204,590
Year 2016 2015 2014 School Board
Land Value $198,007 $163,894 $154,253 Exemption Value $25,000 $25,000 $25,000
Building Value $157,853 $159,022 $156,048 Taxable Value $233,422 $231,626 $229,590
XF Value $21,922 $15,519 $15,701 City
Market Value $377,782 $338,435 $326,002 Exemption Value $50,000 $50,000 $50,000
Assessed Value $258,422 $256,626 $254,590 Taxable Value $208,422 $206,626 $204,590
Regional
Benefits Information Exemption Value 1 $50,000 $50,000 $50,000
Benefit Type 2016 2015 2014 ITaxable,Value $208,4221 $206,626 $204,590
Save Our Homes Assessment
Cap Reduction $119,360 $81,809 $71,412 Sales Information
Homestead Exemption $25,000 $25,000 $25,000 Previous OR Book-
Sale Price PageQualification Description
Second Homestead Exemption $25,000 $25,000 $25,000
Note:Not all benefits are applicable to all Taxable Values(i.e.County, 06/15/2016 $100 30114-2420 Corrective,tax or QCD;min
School Board,City,Regional). consideration
06/18/2010 $100 27331-3252 Corrective,tax or QCD;min
Short Legal Description I consideration
36 52 41 PB 52-33 11/20/2009 $349,000 27095-1496 Qual by exam of deed
DUNNINGS MIAMI SHORES EXT NO 7 05/01/2002 $257,000 20442-3615 Sales which are qualified
LOT 14 BLK 215
LOT SIZE 75.000 X 123
OR 20442-3615 05 2002 1
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser
and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
http://www.miamidade.gov/propertysearch/ 7/21/2016
.s�°'9 Miami Shores Village
Building Department
+ � 10050 N.E.2nd Avenue
p R 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, A 33138
Re: Owner's Name: I C�5� h 7-�,/i7-/Ua a -
Property Address: 6--/ /®5< s
Roofing Permit Number:
Dear Building Official:
I 5 - !7 certify that I am not required to retrofit the roof to wall connections of my
building because:
�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.
o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions
of 1994 edition of the South Florida Building Code(1994 SFBC)
Signatur Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn,deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this day, f v
RV P`9(i
MARY L.LOZANO
Notary Public-State of Florida
,` 4 My Comm.Expires Jun 16,2018
Notary Public, Sate of Florida at Large;-� 9�F Commission #FF 105466
._ I9
When the just valuation of the structure for purpose of alorem tax on is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994
SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
• • • • • • • • •
ROOF ISEMBLIES AND ROOFTOP STRUCTURES
t
•
-� Florida BUgdfpgCV to SJE441on(244)•" o
:.• .:. .:• '.' JU 2016 1
High-Velocity Hurricanetone Uniform Permit Application Form.
Section A-tGeIjoI:4Vrpnl*i4) '.
Master Permit No. : : :..Process No. 1
Contractor's Name (?'/)Pw U J9 G 1
1
,lob Address-
1
ROOF CATEGORY 1
1
0"'i-ow Slope ❑ Mechanically fastened Tile I"MortarlAdhesive Set Tiles 1
❑ Asphaltic Shingles ❑ Metal PanellShingles ❑ Wood Shingles/Shakes 1
❑ Prescriptive BUR-RAS 150 1
ROOF TYPE 1
❑ New roof ❑ Repair ❑ Maintenance ErlReroofing ❑ Recovering 1
ROOF SYSTEM INFORMATION 1
Low Slope Roof Area(SF)_Z42_—'/ Steep Sloped Roof AREA(SSF)5 kZ-Total(SF)3.00P 1
r
1
Section B (Roof Plan) r
Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains.Include dimen-
sions of sections and levels,dearly identify dimensions of elevated pressure zones and location of parapets. i
1
1
M-L) i
d _, _
1
NF,
1 6°
ii •� 1
i� Imo; _ a
e' C 1
C •
� a 1
1
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FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37
Copyrlgbt to,or licensed by.ICC(ALL RIGHTS RESERVED);u=ssed by Eliezer Palacio on Jun&2015 10:32:12 AM pursuant to Licome
Agrwmwt No hu#w reproductions authorized
% .. . . . % .. .
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SECTION R4402.1% ' : :'-
HIGH VELOCITY HURRICANE ZONE$-h&QUIR90-OViNERS:kOii ICATION FOR ROOFING
CONSIDERATIONS
.. • . . •• •00 ••
R4402.13.1 Scope.As it pertains to the section,it ig 4hs reeponligiJ of roofing-.contractor to provide the owner
with the required roofing permit,and to explain to the o"die contentbf the Section.The provisions of Section
R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally,the following items should be addressed as part of the agreement between the owner ant the
contracto . h er's initial in the designated space indicates that the item has been explained.
1. Aesthetics•Workmanship:the workmanship provisions of Section R4402 are for the purpose of
iding that the roof system meets the wind resistance and water instruction performance standards.
esthetics(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues
such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of
the a reJmnt between the owner and the contractor.
2. / Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be
fled in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior
Teould
the existing roof system).
3. Common roofs:Common roofs are those which have no visible delineation between neighboring wnhouses,condominiums,etc.)In buildings with common roofs,the roofing contractor and/or
notify the occupants of adjacent units of roofing to be performed.
4. Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can
m below.The owner may wish to maintain the architectural appearance;therefore, roofing nail
f the underside of the decking may not be acceptable.This provides the option of maintaining the
apps
5. Ponding water:The current roof system and/or deck of the building may not drain well and may
se water to pond(accumulate)in low-lying areas of the roof.Pounding can be an indication of structural
tress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system.Pounding conditions may not be evident until the
origi I roofing system is removed. Pounding conditions should be corrected.
6. rerflow
Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not
ed froma buildup of water. Perimetededge wall or other roof extension may block this discharge if
scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in
/accordawith the requirements of Sections R4402,R4403 and R4413.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
e structure assembly(the building itself).The existing amount of attic ventilation shall not be
reduced.It may be beneficial to consider additional venting which can result in extending the service life of the
roof.
0 r/ gents Signature Date Contractor Signatf Date
Revised on 7/9/2009 LD
• • ••• • • • •••
• • • • • • • • • •
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ' ' ' '�' • •
• • ••• • • • • •••
Florida BuildirAd CCU45th UAW*I2C)14)-: ••
! High-Velocity Hurricane Zojle,Upiforfi P4MitAp01ic !o;Nrm.
1
! Section C(Law Slope Application) ••• 1b0; sWor/Wrkiln,'�ilaterial:
1 ... .. fJj s !
Fill in specific roof assembly components and identify . . .
! manufacturer • • • •
! (If a component is not used,identify as"NA") an D. •�'�.�•• 1
1 Fastener Spacing or Anchor/Base Sheet Attachment: !
System Manufacturer. A 1
1 Field:f—"oc @Lap,#Rows @-T--oc, 1
11
1 Product Approval No.: 14 I / 0• !�� Perimeter. " @Lap,#Rows @
1
! Design Wind Pressures,From RAS 128 or Calculations: Comer:-4--oc @ Lap,#Rows @--1-1-oc !
! Number of Fasteners Per Insulation Board: 1
1 P1: P2: - 71-7 P3: -/0 Y.0
1
1 � ' 1
Max.Design Pressure,from the specific product Field �-= Comer
i approval system: Illustrate Components Noted an e !
1 Deck: Woodblocking,Gutter,Edge Termination,Strippping, Flashing, '
1 Continuous Cleat,Cant Strip,Base Flashing,Counterflashing, !
' Type: ® Coping,Etc.
/ of Indicate: Mean Roof Height, Parapet Height, Height of Base !
1 GaugelThickness: / Flashing, Component Material, Material Thickness, Fastener 1
Type,Fastener Spacing or Submit Manufacturers Details that !
1 Slope: q Comply with RAS 111 and Chapter 16. !
!
Anchor/Base Sheet&No.of Ply(s):0,9if "S._ /3C�,SrG 1
! G 75 n�ru S•eq Site v 1
! Anchor/Base Sheet F stenerBonding Material:
/ FT. 1
i Insulation Base Layer.-Dole"-r-50 _ F/C7
01
/„ ��x } r(/¢`!�,Los y ParapetBase Insula#ion Size and Thickness: / Ta �r HeightBase Insula#ion Fasten r/Bandin M terialo7s �Top Insulation Layer: -T.�507� Q Ya Top Insulation Size and Thickness: fi " ,/ � Mean RoofTop Insulation Fastener/8ond�rg Materi�IS � Zc, Height
fi'fi' 1
11 .� " v L ,
Base Sheat(s)&No.of Ply(s): Cr y(r"// !
1
! Base Sheet Fast erBondin aterial / !
