RF-18-137 i
I
Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-295625 Permit Number: RF-1-1 8-137
Scheduled Inspection Date: April 16,2018 Permit Type: Roof
Inspector: Naranjo, Ismael
Inspection Type: Final Roof
Owner: BOYD,JEREMY Work Classification: Flat
Job Address:10659 NE 11 Avenue
Miami Shores;FL 33138- Phone Number
Parcel Number 1122320280320
Project: <NONE>
Contractor: T&S'ROOFING SYSTEMS INC. Phone: 305/265-2654
- r
II�Y�II�I�I�WIWWY�III/�MIr�111�111 11111 Y �IIYYYyYWIWyyy
Building'Department Comments
RE-ROOF FLAT In ractio Passed _Comments
iNSPECTOR COMMENTS
`False
f
Inspector Comments
Passed
Failed
Correction
Needed
Re-inspection
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid. i
f
I
1
April 13,2018 For Inspections please,call: (305)762-4949, Page 6 of 23
1
Peru#,wo. IAF-148'1i, 37
�s�jOREs i,� Miami Shores Village "t 4
PEfmit Type:`I Of
10050 N.E.2nd Avenue NE WnttcCfassifrcatio+�:Flat
I - Miami Shores,FL 33138-0000
Peri 'l l `�
Phone: (305)795 2204 Pemlif Status:APPROVED
FCORIDp'
Issue Date: 1118/2018 Expiration: 07/17/2018
Project Address Parcel Number Applicant
10659 NE 11 Avenue 1122320280320
Miami Shores, FL 33138- Block: Lot: JEREMY BOYD
Owner Information Address Phone Cell
JEREMY BOYD 10659 NE 11
MIAMI SHORES FL 33138-
10659 NE 11
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 2,100.00
T&S ROOFING SYSTEMS INC. 305/265-2654
- - � � � Total Sq Feet: 350
Type of Work: Re Roof Available Inspections:
Additional Info:RE-ROOF FLAT Inspection Type:
Classification:Residential
Tin Cap
Scanning:3 Final Roof
Roof in Progress
Renailing Affidavit
Review Roof
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
Bond Type-Contractors Bond $500.00
Invoice# RF-1-18-66157
CCF $1.80 01/18/2018 Credit Card $770.05 $0.00
DBPR Fee $3.75
DCA Fee $2.50 Bond#:3612
Education Surcharge $0.60
Permit Fee-New Roof $250.00
Scanning Fee $9.00
Technology Fee $2.40
Total: $770.05
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 TRICAL, LU G,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNE S AFFID VIT: I rt' th t all the for,
information is accurate and that all work will be done in compliance with all applicable laws regulating
const ction and oning. t ermo e I authori a the above-named contractor to do the work stated.
January 18, 2018
Au t rized S a re:Owner Applicant / Contractor / Agent Date
Bui 'ng De rtme Copy
January 18, 2018 1
1
i
Miami Shores Village 7BY
c`=!'
Building Department AN $ 2018
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 _
Tel:(305)795-2204 Fax:(305)756-8972 � f
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 2014 �+�,
BUILDING Master Permit No. n'C- 18 - 13-7
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION -[—]RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
i I CONTRACTOR DRAWINGS
JOB ADDRESS: Eve, r
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Q - Z-.� Is the Building Historically Designated:Yes NO
Occupancy Type: Load: ,Construction Type: Flood Zone: BFE: FFE:
OWNER: Name(//F``er(e Simple Titleholder): Phone#:
Address• VUJ
t .
FCity: "1 ` State: f L Zip: 7>�
Tenant/Lessee Name: Phone#:
x
Email:
CONTRACTOR-Company Name: 5 , Phone#: )0�
Address:
City: ',-1 VVI. I State: `T Zip:
Qualifier Name: Phone#: °
,State Certification or Registration#: �C�C 1 U L�l %• Certificate of Competency#:
;DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
L {
Value of Work for this Permit:$ � � Square/Linear Footage of Work: 3 J o
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: GoG
Specify color
of color thru tile: //\\
Submittal Fee$ Q I Permit fee$ V CCF$ 1 n CO/CC`$
Scanning Fee$. n Radon Fee$ 2, 5o 6 - 0o
,DBPR$ _ 2� Notary$ i#
Technology Fee$_ 4 6 Training/Education Fee$ V • b O Double Fee$ j
Structural Reviews$ Bond$ PsOn _
TOTAL FEE NOW DUE$ )� '
(Revised02/24/2014)
k,
I
' k
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip E
I Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
k ,
r
i F
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
i 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.
t
r
Signature Signature
OWNER or AGENT CONTRACTOR
The foregoing k strumen was acknowledged before me this The foregoing instru ent was acknowl:sonally
before me this
day of v1 20 , by day of �. 20 ,by
o s personally known to � who known to
me or w o has produced as me or who has produced as
r
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sigh•: Sign:
Print: Print:
DANT L EF.
Seal ; , b11c 5ca,_ gq'169 Sear: :`r. 6' c Sta;ec'ro d
:� trf No.ary GG \: Notary Pub
Co son: No�32020 �q — F Commissl n=CC 44769
;•• �: MY Co Exo TeS cF, My Comm. oires Nov 3 2 0
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
i
S UR9S L`
�c VIC 1937
Miami '% hores Village
g ..
