RF-17-1199 Inspection'Worksheet
i Miami Shores Village
10060 N.E.2nd Avenue Miami Shores,FL
Phone: (305)796-2204 Fax: (305)7664972
Inspection Number: INSP-281775 I ermitNumber: RF-5-17-1199
fY W IYi
Scheduled Inspection Date: March 06,2018 Permit Type: Roof
Inspector:Alvarez,Manny Angel
Inspection fype: Final Roof
Owner: BOLTON,JOHN AND JENNIFER Werk Classification: Flat
Job Address:11202 NE 101 Street
Miami Shores,FL Phone dumber (305)754-2136
Parcel Number 1132 50 10030
Project: <NONE>
Contractor: CHERRY ROOFING ENTERPRISES INC Phone:(954)963-2741
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Building Department Comments
REROOF FLAT trrfractio Pais €nants
INSPECTOR COMMENTS False
#or Comments
Passed
Failed
Correction
Needed
Re-Inspection
Fee u
No Additional InWetions,can be scheduled until
t
re-inspectionlee is paid.
l
I March 05,2018
For Inspect ions please,call (306)762.4949 Page 4 of 39
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Permit NO. RF-5-17-1199
Miami Shores Village Permit type:Roof
.. 10050 N.E.2nd Avenue NE
r�11)I_ ,..." Perlill Work Classification:Flat
Miami Shores,FL 33138-0000 Permit Status:APPROVED
Phone: (305)795 2204
FLORIOp`
issue cats:5/212047 Expiration: 10/2912017
Project Address Parcel NumberApplicant
1202 NE 101 Street 1132050210030
Miami Shores, FL Block: Lot: JOHN AND JENNIFER BOLTON
Owner Information Address Phone Cell
JOHN AND JENNIFER BOLTON 1202 NE 101 ST (305)754-2136
MIAMI SHORES FL 33138
Contractor(s) Phone Cell Phone
CHERRY ROOFING ENTERPRISES INI 954 963-2741 Valuation: $ 4,700.00
( ) (954)658 9878
Total Sq Feet: 150
Type of Work:Re Roof Available Inspections:
Additional Info:REROOF FLAT Inspection Type:
Classification:Residential Tin Cap
Scanning:3 Final Roof
Roof in Progress
Renailing Affidavit
Review Roof
ti
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
Bond Type-Contractors Bond $500.00 Invoice# RF-5-17-63875
CCF $3.00
DBPR Fee $3.75 05/02/2017 Check#: 1304 $724.50 $50.00
DCA Fee $3.75 05/02/2017 Check#:2430 $50.00 $0.00
Education Surcharge $1.00 Bond#:3390
Permit Fee-New Roof $250.00
Scanning Fee $9.00
Technology Fee $4.00
Total: $774.50
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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
i pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
i accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated.
`yK4M_ aw" May 02, 2017
Authorized Signature:Owner / Applicant / Contractor / Agent Date
\i Building Department Copy
May 02, 2017 1
e G
i
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I
1
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1
i
RECrTVP-]j
Miami Shores Village RECEIVED
Y 0 2 2017
Building Department
BY:
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 —
Tel: (305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
-�� 1FBBC 20 �J
BUILDING Master Permit No.K 9`'� 199
PERMIT APPLICATION Sub Permit No.
F-1 BUILDING ❑ ELECTRIC d ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF 0 CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
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JOB ADDRESS: 1202 NE 101 STREET
City: Miami Shores County: Miami Dade Zip: 3315 3`2J0C1
11-3205-021-0030
Folio/Parcel#: Is the Building Historically Designated:Yes NO
i
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder):JOHN BOLTON Phone#:(305)216-2747
Address:1202 NE 101 STREET
City: MIAMI SHORES State: FLORIDA Zip: 33138
Tenant%Lessee Name: Phone#: r
Email: JBOLTON@BPAMIAMI.COM
'CONTRACTOR:Company Name: CHERRY ROOFING Phone#: (954)963-2741
Address: 3901 SW 40TH AVENUE
City: WEST PARK State: FLORIDA Zip: 33023
Qualifier Name: IRIS CHERRY Phone#: (954)963-2741
State Certification or Registration#: CCC 1325485 Certificate of Competency#:
,DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$$4,700.00 Square/Linear Footage of Work: 150
1Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
}Description of Work: 2.muC F(.I4V
Specify color of color thru tile: A
Submittal Fee$ I Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double fee$
,Structural Reviews$ Bond$ 500 , M
`* TOTAL FEE NOW DUE$
(Revised02/24/2014)
'Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip F
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 r
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 t b approved and a reinspection fee will be charged.