Ply Sheet(s)&No.of Ply(s):
1
! Ply Sheet FastenerBondi��pp Material:
f107 1 !
! �S/�h�l7 i
Top Ply:
1
1
16.38 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014)
Copyright to,or licensed by ICC(ALL RIGHTS RESERVED);ao=rd by Elie=Palacio on Jun 8,2015 1032:12 AM pursuant to Ucrosc
Agreement.No further reproductions authorized.
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MIAMI-DARE MIAMI-DADE COUNTY
PRggUCT CONTROL SECTION
••• •i • • •i •: •11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC kubUIICES TREj) • : � •Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION% : :.. .:. .i.T(¢!8)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
GAF .. .. ... ..
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1 Campus Drive 0 0 0 . 0 •
. .. .
Parsippany,NJ 07054 . . ' ' '
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SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami Dade County and other areas where allowed by the
Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product
Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)
reserve the right to have this product or material tested for quality assurance purposes.If this product or
material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing
and the AHJ may immediately revoke,modify,or suspend the use of such product or material within
their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade
County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building
Code including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF Ruberoid®Modified Bitumen Roof System for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state
and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an
endorsement of any product,for sales,advertising or any other purposes shall automatically terminate
this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 14-0611.01 and consists of pages 1 through 30.
The submitted documentation was reviewed by Jorge L.Acebo.
NOA No.: 14-1030.02
MAMMADE COUNTY Expiration Date: 11/06118
•o Approval Date: 11/05/15
Page I of 30
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ROOFING SYSTEM APPROVAL
Category: Roofing ••• ••
. . . . . .. .. .
Sub-Category: Modified Bitumen;
Material: APP/SBS •• •
Deck Type: Wood
Maximum Design Pressure: -75 psf. •• • • • •• :00 •'
. ... . . . . •. .
TRADE NAMES OF PRODUCTS MANUFACTVJiEp 9)1t4AB9=BVAPPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
Matrix' 102 SBS Membrane 5 gallons ASTM D3019 Fiber reinforced rubberized cold-applied
Adhesive adhesive for modified bitumen roof
systems.
GAFGLAS'475 39.37 ASTM D4601 Type 11 asphalt impregnated and coated
Base Sheet (I meter)Wide glass mat base sheet.
GAFGLAS®480 Ultima"'°Base 39.37" ASTM D4601 Type II asphalt impregnated and coated,
Sheet (I meter)Wide fiberglass base sheet.
GAFGLAS®FlexPly'6 39.37" ASTM 132178 Type VI asphalt impregnated glass felt
(I meter)Wide with asphalt coating.
GAFGLAS®Ply 4 39.37" ASTM 132178 Type IV asphalt impregnated glass felt
(I meter)Wide with asphalt coating.
GAFGLAS®Mineral Surfaced 39.37" ASTM D3909 Asphalt coated,glass fiber mat cap sheet
Cap Sheet (I meter)Wide surfaced with mineral granules.
GAFGLAS®EnergyCap' 39.37" ASTM D3909 Asphalt coated,glass fiber mat cap sheet
BUR Mineral Surface Cap (I meter)Wide surfaced with mineral granules with
Sheet factory applied EnergyCote7A1
GAFGLAS®Stratavent® 39.37" ASTM D4897 Fiberglass base sheet coated on both sides
Eliminator'Perforated (1 meter)Wide with asphalt. Surfaced on the bottom side
Venting Base Sheet with mineral granules embedded in
asphaltic coating with factory perforations.
GAFGLAS'Stratavent® 39.37" ASTM D4897 A nailable,fiberglass base sheet coated on
Eliminator"Perforated (l meter)Wide both sides with asphalt. Surfaced on the
Nailable Venting Base Sheet bottom side with mineral granules
embedded in asphaltic coating.
Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with
Heat-Weld' Smooth (l meter)Wide polymer-modified asphalt and smooth
surfaced.
Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with
Heat-Weld'Granule (I meter)Wide polymer-modified asphalt and surfaced
with mineral granules.
RoofMatch'm 107 sq.ft. ASTM D6164 Non-woven polyester mat coated with
SBS Modified Granular (9.9 m2) SBS polymer-modified asphalt and
surfaced with colored mineral granules.
Ruberoid®SBS 39.37" ASTM 136164 Non-woven polyester mat coated with fire
Heat-Weld' 170 FR (l meter)Wide retardant polymer-modified asphalt and
surfaced with mineral granules.
NOA No.: 14-1030.02
WMIAMMADECOUMTYM Expiration Date: 11/06/18
�FawyxfyjqsApproval Date: 11/05/15
Page 2 of 30
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Test Product
Product Dimensions Specific"tion0 �pescription
_
Ruberoid'20 l meter -OA D616;: *9,BS mo jific'4sphalt base sheet reinforce
(39.37")Wide •.• ; %. yah a glhs fibler mat.
Ruberoid'30 l meter ASTM D6163 Non-woven fiberglass mat coated with
(39.37")Wide 00 a 0 0 pplygV;modified asphalt and surfaced
•0 =vi:h luinetal granules.
Ruberoid'30 FR l meter AS7II2)blZ3: RonAvoven fiberglass mat coated with fire
(39.37")Wide 00 0 0 a retardant,polymer-modified asphalt and
surfaced with mineral granules.
Ruberoid'EnergyCap-30 FR I meter ASTM D6163 Non-woven fiberglass mat coated with fire
SBS Membrane (39.37')Wide retardant,polymer-modified asphalt and
surfaced with mineral granules and with
factory applied EnergyCote.
Ruberoid®Dual FR 39.37'(1 meter) ASTM D6162 Non-woven polyester and fiberglass mat
Wide coated with file retardant,polymer-
modified asphalt and surfaced with
mineral granules.
Topcoat®Elastomeric Roofing 1, 5 or 55 gallons ASTM D6083 An acrylic,water based elastomeric
Membrane membrane system designed to protect
various types of roofing surfaces.
Topcoat®MB Plus 5 or 55 gallons Proprietary Water based, low VOC primer used to
block asphalt bleed-through.
Topcoat' 5 gallons ASTM D6083 Solvent based sprayable thermoplastic
Surface Sea] 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,fire resistant fiberglass-
Fire-Resistant Roof Deck based underlayment.
Protection
NOA No.: 14-1030.02
MIAMFDADECOUNTY Expiration Date: 11/06/18
�Ijwyxszlvjl� Approval Date: 11/05/15
Page 4 of 30
. . •.• • . . •••
. . . . . . . . . .
. . ... . . . . ...
APPROVED INSULATIONS: fabl•• ..
0 0:
Product Name -P.M(�ct De$;jptibp .:. Manufacturer
(With Current NOA)
EnergyGuard'Polyiso Insulation PolyisocyWr4te�fbgn ii;411aypp .. GAF
•t•f•n• •q•a• n •
: 4EnergyGuard" RA Polyiso Insulation PolyisocyanVrae.opu1, i
GAF
•
•
00
EnergyGuard'RN Polyiso Insulation Polyisocyanurate foam insulation GAF
EnergyGuard'Perlite Recover Board Perlite recover board GAF
EnergyGuard'Perlite Roof Insulation Perlite roof board GAF
EnergyGuard'°"RA Composite Polyiso Polyisocyanurate/wood fiberboard GAF
Insulation or perlite composite
Structodek'High Density Fiber Board High density wood fiber Blue Ridge FiberBoard,Inc.
Securock®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-Tee'#12 Fastener Carbon steel fastener used Various GAF
in steel or wood decks.
2. Drill-Tec'414 Fastener Carbon steel fastener used Various GAF
in steel,wood or concrete
decks.
3. Drill-Tec'XHD Fastener Carbon steel extra heavy Various GAF
duty fastener used in steel
decks.
4. Drill-Tec'AccuTrac®Flat AZ-SS aluminized steel 3"x 3" GAF
Plate plate for use with Drill-
Tee'#12 Fastener,Drill-
Tec'#14 Fastener and
Drill-Tec'#15 Fastener.
5. Drill-Tee' ASAP 3S Drill-Tec'#12 fastener Various GAF
with Drill-Tec'3"
Standard Steel Plate.
6. Drill-Tec'AccuTrac® Galvalume Steel plate for 3"x 3" GAF
Recessed Plate use with Drill-Tec'
fasteners.
7. Drill-Tee'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.
NOA No.: 14-1030.02
QM1FDADEC NUTTY Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 5 of 30
. . ... . . . ...
.. .. .. ..
• . . . . . . . . .
• • ••• • • • • •••
APPROVED ASSEMBLIES
Membrane Type: SBS ••• . • •• .•
. . • .. •
. . • • . . . . ••
Deck Type 11: Wood,Insulated ••• : :.• .:• .:• •••
Deck Description: 19/32"or greater plywood or wood plank
System Type A(1): Anchor sheet mechanically f�dsteAdialt lay S of4�asu1•ation adhered with
.. . •
approved asphalt. . • . • • . • •
All General and System Limitations shall apply.