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date:
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: r'
Property Address: U b
5� 1�/-u -;A\m
Roofing Permit Number:
Dear Buil•ing Official:
I6 2 certify that I am not required to retrofit the roof to wall connections of my
building because:
�lThe 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 Sout� lorida Building Code (1994 SFBC)
I
Sign" tine Print Name
State tFlorida
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 of
DANIEL PEREZ {
'. Notary Public-State of Florida
Notary Public, Sate of Florida at Large s. Comm;sslcn:Gc-".C759
g c. My Comm.ExoiresNov3.2020
When the just valuation of the structure for purpose of ad valorem taxation 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
1/17/2018 Property Search Application-Miami-Dade County
fill P"' E R'
rROPERTY" Ar07
OFHCE UF TH
'Summary Report
Generated On 1/17/2018
Property Information4
Folio: 11-2232-028-0320 ti
10659 NE 11 AVE
Property Address:
Miami Shores,FL 33138-2120
Owner JEREMY BOYD
-10659 NE 11`AVE i&�!, A
Mailing Address
MIAMI SHORES FC 33138 USA
PA Primary Zone
1000,SGL FAMILY
2101-2300 SQ
Primary Land Use 0101 RESIDENTIAL-SINGLE'
FAMILY-T-UNIT'Z'
Beds I Baths Half 311 /0
Floors 1
Living Units 1
Actual Area 2,006 Sq.Ft k 41,
Living Area 1,506 Sq.Ft 'r@
Adjusted Area 1;799 Sq.Ft
Lot Size 10,400 Sq.Ft Taxable Value Information
Year Built 1 1950 1 20171 20161 2015
County
Assessment Information Exemption Value $50,000 $50,000 $50,000
Year 2017 2016 2015
Taxable Value 1 $405,3951 $396,0291 $359,075
Land Value $255,024 $189,446 $150,586 School Board
Building Value $249,341 $252,310 $255,278 Exemption Value $25,0001 $25,0001 $25,000
XF Value $4,218 $4,273 r, $3,211 '
Taxable Value 1 $430,3951 $4,21,0291 $384,075
Market Value $508,583 $446,029 $409,075 City
Assessed Value $455,395 $446,029 $409,075 Exemption Value 1 $50,0001 $50,0001 $50,000
Benefits Information Taxable Value 1 $405,3951 $396,0291 $359,075
Regional
Benefit Type 2017 2016 2015 Exemption Value 1 $50,0001 $50,000 $50,000
Save Our Homes Cap Assessment Reduction $53,188
Taxable Value 1 $405,3951 $396,0291 $359,075
Homestead Exemption $28,006 $25,000 $25,000
Second Homestead Exemption $26000 $25,000 $25,000 Sales Information
Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Previous OR Book-
Board,City,Regional). Sale Price Page Qualification I tion Description
Short Legal Description 03/27/2017 $665,000 30471-4740 Qual by exam of deed
08/13/2015 $592,000 29738-1733 Qual by exam of deed
MIAMI SHORES ESTATES PB 47-58 - -------
07/23/2014 $485,000 29250-1500 lQual by exam of deed
LOT 4 BLK 3
LOT SIZE 80.000 X 130 Financial inst or"In Lieu of Forclosure"
80,500 28555-130�2
state(
stated
OR 20351-3822 04 2002 4
COC 23725-1646 08 2005 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:6nd User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
Section A[B
MIAMNfDADE Miami-Dade County HVHZ Electronic Roof Permit Fo
"l)elevering:Excellence Every Day" v, w � ; La�
V
Section A(General Information) �' � �r ` r
JAN
Master Permit No: Process No:
T AND S ROOFING $Y:—
:Contractor's Name: --•
Job Address: , 10659 ne 11 ave
Roof Category
'❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile
' ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
❑ Sprayed Polyurethane Foam ❑ Other': ••••• ••••••
Roof TypeEl ••••••
New Roof 0 Re-Roofing ❑ Recovering ❑ Repair ❑ Maintena08". •
Are there Gas Vent Stacks located on the roof? ❑ Yes 0 No If yes,what type?•:F3;Naturjl'•p�.PGX••:•-
Roof System Information
.. .. .. . ......
2 '350 ••••••
Low slope roof area (ft. ) Steep Sloped area (ft.2) Total (ft?) 350 .....
Section B (Roof Plan) •• •
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width (a'): Corner Size(a'x a'):
z
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SNOR
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SECTION 1524
HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with
the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402
govern the minimum requirements and standards of the industry for roofing system installations.Additionally, the
following items should be addressed as part of the agreement between the owner ant the contractor. The owner's
initial in the designated space indicates that the item has been explained.
. . .... ......
2. I Renailing wood decks:When replacing roofing,the existing woos roof deck ja-have to
b ena tided in accordance with the current provisions of Section R4403. (The rQgf c'��is usually.
••••
c �cealed prior to removing the existing roof system). ......
.... . .....
4. Exposed Ceiling:Exposed,open beam ceilings are where the undersid of the roof decking ••••;•
ca a viewed from below. The owner may wish to maintain the architectural a;pegga ce;therefdte, ••
roo dig nail penetration of the underside of the decking may not be acceptable.*This pPovideshs option of "
maintaining the appearance.
6• Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is
not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this
disci ylge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow
scuppers in accordance with the requirements of Sections R4402, R4403 and R4413.
4n4er/Agent's Signature Da e Cont' ctor Signature Date
r
Property Address i Permit Number
Revised on 7/9/2009 LD;07/01/2015;
I .
e
h
Miami'-Dade Courity HVHZ Electronic Roof fermi-i:Form
Section C Pa ge (Low Slope BUR Roo-1 Syss"t-ei-as)
F111 in the specific roof assembly components,/fa cornponent is riot required,insert not applicable(n1j)in hhe text box.
Roof System Manufacturer: GAF Base Sheet(s)
Product App A System Type: #75 BASE SHEET
E��INO
WindUfififtPiessures,'From RAS,128 orSealed Calculations: Base Sheet Fastener/ Bonding
' 11/4 RS NAILS
psf JZF�2) Perimeters� psf Ply Sheet(s):
J(P3)'Cqrne4.1 108 psf --.__._._____.._.----.---------------------------___---
PLY IV(2)
Fax
imurn Design Pressure From NOA:
I 52.5 psf Ply Sheet Fastener/Bonding
(P2)Perimet ft.I(P3)Corner Size:la'[7(x) alrf�
ASPHALT TYPE IV
Roof Slope: 25
Roof Mean Height: 12 ft. Top Ply SheetParapet Walls: No []Yes Parapet wall Height:F7 ft.