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XSign ture _ Signature ~�
OWNER or AGENT CONTRACTO
The foreg ' g instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
daypof APRIL 20 17 by day of APRIL 20 17 by
1�Dhn opk� who is personally known to me-CAA who is rsonally kno n to
me or who has produced b. 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:
4 Sign: J, Sign:
Print: t Print: Dale ,
Seal: :Ua '= MY COMMISSION#GG049278 Seal: JENNIFER D COLE
Ao�y EXPIRES November 21,2020 if-
MY COMMISSION#GG049278
a%�• a EXPIRES November 21,2020
***************************** ***** ****************************** ********
APPROVED BY 7 Plans Examiner Zoning
K + `
Structural Review Clerk
(Revised02/24/2014)
a
`5�►oR Miami shores Village
sell 911111" Building Department
i� o�o 10050 N.E.2nd Avenue
p IN Miami Shores, Florida 33138
Tei: (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
3
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building DepartmentDat ��
e: _
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name:
Property Address: t 282 Kc; o i
Roofing Permit Number:
Dear Building fficial:
I '
certify that I am not required to retrofit the roof to wall connections of my
I ,
building because:
�xThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
c The building was constructed•in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 4 e ition of the South Florida Building Code(1994 SFBC)
ign re Print Name
ate of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above prop erty,mentioned.
Sworn to and subscribed before me this day of LUA
JENNIFER 0
:� ' •�-. COLE
z MV COMMISSION#GGD49278
Notary Public, Sate of Florida at-Large EXPIRES November 21,2020
• When the just valuation of the structure for purpos of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with I=BC 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 512112009
i s
a
Property Search Application - Miami-Dade County Page 1 of 1
OFFICE OFTHE PRONPERly APPRAISER
Summary Report
Generated On :5/2/2017
Property Information *
Folio: 11-3205-021-0030
1202 NE 101 ST '' 4
Property Address:
Miami Shores,FL 33138-2609
Owner JOHN BOLTON&W JENNIFER
1202 NE 101 ST
Mailing Address vR
MIAMI SHORES,FL 33138-2609
PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ f Y#
0101 RESIDENTIAL-SINGLE _ -
Primary Land Use FAMILY: 1 UNIT
a �.
Beds I Baths I Half 3/2/0
Floors 2
Living Units 1
Actual Area 3,412 Sq.Ft
20'1 rial P '
Living Area 3,346 Sq.Ft
Adjusted Area 3,236 Sq.Ft Taxable Value Information
Lot Size 21,249.42 Sq.Ft
2016 2015 2014
Year Built 11946
County
Assessment Information Exemption Value 1 $50,000 $50,000 $50,000
Year 2016 2015 2014 Taxable Value 1 $449,854 $446,3801 $442,441
Land Value $446,258 $405,565 $359,296 School Board
Building Value $243,994 $245,871 $241,341 Exemption Value $25,000 $25,000 $25,000
XF Value $36,353 $23,631 $23,887 Taxable Value $474,854 $471,3801 $467,441
__.. __._........._.._
...............
Market Value $726,605city
$675,067 $624,524
Assessed Value $499,854 $496,380 $492,441 Exemption Value $50,000 $50,000 $50,000
Taxable Value $449,8541 $446,380 $442,441
Benefits Information Regional
Benefit Type 2016 2015 2014 IlExemption Value $50,000 �� $50,000 $50,000
Save Our Homes Assessment Taxable Value $449,854 $446,380 $442,441
Cap Reduction $226,751 $178,687 $132,083
Homestead Exemption $25,000 $25,000 $25,000 Sales Information
Second Previous Sale Price OR Book-Page Qualification Description
Exemption $25,000 $25,000 $25,000
Homestead 07/01/2001 $472,500 19833-2222 Sales which are qualified
Note:Not all benefits are applicable to all Taxable Values(i.e.County,
School Board,City,Regional).
Short Legal Description
MIAMI SHORES SEC 8 AMD PB 42-40
LOT 6 BLK 184 A
LOT SIZE IRREGULAR
OR 19833-2222 07 2001 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/ 5/2/2017
r r '
Miami Shores Village
J Building Department
10050 N.E.2nd Avenue
�L E I Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
4
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, FI 33138
Re: Owner's Name:
Property Address: r " ' n _ - -- n02 Re �C)y
Roofing Permit Number:
Dear Building Official:
I certify that I am not required to retrofit the roof to wall connections of my
building because:
Vfhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 199 ition of the South Florida Building Code (1994 SFBC) '
f
I ature 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 1 day of AWd,
JENNIFER D COLE
Nota Public Sate of Florida at Large n
ry , ✓ ILA'. : MY COMMISSION#GG049278
t-<* EXPIRES November 21,2020
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.01!, 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 ASSEMBLIES AND ROOFTOP STRUCTURES
M Y 0 2 2,017
r
Florida Building Code 5th Edition(2014)
High-Velocity Hurricane Zone Uniform Permit Application Form.
Section A(General Information)
Master Permit No. Process No. _l I 1 0[9
Contractor's Name CEf f lZZY Roo 11u)6-
JobAddress I ao 2 log /o I Sr ••••
. .... ......
ROOF CATEGORY •
...... .. . ......
Low Slope O Mechanically Fastened Tile 0 Mortar/AdltOWSet Tiles ••••
.... ....
O Asphaltic Shingles O Metal PaneUShingles 0 Wood SMtipjWs j3hakes'... •••••
O Prescriptive BUR-RAS 150 ...... •••••
ROOF TYPE •• •• ••••��
O New roof O Repair E3 Maintenance Reroofing :• E5•#tecovgft.. •
......