Fire Barrier: FireOut'Fire Barrier Coating,VersaShield'Fire-Resistant Roof Deck Protection
(optional) or Securock'Gypsum-Fiber Roof Board.
Anchor sheet: GAFGLAS9 480 Ultima'Base Sheet, GAFGLASI Stratavent"Eliminator''
Nailable Venting Base Sheet,Ruberoidg 20,Ruberoid'SBS Heat-Weld' Smooth
or Ruberoid'SBS Heat-Weld'25 base sheet mechanically fastened to deck as
described below.
Fastening GAFGLAS®Ply 4,GAFGLAS®F1exPly't'6,GAFGLAS®#75 Base Sheet or any
Options: of above anchor sheets attached to deck with approved annular ring shank nails
and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows
12" o.c. in the field.
(Maximum Design Pressure—45 psf. See General Limitation#7)
GAFGLAS®Ply 4, GAFGLAS®FlexPly'6,GAFGLAS®#75 Base Sheet or any
of above anchor 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-
Tee'AccuTrac®Flat Plate or Drill-Tec'AccuTrac®Recessed Plate installed 12"
o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced
approximately 12"o.c. in the field of the sheet.
(Maximum Design Pressure—45 psf.See General Limitation#7)
GAFGLAS®FlexPly"'6,GAFGLAS®#75 Base Sheet or any of above anchor
sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c.at the 4"lap staggered and in two rows 9" o.c.in the
field.
(Maximum Design Pressure—52.5 psf.See General Limitation#7)
GAFGLAS'#80 Ultima'°°Base Sheet,Ruberoid'20,Ruberoid'Mop Smooth base
sheet attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c.at the 4"lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure—60 psf.See General Limitation#7)
GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with
Drill-Tec'#12 Fastener,Drill-Tec'°'#14 Fastener or Drill-Tec'°'XHD Fastener
and Drill-Tec' 3"Steel Plate,Drill-Tec''AccuTrac®Flat Plate or Drill-Tec'
AccuTrac®Recessed Plate installed 12"o.c. in 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.: 14-1030.02
MIAMFDADECOUNTY Expiration Date: 11/06/18
�Fjwne• Approval Date: 11/05/15
Page 8 of 30
. . ... . . . ...
. . . . . . . . . .
• •
• • ••• • • • • •••
Fastening Any of above anchor sheets attached to deck approved annular ring shank nails
Options: and 3"inverted Drill-Tec''1nsujitjon pl4tes a4 a fastener spacing of 9" o.c.at the
(Continued) 4"lap staggered in two rots" ip thv flelll.•; . •: :.
(Maximum Design Pressw-e.—&psf.See Getleral LLdkt'mn#7)
000 000 see 0
GAFGLASI 475 Base Sheet or any of above anchor sheets attached to deck with
Drill-Tec'#12 Fastener,Drill.Ters'.#14.Fastenesor,Dri]J-Tec'XHD Fastener
and Drill-Tec''3"Steel Plate*4)r1eTe0*-;k;_jF1;Eg,Atil Plate or Drill-Tec'
AccuTrac'Recessed Plate in�s�zellc i 9"O•C ip ZCr(6§. jQ8e 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)
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft'
EnergyGuard"Polyiso Insulation,EnergyGuard'Polyiso RA Insulation,
EnergyGuardT"Polyiso RN Insulation,EnergyGuard71U RA Composite Polyiso Insulation
Minimum 1"thick N/A N/A
Structodek'High Density Fiber Board,EnergyGuard'Perlite Recover Board
Minimum 1/Z"thick N/A N/A
EnergyGuard"Perlite Roof Insulation
Minimum%11 thick N/A N/A
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt
within the EVT range and at a rate of 20-40 lbs./100 W. Please refer to Roofing Application
Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used
only as base layers with a second layer of approved top layer insulation installed as the final
membrane substrate. Composite insulation panels may be used as a top layer placed with the
polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS®Stratavent®
Eliminator Perforated Venting Base Sheet laid dry or a layer of EnergyGuard,Perlite Roof
Insulation or wood fiber overlay board on all polyisocyanurate applications.
Base Sheet: (Optional)Install one ply of GAFGLAS®#75 Base Sheet, GAFGLAS®#80
Ultima'Base Sheet,GAFGLAS'Ply 4,GAFGLAS FlexPly'6,GAFGLAS®
Stratavent®Eliminator Perforated Venting Base Sheet(laid dry),Ruberoid®Mop
Smooth,Ruberoid®20,Ruberoid®SBS Heat-Weld' Smooth or Ruberoid'SBS
Heat-Weld'25 directly over the top layer of insulation. Adhere with any
approved mopping asphalt applied within the EVT range and at a rate of 20-40
lbs./sq. (See General Limitation#4).
Ply Sheet: (Optiona])One or more plies GAFGLAS Ply 4, GAFGLAS'F1exPly'6,
GAFGLAS®480 Ultima Base Sheet,Ruberoid®Mop Smooth,Ruberoid®20
adhered in a full mopping of approved asphalt applied within the EVT range and
at a rate of 20-40 lbs./sq.
Membrane: One or more plies of Ruberoid'20,Ruberoid 30,Ruberoid EnergyCap`"30 FR
SBS Membrane,Ruberoid®30 FR,Ruberoid®Mop Smooth,Ruberoid®Mop 170
FR,Ruberoid'Mop Granule,RoofMatch'SBS Modified Granular,Ruberoid'
Mop Plus,Ruberoid®Mop FR or Ruberoid®Dual FR fully adhered in an approved
asphalt at an application rate of 25 lb./sq.f 15%.
NOA No.: 14-1030.02
MIAMI-DADEY Expiration Date: 11/06/18
•WApproval Date: 11/05/15
Page 9 of 30
. • ••• . . • ...
. . • . • • . . • .
. • •.• . . . • ••.
Surfacing: Optional on granular surfaced membranes; required for smooth membranes.
Chosen components must be 49plied wcording to manufacturer's application
instructions. All coatings n:ustoge aided within a** rttmt NOA.
• • . • •
1. Gravel or slag applied at 400lbs./sq. ar"30®915s./scrRtspdctively in a flood coat
of Approved asphalt at 60 lbs./sq.
2. GAFGLAS'Mineral Surfaced,Car Sh sot,�Tvi•Plyo Akli "al Surfaced Cap Sheet
or GAFGLAS'EnergyCap�"''VR�l jintr4 Sfagti Cap.Sheet adhered in a full
mopping of approved asphalt glpltec:vdlVn:hj 4NT raige and at a rate of 20-40
lbs./sq.
3. Topcoat'Membrane,Topcoat'MB Plus(to be used as a primer with Topcoat'
Membrane)or Topcoat'Surface Sea] SB applied at 1 to 1.5 gal./sq.
Maximum Design
Pressure: See Fastening Options
NOA No.: 14-1030.02
MIAMMADECOUNTY Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 10 of 30
• • • • • • • • • •
• • ••• • • • • •••
WOOD DECK SYSTEM LIMITATIONS:
I A slip sheet is required with GAFGLAS1 Ply*�aP4.iAF.(34�.Ae. Flexrby.&When used as a
mechanically fastened base or anchor sheet.; ; .' • .• ; ' : Ve
2. Minimum '/"DensDeck'Roof Board or 1/2"% p4X gyps ljwd isc:aeptiable to be installed
directly over the wood deck.
.. . . . •. ••• ..
GENERAL LIMITATIONS: • • • • • •
• ••• • • • • as •
I. Fire classification is not part of this acceptance;rpf*it$c:rV14provea Roofing Materials
Directory for fire ratings of this product. •• ' • • • • ••• ••
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt,panel size shall be 4'x 4'maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles,24" o.c.; or strip
mopped 8"ribbons in three rows,one at each side lap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"break shall be
placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum
design pressure of-45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field-tested,are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required,as determined by the
Building Official,a revised fastener spacing,prepared, signed and sealed by a Florida Registered
Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS l l 7.
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 corners and corners).
(When this limitation is specifically referred within this NOA,General Limitation#7 will not
be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 61G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 14-1030.02
MAMI-DADE COMFTYM Expiration Date: 11/06/18
�FnzlxfxjqlApproval Date: 11/05/15
Page 30 of 30
TGFU.Rl306-Roofing Systems Page 1 of 2
. . ... . . . ...