MINERAL SURFACE CAPSHEET
--5/.8"Plywood Deck— Top Ply Sheet Fastener/aBondin 0*00
LWIC Manu
F ............
ASPHALT4T4Y4P"V 0
Compressive psi Support Spacing: o/c
Strength: Existing Roof(For Recovers b_n_1y)]-Fire Barrier:
Optional&4fa,=aing:
Fastener Spacing for V891 8heet Attachment:
0 0 :...%
Lap Spacing •
Fin.o/c EIRow ••*min.o/c •
Anchor Sheet: (P2)Perimeter] �in.o/c M Row(s) [ 6 In.o/c
74in.o/c F6]Row(s) �in.o/c
Anchor Sheet Fastener/Bonding Material:1
FWood Nailer Type and Size
I insulation Base Layer Size&Thickness:
Wood Nailer Fastener Type and Spacing:
Insulation Base Layer Fastener/Bonding Material] SELECT EDGE METAL MATERIAL..
insulation Top Layer Size&Thickness:
SELECT EDGE METAL WEIGHT OR THICKNES
77
insulation Top Layer Fastener Bonding�Materi�al: SELECT EDGE METAL HOOK STRIP SIZE--
Edge Metal Attachment:
Number of Fasteners per Insula
Fieid: Perimeter: Corner: --SELECT PARAPET WALL COPING MATERIAL
SELECT COPING METAL SIZE OR THICKNESS
SELECT COPING METAL HOOK STRIP SIZE--
Parapet Coping Metal Attachment:
Print Form
Reset Form
Edge Nailable Deck
MIAMI•Ki Miami-Dade County Electronic Roof Permit F orni
"Dolivering Exedlence Every fray"
Illustrate Components doted and Details as Applicable:
'
Top Ply ...... ....
InterprRlies �, .... ;... ;
q006 0 0 0:9
Base
'ti, 1 Roof Mean Height: ft. .".•. ••'•
•
'k Drip Metal: •
.... .
000000
1.
3X3 GALV 26 GA •..• ;• ;
Surfacing:
—z - Drips Poletal
Top Ply:
MINERAL SURFACE CAPSHEET
Interplies:
- r
PLY IV (2)
,ty, p�rL
Base Sheet:
��FFoD
Roof Deck _._..-
#75 BASE
Deck Type:
{ 5/8 CDX PLYWOOD
MIAMd°DY4DE MIA-MI-DADE COUNT'
0PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATOR'AND ECONOMIC RESOURCES(RE,R) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99
NOTICE OF ACCEPTANCE (NOA) �vww.miamidade.6ov/economy
GAF
1 Campus Drive
Parsippany,NJ 07054
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ). •
This NOA shall not be valid after the expiration date stated below. The Miami-Dade Count)Pj78dQct •
Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade GauatY4 :""' ,..•;
reserve the right to have this product or material tested for quality assurance purposes.If thisprodeict or
material fails to perforin in the accepted manner,the manufacturer will incur the expense otsit testing:.•.; •
and the AHJ may immediately revoke,modify,or suspend the use of such product or material Within thefr •••'•
jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami�ieae County gee
90 0
Product Control Section that this product or material fails to meet the requirements of the avgUi Ole ••
building code. . . • :gee*:•ee•
This product is approved as described herein,and has been designed to comply with the 1714fri4a•B:tilding Code �....
including the High Velocity Hurricane Zone of the Florida Building Code. a so g 0•
DESCRIPTION: GAF Conventional Built-Up Roof Systems for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's naive 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.
VERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at.the request of the Building Official.
This NOA revises NOA No. 13-1022.15 and consists of pages 1 through 31.
The submitted documentation was reviewed by Jorge L.Acebo.
f�
( rj NOA No.: 14-1030.01
MIAMhtaADECOUNTY �f Expiration Date: 11/04/18
Approval Date: 05/04/17
Page 1 of 31
ROOi,ING SYS 1)!✓l+✓a_APPROVAL
Category: Roofing
Sub-Category: BUR
Material: Fiberglass
Deck Type: Wood
Maximum Design Pressure: -97.5 psf.
TRADE NAMES OF PRODUCTS MANUFACTURE,D OR LABELED By APPLICANT:
TABLE I
Test Product
Product Dimensions Specification Description
GAFGLAS®Ply 4 39.37"(1 meter) ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced
Wide with fiberglass mat. 0000
Tri-Pl o Ply 4 39.37" 1 meter ASTM D2178 Smooth surfaced asphaltic 1 4 r mfor•d •
Y Y ( ) P ply C q .
Wide with fiberglass mat. 00,0000 :""' •
GAFGLASO 39.37"(1 meter) ASTM D2178 Smooth surfaced asphaltic ply s4gj reinforced ••••
F1exP1 TM0..
y 6 Wide with fiberglass mat. ...... 000
GAFGLASO#75 39.37"(1 meter) ASTM D4601 Smooth asphaltic base or base%ly�l�cet reiii-foo re d•
Base Sheet Wide with fiberglass mat. •
Tri-Ply®#75 Base 39.37"(1 meter) ASTM D4601 Smooth asphaltic base or base/Lly sl0eet reineioacl. •"0�
......
Sheet Wide with fiberglass mat. . .�� � �•
GAFGLASO#80 39.37"(1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced
UltimaT"Base Sheet Wide with fiberglass mat.