ROOF SYSTEM INFORMATION :••••
Low Slope Roof Area(SF)� Steep Sloped Roof ARF_A(SSF) 4 Total(SF) �� •.:
Section B(Roof Plan)
Sketch Roof Plan: l lustmte all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains.Include dimen-
slons of sections and levels,dearly Identify dimensions of elevated pressure zones and location of parapets.
ALLr
LOA
01
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F
Y A
JtF- r
ZONING DEP i
BLDG DEPT (V/
FLORIDA BUILDING CODE—BUILDINO,Sth EDITION(2014) SUL3,JECT TO COMPLIANCE WITH ALL FEDERAL
15.37
STATE AND COUNTY RULES AND REGULATIONS
y
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ,
0
Ronde Bullding Code 5th Edition(2014) '
High-Velocity Hurricane Zone Uniform Permit Application Form.-
Section C(Low Slope Application) Top Ply FastenAr dor �I
Fib in specific roof assemblys an
components identity Ifo
manufacturer Surfacing: X14
(If a component is not used,Identify as"NA') Fastener Spacing for Anchor/Base Sheet GAtttachment:
Systemufecturer.G'A� Field:--L'oc® Lap,-#Rows ® / '"oc
•••••• •••••' Perimeter. 'oo®Lap,#Rows L® 6 "oc
• ProdjAXA&Dval Nb.: /J
+•••�• •• •••••• Comer. L 'oc0Lap,#RowsY__0 6 "oc
:....: Design Wind Pressdit?FMm RAS 128 or Calculations:
• �"q" / Number of Fasteners Per Insulation Board:
P1: �•Q •f_6:.O . 7 P3: O P. a
• ••
:00009 Field Perimeter X-` Comer
"'"• Max.Oft1grrPressuret from th specific product
.4
• approval system: .:2 , Illustrate Components Noted and Details as Applicable:
Woodbloddng,Gutter,Edge Termination,Stripping,Flashing,
•:•.. Continuous Cleat,Cant Strip,Base Flashi Co g,
....; �: � p ng, unterflash(n
• yam,. 1✓ot�a.. Coping,Etc.
•• Indicate: Mean Roof Height, Parapet Height, Height of Base
Gauge/Thickness: s/a�od Flashing, Component Material, Material Thickness, Fastener
��A Type,Fastener Spacing or Submit Manufacturers Details that
Slope:
Comply with RAS 111 and Chapter 18.
chor/Base Sheet&No,of Ply(s): n�iv�,ZaL bv�?lAGZO
C.•f•P ,5•N��t'
Anch ase Sheet Fastener/Bonding Material:
Insulation Bas Layer:
`° r /9vTr`1 7v Parapet
' Base Insulation Si and Th ess: Height
- _ ,
I E ,
°Base insulation Fasten Ing Mateti8l: FT
F
Top.1nsulati, layer ��
i X3 d6&A 6.s!✓ _�
Top ladon Slie a`nd Thickness: "" " ,p f�ii°liD!-%� Mean
"' ' Root
Top Insulation Fastener/Bonding Material: ! Height
Base Sheet(s)&No.of Ply(s): jjN ' 7J
Base Sheet Fastener/Bonding Material• !
Ply Sheet(s)&No.of Ply(s): a P/y�/� ��r y
Ply Sheet Fastener/Bo��ing Material:
P"fisGY"
Top Ply: 30/64C6d ej4�°Se'ft67�
FLORIDA BUILDING CODE—BUILDING,5111 EDITION(2014) _
MAW �
•
"Deliverin,q Excellence Every Day"
------ MIAMI-DADE COUNTY ------
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to
explain to the owner the content of this form. The owner's initials in the designated space indicates that the item
has been explained.
l1. 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 wat2T'iittrusion
nce standards. Aesthetics (appearance) are not a consideration with respectzo we rkmat�*-provisigjfs issues such as color or architectural appearance, that are not part of a zoning-code, shottkt be addressed
iaspart f the agreement between the owner and the contractor. ••••'• :••••
0000 0000 . .
2. Renailing wood decks: When replacing roofing, the existing wood roof dts "may have to be •
a00 0
iled in accordance with the current provisions of Chapter 16 (High Velocity Hurrl�aPe'Zonds)'of the Fbrida-
ildm Code. (The roof deck is usually concealed prior to removing the existing ro�V:tem). '.
. . . . 0
0000..
3. Common roofs: Common roofs are those which have no visible delineatt)n Mweefl nei4hborix�
0.00:••
Jpes (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractof Ad/or
er s uld notify the occupants of adjacent units of roofing work to be performed.
4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking,can be
ed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
etrations of the underside of the decking may not be acceptable. The owner provides the option of
yn ntai 'ng this appearance.
5. Ponding water: The current roof system and/or deck of the building may not drain well and may
Tisess
ater to pond (accumulate) in low-lying areas of the roof. Ponding can be ah indication of structural
andmay require the review of a professional structural engineer-Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original
offing.system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
e loaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if
o e flow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
wi th requirements of. Chapter 15 and 16 herein and theFlorida Building Code, Plumbing. ,
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
ii eor of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
e u ed.