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See General Information for Roohno Systems • • • • • • • •
• • ••• • • • • •••
BUILDING MATERIALS CORP OF AMERICA,DBA GAF R1306
1361 ALPS RD • ••• • • • ••
WAYNE,N)07470 USA ._s. !!9 ... •• •
so
Q�"RubenoldrO 20"or"Ruberoid@ 20 Hl"'or'Ruberoid@ Modified Base Sheet"may be utilized as%n alternate to"�til"se sh1;#In. of the
llowing lassiflgttons.
�_ -
--- _--
/a-!n.thick(minimum)gypsum board or V,-In.thick(minimum)Georgia-Pacific Gypsum LLC"DenSI5ecl�CLap oojilbprd"••'Qe48 tk�fille®
Roofboard"or"DensDeck DuraGuard-Roofboard'may be used in any existing noncombustible dock coos.+p{hep t9rals dor1E,the resulting
roofing system is acceptable for use over combustible(15/32-in.thick minimum)roof decks.However,thNbult jAlnt!on the gypsum board and
Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard,""DensDeck Prlmetg Roofmard"or"DensD*oj D4alart.'koCfbiarci".;ape tp pllset a
minimum of 6-in.with the butt joints In the roof deck.If polystyrene Is part of the roof system,It must be placed below the overlayment board.
Multiple plies of'GAFGLAS@ Ply 4'or"Tri-Plyla Ply 4'or"Tri-Ply@ Ply 6"may be adhered to Georgia-Pacific Gypsum LLC"DensDeck @
Rocfboard,"'DensDeck Prime@ Roofboard"or'DensDeck DuraGuard'Roofboard"in hot roofing asphalt.
"EnergyGuard"Ultra"is an acceptable alternate to"EnergyGuard—RF"In any applicable Classification.
"GAF Stratavent@ Eliminator'"denting Ease Sheet(Nallable)"may be mechanically attached or hot mopped over noncombustible decks and as a
recover over existing roof systems.
"GAFGLAS@ Perilte insulation"may be utilized as a cover board over"EnergyGuard-RF'insulation in any of the following systems.
Unless otherwise indicated,the roof Insulation is mechanically fastened,adhered with hot mopping asphalt or UL Classified urethane insulation
adhesive.Polystyrene referenced In any of the following Classifications include"EnergyGuard-EPS Insulation".
Unless otherwise indicated,all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation
Instructions(excluding LRF Adhesive 0)In any applicable Non-Combustible Roof Deck Classifications.
References to glass fiber Insulation include"EnergyGuard Fiberglass Insulation'.
"EnergyGuard-Tapered"is an acceptable alternate to'EnergyGuarcr'in any applicable Classification.
-- HALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Type G2 asphalt glass mat base sheet("GAFGLASK Base Sheet"or'Tri-Ply®#75 Base Sheet",or"GAFGtAS®#BO ULTIMA')Is a suitable
alternate for Type G1 asphalt glass fiber ply sheet("GAFGLAS®Ply 4"or'Tri-Pty®Ply 4",or"GAFGLAS®Ply 6")in the Class A,B or C roof
s-stems Indicated below.
The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet"GAF Stratavent@ Eliminator—Venting Base
Sheet(Perforated)'or'GAF Stratavent@ Ellminatar—Venting Base Sheet(Nallable)"Perforated base sheets to be loose laid or fully adhered with
hot roofing asphalt and nailabie base sheets are to be mechanically attached granule side down.
As an option Type G2 asphalt glass mat base sheet('GAFGLAS@#75 Base Sheet'or'Tri-Ply®975 Base Sheet'or'GAFGLAS®#SD ULTIMA"or
'GAF Stratavent@ Eliminator-Venting Base Sheet(Nallable)'may be•substituted for Type G1 asphalt glass fiber ply sheet("GAFGLAS@ Ply 4"or
'Tri-Ply®Ply 4"or'GAFGLAS(D Ply 6")as the nailed base ply in the following systems.
Bottom ply or base sheet may be solid mopped,spot mopped or mechanically fastened.
Unless otherwise indicated,all Insulations may be hot mopped or mechanically fastened.
'GAFGLASO Flashing"or'Ruberoki®"may be used for Flashing in any of the Gass A,B or C systems listed below.
When'perltte"is referenced,this Includes"GAFTEMP PERMALITEW or any other UL Classified perilte insulation.
Crushed stone or stag are suitable alternates for gravel in any of the Gass A,B or C systems listed.
Structural cement fiber building units are considered suitable to be included as a deck in the following Class A,B or C systems listed over C-15/32
or NC.
The use of gypsum board under any of the following Class A,B or C systems does not adversely affect the rattng.The use of W-In.minimum thick
gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks.
The use of polystyrene Insulation board between minimum 8144-in.thick perilte board and deck with rosin paper(periite/rosin
paper/potystyrenelperlite)is a suitable alternate for poiylsocyanurate board In the following Class A,B or C systems.
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TGFU.R1306-Roofing Systems Page 2 of 2
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. . . . . . . . . .
"EnergyGuard'"RA"or'Tapered EnergyGuard'"RA"or"EnergyGuard'"Composite RA"may besubstit:ted lr a,;,4a%*Roofing Co&,.
polylsocyanurate insulation in any of the following Classifications. • • 000 • • • • 000
Trumbull"Perms Mop"may be utilized with any of the following"Asphalt Felt Systems with Hot Roofing Asphalt".
0 see
• • • • • •• •• •
"GAFGLAS®#60 Premium Base Sheet"may be used in any of the following systems. • • • • • • • • ••
"GAFGLAS@ Flex Ply 6"and'Tri-Ply@ Ultra-Flexible Ply 6"are suitable alternates to"GAFGLAS@ Ply 6". ••• 000 ••• •
"GAFTEMP Per»talite Recover Board"may be used in lieu of any perlite insulation in any of the foIIQgIng�Nr Cla! ificVgns.••• ••
Unless otherwise indlcated,any of the"Asphalt Felt Systems with Hot Roofing Asphalt"may be surfaced with iFireshieM MBN at 21h toxo-gal/100-
ft2. • • • • • • • • •
•• • • • • • ••• ••
"Ruberoid@ Dual Smooth"may be used as an alternate to"Ruberoid@ Mop Smooth"or"Ruberoid@ 20"or"Ruberoid@ 20 HT1
"Ruberoid@ Mop Smooth 1.5"may be used as an alternate to"Ruberoid@ Mop Smooth"
Class A,B and C
Hot roofing asphalt,for use with organic and glass felts or modified bitumen membranes.
"Ruberoid@ Heat Weld"SBS roofing membrane may be used in lieu of"Ruberold@ Mop"SBS products In any applicable Classification.
Class A
1.Decks C-15/32 Incline:3
Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanur-ate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness.
Ply Sheet:—Three or more plies Type G3 or"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6"hot mopped.
Surfacing:—Gravel.
2.Deck C-15/32 Incline:2
Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perilte/polyisoryanurate composite or periite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness.
Ply Sheet:—Three or more plies Type G1 or"GAFGLAS@ Ply 4"or'Tri-PIy@ Ply 4"or"GAFGLAS@ Ply 6".
Cap Sheets—One ply Type G3"GAFGLAS®Mineral Surfaced Cap Sheet"or"Tri-PIy®Mineral Surfaced Cap Sheet"or"GAFGLAS@
EnergyCap-BUR Mineral Surfaced Cap Sheet."
3.Deck:NC Incline:2
Ensulablon(Optional):—One or more layers perlite,wood fiber,glass fiber,polyisocyanurate,urethane,perllte/polyisocyanurate
composite,perlite/urethane composite,wood fiber/polyisocyanurate composite,phenolic,2-in.maximum.
Ply Sheet:—Two or more plies Type G1"GAFGLAS@ Ply 4","Tri-PIy®Ply 4"or"GAFGLAS@ Ply 6".
Cap Sheat-—One ply Type 63"GAFGLAS®Mineral Surfaced Cap Sheet"or'Tri-Ply(j)Mineral Surfaced Cap Sheet"or"GAFGLAS@
EnergyCap'"BUR Mineral Surfaced Cap Sheet."
NOIFQI Decks C-15/32 Incline:1
Slip Sheet(Optional):—Red rosin paper,nailed to deck.
Insulation(Option►):—Any thickness periite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with
OMG Inc."OlyBond Fastening System"or any UL Classified Insulation adhesive.
Base Sheet:—One ply Type G2"GAFGLAS@#75 Base Sheet"or"Tri-PIy®#75 Base Sheet°(may be nailed).
Ply Sheet:—One or more plies Type G3"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or GAFGLAS@ Ply 6".
Cap Sheet —One ply Type G3"GAFGLASO Mineral Surfaced Cap Sheet"or'Tri-PIy@ Mineral Surfaced Cap Sheet"or"GAFGLAS®
EnergyCap-BUR Mineral Surfaced Cap Sheet."
Surfacing(Optional):—'TOPCOAT®EnergyCote-"applied at a rate of 2-gal/100-f:2.