GAFGLASO 39.37"(1 meter) ASTM D4897 Smooth surfaced asphaltic perforated venting base
Stratavent® Wide sheet reinforced with fiberglass mat.
Perforated Venting
Base Sheet
GAFGLASO 39.37"(1 meter) ASTM D4897 Smooth surfaced asphaltic nailable venting base
Stratavent®Nailable Wide sheet reinforced with fiberglass mat.Bottom side
Venting Base Sheet surfaced with granules.
Ruberoid'20 39.37"(1 meter) ASTM D6163 SBS polyiner-modified asphalt base or
Smooth Wide anchor sheet reinforced with a fiberglass mat.
Ruberoid®Mop 39.37"(1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or
Smooth wide anchor sheet reinforced with a polyester mat.
Ruberoid®Mop 39.37"(1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or anchor
Smooth 1.5 wide sheet reinforced with a polyester mat.
Ruberoid®Mop 39.37"(1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or
Plus Smooth wide anchor sheet reinforced with a polyester mat.
Ruberoid HW 25 39.37"(1 meter) ASTM D6163 Smooth surfaced torch applied SBS base or anchor
Smooth wide sheet reinforced with a fiberglass mat.
NOA No.: 14-1030.01
MfAMbDADEC(,i NTY Expiration Date: 11/04/18
Approval Date: 05/04/17
Page 2 of 31
r
TRADE, NAME,S Of, PRODUCTS AIIAN><JIiAC T URED OR LABELED By APPLICANT.-
TABLE,
PPLICANT.-
TABLE 1
Test Product
Product Dimensions Specification Description
Ruberoid' HW 39.37"(1 meter) ASTM D6164 Smooth surfaced torch applied SBS base or anchor
Smooth wide sheet reinforced with a polyester mat.
GAFGLASO 39.37"(1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced
Mineral Surfaced Wide with fiberglass mat.
Cap Sheet
Tri-Ply®BUR 39.37"(1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced
Granule Cap Sheet Wide with fiberglass mat.
GAFGLAS® 39.37"(1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced
EnergyCapT' Wide with fiberglass mat. Cap sheet is factory co ted • •
Mineral Surfaced with TOPCOAT®EnergyCo4-r1a4omeric ••
Cap Sheet Coating. •••••• :"0")0
°' •6••r•
Topcoat®Surface 5 or 55 gallons ASTM D6083 Solvent-based thermoplastic rupNr,• •• ••••
Seal SB sealant designed to protect anaxestpte age4'tMf• „•,•
surfaces and to increase roof pe€',eetiyity. .. ..:..'
To coat® 1 5 or 55 gallons ASTM D6083 Water-based elastomeric coat •• ••••••
P g Lam...
. •
Membrane •; �•
Topcoat®MB Plus 5 or 55 gallons Proprietary Water based, low VOC prime;41,V91'gled to%lpct ••••:
asphalt bleed-through. •
Topcoat®FireOut' 5 or 55 gallons Proprietary Low VOC,water based fire barrier coating.
Fire Barrier Coating
VersaShieldo Fire- 12"x 100' rolls ASTM D226 Non-asphaltic,fiberglass reinforced underlayment
Resistant Roof and/or fire barrier
Deck Protection I
VersaShieldl Solo" 42" roll wide, 100 ASTM D146, Non-asphaltic,fire resistant fiberglass
Fire-Resistant Slip ft. D828,D4869, underlayment
Sheet D6757
Topcoat® 1, 5 gallons or TAS 139 Solvent-based elastomeric sealant.
FlexSealT" 1 qt. tube
i
NOA No.: 14-1030.01
MinMraaoecouwnr Expiration Date: 11/04/18
Approval Date: 05/04/17
Page 3 of 31
1
APPROVED INSULATIONS.-
T ASB.LE.2
Manufacturer
Product Name Product Description (With Current NOA)
EnergyGuardT'Polyiso Polyisocyanurate foam insulation GAF
Insulation
EnergyGuardT" Tapered Polyisocyanurate foam insulation GAF
Polyiso Insulation
EnergyGuardT"'Ultra Polyiso Glass-faced polyisocyanurate foam insulation GAF
Insulation
EnergyGuardT'RA Polyiso Polyisocyanurate foam insulation GAF
Insulation ••••
EnergyGuardT"RA Composite Polyisocyanurate foam insulation with high Gp•F Goes ••••;•
Polyiso Insulation density fiberboard or permalite �...:. '.
0000..
EnergyGuardT`'RH Polyiso Polyisocyanurate foam insulation •••l7•AT•" • 0 e*0 9 0
0000
Insulation • ••••%
0000 . 0000.
.9s '0. 0 00009'
EnergyGuardT"'RH Tapered Polyisocyanurate foam insulation ."IF 0 0 0
.. s• .. s Gees..
, Polyiso Insulation �
00090. G 00
EnergyGuardT"RN Polyiso Polyisocyanurate foam insulation • GAF 906906 oboe:*
e
Insulation .'. 0000..
.. . so 9 . 9
EnergyGuardT"'Perlite Roof Perlite insulation board GAF •• •
Insulation
EnergyGuardT"Perlite Recover Perlite recover board GAF '
Board t
Securocle Gypsum-Fiber Roof Gypsum board United States Gypsum Corp.
Board
Securock®Glass-Mat Roof Glass faced gypsum board United States Gypsum Corp.
Board
Structodek®High Density Fiber High density fiberboard Blue Ridge Fiberboard,Inc.