�Owner's/Agent's Signat re: Date:
Contractor's Signature: Permit Number:
Property Address: 1202101 STREET, M I SHORES, FL 33138
}
M�IAMI•DiADE MIAMI-DADE COUNTY
6W&AAM PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31.525-99
NOTICE OF ACCEPTANCE (NOA) WWW.miamidade.sov/economy
GAF
1361 Alps Road
Wayne,NJ 07470
SCOPE:
j 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 I ;.
Product Control Section to be used in Miami Dade County and other areas where allowpe&the Authority •••
Having Jurisdiction(AHJ). .... •••• •
This NOA shall not be valid after the expiration date stated below. The Miami-Dade Caw4.Broduct.• •• ••
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•ttiVoroduct or'
material fails to perform in the accepted manner,the manufacturer will incur the expense of sdch teslkr #:• •
and the AHJ may immediately revoke,modify,or suspend the use of such product or inkeria #,vithii: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.
t
DESCRIPTION: GAF Conventional Built-Up Roof Systems 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 inaterials,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. 13-0424.09 and consists of pages 1 through 16.
k
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 13-1022.15
MiAMMADEcoUNTY Expiration Date: 11/04/18
• Approval Date: 11/06/14
# , Page 1 of 16
ROOFING SYSTEM APPROVAL
Category: Roofing
Sub-Category: BUR
Material: Fiberglass
Deck Type: Wood
Maximum Design Pressure: -75 psf.
I
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1 •
Test Prodgtj ••••�
Product Dimensions Specification De'sc'Nptibn
60009.
GAFGLASe#75 Base 39.37"(1 meter) ASTM D4601 Type II asphalt impregna*-A and coated glass mat. 6•
Sheet Wide base sheet. •••• 6
6666 6666 6666.
GAFGLAS®#80 UltimaT"' 39.37"(1 meter) ASTM D4601 Type II asphalt impregnaw&at d coated frbarglass•'•••
Base Sheet Wide base sheet. •• •• 6
6666..
GAFGLAS®F1exP1y"'6 39.37"(1 meter) ASTM D2178 Type VI asphalt impregdate$glass felt with asphalt••�•
6666..
Wide coating. •• :6666:
GAFGLAS®Ply 4 39.37"(1 meter) ASTM D2178 Type IV asphalt impregnated glass felt wibliasphalt
Wide coating.
GAFGLAS®Mineral 39.37"(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced
Surfaced Cap Sheet Wide with mineral granules.
GAFGLAS®EnergyCapTM 39.37"(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced
BUR Mineral Surface wide with mineral granules with factory applied
Cap Sheet EnergyCote"'
GAFGLAS®Stratavent® 39.37"(1 meter) ASTM D4897 Fiberglass base sheet coated on both sides with '
EliminatorT"Perforated Wide asphalt. Surfaced on the bottom side with mineral
Venting Base Sheet granules embedded in asphaltic coating with factory
perforations.
GAFGLAS®Stratavent® 39.37"(1 meter) ASTM D4897 A nailable,fiberglass base sheet impregnated and,
Eliminator"Nailable Wide coated on both sides with asphalt. Surfaced on the
Venting Base Sheet bottom side with mineral granules embedded in
asphaltic coating.
Ruberoid'SBS Heat- 39.37"(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer-
Weld m Smooth Wide modified asphalt and smooth surfaced.
Ruberoid®SBS Heat- 39.37"(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer-
WeIC 25 Wide modified asphalt and smooth surfaced.
Ruberoid®20 39.37"(1 meter), ASTM D6163 SBS modified asphalt base sheet reinforce with a
Wide glass fiber mat.
Ruberoid®Mop Smooth 39.37"(1 meter) ASTM D6164 Non-woven polyester mat coated with polymer-
wide modified asphalt and smooth surfaced.
t
NOA No.: 13-1022.15
MIAMFUADECOUNTY Expiration Date: 11/04/18
• Approval Date: 11/06/14
r< Page 2 of 16
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TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
FireOutTM Fire Barrier 5, 55 gallons Proprietary Low VOC,water based fire barrier coating.
Coating
VersaShield®Fire 350 sq. ft.roll ASTM D226 Non-Asphaltic Fiberglass-Based Underlayment.
Resistant Roof Deck
Protection ••••
Topcoat® Surface Seal 5 gallons ASTM D6083 Solvent based sprayableo�tkirrnpplastic�rt&4her •• •
SB sealant designed to protect i Arestof'e+agedroof....:.
surfaces and to increase,%ndL&reflectivity. •
. .... .... . .
.APPROVED INSULATIONS: ``•` ••• •' •'
TABLE 2 •
w
Product Name Product Description • L!anufgcturer
(With Cud&*nl*QOA) .
TM ••••••
EnergyGuard Polyiso Insulation Polyisocyanurate foam insulation GAS •
EnergyGuard7 RA Polyiso`Insulation Polyisocyanurate foam insulation GAF •••
EnergyGuardTM RN Polyiso Insulation Polyisocyanurate foam insulation GAF
EnergyGuardTM Perlite Roof Insulation Perlite insulation board. GAF
EnergyGuarC Perlite Recover Board Perlite recover board GAF
EnergyGuardTM RA Composite Polyiso Polyisocyanurate foam insulation with high GAF
Insulation density fiberboard or Permalite perlite
insulation
SecurocO Gypsum-Fiber Roof Board Gypsum roof board United States Gypsum Corp.