S.Deck:NC Incline:3
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. • ... . . . .••
.
00
jOCj AS.s Ell-IL iNDLOOFTOP STRUCTURES
• • see . • • • •••
Florida Building Code Sth Edkron ffl?4) .•. .. .: .00
r
0 00
High-Velocity Hurricane Zone Uniform Pgrtjit jkpplicalron Fprm 1
• . ..• •oo •oo • 1
Section D(Steep Sloped Roof System) 1
// . . •
:60 000
Roof System Manufacturer: U�'�e "' rYr U G�� .••• • •• 1
Notice of Acceptance Number: 15-- 060/.0 9 •• 001, •. .. 1
Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): 1
P1: —3%. ® P1: P1:
1
1
1
Deck Type: $���waaol
1
1
Type Underiaymen# 3o
Roof Slope: r
12 Insulation: /� r
— 1
1
Fre Barrier: L/7 1
Ridge Ventilation? Fastener Type&Spacing: I�5/w r
�s
r
Adhesive Type:
1
Type Cap Sheet: 1
�UYGr l d�sdd 1
�1
Mean Roof Height: /o Roof Covering: f�'_
Type&Size Drip —3./ Qom¢Z6 1
Edge:
1
FLORIDA BUILDING CODE—BUILDING,6th EDITION(2014) 15.39
Copyright to,or licensed by,10C(ALL R10HTS RESERVED);accessed by Eliezer Palacio on Jung.2015 10:32:12 AM pursuant to Uteric
Agieenent.No furdter reproductions authorized.
. . ... . . . ...
. . . . . . . . . .
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • • ••• • • •
e Florida Building Code 5th EditLp%(20'1;1) *00
•••
1
High-Velocity Hurricane Zone Uniform Permit Aj plication Form.
1
Section E(Tile Calculations) •• • .•
1 For Moment based the systems,choose either Method 1 or 2.Compare the values f0rV,*wl1h Mev uel from M*If the M,values
are greater than or equal to the Mr values,for each area of the roof,then the the ettachmelnt rnethad i5 meeptaNe.
1
1Method 1 "Moment Based Tile Calculations Per RAS 127" y
1 (P13`j/x XZC-X-"= Mg:'!�-64=M,.3.i< Product Approval M,
1
02a' -11 XL?-xx" = Mg:4.6 Z=.M"Y Product Approval M, 31 •3 �
1 (P3 x7�Z� _�_�-Mg.66Z=M,a / Product Approval M, 3 .
1 Method 2"Simplified Tile Calculations Per Table Below'
1 Required Moment of Resistance(M)From Table Below Product Approval M,
1 M,required Moment Resistance*
1 Mean Roof Height
1 Roof Slope 15' 20' 25' 30' 40'
1 2:12 34.4 36.5 38.2 39.7 42.2
1 3:12 32.2 34.4 36.0 37.4 39.8
1 4:12 30.4 32.2 33.8 35.1 37.3
1 5:12 28.4 30.1 31.6 32.8 34.9
1 6:12 26.4 28.D 29.4 30.5 32.4
1 7:12 24.4 25.9 27.1 28.2 30.0
1 'Must be used in conjunction with a fist of moment based tile systems endorsed by the Broward County Board of Rules and
1 Appeals.
1 For Uplift based file systems use Method 3.Compared the values for F with the values for Fr.N the F values are greater than or
equal to the Fr values,for each area of the roof,then the the attachment method is acceptable.
I
Method 3"Uplift Based Tile Calculations Per RAS 127"
1 (P1: x L = x w:= -W. x cos 0_=Fr, Product Approval F'
(P2: x L_= x w:=_)-W; x cos 9 =Fn_ Product Approval F
1 (P3:_x L_- x w:= )-W.-_x cos E)_=F, Product Approval F'
1
1 Where to Obtain Information
1 Description Symbol Where to find
Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre-
pared by PE based on ASCE 7
1 Mean Roof Height H Job Site
1 Roof Slope t3 Job Site
1 Aerodynamic Multiplier Product Approval
1 Restoring Moment due to Gravity MH Product Approval
1 Attachment Resistance M, Product Approval
Required Moment Resistance Me Calculated
1 Minimum Attachment Resistance F Product Approval
1 Required Uplift Resistance F, Calculated
1 Average Tile Weight W Product Approval
1 Tile Dimensions L =length W=width Product Approval
1 All calculations must be submitted to the building official at the time of permit application.
I
15.40 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014)
IN I]Lim I I I Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palaclo on Jun B,201510:32:12 AM pursuant M License
Agreement.No further rainoductions authmized.
••• . . • •••
. : . : .
��. 0:0 . . . . ...
f . MIAMI-DADE COUNTY
M1At+91= PIZODUCT CO•NQ'ROL SECTION
t •• • • : •:IJ 80:SW J6 Street.Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) : : : •• : Nliam.0,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION • • ••• •;1g786)94*2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
.. . . . •• ••• ••
Boral Roofing LLC. . ... . . . .' ' ' ' ' see.
7575 Irvine Center Drive,Suite 100 • • • • • . : •
Irvine,CA 92618 000
•• •
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: Madera 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#14-0416.09 and consists of pages 1 through 7.
The submitted documentation was reviewed by Gaspar J Rodriguez.
MWMaDADE COUNTY NOA No.: 15-0601.07
•VED1, Expiration Date: 09/15/19
JAPPRApproval Date: 10/15/15
Page I of 7
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ROOFING ASSEMBLY APPROVAL ••• ••
. . . . . .. .. .
. . . . . . . . ..
Category: Roofing •.
Sub-Category: Roofing Tiles ••• ••• ••• •
Material: Concrete
.. . . . .. ... ..
1. SCOPE •�• •� •
This approves a system using Madera 900 Concrete Roof Tile, manufactured*by $oral�o:.-Ant-LC, in Stockton,
CA, as described in this Notice of Acceptance. This NOA is for locations where the pressure requirements, as
determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in
compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall
be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Madera 900 Concrete L= 13.50" TAS 112 Flat,interlocking,high pressure extruded
Roof Tile W= 13.00" concrete roof tile equipped with two nail
'/2"thick holes. For direct deck or battened nail-
on,mortar or adhesive set applications.
Trim Pieces L=varies TAS 112 Accessory trim,concrete roof pieces for
W=varies use at hips,rakes,ridges and valley
varying thickness terminations. Manufactured for each tile
profile.
2.1. MANUFACTURING LOCATION
1. Stockton,CA
2.2. EVIDENCE SUBMITTED
Test Agency Test Identifier Test Name/Report Date
Redland Technologies 7161-03 Static Uplift Testing Dec. 1991
Appendix III PA 102&PA 102(A)
The Center for Applied 94-084 Static Uplift Testing May 1994
Engineering,Inc. PA 101 (Mortar Set)
The Center for Applied 94-060A Static Uplift Testing March, 1994
Engineering,Inc. PA 101 (Adhesive Set)
The Center for Applied 25-7094-2 Static Uplift Testing Oct. 1994
Engineering,Inc. PA 102
(4"Headlap,Nails,Direct Deck,New
Construction)
The Center for Applied 25-7094-8 Static Uplift Testing Oct. 1994
Engineering, Inc. PA 102
(4" Headlap,Nails,Battens)
NOA No.: 15-0601.07
Muuhapape Courrrr Expiration Date: 09/15/19
Approval Date: 10/15/15
Page 2 of 7
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The Center for Applied 25-7094-5 ;SjatiGUplift'Iostijig •; Oct. 1994
Engineering,Inc. PA 102
(4"Headlap,Nails,*f)irect Dec •
Recover/Reroof)
The Center for Applied 25-7183-6 St'dt1c:J1zi-4Ust1ti,g ;•' .•• Feb. 1995
Engineering,Inc. VA Ib2: •.