Board Roof Insulation
DensDeck®Prime Roof Board Gypsum board Georgia-Pacific Gypsum LLC
DensDeck®Roof Board Gypsum board Georgia-Pacific Gypsum LLC
NOA No.: 14-1030.01
MtaMNoa,�ecourrrr Expiration Date: 11/04/18
•••• •1 71Approval Date: 05/04/17
Page 4 of 31
APPRCVEM ASTENERS,
TABU,3
Fastener Product Product Manufacturer
Number Name Description Dia:iensions (With Current NOA)
1. Drill-TecT"#12 Fastener Phillips head,modified #12 x 8"max. GAF
buttress thread,pinch point, length,#3
carbon steel fastener for use Phillips head.
in steel or wood decks.With
CR-10 coating.Available
with a pinch point or drill
point.
2. Drill-Tec"#14 Fastener Tnrss head,self-drilling, #14 x 16" GAF'
pinch point,high thread max. length,
fastener for use in steel,wood #3 Phillips
or concrete decks. head.
3. Drill-TecT"'ASAP 3S Drill-TecT"`#12 Fastener with See GAF
0000
Drill-Te 3"Standard Steel components •
. . 0000 0000..
Plate. 61 •'
0000..
4. Drill-Tec T"' 3"Steel Plate Round Galvalume®steel 3"Round
0000..
stress plate with reinforcing 0000..
0000
ribs and recessed for use with ••••••
0000 . 0000.
Drill-TecT"'fasteners. 64:69:
.. ..;•
S. Drill-Tec''3"Standard Steel Galvalume®coated steel 3"Round " " GAF"
0000..
Plate stress plate for use with •r 6 6 6 4 4 •
approved Drill-Tee T"' ••••••
fasteners. 00
6. Drill-Tec"AccuTraco Flat A2-SS aluminized steel plate 3" square; GAF"
Plate for use with Drill-TecT" .017"thick
fasteners.
7. Drill-Tec"'AccuTrac® Galvalume steel plate with 3" square; GAF
Recessed Plate recess for use with Drill- .017"thick
TecT"'fasteners.
8. Drill-Tec 3 in.Ribbed Round Galvalume®plated 3"Round GAF
Galvalume Plate(Flat) steel stress plate with
reinforcing ribs for use with
Drill-TecT"'fasteners.
NOA No.: 14-1030.01
MiaMaoanEcourtnr Expiration Date: 11/04/18
Approval Date: 05/04/17
Page 5 of 31
VVIF31!NCE SUBMITTED!:)'
Test Agency 'fest Identifier Ilesciiytion haze
Factory Mutual Research Corp. 3014547 4470 05/22/03
3029832 4470 05/11/07
3033135 4470 11/24/08
3034312 4470 04/09/09
- 3036980 4470 08/14/09
3038278 4470 11/18/11
' 3040738 4470 11/16/10
3041769 4470 05/26/11
3042887 4470 11/14/11
3042905 4470 01/10/12
3046081 4470 02/13/13
3047636 4470 08/08/13
ODOA8.AM 4470 07/09/99
OD1A8.AM 4470 07/29/94
OY9Q5.AM 4470 04/01/98
1B9A8.AM 4470 @1 /97 •
2B8A4.AM 4470 Q7/02J97
3B9Q l.AM 4470
3D4Q2.AM 4470 ••• •• 05/30/97 •
797-03221-267 4470
.... Qi/; SQ7 ;....
797-03825-267 4470 ••" 07/21/08
797-10228-267 4470 A f X3715 •
.. .. .. . ......
UL LLC R1306 UL 790 :":': 04/0-4/17 •,
. . . . ......
PRI Construction Materials GAF-012-02-02 ASTM D4977 ,•, i�0.6•/a1 : •
Technologies,LLC GAF-020702-01 ASTM D4977 QZfQ,1yQ2 '
GAF-082-02-01 ASTM D6083 05107/06
GAF-084-02-01 ASTM D6083 05/09/06
GAF-122-02-01 TAS 139 05/07/06
GAF-270-02-02 ASTM D226 11/15/10
GAF-276-02-01Rev ASTM D6083 12/16/10
GAF-276-02-02 ASTM D226 11/15/10
GAF-306-02-01 ASTM E96 07/07/11
GAF-314-02-01 ASTM D2178 08/23/11
GAF-315-02-01 ASTM D2178 08/23/11
GAF-369-02-01 ASTM C1289 10/22/12
GAF-417-02-01 ASTM C1289 05/28/13
GAF-464-02-01 ASTM C1289 10/22/12
GAF-464-02-01 ASTM C1289 02/06/14
GAF-499-02-01 ASTM D6083 03/12/14
GAF-500-02-01 ASTM D6083 03/12/14
GAF-549-02-01 TAS 114 08/08/14
GAF-549-02-02 TAS 114 08/08/14
GAF-559-02-01 TAS 117(B) 09/30/14
NOA No.: 14-1030.01
MIAMI•o ecourtrr Expiration Date: 11/04/18
Approval Date: 05/04/17
Page 6 of 31
4
EVIDENCE SUBMITTED: (CONTINUED)
Test Agency Test Identifier Description Date
PRI Construction Materials GAF-559-02-04 ASTM D 1876 10/01/14
Technologies,LLC GAF-559-02-05 ASTM D 1876 10/15/14
GAF-559-02-06 TAS 114(H) 10/02/14
GAF-559-02-07 ASTM D 903 10/02/14
GAF-559-02-08 ASTM D 903 10/02/14
GAF-559-02-09 ASTM D 903 10/02/14
GAF-559-02-11 TAS 114 10/14/14
GAF-559-02-12 TAS 114 , 10/14/14
GAF-559-02-13 TAS 114 10/15/14
GAF-559-02-14 TAS 114 10/15/14
GAF-559-02-15 TAS 114 10/15/14
GAF-559-02-16 TAS 114 10/15/14
GAF-559-02-18 TAS 114 10/15/14
GAF-559-02-19 TAS 114 04/16/15
IRT of S. Fl. 02-005 TAS 114 Cj&Q2
02-014 TAS 114 03/=Q2 ......
