RF-16-1930 ��;� ���
F
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-263025 PermitNumber: RF-7-16-1930
Scheduled Inspection Date:August 05,2016 Permit Type: Roof
Inspector: Mesa,Michel Inspection Type: Final Roof
Owner: CLAUSSEN,KENNETH AND VIRGINIA Work Classification: Flat
Job Address:370 NE 97 Street
Miami Shores,FL Phone Number
Parcel Number 1132060135820
Project: <NONE>
Contractor: TOP SEAL SERVICES CORP Phone:(305)754.7844
Building Department Comments
RE ROOF SMALL FLAT TO REMOVE PONDING WATER. InFactio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed DENNIS
30&21&9494
Failed
Correction a
Needed
Re-Inspection
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid
10
August 04,2016 For Inspections please call:(305)762-4949 Page 17 of 35
r
�rmit Na.
Miami Shores Village flTllff T B jjj
10050 N.E.2nd Avenue NE
Miami Shores,FL 33138-0000
f'etlx2ll�taf ,Aia PRS'VED
Phone: (305)795-2204 " -- -
Ex iration: 01124l2017
i� te-7101, p-
Project Address Parcel Number Applicant
370 NE 97 Street 1132060135820
Miami Shores, FL Block: Lot: KENNETH AND VIRGINIA CLAD:
Owner Information Address Phone Cell
KENNETH AND VIRGINIA CLAUSSEN 370 NE 97 Street
MIAMI SHORES FL 33138-2406
Contractor(s) Phone Cell Phone Valuation: $ 4,500.00
TOP SEAL SERVICES CORP (305)754-7844
_.,p _...... Total Sq Feet: 600
Type of Work:Re Roof Available Inspections:
Additional Info:RE ROOF SMALL FLAT TO REMOVE PONDIN 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-Owners Bond $500.00 Invoice# RF-7-16-60558
CCF $3.00
DBPR Fee $3.75 07/12/2016 Check#:5163 $50.00 $724.50
DCA Fee $3.75 07/28/2016 Check#:5171 $224.50 $500.00
Education Surcharge $1.00 07/28/2016 Check*11366 $500.00 $0.00
Permit Fee-New Roof $250.00 Bond#:3171
Scanning Fee $9.00
Technology Fee $4.00
Total: $774.50
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
co uction a zo ng. uthermore,I authorize the above-named contractor to do the work stated.
- July 28,2016
ized Si ature: wne / Applicant / Contractor / Agent Date
Building Depa opy
July 28,2016 1
i Miami Shores Village RECRIVE
JU_ 12 2016
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 �—
FBC 200
BUILDING Master Permit Noy RF_( b -19.3-)
PERMIT APPLICATION Sub Permit NoF
❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSI N ❑RENEWAL
PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: *7
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): � '��� '� �6�� awe s� � Phone#: -®OC° �� "��Opps
Address:
City: %4 s 9�'40•4"Q S State: d=am Zip: 7:1�� ®av_�)
Tenant/Lessee Name: e Phone#:
Email:
CONTRACTOR:Company Name: 9 _ �� C c= - Phone#: _ lz(fnG_ '3z-?C)
Address:
City: " State: Zip:
Qualifier Name: r'--{ Phone#:
State Certification or Registration#: C C-C ( S5 C Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: nn flfl City: State: Zip:
Value of Work for this Permit:$ "1 ® Square/Linear Footage of Work: 9�cz)0 It
Type of Work: ❑ Addition ❑ .Alteration ❑ New Repair/Replace ❑ Demolition
Description of Work:
4�
Specify color of color thru tile:
Submittal Fee$d^ Permit Fee$ 12,50 CCF$ 00 CO/CC$
Scanning Fee$ 1 Radon Fee$ _ DBPR$ C-) Notary$
Technology Fee$ 1 , 60 Training/Education Fee$ Double Fee$
Structural Reviews$ Bond,$ +
TOTAL FEE NOW DUE$ 2'14 - 50
(Revised02/24/2014) 4 :7 C21— 6 5 0
� V
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. t absence o ch posted notice, the
inspection wi approved and a reinspection fee will be charged.