}
StructodeO High Density Fiber Board High density fiber board Blue Ridge Fiberboard,Inc.
DensDecV Roof Board Gypsum board Georgia-Pacific Gypsum LLC
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NOA No.: 13-1022.15
MIAMI•DADECOUNTY Expiration Date: 11/04/18
°••• , Approval Date: 11/06/14
Page 3 of 16
APPROVED FASTENERS: i}
TABLE 3
Fastener Product Product Manufacturer
Number Name Description Dimensions (With Current NOA)
i 1. Drill-Tee TM#12 Fastener Insulation fastener for steel, various GAF
wood&concrete decks.
2. Drill-TecTM#14 Fastener Insulation fastener for steel, various GAF
wood&concrete decks.
TM 0000
3. Drill-Tec XHD Fastener Carbon steel extra heavy duty Various Ce ••• ......
fastener used in steel decks. • 0*0
4. Drill-TecTM ASAP 3S Drill-TecTM#12 Fastener with Various ......
Drill-TecTM 3"Standard Steel ...:.. • ;•„•.;
Plate 0000 ,000000
0000 ' 0
5. Drill-TecTM 3"Steel Plate Round galvalume stress plate 3"round 0006 GAF•' • 0`•
used with Drill-Tec0000
......
fasteners. ••.... 1 .
6. Drill-TecTM 3"Standard Steel Round galvalume plated steel 3"round • : GAF . 0 0:0:0
Plate stress plate with reinforced :000
••• • .000.0
•
TM • . •
ribs for use with Drill-Tec •• 000 . 0
100:
fasteners. '
7. Drill-TecTM AccuTrac®Flat AZ-SS aluminized steel plate 3" square GAF
Plate for use with Drill-TecTM#12
Fastener,Drill-TecTM#14
Fastener and Drill-TecTM#15
Fastener.
8. Drill-TecTM AccuTrac® Galvalume Steel plate for use 3" square GAF
Recessed Plate with Drill-TecTM fasteners.
{
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NOA No.: 13-1022.15
MA MADE COUNW Expiration Date: 1'1/04/18
Approval Date: 11/06/14
Page 4 of 16
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''I S
P
V
Membrane Type: BUR ff
Deck Type 1:' Wood,Non-insulated
9 �
Deck Description: 19/32"or greater plywood or wood plank decks
System Type E: Base sheet mechanically fastened.
All General and System Limitations shall apply.
i
Fire Barrier: FireOutT"Fire Barrier Coating,VersaShieie Fire Resistant Roof Deck Protection or
a' (optional) SecurockTM Gypsum Fiber Roof Board.
Base sheet: GAFGLAS®480 UltimaT Base Sheet, Stratavene EliminatorT 11tai1aft Venting ase ......
Sheet,Ruberoid®20,Ruberoid®SBS Heat-WeIC Smooth or Ruberoid®SBS.N*t dVelC o.
25 base sheet mechanically fastened to deck as described below»• ••••••
Fastening Options: GAFGLAS®Ply 4,GAFGLAS®F1exP1yTM 6,GAFGLAS®#75 Base Sheet orpiry•ef�above"
base sheets attached to deck with approved annular ring shank n 'ls and tin ca�94at a
pp g >�1....
fastener spacing of 9" o.c. at the lap staggered and in two rows in in the meld. '••••
(Maximum Design Pressure—45 psf. See General Limitation 470.... •
GAFGLAS®Ply 4,GAFGLAS®F1exPlyT 6,GAFGLAS®#75 Base Acet o;any of abode'•••
base sheets attached to deck with Drill-TecTM #12 Fastener or Nill•'FecT #14,ar►dprill .
TecTM 3"Steel Plate,Drill-TecTM AccuTrac Flat Plate or Drill-TecT"AccuTrac10 4cessed
Plate 12"o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced
approximately 12"o.c. in the field of the sheet.
(Maximum Design Pressure—45 psf. See General Limitation #7)
S Flex Ply 6,GAFGLAS #75 Base Sheet or any of above base sheets attached
:ax
eck with approved annular ring shank nails and tin caps at a fastener spaci g of 9" o.c.
he 4"lap staggered and in two rows 9" o.c. in the field.
imum Design Pressure—52.5 psf.See General Limitation#7 L E,
GAFGLAS®#8 i ase heet,Ruberoid®20,Ruberoid®Mop Smooth base sheet
attached to deck with approved 1``%a"annular ring shank nails and inverted 3"steel plate at a
fastener spacing of 9" o.c. at the 4"lap and in two rows staggered with a fastener spacing of
9" o.c. in the center of the membrane.
(Maximum Design Pressure—60 psf.See General Limitation#7)
GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tee'M
#12 Fastener or Drill-TecTM #14 Fastener and Drill-TecT 3"Steel Plate,Drill-TeeTM
AccuTrac Flat Plate or Drill-Tec'"AccuTrac8'Recessed Plate 12"o.c. in 4 rows. One row
is in then"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)
Any of above Base sheets attached to deck approved annular ring shank nails and 3"
inverted Drill-Tec TM insulation plates at a fastener spacing of 9" o.c. at the 4"lap staggered
in two rows 9" in the field.