Trinity I ERD C8500SC.11.07 TAS 117 ...... 1 tl43t7f8
G30250.02.10-3-R2 ASTM D3909 ...:.. 06/03115 .
G31360.03.10 ASTM D6164 .••••� 03/31/40
G33470.01.11 ASTM D6164
•••• 1 %16/11 ••�••�
634140.04.11-2 ASTM D6163 04f2-%111
G34140.04.11-4-R2 ASTM D6401 ...... 06id4/15
G34140.04.11-5-R3 ASTM D4897 0¢/04/j 5
G36780.07.11-R1 4470-TAS 114 07?1"/ii
G40630.01.14-1 ASTM D6163 •• 01406/14
G40630.01.14-2A ASTM D6164 C li101/44
G40630.01.14-2A-1-Rl ASTM D6164 04/10/14
G43610.01.14 ASTM D3909 01/22/14
G6850.08.07-1 ASTM D3909 08/13/07
SC6870.08.14-R1 ASTM D3909 09/04/14
Atlantic&Caribbean Roof 11-053 TAS 114 08/12/11
Consultants,LLC
NOA No.: 14-1030.01
'- Expiration Date: 11/04/18
GIALMI•DADEGO INiY Approval Date: 05/04/17
;.
Page 7 of 31
Membrane Type: BUR
Deck Type 11: Wood,Non Insulated i
Deck Description: Min. 15/32"thick or greater plywood or wood plank secured 6 in. o.c. at panel end and
intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c.at inax.
System Type E(3): Anchor sheet mechanically attached to roof deck.
,All General and System Limitations shall apply.
,Fire Barrier: TOPCOAT FireOutT"Fire Barrier Coating,VersaShield®Fire-Resistant Slip Sheet or
(optional) VersaShield'Solo"Fire-Resistant Slip Sheet installed per manufacturer's installation
instructions.
Anchor sheet: GAFGLAS®#75 Base Sheet,Tri-Ply®475 Base Sheet,Ruberoid®20 Smooth or
GAFGLAS®Stratavent®Venting Nailable Base Sheet is secured as described below.
Fastening Miami-Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in.
Option#1: diameter tin caps are spaced 8 in. o.c.in the min.4 in.wide anchor sheet side laps and 8
in. o.c. in the field of the sheet in two staggered rows.
(Maximum Design Pressure:—45 psf. See General Limitation#7) ••••
. . 9999 9999..
Fastening Miami-Dade County Approved min. 12 ga. annular ring shank nails�hd:nin. 4X77 in. ••
Option#2: diameter tin caps are spaced 6 in. o.c.in the min 4 in.wide anchoc-6k a6side lips 1$3 6 9 0 0 6 6 0
in. o.c. in the field of the sheet in two staggered rows. •••••• •
.60009
(Maximum Design Pressure:—52.5 psf. See General Limitation."•0 •
9999..
00000 99699
Fastening Drill-Tee"#14 Fasteners and Drill-Tec'3 in. Standard Steel PlaiasT Dt*ll-Tees:0�. 0 0:9 6•
Option 43: AccuTrac®Flat Plates or Drill-TecT"3 in.Ribbed Galvalume Platt•(Plat)are spaeec416 ••••••
in. o.c. in the min.4 in.wide anchor sheet side laps and 16 in. o.c:111:111 field of the sheet •0
. . .
in two staggered rows. •••0.0• 999900
(Maximann Design Pressure:—52.5 psf. See General Limitatione#7)••; 00 0 :0900:
0 0 0
Fastening Drill-TecT"414 Fasteners and Drill-Tee'3 in. Standard Steel Plates,Drill-TecT'*0 0
Option 44: AccuTrac®Flat Plates or Drill-TecT"3 in.Ribbed Galvalume Plate(Flat)are spaced 12
in. o.c. in the min 4 in.wide anchor sheet side laps and 12 in.o.c. in the field of the sheet
in two staggered rows.
(Maximum Design Pressure:—60 psf. See General Limitation#7)
Fastening Drill-TecT°'#14 Fasteners and Drill-TecT"3 in. Standard Steel Plates,Drill-TecTA'
CT'3 in.Ribbed Galvalume Plate(Flat)are spaced 8 in.
Option#5: AccuTrac®Flat Plates or Drill-Te
o.c.in the min. 4 in.wide anchor sheet side laps and 8 in. o.c.in the field of the sheet in
three staggered rows.
(Maximum Design Pressure:—97.5psf.See General Limitation 47)
Ply Sheet: When optional cap sheet is present:
Two or more plies of GAFGLAS Ply 4,Tri-Ply®Ply 4, GAFGLAS Flex Ply 6 adhered
in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's
installation instructions.
When optional cap sheet is not present:
Three or more plies of GAFGLAS®Ply 4,Tri-Ply®Ply 4,GAFGLAS Flex Ply,6
adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per
manufacturer's installation instructions.
NOA No.: 14-1030.01
MIAM4DADECOU��>, Expiration Date: 11/04/18
Approval Date: 05/04/17
Page 27 of 31
Cap Sheet: (Optional)GAFGLASI Mineral Surfaced Cap Sheet,Tri-Plyo BUR Granule Cap Sheet
or GAFGLAS EnergyCapT"'Mineral Surfaced Cap Sheet adhered in a full mopping of hot
asphalt applied at 20—40 lbs./sq. installed per manufacturer's installation instructions.
Surfacing: Optional on granular surfaced membranes; required for smooth membranes.
Chosen components must be applied according to manufacturer's application
instructions. All coatings must be listed within a current NOA.
1. Gravel or slag applied at 400 lbs./sq. and 3001bs./sq.respectively in a flood coat of
approved asphalt at 601bs./sq.
2. Topcoat®Membrane or Topcoat®Surface Seal SB applied at 1 to 1.5 gal./sq.
OR
Topcoats MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer)followed by
Topcoat®Membrane applied at 0.5 to 0.75 gal./sq.