a
Signature Signature ,
OWNER or AGENT O CT
The foregoing instrument was acknowledged before me this The foregoing instrument was 4cknowledged before me this
day of 3U W ,20 _, by day of ` 20 1 �J , by
w,who is personally known to pz�Q'�ta' K ,who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY P LI NOTARY PUBLIC:
Sign: Sign:
Print: I-AC Print: C
NA
4 ANT��9I®
Seal: Seal: 's �I
J�' GIOMAR L WE;ATHERWAX I+AY COtA5�lia lON C ®?93 7
MY COKOAMION 0 FF921148 EXPIRES c:�h;L{ar '?8.2017
EXPIRES Sept 23.2019 '107)39P-0
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014) D
Property Search Application - Miami-Dade County Page 1 of 1
PR USER
0 FICE OF 11 IT
PROPER Y AP
Summary Report
Generated On:7/12/2016
Property Information
Folio: 11-3206-013-5820
Property Address: 370 NE 97 ST FO
Miami Shores,FL 33138-2406
Owner KENNETH F CLAUSSEN&W
VIRGINIA
Mailing Address 370 NE 97 ST t
MIAMI, FL 33138-2406
Primary Zone 1000 SGL FAMILY-2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL-SINGLE
FAMILY: 1 UNIT
Beds/Baths I Half 3/2/0
,
Floors 1 44,
Living Units 1
Actual Area Sq.Ft
Living Area Sq.Ft
Adjusted Area 3,878 Sq.Ft Taxable Value Information
Lot Size 11,500 Sq.Ft 2016 2015; 2014
Year Built 1975 County
Exemption Value $50,000 $50,000 $50,000
Assessment Information Taxable Value $190,545 $188,8731 $186,978
Year 2016 2015 2014 School Board
Land Value $287,615 $276,299 $241,408 Exemption Value $25,000 $25,000 $25,000
Building Value $298,102 $300,667 $295,391 Taxable Value $215,545 $213,873 $211,978
XF Value $2,831 $2,473 $2,502 City
Market Value $588,548 $579,439 $539,301 Exemption Value $50,000 $50,000 $50,000
Assessed Value $240,545 $238,873 $236,978 Taxable Value $190,545 $188,873 $186,978
Regional
Benefits Information Exemption Value $50,000 $50,000 $50,000
___................_._................................
_
Benefit Type 2016 2015 2014 Taxable Value $190,545 $188,873 $186,978
Save Our Homes Assessment
Cap Reduction $348,003 $340,566 $302,323 Sales Information
Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price! OR Book-Page Qualification Description
Second Exemption $25,000 $25,000 $25,000
Homestead
Note:Not all benefits are applicable to all Taxable Values(i.e.County,
School Board,City, Regional).
Short Legal Description
MIAMI SHORES SEC 1 AMD PB 10-70
LOTS 3&4 BLK 43
LOT SIZE 100.000 X 115
75R 109834
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 hftp://www.miamidade.gov/info/disclaimer.asp
Version:
http://www.miamidade.gov/propertysearch/ 7/12/2016
OWNER'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNEC"I'ION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PURSUANT TO SECTION 553.844 F.S.
To: Miami-Dade County Building&Neighborhood Compliance Department
11805 Coral Way, Suite 111
Miami,FL 33175
Re: Owner's Name 'l�
Property Address '�O +L-
Roofing Permit Number
Dear Building Official:
I &4�k 1 bA�� certify that I am not required to retrofit the roof to wall
connections of my building because:
71a just valuation for the structure for purposes of ad valorem taxation in less than$300,000.00.
The building was constructed m compliance with the provisions of the Florida Building Code
C) or with the provisions of the 1994 edition of the South Florida. Building Code (1994
SF ).
Signature of Property
X,-,, Iia J ...
Print Name
STATE OF FLORIDA COUNTY OF MIAMI-DARE
Sworn to and subscribed before me this
V
day of
20 �, r°`;R:• �•o KATHRYN D.JORDAN
MY COMMISSION t FF
EXPIRES:August 3,2017
�f��a noQO! Bonded Thru Budget Notary Servioea
LIGionally known
or Produced Identification
When the just valuation of the structure for purposes of ad valorem taxation s equal to or more than
$300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC,
and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided.