(Maximum Design Pressure—60 psf. See General Limitation#7)
E
NOA No.: 13-1022.15
MIAMFDADECOUNTY Expiration Date: 11/ 04/18
Approval Dater 11/06 /14
Page 14 of 16
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Fastening Options: GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM
r (Continued) #12 Fastener or Drill-TecTM#14 Fastener and Drill-TecTM 3" Steel Plate,Drill-Tec"'
AccuTrace Flat Plate or Drill-TecTM AccuTrac Recessed Plate 8"o.c. in'4 rows. One row
is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of
the sheet.
(Maximum Design Pressure—75 psf. See General Limitation#7)
Ply Sheet: One or more)lies of GAFGLAS®Ply 4 or GAFGLAS®#80 Ultima Base Sheet adhered in a
full mopping of approved asphalt applied within the EVT range and ata rate of 20-40
lbs./sq. '
Cap Sheet: (Optional) One ply of GAFGI ASO Mineral Surfaced Can Sheet or GAFC.AS®
EnergyCap BUR Mineral Surfaced Cap Sheet adhered in" t fuftoppirig o€' ••
approved asphalt applied within the EVT range and at a rate.Qf 26-40 iW.14f •
Surfacing: Optional on granular surfaced membranes; required for smooth Membranes.Choses
components must be applied according to manufacturer's appy cation insObtfipns.1 900*
All coatings must be listed within a current NOA. ••• I. ••;•••
1. Gravel or slag applied at 400 lbs./sq.and300 lbs./s+d%y8ctively n €food ••
coat of approved asphalt at 60 lbs./sq. •••••. , •
2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq' •••„�
Maximum Design •. 0 �•� �•�•
Pressure: See Fastening Options •
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NOA No.: 13-1022.15
{ MAWDADECOUNTY Expiration,Date; 11/04/18.
Approval Date: 11/06/14
Page 15 of 16
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WOOD DECK SYSTEM LIMITATIONS:
I A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®Flex Plim 6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum'/4"DensDeckr"Roof Board or'/2"'Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LIMITATIONS: '
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Pri dim Control
Approval guidelines. All other layers shall be adhered in a full mopping of approved as�halt%ppliecf vk"A the .. •••
EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening patrern'of the•{Up,lByer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in appr�o100 �asphalf,�ari�l size••••••
shall be 4'x 4'maximum. I ......
••.•
4. An overlay and/or recovery board insulation panel is required on all applications over ctosecl•Lell fait"tnsulations
when the base sheet is fully mopped. If no recovery board is used the base sheet shall be-a usitag spot •• •••
a mopping with approved asphalt, 12" diameter circles,24" o.c.;or strip mopped 8" ribb8ris tit three ko V*edne at ••••••
each sidelap and one down the center of the sheet allowing a continuous area of ventilat oTV Lncirclingof the
strips is not acceptable. A 6"break shall be placed every 12'in each ribbon to allow cross ventilati&.aphalt •••.:.
application of either system shall be at a minimum rate of 121bs./sq. Note: Spot attdslled lysten s's hall 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 Professional Engineer,Registered Architect,or Registered
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value
taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application
Standard RAS 117. 1
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). (Whenµthis limitation'is 'specifically
+ referred within this NOA,General Limitation#7 will not be applicable.) 11
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
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END OF THIS ACCEPTANCE
1 ,
NOA No.: 13-1022.15.
MIAMMADEcouNTY Expiration Date: 11/04/18
• Approval Date: 1111/06/14
Page 16 of 16
s
dNLINE GERTIFICATIM. DIRECTRY F
' TGFU.R1306
Roofing Systems
I
Paoe Bottom
Roofing.Systems J
k.,.: "v.
I d i
See General Information for Roofing Systems .<
GAF '6'1306 )
1 C PUS DR I
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RSIPPANY, NJ 07054 USA
I
"RUBEROID@ 20 Smooth" or "RUBEROID(g) Mop Smooth" or "RUBEROID@ Mop Smooth 1 5 rf be'�utilized as•ar.altemate•tVlm a G2•00000
,"GAFGLAS@ #75 Base Sheet" or"Tri-Ply® #75 Base Sheet" or "GAFGLAS(&.#80,Ultima'",da`'e. et" basc�Sheets in aneof•t�efollowing• •
Classifications. �: •••••• =•• : •
,Y:-in, thick (minimum) gypsum board or 1k-in. thick minimum Georgia-Pacific Gypsum LLC"DensDglev
eck@ Roofboard" or "DensDeck@
Roofboard" or"DensDeck® DuraGuard— Roofboard" or 1/4-in. thick minimum United States G age
FRX-G (minimum) Gypsum Co. :SE�C1fi.00K(&j�bbi'dQard" (type •
or"SECUROCK(& Glass-Mat Roof Board" (Type SGMRX) may be used in any, existing noncom bustible•?d" Classificetoor► When Wlii'*4• +
done, the resulting roofing system is acceptable for use over combustible (15/32-in." thick minimum) roof dsrlrs.•Noweves,:thelautt joinVJ;� 8
gypsum board and Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or'DensDeck® Prime Roofboard*gr*.4e*hsDec0% uard`
Roofboard" are to offset a minimum of 6-in. with the butt'joints in the roof deck. If polystyrene is part of Ltle�rppf�system;it must be p�acetl;•
below the overiayment board. k-in. thick (minimum) "SECUROCK® Roof Board" (Type FRX-G) and "SECUROGK® Glass-Mat'Roof Board" ••
(Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible.deck in a system with•'ny UL ClassiQ"ir,*tjlation except••
polystyrene.