(2 Quik-Wive•Serews,Direc;Deck)
The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995
Engineering,Inc. PA 102
(2 Quik-Drive Screws,Battens)
The Center for Applied 25-7214-1 Static Uplift Testing March, 1995
Engineering,Inc. PA 102
(I Quik-Drive Screw,Direct Deck)
The Center for Applied 25-7214-5 Static Uplift Testing March, 1995
Engineering,Inc. PA 102
(1 Quik-Drive Screw,Battens)
Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991
Appendix II PA 108(Nail-On)
Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994
1994 PA 108(Nail-On)
Redland Technologies P0631-01 Wind Tunnel Testing July 1994
PA 108 (Mortar Set)
Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993
screw vs. smooth shank nails
The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994
Engineering,Inc. Test#MDC-77 PA 100
Atlanta Testing&Engineering,Inc. R1.894 Physical Properties Aug. 1994
R2.894 PA 112
R3.894
Professional Service Industries, 395-40011-1 Physical Properties February 2004
Inc. PA 112
Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998
Service 5201114 PA 101
Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999
Service PA 101
Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 2004
Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996
Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996
Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996
25-7804b-8
25-7804-4&5
25-7848-6
Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995
Walker Engineering,Inc. Evaluation Calculations Restoring Moment,Mg March 2004
Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999
Nutting Engineers 13343.1 TAS 112 05/06/08
American Test Lab of South RT0130.05-14 TAS 112 02/05/14
Florida
NOA No.:15-0601.07
MIAMPDADE COUNTY Expiration Date: 09/15/19
Approval Date: 10/15/15
Page 3 of 7
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3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field gpf ifttest shil9•be jerfonrni d i'accordance with
TAS 106. • • 000
•• '•' "' •
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 shaW he subrrittedtt�
o• he Miemi-Dade Product
Control office for review. Oil
••• ' • • • '• •
3.4 Minimum underlayment shall be in compliance with the aplaUeaH:e:?,deilnA Ap;Urat Q?ts 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
applicable building code.
3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 61 G20-3 of the Florida Administrative Code.
4. INSTALLATION
4.1 Madera 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing
Application Standard RAS 118,RAS 119,and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight(W) and Dimensions (I x w)
Tile Profile Weight-W(lbf) Length-1 (ft) Width-w(ft)
Madera 900 Concrete Roof Tile 1 8.64 1 1.125 1.08
Table 2: Aerodynamic Multipliers -X(ft3)
Tile X(ft3) (ft3)
Profile Batten Application Direct Deck Application
Madera 900 Concrete Roof Tile 0.185 0.200
Table 3: Restoring Moments due to Gravity-Mg (ft-lbf)
Tile
Profile 2:12 3:12 4:12 5:12 6:12 7:12 or greater
Madera 900 Batten Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
Concrete s Deck Deck Deck Deck Deck Deck
Roof Tile N/A N/A 1 4.62 4.62 4.55 1 4.55 4.55 4.45 4.34 4.34 1 4.23 4.23
NOA No.: 15-0601.07
APPROVED MIAMF�DHCo�/NTY Expiration Date: 09/15/19
Approval Date: 10/15/15
Page 4 of 7
. . . . . . . . . .
Table 4: Attachment Resistance Expressed as a.Momept- pAf(ft-14f) ..
for Mechanically Attached I Y.6 p ns• •90 .
Tile Fastener Type Direct Dee • ••• d3irect cc Battens
Profile (min 15132" plywood) (min. 19132"
•. . . ..P.W. ood).
Madera 900 2-10d Ring Shank Nails 30.9 g8.1 17.2
Concrete Roof Tile 1-10d Smooth or Screw 7.3 4.9
Shank Nail
2-10d Smooth or Screw 14.0 18.8 7.4
Shank Nails
1 #8 Screw 30.8 30.8 18.2
2#8 Screw 51.7 51.7 24.4
1-10d Smooth or Screw 24.3 24.3 24.2
Shank Nail Field Clip)
1-10d Smooth or Screw 19.0 19.0 22.1
Shank Nail Eave Clip)
2-10d Smooth or Screw 35.5 35.5 34.8
Shank Nails Field Clip)
2-10d Smooth or Screw 31.9 31.9 32.2
Shank Nails Eave Clip)
2-10d Ring Shank Nails ' 50.3 65.5 48.3
1 Installation with a 4"tile headlap and fasteners are located a min. of 2%"from head of tile.
Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf)
for Two Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Madera 900 Concrete Roof Tile Adhesive 2 31.33
2 See manufacturer's component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 13.9 grams.
3M' 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Single Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Madera 900 Concrete 3M'° 2-Component Foam Roof Tile Adhesive AH-160 118.94
Roof Tile 3M'" 2-Component Foam Roof Tile Adhesive AH-160 40.4 5
4 Large paddy placement of 45 grams of 3M'" 2-Component Foam Roof Tile Adhesive AH-160.
5 Medium paddy placement of 24 grams of 3M' 2-Component Foam Roof Tile Adhesive AH-160.
NOA No.: 15-0601.07
MIAMMADE COUNTY Expiration Date: 09/15/19
Approval Date: 10/15/15
Page 5 of 7
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Table 7: Attachment Resistance Expressed as a.Moment.- Mf(ft-lbf).
for Mortar Set Systems
Tile Tile "" "' AttaChibent
Profile Application Resistance
Madera 900 Concrete Roof Tile Mortar Set 6 :.' ;. 43.9
6 Seespecific mortar manufacturer's Notice of Acceptance8 mus so
. . . . • .
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or
following statement: "Miami-Dade County Product Control Approved".
BORAL ROOFING LLC MADERA 900 CONCRETE ROOF TILE(STOCKTON,CA)
(LOCATED ON UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS
As required by the Building Official or the applicable Building Code in order to properly evaluate the
installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit.
NOA No.: 15-0601.07
MIAMhDADHCOUNTY Expiration Date: 09/15/19
Approval Date: 10/15/15
Page 6 of 7
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PROFILEDRAWINQR. ••; •; •; •••
. . . . . . . . ..
. . . .
. . ... ... ... .
Nail Holes .. . . .. ... ..
. ... . . :.6
.. .
.. . . 0.11 . . ... ..
tel.;.i,`�•�.,, �� -.,`"i•..+`„•+ � •„�
13.5 ��� •• `�: 1311
'�.
MADERA 900 CONCRETE ROOF TILE(STOCKTON,CA)
END OF THIS ACCEPTANCE
NOA No.: 15-0601.07
MIAM4DADE COUNTY Expiration Date: 09/15/19
Approval Date: 10/15/15
Page 7 of 7
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MIAMI-DADE COUNTY
1~IAM ••• PRODUCT COWROL SECTION
e e t�------`�"' i i •' • • i ': 4184 SWC e6 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) : : : • : 4ian:,torida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION ' ' "' of(786131S-2A0 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) iNii-i•.miamidade.soy/econoniI
.. . . . .. ... ..
3M Company :•: :•
3M Center Building 0220-05-E-06 •
•• • • • • • ••• ••
St.Paul,MN.55144-1000
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: 3Mrm 2-Component Foam Roof Tile Adhesive AH-160
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA 13-0502.02 and consists of pages I through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 14-0805.01
MIAMFDAD;COUNTY Expiration Date: 05/10/17
4,1W Approval Date:09/04/14
Page I of 11
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ROOFING COMPONENT APPROVAL:
. . . . . .. .. .
Category: Roofing ••
Sub Category: Roof tile adhesive •
Materials: Polyurethane
.. . . . .. ... ..
SCOPE: •
. ... . . . . .. .
This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as.ffiatufac%fedb;ZLCouipany as
described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by
applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing
Application Standard RAS 127. For use with approved flat, low,and high profile roof tile systems using 2-Component
Foam Roof Tile Adhesive AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive
Foam Roof Tile Adhesive
AH-160
Foam Dispenser N/A Dispensing Equipment
RTF1000
ProPack®30& 100 N/A Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment
resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball,TX.
PHYSICAL PROPERTIES:
Property Test Results
Density ASTM D 1622 1.6 lbs./ft.'
Compressive Strength ASTM D 1621 18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength ASTM D 1623 28 PSI Parallel to rise
Water Absorption ASTM D 2127 0.08 Lbs./Ft2
Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch
Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks
+6.0%Volume Change @158T., 100%Humidity,2
weeks
Closed Cell Content ASTM D 2856 86%
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
MIAMMADE COUNTY NOA No.: 14-0805.0]
Expiration Date: -0805.0 1
Approval Date:09/04/14
Page 2 of l 1
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EVIDENCE SUBMITTED: • • "' • •'
• • •• • •
00
• • • • • • • • ••
Test Agency Test Identifier :Test;Name/geyort : Date
Center for Applied Engineering #94-060 TAS 101 04/08/94
257818-1 PA *•T64$10J •• ••• •• 12/16/96
25-7438-3 '.SS's"1 VV ; ;. 0. 10/25/95
25-7438-4 ' ' ' ' ' '
25-7438-7 0 7SSM 11-093 *0' so 11/02/95
25-7492 SSTD 11-93 12/12/95
Miles Laboratories NB-589-631 ASTM D 1623 02/01/94
Polymers Division
Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93
Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94
01-6739-062b[l] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96-1 TAS 114 03/14/96
P36700.04.12 ASTM D 1623 04/18/12
P39740.02.12 TAS 101 02/21/12
TAS 123
Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98
528454-9-1
528454-10-1
520109-1 TAS 101 12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1 TAS 101 03/02/99
520109-2-1
LIMITATIONS:
1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating.
2. 3M'M 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of 3M' 2-Component Foam Roof Tile Adhesive AH-
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
NOA No.: 14-0805.01
MIAMJAPPR C�1 Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 3 of l l
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0%
INSTALLATION: . . . .0 0: 0 .