ROOF ASSEMBIL1011 AND ROOFTOP STRUCTURES
1 t
Florida Building Code 5th Edition(2014) JUL
.P—
` High-Velocity Hurricane Zone Uniform Permit Application F�rm. 1
! 7. 1
Section A(General Information)
1 r31 1
Master Permit No. Process No. 1
Contractor's Name _MS
r 1
Job Address
1
ROOF CATEGORY 1
I Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles 1
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1
1
❑ Prescriptive BUR-RAS 150 1
ROOF TYPE 1
❑ New roof ❑ Repair ❑ MaintenanceRer ting • C3 Recovering i
ROOF SYSTEM INFORItMATI 1
Low Slope Roof Area(SF) � Steep Sloped Roof AREA(SSF) '1 / _ Total(SF) 1
-� 1
1
Section 8(Roof Plan) 1
Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains. Include dimen-
sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 1
1
- _ 1
<' 0 1
q
N> 0 1
C° < 1
co
M
E
1
00 r
0 L) r 1
F 1
r�
L 1
•• •• • • • 1
• % % % • • •
FLORIDA BUILDING CODE--BUILDING,6th EDITION(2014) •
1!•37
Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliczer Palo-.0.$N15 J:5Z-12 A$p a;anbto 4cense
Agreement.No further reproductions authorized. • •• •• • • • •• ••
••• 0 • 0
••• 0
•
Florida Building Code Edition 20W 1-4
High Velocity Hurricane Zone Uniform Permit Application Farm
Section C (Low Sloped Roof System)
Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet
and Identify Manufacturer Attachment
(If a component is not used,identify Al
System Manufacturer: 4JOW Field:I oc @ Lap,#Rows �' @ Loc
04' / •Q
NOA No.: Perimeter: "oc @ Lap,#Rows @ "oc
Design Wind re ures,From RAS 28 or Calculations: ®Comer. °oc @ Lap,#Rows @ "OC
jF Pmax1: Pmax2: / . Pmax3:�
Number of Fastener Per Insulation
Max.D ign Pressure,From the Specific NOA Board
System: '
Field: PerimeComer
Deck: r�
Type:
Illustrate Components Noted and
Gauget'Thickness: 4 Details as Applicable:
Woodblocking, Gutter, Edge Termination,
Slope' °� Stripping, Flashing, Continuous Cleat, Cant
Strip, Base Flashing, Counter- Flashing,
Anchor/Base Sheet&No.of Ply(s): Coping,Etc.
Anc r�se t F ea Bo rl I; Indicate: Mean Roof Height, Parapet Height,
Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Insulaion Base Layer: �,, �� a� Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
Base Insulation Size and Thickness: e�
Bas I on Fa erten t
FT.
Top Insulation Laer
ApowParapet
Top Insulation Size and Thickness: Height
Top Insulation Fastener/Bonding Material:
� � v FT
Base ShMe(s)8 No.o'Iffy,s): �`� #7"
�' Mean
Base Sheet F sten r/Bonding Maters Roof
Height
110,
Ply Sheet(s)&No.of Ply(s): "
Ply Sheet FastenerBonding Material:
P y: .. . . .
Top Ply FastenerB it Mate
.. .... .. . . . ..
Surfacing: •
.. . . . . . . . .
. .. .. .. . . .
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
SECTION 1524
LOCITY HURRICANE ZONES--REQUIRED OWNERS NOTIFICATION
'FOR ROOFING CONSIDERATIONS
1524.1 Scope.As it pertains to this section,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 section.The
provisions of Chapter 15 of the Florida Building Code,Building 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 and the contractor.The owners initial in the
designated space indicates that the item has been explained.
`t Y .Aesthetics-workmanship:The workmanship provisions of Chapter 15(High Velocity
`--K6ir:cane Zone)are for the purpose of providing that the roofing system meets the wind resistance and
water intrusion performance standards.Aesthetics(appearance)are not a consideration with respect to
workmanship provisions. Aesthetic issues such as color or architectural appearance,that are not part of a
zoning code,should be addressed as part of the agreement between the owner and the contractor.
mMa.Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be
in accordance with the current provisions of Chapter 16(High Velocity Hurricane Zones)of the
Florida Building Code.(The roof deck is usually concealed prior to removing the existing roof system).
3.Common roofs: Common roofs are those which have no visible delineation between
nei oring units(i.e.townhouses,condominiums,etc.):In buildings with common roofs,the roofing
contractor and/or owner should 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
�_ viewed from below.The owner may wish to maintain the architectural appearance;therefore,
roofing nail penetrations of the underside of the decking may not be acceptable.The owner provides the
option of maintaining this appearance.
('- 5.Ponding water: The current roof system and/or deck of the building may not drain well and
may cause water to pond(accumulate)in low-lying areas of the roof.Ponding can be an indication of
structural distress and may 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 roofing system is removed.Ponding conditions should be corrected.
r' overflow scuppers(wall outlets):It is required that rainwater flows off so that the roof is not
over aded from a buildup of water.Peruneter/edge walls or other roof extensions may block this
discharge if overflow scuppers(wall outlets)are not provided.It may be necessary to install overflow
scuppers in accordance with the requirements of:Chapter 15 and 16 herein and the Florida Building
Code,Plumbing.
Ventilation:Most roof structures should have some ability to vent n0=l'at1lpv tthmygl;tte.•-
interior of the structural assembly(the building itself).The existing amount of fpc vej#VQ S 111 M •
be reduced.Exception:A ' esignad by a Florida-licensed engineer or risgis ed�YciGtdetxo:
eliminate the attic venting, s 1 not be required.
Owner's/A ' si ature: Date: 1:*:/ Cot;tract$i's ;•
.. . . . . . . . .
Signature: e • •• _= i• i•• •••
Property Address: ') 4J — S.