Multiple plies of Type G1 "GAFGLAS(& Ply 4" or"Th-Ply(8) �ly 4" or"GAFGLAS@ Flex Ply 6" or'Tri-Ply@ Ultra-FlexiblePly 6"orney be adhered
to Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard* or"DensDeck® Prime Rootboard" or"DensDeck(& DuraGuard'" Rooft?b%rd"'in hot
roofing asphalt. {
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"GAFGLAS@ FlexPly'" 6 SL" and "GAFGLAS® FlexPly— 6" may be used interchangeably in any roof covering system listed below.
"EnergyGuard'" Ultra" is an acceptable alternate to 'EnergyGuard'"" in any applicalile Classification.
I
'GAFGLAS(& Stratavent(& Nailable Venting Base Sheet" may be mechanically fastened or fully adhered with hot roofing asphalt over
noncombustible decks and as a recover over existing roof systems. i
EnergyGuard'" Per ite Insulation' may be utilized as a cover board over"EnergyGuard'"" in any of the following systems.
Unless otherwise indicated, the roof insulation is mechanically fastened, fully adhered with hot roofing asphalt or UL Classified urethane
insulation adhesive. Polystyrene referenced in any of the following Classifications include insulation.
Unless otherwise indicated, all insulations may be adhered With any UL Classified Insulation Adhesive per the manufacturer's installation
instructions (excluding LRF Adhesive O) in any applicable Non-Combustible Roof Deck Classifications.
"EnergyGuard— Tapered" is an acceptable altemate to 'EnergyGuard—" in any applicable Classification.
"EnergyGuard— Ultra Tapered" is an acceptable alternate to "EnergyGuard— Ultra' in any applicable Classification.
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT i
i
Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or"Tri-Ply® #75 Base Sheet" or"GAFGLAS(& #80 Ultima'" Base
Sheet') is a suitable alternate for Type G1 asphalt glass filler ply sheet ("GAFGLAS�@ Ply 4" or 'Tri-Ply® Ply 4" or"GAFGLAS(& Flex Ply 6" or
"Tri-Ply® Ultra-Flexible Ply 6") in the Class A, B or C roof systems indicated below'
!
The roof deck may first be covered with one ply Type G21asphalt saturated glass mat base sheet 'GAFGLAS(& Stratavent(& Nailable Venting
Base Sheet" or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet". Perfordtid base sheets to be loose laid or fully adhered with hot
roofing asphalt and nailable base sheets are to be mechanically fastened granule sitle down. I4
As an option Type G2 asphalt glass mat base sheet ("GAFGLAS(& #75 Base Sheet",or"Tri-Ply(& *75 Base Sheet" or "GAFGLAS(& #80 Ultima"'
Base Sheet' or"GAFGLAS(& Stratavent@ Nailable Venting Base Sheet") may be substituted for Type G1 asphalt glass fiber'ply sheet
("GAFGLAS@ Ply 4" or 'Tri-Ply® Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra-Flexible Ply 6") as the nailed base ply in the following
systems.
Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened.
Unless otherwise indicated, all insulations may be fully adhered with hot roofing asphalt-or mechanically fastened. J
"GAFGLAS@ Flashing" or"RUBEROID@" may be used for flashing in any of the Class A, B or C systems listed below. I
When "perlite" is referenced, this includes a UL Classified
any periite inwlation.
Crushed stones or slag are suitable alternates for gravel in any of the Class A, B orC systems listed.
I
httD://dambase•ul.com/coi-binOMAemDiateAJSEXT/1FRAME/showoage.htinI?rtame=TGFU.R1306&ccnshOrtide=Roofing+Systems8objid=1074351t$, &Clgi.. 1/45
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. �.
.i
The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2-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 3/4-in. thick perlite boarb and deck with rosin paper (perlite/rosin
paper/polystyrene/periite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems.
Trumbull "Perma Mop' may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt".
"GAFGLASO #80 Ultimal Base Sheet" may be used in any`of the following systems. 1
"GAFTEMP Permalite Recover Board" may be used in lieu of'any perlite insulation in any of the following NC Classifications.