3. Fiber Aluminum Roof Coating.
1
Maximum Design
Pressure: See Fastening Above.
0000
0000 0000..
0000..
0000..
0000..
•..•..
. •
• 0000..
0000 0 •000•
00.00. .• . 000.0
0000.. 0 0
• . .
. • . . ....•.
0000..
•
. 0000..
•• • •• . • •
• . .
00
F
NOA No.: 14-1030.01
MIAMI•DADE'tQNTY Expiration Date: 11/04/18
' Approval Date: 05/04/17
Page 28 of 31
a
WOOD i0 ECIC SVSTI;m LmITATIONS:
1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS'Flex Ply"'6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum 1/4"DensDeck'm Roof Board or 1/2"Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LT.IMITATIONS:
1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire
ratings of this product:
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control
Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size
' shall be 4'x 4'maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations
when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot
mopping with approved asphalt, 12" diameter circles,24" o.c.; or strip mopped 8"ribbons in three rows,one at
each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Enc ircling.ofthe. 0*2*0 0
strips is not acceptable.A 6" break shall be placed every 12'in each ribbon to allow cross;V1trlaf on. l�sph*lt 6•
application of either system shall be at a minimum rate of 121bs./sq. Note: Spot attacheJ.Vstgms s*Ybe9000:0
limited to a maximum design pressure of-45 psf. 0.0:00
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F'Jeakx of 2)51bf,-.a.s
tested in compliance with Testing Application Standard TAS 105. If the fastener value,as ff2ia'tested,are below 00:00,
0000.. 00 0 0000.
275 lbf.insulation attachment shall not be acceptable. . . . . .
00000
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment'�ba o ed on a minimum
fastener resistance value in conjunction with the maximum design value listed within a spe�ifiC sJstem..Sholtld the 0„0 0 0
00
fastener resistance be less than that required,as determined by the Building Official,a revised fastener,Va'6t$ff,
prepared,signed and sealed by a Florida Registered Professional Engineer,Registered Arcl i�tect,or Reai9ttrad
IV 0.0-0
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance 11lue
taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application
Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application
Standard RAS 117. Calculations prepared,signed and sealed by a Florida registered Professional Engineer,
Registered Architect,or Registered Roof Consultant(When this limitation is specifically referred within
this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conforn 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.: 14-1030.01
=M�1AMZ1--.0PRE06: Expiration Date: 11/04/1R
UNTY
► ► ,_ Approval Date: 05/04%17
Page 31 of 31
1/16/2018 TGFU.R1306-Roofing Systems
ONLINE CERTIFICATIONS DIRECTORY
TR GFU.R1306
R00fing Systems
Page Bottom
Roofing Systems
r
See General Information for Roofino Systems
GAF R1306
1 CAMPUS DR
PARSIPPANY, N7 07054 USA
"RUBEROIDO 20 Smooth"or"RUBEROID@ Mop Smooth"or"RUBEROID@ Mop Smooth 1.5"may be utilized as an alternate to Type G2
"GAFGLAS@ #75 Base Sheet"or"Tri-Ply@#75 Base Sheet"or"GAFGLAS@#80 UltimaT" Base Sheet" base sheets in any of the following
Classifications. '
1/2-in. thick(minimum)gypsum board or 1/4-in.thick(minimum) Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime
Roofboard"or"DensDeck@ DuraGuardT"' Roofboard"or 1/4-in.thick(minimum) United States Gypsum Co. "SECUROCK@ Roof Board" (Type
FRX-G)or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX) may be used in any existing noncombustible deck Classification. When this is
done,the resulting roofing system is acceptable for use over combustible(15/32-in.thick minimum) roof decks. However,the butt joints in the
gypsum board and Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"or"DensDeck@ DuraGuardTM
Roofboard"are to offset a minimum of 6-in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it mLItb2`pjaced
below the overlayment board. 1/4-in. thick(minimum) "SECUROCK@ Roof Board"(Type FRX-G)and "SECUROCK@ Gloss-Mat RO01`431bard" •+0000
(Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UtC ssited inswlatioa except •'
polystyrene. •••+•+ •
0004•• • 0000••
•
Multiple plies of Type G1 "GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-FleZ8lb'M6" may be adhered ti*000:
Georgia-Pacific Gypsum LLC'DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"or"DensDeck@ DuraGuard"Roofboard" in hot roofing •
asphalt. 00000
0
:0.004 •00••
"GAFGLAS@ FlexPIyT"' 6 5L"and "GAFGLASO FlexPlyT"' 6" may be used interchangeably in any roof covering syste%l'sTod below**.** •�•••
•• •• •• • 0000••
"EnergyGuardT"' Ultra" is an acceptable alternate to"EnergyGuardT""' in any applicable Classification. .••+•. . +'
• • 4 •
"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" may be mechanically fastened or fully adhered with hot roofing asphaltivor•:• •0••"
noncombustible decks and as a recover over existing roof systems. • • • • •
1 • • • 0000••
"EnergyGuardT`"*Perlfte Insulation" may be utilized as a cover board over"EnergyGuardT'"" in any of the following systems. '0000•
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 0") in any applicable Non-Combustible Roof Deck Classifications.
"EnergyGuardT"'Tapered" is an acceptable alternate to"EnergyGuardT""' in any applicable Classification.
"EnergyGuardT" Ultra Tapered" is an acceptable alternate to"EnergyGuardT'" Ultra" in any applicable Classification.
"EnergyGuardT"' NH Tapered"is an acceptable alternate to"EnergyGuardT' NH" in any applicable Classification.
"EnergyGuardT"' NH Ultra Tapered" is an acceptable alternate to"EnergyGuardT"' NH Ultra" in any applicable Classification.