... . . . . ... . .
. .. . . . . .. ..
... . . . ... . .
MIAMI-DARE MIAMI-DADE COUNTY
MM 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)31525-99
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
GAF
1361 Alps Road
Wayne,NJ 07470
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product
Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)
reserve the right to have this product or material tested for quality assurance purposes.,If this product or
material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing
and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their
jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County
Product Control Section that this product or material fails to meet the requirements of the applicable
building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF 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 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 thq mari4'j Vr;t$dast tutors
and shall be available for inspection at the job site at the request of the Building L]ffidI 1.: : : : :': '.
This NOA renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16
The submitted documentation was reviewed by Jorge L.Acebo. a 009 000 0,6
. .
NOA No.: 13-1022.15
fl�AMDECOUN7Y Apiration bat;: Al/04A8
. , "Viil Pati: 1110§/14
ROOFING SYSTEM APPROVAL
Category: Roofing
Sub-Category: BUR
Material: Fiberglass
Deck Type: Wood
Maximum Design Pressure: -75 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
GAFGLAS®#75 Base 39.37"(1 meter) ASTM D4601 Type II asphalt impregnated and coated glass mat
Sheet Wide base sheet.
GAFGLAS®#80 Ultima" 39.37"(1 meter) ASTM D4601 Type II asphalt impregnated and coated, fiberglass
Base Sheet Wide base sheet.
GAFGLAS®F1exPl)jm 6 39.37"(1 meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt
Wide coating.
GAFGLAS®Ply 4 39.37"(1 meter) ASTM D2178 Type IV asphalt impregnated glass felt with asphalt
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®EnergyCapm 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
Eliminator"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-
Weld7 Smooth Wide modified asphalt and stat
oth surfaced.
Ruberoid®SBS Heat- 39.37"(1 meter) ASTM D6164 Non-Woven Polyester coated with polymer-
Weld7 25 Wide modified asphalt said• 'ooth susfaced* ••.
Ruberoid®20 39.37"(1 meter) ASTM D6163 SBS modified asftalt44 sbebt teilftr0 with a
Wide glass fiber mat.
Ruberoid®Mop Smooth 39.37"(1 meter) ASTM D6164 Non-woven p 4yestoBmat ooated-with polymer-
wide modified asphalt anti srgoolh s4acpd.• ;
. .. .. .. . . .
NOA No.: 13-1022.15
Mu►riaoane courmr • 11/044 R
•• f jy�Datj•
• fj1®g�4
••• 0 0 "e02 ofg6
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
FireOutn" 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 sprayable thermoplastic rubber
SB sealant designed to protect and restore aged roof
surfaces and to increase a roofs reflectivity.
APPROVED INSULATIONS:
TABLE 2
Product Name Product Description Manufacturer
(With Current NOA)
EnergyGuarC Polyiso Insulation Polyisocyanurate foam insulation GAF
EnergyGuarC RA Polyiso Insulation Polyisocyanurate foam insulation GAF
EnergyGuarC RN Polyiso Insulation Polyisocyanurate foam insulation GAF
EnergyGuarC Perlite Roof Insulation Perlite insulation board. GAF
EnergyGuarC Perlite Recover Board Perlite recover board GAF
EnergyGuarC RA Composite Polyiso Polyisocyanurate foam insulation with high GAF
Insulation density fiberboard or Permalite perlite
insulation
SecurocV Gypsum-Fiber Roof Board Gypsum roof board United States Gypsum Corp.
StructodeV High Density Fiber Board High density fiber board Blue Ridge Fiberboard,Inc.
DensDecV Roof Board Gypsum board Georgia-Pacific Gypsum LLC
0000 . . .
. . 0000 ... .
.. .. .. . 0000
. 666 066 006 . .
.. . . . . . . . .
gas
66 .6 .6 6
NOA No.: 13-1022.15
MIAMMADE COUNTY 6 0Eapira;ion 1at4i 6i/ 4/1
4PPE v�]late; 1 tA6j;4
••• • YdfteSoff6
APPROVED FASTENERS:
TABLE 3
Fastener Product Product Manufacturer
Number Name Description Dimensions (With Current NOM
1. Drill-TecTm#12 Fastener Insulation fastener for steel, various GAF
wood&concrete decks.
2. Drill-Tec""#14 Fastener Insulation fastener for steel, various GAF
wood&concrete decks.
3. Drill-TeCT"XHD Fastener Carbon steel extra heavy duty Various GAF
fastener used in steel decks.
4. Drill-Tec'ASAP 3S Drill-Tec'm#12 Fastener with Various GAF
Drill-Tec'm 3"Standard Steel
Plate
5. Drill-Tec"'3" Steel Plate Round galvalume stress plate 3"round GAF
used with Drill-Teem
fasteners.