Unless'otherwise indicated, any of the "Asphalt Felt System with Hot Roofing Asphalt" may be surfaced with "United Coatings'" FireShield MB
Roof Coating" applied at a rate of 21h to 3-gal/100-ft2.
i
Class A, B and C
Hot roofing asphalt, for use with glass felts or modified bitumen membranes.
t
"RUBEROIDS Heat Weld' SBS roofing membranes may be used in lieu of "RUBEROID(& Mop' SBS roofing membranes in any applicable
Classification. !••••
� � � '0000 0000••
0 see 'as
lass A i
1. Deck: C-15/32 Incline. •o•:" 4s • ••••i•
0000•• •
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum jLLC "DensDeck® ROOfboawSew"DensOect�)OPrime :••••i
Roofboard' or "DensDeckS'DuraGuard— Roofboard", minimum 'k-in. thick; or United States Gypsum,"SECUROCK(& Roof Bo'a'rd" •
0000
(Type FRX-G) or"SECUROCKS Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. C i "'••
0000• • •
Insulation:— One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane of petite/poMVc%nurate••••0
composite or periite/urethane composite or wood fiber/polyisocyanurate cor}polite or phenolic, any &lcklilass. • •• 000000
Pty Sheet:—Three-or more plies Type G1 'GAFGLASS Ply 4" or'Tri-Ply Ply 4" or'GAFGLASS F:"011:5" or"Tri++-Ply® Ultra- 00
Flexible Ply 6", fully adhered with hoot roofing asphalt. • • • i • 0000:•
Surfacing:— Gravel. l • • ;"'••
2. Deck: C-15/32 1icline:�2 �• 0 •"• • •
i r ••
Barrier Board(Optional): — One or more layers Georgia-Pacific Gypsum iLLC 'DensDeck@ Roofboard" or'DensDeckS Prime
Roofboard' or'DensDecli DuraGuard^ Roofboard;, minimum Ya-in. thicci or United States Gypsum Co. "SECUROCK® Roof Board" {
(Type FRX-G) or'SECUROCK(& Glass-Mat Roof Board" (Type SGMRX), minimum v.-in, thick. I 1
Insulation:— One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate
composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness.
Ply Sheet:— Three or more plies Type G1 "GAFGLAS(& Ply 4" or"Tri-Ply@.Ply 4' or"GAFGLASS Flex Ply 6" or"Tri1-Ply® Ultra-
Flexible Ply 6", fully adhered with hot roofing asphalt. ' I'
Cap Sheet:—Type G3 "GAFGLASS Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet' or"GAFGLAS@ EnergyCap"
Mineral-Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
3. Deck: NC Inclined 2 y
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum)LLC 'DensDeck® Roofboard" or "DensDeck(& Prime
Roofboard' or"DensDeck(& DuraGuard'" Roofboard', minimum r/a-in. thidi or United States Gypsum Co. "SECUROCKS Roof Board"
(Type FRX-G) or'SECUROCK(& Glass-Mat Roof Board" (Type SGMRXj, minimum 1/4-in. thick. I
Insulation(Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
periite/polyisocyanurate composite or periite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2-in.
maximum.
Ply Sheet:—Two or more plies Type G1 "GAFGLASS Ply 4" or"Tri-Ply(& Ply 4" or"GAFGLASS Flex Ply 6' or"Tri PIyS Ultra-Flexible
Ply 6", fully adhered with hot roofing asphalt. 1
Cap Sheet:— Type G3 "GAFGLASS Mineral Surfaced Cap Sheet' or"Tri-6y(& BUR Granule Cap Sheet' or"GAFGLASS EnergyCap'"
Mineral-Surfaced Cap Sheet', fully adhered with hot of' alt.
0111p
: C-15/32 ' Inclin
Sheet(Optional): — Red rosin paper, nailed to deck.
Insulation(Optional): — Any thickness periite or;wood fiber or glass fibei or polyisocyanurate mechanically fastened or adhered with
OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive.
f
Base Sheet:— One ply Type G2 'GAFGLASS #7 Base Sheet' or'Tri-PIyS #75 Base Sheet or "GAFGLASS #80I Ultima'" Base
Sheet" or"GAFGLASS StrataventS Nailable Venting Base eel", mechanically fastened.
Ply Sheet:— One or moire Type G1 "GAFGLASS Ply 4" or'Tri-PIyS 1Ply 4" or GAFGLAS® Flex Ply 6" or"Tri PIyS Ultra-Flexible
Ply 6", fully adhered wlE oFTi tro ing asphalt.
Cap Sheet: — Type G3 "GAFGLASS Mineral Surfaced Cap Sheet" or"Tri-glyS BUR Granule Cap Sheet' or "GAFGLASS EnergyCap'"
Mineral-Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
Coating(Optional): — 'United Coatings"' TOPCOAT(& EnergyCote'" Roof Coating' or "TOPCOATS MB Plus Coaling" or "United
Coatings'" Roof Mate MB Plus Coating" applied at a rate of 2-gal./100-ft.2.
S. Deck: NC Incline: 3
Base Sheet: — One ply Type G2 "GAFGLASS #75 Base Sheet" or"Tri-PIX(& #75 Base Sheet" or"GAFGLASS #80 Ultima'" Base
Sheet" or'GAFGLASS Stratavent(& Nailable Venting Base Sheet' or"GAF�LASS StrataventS Perforated Venting Base Sheet" or
"GAFGLASS StrataventS Nailable Venting Base Sheet" or"GAFGLASS SttataventS Perforated Venting Base Sheer, mechanically
fastened or fully adhered with hot roofing asphalt.
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