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1. 3MTM 2-Component Foam Roof Tile Adhesive AH-1 60 may be used with any goof;le asse6ly�l1ving a current
NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-
160.
.. . . . .. ... ..
2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be ap�Zed Sn$ob lZil*n'*$pith the Component
Application section and the corresponding Placement Details noted he;eM.:T�ieroMila assembly's adhesive
attachment with the use of 3MTM 2-Component Foam Roof Tile Advesive AHI 60 shalrrovile sufficient
attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County
Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA.
3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH-
160 Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company.3M
Company shall supply a list of approved applicators to the authority having jurisdiction.
5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive.
The mix ratio between the"A" component and the"B"component shall be maintained between 1.0-1.15(A): 1.0
(B).
6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTFI000 or
ProPack&30& 100 dispensing equipment only.
7. 3MTM 2-Component Foam Roof Tile Adhesive AH-l60 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive.Tile must be set within l to 2 minutes after 3MTM 2-
Component Foam Roof Tile Adhesive AH-160 has been dispensed.
9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in
accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted
herein.
NOA No.: 14-0805.01
QMIAMHADECOUNTY Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 4 of l 1
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Table 1: Adhesive Placement For Each OgnCAC Tile,Pj-of4e .; ."
Tile Profile Placement Detail Minimutu Paddy dont& M�niniuin Paddy Gram
Area Weight
Eave Course-Flat,Low,High All Eave Course 17-ZS9q:idch�e's. 45-65
Profiles ... . . . .
Flat,Low,High Profiles #1 : 0 166 00 45-65
Flat Profile 42 10-12 sq. inches 30
Low Profile #2 12-14 sq. inches 30
High Profile #2 17-19 sq. inches 30
Flat,Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy
head of tile 9-11 sq. inches at
overlap
Two-Piece Barrel (Cap Tile) Two Piece 2 Beads(l each longitudinal 17 grams per bead
edge)20-25 sq. inches each
bead
Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan
LABELING:
All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami-
Dade County Product Control Seal as shown below.
MIAMMADE COUNTY
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
MIQMFDADE COUNTY
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date:09/04/14
Page 5 of 11
• . ... . . . ..•
. . . . . • . . . .
. . ... . . . . .•.
ADHESIVE PLACEMENT DETAIL# 1 ••
eAti d.rev�k Mastic tcssard OlAtim Paddg[Evacoh TW FlaUUvZPrafib?Tile• i • ••
1. Starting at the eave course,apply a minimum 2"
(50.8 rpgn).x j 0".(25..mn�•)j 1"•(;5.4 mm)foam
paddl pnA Ae:4eglapnUt pb6sitioned as shown,
under the str®n$theniri$rib closest to the overlock
of the the;emg set.
2. Continue in same manner.Insure approximately 17
_3r (109.7 cm2)—23 (148.4 cm2)square inch adhesive
contact with the underside of the tile.
Euroa�rbnui�_ -:�;cix�`d r-•�' �'.•
Nall tnraacgh piasik cenrcrrt
Medium Profile/ Double Pan Tile
4wh+en mwired)
l. Starting at the eave course,apply a minimum 2"
50.8 mm x 10" 254 mm x 1" 25.4 mm foam
paddy onto the underlayment positioned as shown
;- .` : r• under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner.Insure approximately 17
l 09.7cm2 —23 148.4 cm2 square inch adhesive
.—�R-�- ;a,�"•,,,.�,_. •��,ti,+;i �� contact with the underside of the tile.
+ ,tHigh Profile/Single Pan Tile
l. Starting at the eave course,apply a minimum 2"
(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
aa.', • overlock of the tile being set.
fystterue tip =` `'f'tc 2. Continue in same manner.Insure approximately 17
(109.7 cm)—23 (148.4 cm)square inch adhesive
contact with the underside of the tile.
�__
�r
10 he= in` ,-•� e.t �.ti Erc d®mvre
NOA No.: 14-0805.01
MwMJ•n1�De :
JAPPROVE Expiration Date: 05/10/17
Approval Date:09/04/14
Page 6 of 11
• . ••• • • . .•.
• • • ••• •
. • ... . . . . ...
ADHESIVE PLACEMENT DETAIL#2
• • • • • •• •• •
(WfWnu
reqh�Yt4iei4fnNd Rld9 fE .wth r�.9 • • • • • i • i i••
� .,� ,_1 f, r Flat/LovCPTofile Till. ,
1. Starting at the eave course,apply a minimum 2 (50.8
mm)x lIV'QSJnjMj);*' (VA rpm)foam paddy
onto the t3gdCM"ept DpSit0hed 4shown under the
strengthen►?ng rl)Ef l'h4tile 4WeVA the overlock of
the tile being set.Insure approximately 17(109.7 cmz)
—23 (148.4 cm)square inch adhesive contact with the
Coup" rte-�`� ti. =` underside of the tile.
2. At the second course,apply a minimum 2"(50.8mm)
x 7"(177.8 mm)x l"(25.4 mm)foam paddy onto the
v4 .a
>. X underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
3. Continue in same manner.Insure approximately 10"
(64.5 cm2)- 12(77.4 cm2)square inch adhesive
contact with the underside of the tile.
Nail h plawk C"Mat Medium Profile/Double Pan Tile
Paddy Omtathltitay I. Starting at the eave course,apply a minimum 2"(50.8
mm)x 10"(254 mm)x I"(25.4 mm)foam paddy
onto the underlayment positioned as shown under the
`tet pan portion of the tile closest to the overlock of the
i * ` ! ;-__ the being set. Insure approximately 17(l 09.7 cm2)—
s�n r- �- �: 23 (148.4 cm2)square inch adhesive contact with the
., underside of the tile.
2. At the second course,apply a minimum 2"(50.8mm)
( 77.8 mm)x l (25.4 mm)foam paddy onto the
R .- E•»rcts,�wr underlayment positioned as shown under the pan
�,,,, , _ ,�}• ,_ass:. portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner.Insure approximately 12"
(77.4 cm2)- 14(90.3 cm2)square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 14-0805.01
Mu�Mtin�weCout�7�r Expiration Date: 05/10/17
Approval Date:09/04/14
Page 7 of 11
• • ••• . • • ••i
• • • • • • • • • •
ADHESIVE PLACEMENT DETAIL#2 (CONTINUED)
. . . . . i. .. •
kha
. . . i • i . . ..
Qb ct. Hi h Profile/sin le;;%T le •e i ••i
(Whcmrrgmlred+ ' L`'`t� WddFIHPn�,ihTiln. g g
1. Starting atiffie e&vejcou=Fe,any a"inimum 2"(50.8
mm)x N'(%4n1n;x:l':(=4 nlv►�foam paddy
onto the ji d4;I j e;t po sit;)n a d as-shown under the
00
pan portion of the tile closest to the overlock of the
z
t the being set. Insure approximately 17(109.7 cm )—
�'' 23 (148.4 cm)square inch adhesive contact with the
�i
aan.m• '�' '- � underside of the tile.
2. At the second course apply a minimum 2"(50.8mm)
+* Easf c•usr �`' ' '" F•tee x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
- � "�-:.�- <> F"�'� �•+ underlayment positioned as shown under the pan
E • portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 17"
(109.7 cm)- 19(122.6 cm)square inch adhesive
contact with the underside of the tile.
NOA No.: 14-0805.01
MIAM14DADE COUNW Expiration Date: 05/10/17
14 Approval Date:09/04/14
Page 8 of 11
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% .. .. % ..
. . . .
. .. . . . .
.. .
. . ... . . . . ...
ADHESIVE PLACEMEN'D.V.TAILit 3
. . . . . . .. .. .
. . . . . . . . ..
twi ftauegh plastic ce:mem Paddy[between t$es9 i
(wtwnreyubed) f..iOn the earue• •cole ono;,-apply a minimum 2" (50.8
eattenso ° mm)x 10" (254 mm)x I" (25.4 mm)foam paddy
ya tllei Qlgto the u11derJVmg"po44ioned as shown,under
0 'the s�ttdngthlntngribifor11at tile or under the pan
CM top addle .''
r =-' portion of tlae fto for low o;high profile tile closest
a:ate oto the overlock otthe the dieing set.Leave
„ ►` ,�' •, -�-'`- approximately 4" (10 1.6 mm)up from the eave
sh4epaady ``- - '-,, edge free of foam to prevent the expanded adhesive
2=$ftL ` '�=' from blocking the weep holes. Insure
approximately 17-23 in (109.7-148.4 cmZ)of
�g t� f'rr adhesive contact with the underside of the tile
21n
rma'e`iesm 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x I" (25.4
mm)foam paddy onto the underlayment just below
Rat/Low PmM@Tlle the second course line positioned foam paddy
under the strengthening rib for flat tile,or under the
Na ftGuoplastleaeaent Shg9epeddyundeame pan portion of the tile,closest to the underlock for
twhen req%&e4
paddytbetweentuesb the second course the to be installed. Insure
approximately 8-9 inZ(51.6-58.1 cmZ)of adhesive
Battens 1 Paddytuud"titei contact with the underside of the tile.
on"P�� (Instructions continued on next page)
.x_410.