6. Drill-Tec'3"Standard Steel Round galvalume plated steel 3"round GAF
Plate stress plate with reinforced
ribs for use with Drill-Tec"
fasteners.
7. Drill-Tec''AccuTrac®Flat AZ-SS aluminized steel plate 3"square GAF
Plate for use with Drill-Tec""#12
Fastener,Drill-Tec"'#14
Fastener and Drill-Tec°"#15
Fastener.
8. Drill-Tec""AccuTrac® Galvalume Steel plate for use 3"square GAF
Recessed Plate with Drill-Tec'm fasteners.
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NOA No.: 13-1022.15
•;• ; Expiration Date: 11/04/18
MIAMFDADB COUWIIf • • • ••• • • • Approval Date: 11/06/14
• •• •• •• ••
Page 4of16
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EVIDENCE SUBMITTED:
Test Azency Test Identifier Description Date
Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07/02/97
J.I.3B9QLAM 4470 01/08/98
J.I.ODOA8.AM 4470 07/09/99
J.I.OD IA8.AM 4470 07/29/94
J.I.OY9Q5.AM 4470 04/01/98
3029832 4470 05/11/07
UL LLC R1306 UL 790 07/22/13
PRI Construction Materials GAF-012-02-02 ASTM D4977 11/06/01
Technologies,LLC GAF-020-02-01 ASTM D4977 02/01/02
GAF-082-02-01 ASTM D6083 05/07/06
GAF-084-02-01 ASTM D6083 05/09/06
GAF-270-02-02 ASTM D226 11/15/10
GAF-276-02-OlRev 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 C1280 05/28/13
GAF-464-02-01 ASTM C1289 10/22/12
GAF-499-02-01 ASTM D6083 03/12/14
GAF-500-02-01 ASTM D6083 03/12/14
IRT of S.Fl. 02-005 TAS 114 01/18/02
02-014 TAS 114 03/22/02
Trinity I ERD G30250.02.10-3-R1 ASTM D3909 11/26/12
G31360.03.10 ASTM D6164 03/31/10
G33470.01.11 ASTM D6164 11/16/11
G34140.04.11-2 ASTM D6163 04/25/11
G34140.04.11-4 ASTM D6401 04/25/11
G34140.04.11-5 ASTM D4897 04/25/11
G34140.04.11-5-RI ASTM D4897 10/18/13
G40630.01.14-2A-1 ASTM D6164 01/07/14
G43610.01.14 ASTM D3909 01/22/14
G6850.08.07-1 ASTM D3909 08/13/07
G30250.02.10-3-R1 ASTM D3909 11/26/12
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NOA No.: 13-1022.15
d Expiration Date: 11/04/18
MIAM!•DADE COUNTY
• Approval Date: 11/06/14
• ••' .:. :' ': Page 5 of 16
APPROVED ASSEMBLIES
Membrane Type: BUR
Deck Type 1I: Wood,Insulated
Deck Description: 19/32"or greater plywood or wood plank
System Type A: Anchor sheet mechanically fastened,all layers of insulation adhered with approved asphalt.
All General and System Limitations shall apply.
Fire Barrier: FireOut7 Fire Barrier Coating,VersaShiele Fire-Resistant Roof Deck Protection or
(optional) Securock®Gypsum Fiber Roof Board.
Anchor sheet: GAFGLAS®#80 Ultima"Base Sheet,GAFGLAS® Stratavene Eliminator"°Nailable
Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld"" Smooth or Ruberoid®Heat-
Weld""25 base sheet mechanically fastened as described below;
Fastening Options: GAFGLAS®Ply 4,GAFGLAS®Flex Ply""6,GAFGLAS®#75 Base Sheet or any of above
anchor sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9"o.c.at the lap staggered and in two rows 12" o.c. in the field.
(Maximum Design Pressure—45 psf.See General Limitation#7)
GAFGLAS®Ply 4,GAFGLAS®FlexPlym 6,GAFGLAS®#75 Base Sheet or any of above
anchor sheets attached to deck with Drill-Tec""#12 Fastener,Drill-Tec''#14 Fastener and
Drill-Tec""3"Steel Plate,Drill-Tec"m AccuTrae Flat Plate or Drill-Tec"'AccuTrac®
Recessed 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)
GAFGLAS®FlexPly""6,GAFGLAS®#75 Base Sheet or any of above anchor sheets
attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of
9"o.c. at the 4"lap staggered and in two rows 9"o.c. in the field.
(Maximum Design Pressure—52.5 psf.See General Limitation#7)
GAFGLAS®#80 Ultima""Base Sheet,Ruberoid®20,Ruberoid®Mop Smooth,base sheet
attached to deck with approved 11/4"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 anchor sheets attached to deck with Drill-Tec-'.