"EnergyGuardT"' Barrier Tapered" is an acceptable alternate to"EnergyGuardT'" Barrier".
"EnergyGuardT'" NH Barrier Tapered"is an acceptable alternate to "EnergyGuardT" NH Barrier".
Minimum 1-in.thick"EnergyGuardT" Barrier" is an acceptable alternate to"EnergyGuardTM Ultra" in any applicable Classification.
Minimum 1-in. thick"EnergyGuardT' NH Barrier" is an acceptable alternate to"EnergyGuardT"' NH Ultra" in any applicable Classification.
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Type G2 asphalt glass mat base sheet("GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet"or"GAFGLAS@ #80 UltimaT" Base Sheet")
is a suitable alternate for Type G1 asphalt glass fiber ply sheet("GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLASO 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 G2 asphalt saturated glass mat base sheet"GAFGLAS@ Stratavent@ Nailable Venting
Base Sheet"or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet". Perforated base sheets to be loose laid or fully adhered with hot
roofing asphalt and nailable base sheets are to be mechanically fastened granule side down.
As an option Type G2 asphalt glass mat base sheet("GAFGLAS@ #75 Base Sheet"or"Tri-Ply@#75 Base Sheet"or"GAFGLAS@#80 Ultima TM
Base Sheet"or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet") may be substituted for Type G1 asphalt glass fiber ply sheet
http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAM E/showpage.html?name=TGFU.RI306&ccnshorttitle=Roofing+Systems&objid=1074351... 1/49
1/16/2018 ! TGFU.R1306-Roofing Systems
("GAFGLASO 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. L
i
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.
"GAFGLAS@ Flashing"or"RUBEROID@" may be used for flashing in any of the Class A, B or C systems listed below.
When "perlite" is referenced, this includes any UL Classified perlite insulation.
Crushed stones or slag are suitable alternates for gravel in any of the Class 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 rating.The use of 1/2-1n. 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 board and deck with rosin paper(perlite/rosin
paper/polystyrene/perlite) 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".
"GAFGLAS@#80 Ultima T" Base Sheet" may be used in any of the following systems.
"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 Systems with Hot Roofing Asphalt"may be surfaced with "United CoatingsT" FireShield MB
Roof Coating"applied at a rate of 2-1/2 to 3-gal/100-ft2.
Class A, B and C }
Hot roofing asphalt,for use with glass felts or modified bitumen membranes.
"RUBEROIDO Heat Weld"SBS roofing membranes may be used in lieu of"RUBEROIDO Mop"SBS roofing membranes in any ap�iliaebie
Classification. 0
• • •0•Y 0000••
Class A •• • • 0 •
0000•• •
•00.00 • 00000•
1. Deck:C-15/32 0
/ Incline: 000000 0 • �
0000••
Barrier Board (Optional): —One or more layers minimum 1/4-in.thick Georgia-Pacific Gypsum LLC"D�' jW?<O RoillAT; or • •
"DensDeck@ Prime Roofboard"or"DensDeck@ DuraGuardT" Roofboard"or minimum 1/4-in. thick United States Gypsum CS 0000•
"SECUROCK@ Roof Board"(Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX). 00;00; 00 000 0000•
Vapor Barrier:—one or more plies"GAF@ SA Vapor Retarder"self-adhered 00 00 •• • 000000
Insulation: —One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane orP�r1i�Eolyisocyandrate •
i composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickpess. • • • 0000•0
Ply Sheet: —Three or more plies Type G1 "GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply6" or�'Tri-Ply(Z"61:lexible0 0
Ply 6",fully adhered with hoot roofing asphalt. • • • 000000
Surfacing: —Gravel. •• • •• • 0 •
2. Deck: C-15/32 incline: 2
Barrier Board (Optional): —One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or
"DensDeck@ Prime Roofboard"or"DensDeck@ DuraGuardT" Roofboard"or minimum 1/4-in, thick United States Gypsum Co.
"SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX).
Insulation: —One or more layers perlite or wood fiber or glass fiber or polyisocya n u rate 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"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible
Ply 6",fully adhered with hot roofing asphalt.
Cap Sheet: —Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ BUR Granule Cap Sheet"or"GAFGLAS@ EnergyCapTM
Mineral-Surfaced Cap Sheet",fully adhered with hot roofing asphalt.
i
3. Deck: NC Incline: 2
Barrier Board (Optional): —One or more layers minimum 1/4-in.thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or
"DensDeck@ Prime Roofboard"or"DensDeck@ DuraGuardT" Roofboard"or minimum 1/4-in, thick United States Gypsum Co.
"SECUROCK@ Roof Board"(Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX).
Insulationtional
O
( P ): —One or more layers perlite or wood fiber or glass fiber or polyisocya nu rate or urethane or
perlite/polyisocya n u rate composite or perlite/urethane composite or wood fiber/polyisocyan u rate composite or phenolic, 2 lin. maximum.
Ply Sheet: —Two or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible
Ply 6",fully adhered with hot roofing asphalt. l
Cap Sheet: —Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ BUR Granule Cap Sheet"or"GAFGLAS@ EnergyCapT"
Mineral-Surfaced Cap Sheet",fully adhered with hot roofing asphalt.
4. Deck:C-15/32 Incline: 1
Slip Sheet(Optional): — Red rosin paper, nailed to deck.
Insulation (Optional): —Any thickness perlite or wood fiber or glass fiber or polyisocya n u rate mechanically fastened or adhered with
{ OMG Inc. "OlyBond Fastening System"or any UL Classified insulation adhesive.
Base Sheet: —One ply Type G2 "GAFGLASO #75 Base Sheet"or"Tri-Ply@ #75 Base Sheet"or"GAFGLAS@#80 Ultima T"Base Sheet"
or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet",mechanically fastened.
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