�ia 3x41o.`�,
an sy
10� 21ta
Ears Closure
Eave Couase Fascia
Medium PCoflleTlae
NOA No.: 14-0805.01
QMMMMNDAD�COUMY Expiration Date: 05/10/17
IM Approval Date:09/04/14
Page 9 of 11
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. . . . . . . . . .
. . ... . . . . ...
ADHESIVE PLACEMENT DETAIL#3 (CONTINUED)
. . . . . .. .. .
. . . . . . . . %
Nall ftoughplasdc Slagle paddy under • • • • • • • •
i � �) 3 Also apply a 2s'• 50.8 mm)x 4" (]01.6 mm)x 3/a"
Paddy(be'tmeead(s) (19 mm)paddy on top of the eave course tile
Bain .Sdrf'jc4 as Sboj�% cjffbpaf the strengthening rib
Paddy(undertAe)
for Mttlk Sr @41o'of the fan portion of the tile,
•efosesi to the unJe4@@k of the first course of tile.
rsinkan Install second course of tile. Insure approximately
4x41n. -, 9(58.1 cm2)- 11 (71cm2)square inch adhesive
>, contact with the underside of the tile at the overlap
z=am. ~ ' and 7(45.2 cm2)-9(58.1 cm2)square inch
tomp:91tne *, .* adhesive contact with the underside of the tile at
the head of the tile.Continue in same manner.
Ewe Come
Weephok
tom Z&+ Earedowre
p edge
High Pr®flleTile
NOA No.: 14-0805.01
MIAMFDADE COUNTY Expiration Date: 05/10/17
JAPPROVEDI Approval Date: 09/04/14
Page 10 of l l
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ADHESIVE PLACEMENT DETAIL
TWO PIECE B:)¢RF)E, ••; •; •;
. . ... ... ... .
Two Piece Barrel(Cap and Pan)Tile
1)Place en adhesive to achieve 6s to 70 in. Steep its applications 1'••S n att�leea0.course,apply a minimum 2"
sa. eeP P aPP •:(:900.
$rn•j if 0"1254 mtrl)x 1"(25.4 mm)foam
in contact with the pan tile. (when required)
2)Tum covers upside down.Place adhesive In •• p8dd'y onto theulidCrI llment positioned as
to t In.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave
Then Install the tile.Ensure 20 to
25 sq.ln.contact area. ,y° tiles from rocking until adhesive has a chance to
IUnderiayment cure.
s 2. Continue in same manner bringing two pan
courses up toward the ridge.Insure
approximately 65 (419.4 cm2)—70(451.6 cm2)
��-
square inch adhesive contact with the underside
~"i Sheathingof the pan tile.
Eaveclosure `'�'r'
(motarSham) 3. Turn covers upside down exposing the underside
Weephole Fascia Board of the tile.Apply a minimum 1"(25.4 mm)x 10"
(254 mm)bead of adhesive directly on the inner
Remora top portion of the save course corer tile.Abut to second course of edge of each side of the cover tile.Leave
pan dles.Ensure eave end of part and cover tiles are flush at eave line. approximately 3/4"(19 mm)to 1"(25.4 mm)
Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of
foam to allow for expansion.
4. Turn cover tile over after foam is applied and
place onto pan tile course.Insure a minimum of
20(129 cm2)-25 (161.3 cm2)square inch
contact area on each side of the cover tile to the
pan tile. Continue in same manner. Trim away
any cured exposed foam adhesive.Pointing of
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required,2"(50.8
mm)x 4"(101.6 mm)nailers or the tie wire
system using galvanized, stainless steel,or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
NOA No.: 14-0805.01
MIAMIFDADE COUNTY Expiration Date: 05/10/17
Approval Date:09/04/14
Page 1] of 11
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a % •• • • • % •• •
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• • ••• • • • • •••
MIAMhDADE
•'• "; •'• •: •: •'•MIAMI-DADE COUNTY
9RODIWT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(Rek): • . • .:• 'I j 905 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
•'• ; ••• ;•. ;•• •b'h,w.miamidade.gov/cconomy
NOTICE OF ACCEPTANCE (NOA) •.,
Boral Roofing LLC. •
.. . . . . . ... ..
7575 Irvine Center Drive,Suite 100
Irvine,CA 92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this
product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: BORAL TileSeal
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#12-1219.01 and consists of pages 1 through 4.
The submitted documentation was reviewed by Juan E. Collao,R.A.
NOA No.: 13-1113.05
MIAMI RADE COUNTY
Expiration Date: 07/31/17
Approval Date: 03/13/14
Page 1 of 4
% •• • • • % •• •
• • • • • • • • • •
• • ••• • • • • •••
ROOFING COMPONENT APPROVAL • •• •• •
. . . . . . . . ..
Category Roofing
Sub-Category: Underlayment
Material: SBS •• •• :00 ••
• ••• • • • • •• •
PRODUCTS DESCRIPTION: • •
•• • • • • • ••• ••
Test Product
Product Dimensions Specification Description
BORAL TileSeal 36"x 36' rolls TAS 103 SBS self-adhering asphalt sheet material with a
36"x 72' rolls ASTM D 1970 white glass re-enforced polyester surfacing fabric;
for use as an underlayment in sloped roof
assemblies.
MANUFACTURING LOCATION:
1. Brentwood,NH
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02
IRT-Arcon,Inc. 02-012 TAS 103 02/28/02
PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 04/01/02
PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114(H) 07/30/02
PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G 155 08/08/07
Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM G 155 05/01/08
NEI-076-02-01 TAS 103/ASTM D4798 02/14/11
NEI-034-02-02 ASTM D 1970 01/29/13
NOA No.: 13-1113.05
Mu►MaDADBCOUNTY Expiration Date: 07/31/17
Approval Date: 03/13/14
Page 2 of 4
•• •• • • • •• •• •
• • • • • • • • • •
• • ••• • • • • •••
i
APPROVED ASSEMBLIES: : .• •: •: :.
Deck Type 1: Wood,non-insulated • :00 ••• 0:0 •
Deck Description: 15/32" or greater plywood or wood plank .. • .. *00
..
. •.. . . . . •. .
System E(1): Anchor sheet mechanically fastened deck,nW;b> Ptoerid; ;•• ••'
Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626 with a minimum 4"head lap and a
6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and
two staggered rows 12" o.c.the field of the roll.
Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3"head lap and minimum
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 roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps
without black selvage area shall be sealed under lap using an SBS modified mastic.
Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to
deck with approved annular ring shank nails and tin caps at a maximum 6"o.c. at the side laps.
No nails or tin caps shall be exposed.
Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanically Fastened Roof Tile,
Metal Roofing,Wood Shake&Shingles,and Asphaltic Shingle assemblies.
NOA No.: 13-1113.05
CMLAMI=-DMADECOUNW Expiration Date: 07/31/]7
Approval Date: 03/13/14
Page 3 of 4
• • • • • • • • • •
• • ••• • • • • •••
r
LIMITATIONS: •'• ": •'• •: •: •"
1. Fire classification is not part of this acceptance. '.' : %* •:• •:• '•'
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code. BORAL TileSeal underlayment shap•bq igst4led•Ln strlq cQilipliance with applicable
Building Code. '• :•: : : : : :• '•
3. BORAL TileSeal underlayment shall be applied to a smooth,fir ani dry's4fa�c;yvjth.4;ck free of irregularities.
4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be
applied over a roofing Base/Anchor sheet underlayment.
5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of
application.
6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly
to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12".
7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products.
8. Tiles shall be stored on battens on roof pitches greater than 6:12".
9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing
BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL
TileSeal underlayment 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.
10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep
the deck thoroughly to remove any dust and debris prior to application.
11. 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. For ridge applications, center the membrane and roll from the center
outward in both directions.
12. Roll or broom the entire membrane surface so as to have 100%contact with the surface,giving special attention to
overlap areas.
13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance and applicable Building Code.
14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed
in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment
shall be applied over the underlayment,and sealed using an SBS modified mastic.
15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
16. 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
MIAM140ADE COUNTY
END OF THIS ACCEPTANCE
NOA No.: 13-1113.05
MMMDADE COUMM Expiration Date: 07/31/17
Approval Date: 03/13/14
Page 4 of 4