#12 Fastener,Drill-Tec"'#14 Fastener and Drill-Tec"°3"Steel Plate,Drill-Tec"AccuTraca
Flat Plate or Drill-Tec"'AccuTraca Recessed Plate 12"o.c.in 4 rows. One row is in the 2"
side lap. The other rows are equally spaced approximately 9"o. .in the field of the sheet.
(Maximum Design Pressure—60 psf.See General Limitation# )
Any of above anchor sheets attachbd tb d4c1C appgoye$a0ftlar ring shank nails and 3"
inverted Drill-Tec"'insulation plates ata€astenef s�adi * f 9"o.
• c. at the 4"lap staggered in
two rows 9" in the field. •• ••• •• • • • ••
(Maximum Design Pressure—60 psf.See General Limitation#7)
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NOA No.: 13-1022.15
SEEM MIAMFDADE COUNTY • • • ••• • • •
Expiration Date: 11/04/18
� Approval Date: 11/06/14
••• ••• Page 6of16
Fastening Options: GAFGLAS®475 Base Sheet or any of above anchor sheets attached to deck with Drill-TecT"'
(Continued) #12 Fastener or Drill-TecT'#14 Fastener and 3"Drill-TecTM 3"Steel Plate,Drill-Tec"`'"
AccuTrac®Flat Plate or Drill-Tec."AccuTrae 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)
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft,
EnergyGuardTM Polyiso Insulation,EnergyGuard7 RA Polyiso Insulation,EnergyGuarC RA Composite
Polyiso Insulation
Minimum 1"thick N/A N/A
EnergyGuard7 Perlite Recover Board
Minimum%11 thick N/A N/A
EnergyGuard7 Perlite Roof Insulation
Minimum'/a"thick N/A N/A
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the
EVT range and at a rate of 20-40 lbs./100 fe. Please refer to Roofing Application Standard RAS 117 for
insulation attachment. Composite insulation panels may be used as a top layer placed with the polyisocyanurate
side facing down. GAF requires either a ply of GAFGLAS®Stratavent®Eliminator Perforated Venting Base
Sheet laid dry or a layer of EnergyGuardT`"Perlite Roof Insulation or wood fiber overlay board on all
isocyanurate applications.
Base Sheet: Optional)Install one ply of GAFGLAS®#75 Base Sheet,GAFQLAS®#80 Ultima"',Base
Sheet, GAFGLAS®Stratavent®Eliminator T.Perforated Venting Base Sheet,Ruberoid®Mop
Smooth,Ruberoid®20,Ruberoid®SBS Heat-Weldor Smooth or Ruberoid®SBS Heat-Weld N
25 directly over the top layer of insulation. Adhere with any approved mopping asphalt
applied within the EVT range and at a rate of 20-40 lbs./sq;(see General Limitation#4).
Ply Sheet: One or more plies GAFGLAS®PLY 4, GAFGLAS®Flex PlyTm 6 sheet or GAFGLAS®#80
Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT
range and at a rate of 20-40 lbs./sq.
Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS®
EnergyCap".BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
Surfacing: Optional on granular surfaced membranes; required for smooth membranes.Chosen
components must be applied according to manufacturer's application instructions. All
coatings must be listed within a current NOA.
1. Gravel or slag applied at 400 lbs./sq.and 300 lbs./sq.respectively in a flood coat
of approved asphalt'at 64 jbs•'./sA..•. ; : .00
2. Topcoat®Surface geil S1:app kd at lW.S gal./sq.
Maximum Design "' '• • ,,,n• ••
Pressure: See Fastening Options.
NOA No.: 13-1022.15
: : : ':• ; Expiration Date: 11/04/18
MIAMI•DADE COUNTY • • • •.• • • •
•• , . . . . . . Approval Date: 11/06/14
•�• �• •� .•• •:• :• •: Page 7of16
Membrane Type: BUR
Deck Type 1I: Wood,Insulated
Deck Description: 19/32"or greater plywood or wood plank
System Type B: Optional base sheet laid dry; base layer of insulation mechanically fastened,optional top layer
adhered with approved asphalt.
All General and System Limitations shall apply.
One or more layers of any of the following insulations.
Base Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
EnergyGuard""Polyiso Insulation,EnergyGuard""RA Polyiso Insulation
Minimum 1.3"thick 1,2,3 or 4 1:3 ft2
EnergyGuardT'RN Polyiso Insulation
Minimum 1.4"thick 1,2,3 or 4 1:3 ftz
EnergyGuard""RA Composite Polyiso Insulation
Minimum 1.5 thick 3 1.3 W
EnergyGuard""Perlite Roof Insulation
Minimum%"thick 1,2,7 or 8 1:2 W
StructodeV High Density Fiberboard
Minimum 1"thick 1,2,7 or 8 1:4 ftp
Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed
are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be
increased maintaining the same fastener density(See Roofing Application Standard RAS 117 for fastening
details). GAF requires either a ply of GAFGLAS®Stratavene Eliminator Perforated Venting Base Sheet laid
dry or a layer of EnergyGuard""Perlite Roof Insulation or wood fiber overlay board on all isocyanurate
applications.
Top Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ftp
Any of the insulations listed for Base Layer,above. NIA N/A
StructodeV High Density Fiberboard,EnergyGuard"Perlite Recover Board
Minimum%11 thick NIA N/A
Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a
rate of 20-40 lbs./100 W. Please refer to Roofing Application Standard RAS 117 for insulation attachment.
Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down.
Fire Barrier: FireOut""Fire Barrier Coating,VersaShiele Fire Resistant Roof Deck Protection or Securock""
(optional) Gypsum Fiber Roof Board.
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NOA No.: 13-1022.15
MIAMMADE COUNTY ; 0*0 ; ;Exp1ration Date: 11/04/18
: : : %A#roval Date: 11/06/14
0*0 0 Page 8 of 16
Base Sheet: (Optional)Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®#80 Ultima'"Base
Sheet,GAFGLAS®Ply 4,GAFGLAS®F1exPly 6,GAFGLAS®Stratavene Eliminator
Perforated Venting Base Sheet laid dry,Ruberoid®Mop Smooth or Ruberoid®20 directly over
the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT
range and at a rate of 2040 lbs./sq. (See General Limitation#4).
Ply Sheet: Two or more plies of GAFGLAS®Ply 4, GAFGLAS®F1exPl3i"6 or GAFGLAS®#80 Ultima
Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at
a rate of 20-40 lbs./sq.(See specification number for appropriate number of plies).
Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap"
BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within
the EVT range and at a rate of 20-40 lbs./sq. (See GAF application instructions for approved
method of installation).
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 4001bs./sq. and 300 lbs./sq.respectively in a flood coat of
approved asphalt at 601bs./sq.
2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq.
Maximum Design
Pressure: -45 psf.(See General Limitation#7)
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•• ••• • • ••
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NOA No.: 13-1022.15
MIAMI•DADE COUNTY 0:0 •:• :Expjration Date: 11/04/18
AiVroval Date: 11/06/14
• " '• Page 9 of 16
ws n�ia
WOOD DECK SYSTEM LEMTATIONS:
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"DensDeck7 Roof Board or%2"Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LDmATIONS:
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. Encircling of the
strips is not acceptable.A 6"break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 121bs./sq. Note: Spot attached systems shall be
limited to a maximum design pressure of 45 psE
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 2751bf.,as
tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below
275 Ibf. 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.
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 a$d cwers).(VVheg tpis Ibnitation is specifically
referred within this NOA,General Limitation#7 will not be ahliea'A.}
10. All products listed herein shall have a quality assurance audjI in VSot*ncgwie tOhq tfbrida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
END OF THIS A CC-VPT•.*NV-E
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NOA No.: 13-1022.15
MIAMt•DADEC'0 ; ; ;.; ; ;Expiration Date: 11/04/18
roval Date: 11/06/14
7"' "' Page 16 of 16
TGFU.R14153 - Roofing Systems Page 1 of 3
Class A
1.Deck:C-15/32 Incline:Unlimited
Slip Sheet(Fire Barrier):—One or more layers"VersaShield Solo Flre Resistant Slipsheet"mechanically attached.
Shingles or Panels:—Any UL Usted or Classified shingles,panels,or standing seam steel,aluminum,or copper installed in a manner
recommended by the installation instructions provided with the roofing by the manufacturer.
2.Deck:NC Incline: 1/2
Coating:—"TOPCOAT@ Surface Seal SB",applied at a rate of 1-gal.to 1-1/2-gal./100-ft2.
Surfacing:—Minimum 1/2-in.thick exterior grade ceramic plaza deck walking tile,adhered In thin-set and grouted per the
manufacturer's Installation Instructions(Not UL Classified).
SINGLE PLY MEMBRANE ROOFING SYSTEMS(MODIFIED BITUMEN)
Unless otherwise Indicated phenolic insulation may be used in any of the following systems.
Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid@ Membrane.
"GAF Premium Aluminum Roof Coating"may be used on any of the following Classifications with inclines not exceeding 1/2-In.
"GAF Weater Coat Emulsion"may be used on any of the following noncombustible Classifications with inclines not exceeding 1,h-In.
"Ruberold@ Modified Bitumen Adhesive"or Monsey Corp."MBA Gold"or Karnak"No.81"adhesives may be used in any of the following
noncombustible deck Classifications.
"GAFGLAS@#80 Premium Base Sheet"may be used in any of the following systems.
(Optional)Noncombustible deck classifications are applicable for use over combustible(15/32-in.minimum plywood)decks when 1/2-In.
(minimum)gypsum board or'/4-in.(minimum)Georgia-Pacific Gypsum LLC"DensDeck @ Roofboard,""DensDeck Prime@ Roofboard"or
"DensDeck DuraGuard"Roofboard"are used directly over the deck with all joints staggered 6-in.(minimum)from plywood joints.
A vapor barrier may be optionally installed under all systems utilizing any"EnergyrGuard@"type insulation."GAFGLAS@ Perlite"may be used as
an option over any"EnergyGuard°"type Insulation."GAFGLAS@ Stratavent Perforated Base Sheet"may be utilized as an additional ply in any of
the following systems.
The following membranes may be used interchangeably within their own group:
A."Ruberoid@ Torch Granule"or"Ruberold@ Torch Granule Plus"or"Ruberoid@ Torch Granule 1"or"Ruperold@ Torch 180"or
"ROOFMatchTM APP Modified Granular"or"Tri-Ply@ TP-4G".
B."Ruberoid@ Mop Smooth"or"Ruberoid@ SBS Heat Weld Smooth"or"Ruberoid@ 601 Cap Plus"or"Ruberoid@ 30".
C."Ruberold@ Mop Granule"or"Flex PRF"or"Ruberoid@ Mop Plus Granule"or"Ruberold@ SBS Heat Weld Granule"or
"Ruberoid@ SBS Heat Weld Plus"or"ROOFMatchTD1 SBS Modified Granular"or'Tri-Ply@ SBS Modified Bitumen Membrane".
D."Ruberold@ Mop 170 FR"or"Ruberold@ Dual FR".
E."Ruberoid@ 30 FR"or"Ruberold@ 30 FR HT"or"Ruberold@ EnergyCapTM SBS 30 FR".
F."Ruberoid@ 20"or"Ruberoid@ 20 HT"or"Ruberoid@ SBS Heat Weld 2S."
G."Ruberoid@ SBS Heat Weld 170 FR","Ruberoid@ EnergyCapTM SBS Heat Weld Plus FR"or"Ruberoid@ SBS Heat Weld Plus
FR".
H."Ruberoid@ Torch Smooth"or'TrI-Ply@ TP-4".
I."Ruberoid@ Mop Smooth"or"Ruberold@ 20"or"Ruberoid@ 20 HT"or"Ruberold@ Dual Smooth".
3."Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5".
Unless otherwise indicated,the Modified Bitumen(Granule)membrane may be surfaced with'TOPCOAT@ Flreshield MB"at 21h to 3.0-gal/100-
ft2,and the incline of the resultant system would be Increased to a 3/4-in.Incline.But if the incline of the Classified system is greater than a 3/4-in.
incline,the incline of the roofing system would be maintained when surfaced with"TOPCOAT@ Flreshield MB"at 21h to 3.0-gal/100-ft?.
Unless otherwise indicated"Ruberoid@ EnergyCapTM SBS 30 FR"is an acceptable alternate for"Ruberoid@ 30 FR"or"Ruberoid@ 30 FR HT'or
"Ruberoid@ Mop 170 FR"or"Ruberold@ Dual FR"in any applicable Ciasslflcatfon.
Class A-Ballasted
1.Deck:C-15/32 Incline: 1/4(NC-2)
•• ••• • • • • • ••
Insulation:—Perlite,glass fiber or wood fiber,3/4 to 11h-in.or minim;rp 11h-1p:thick l aDa4j`;of• ermacal®1"and"rhermacall,
Membrane.—"Ruberold@ Torch Granule 1"(modified bitumen). •• ••• •• • • • ••
Surfacing:—Gravel at 400-lbs/100-ft?,loose laid or concrete blocks,at 10-lbs/ft2 and spaced not more an 1/8-in.
2.Deck:NC Incline:3 • ••• ••• ••• • •
Insulation(Optional):—Perlite,glass fiber or wood fiber,3/4 to or sldmun:i'h-ip xtfick"Ae •C:10"or"ThermaCal®1"and
°ThermaCal®2". •• • • • 000 •
Base Sheet(Optional):—Type 15 asphalt organic felt or Type G2.
Membrane:—"Ruberoid@ Torch Granule 1"(modified bitumen).
Surfacing:—Gravel. ••• • • • • 000 • •
• • • • • • • • • •
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TGFU.R14153 -Roofing Systems Page 2 of 3
s
3.Deck:C-15/32 Incline: 1/4
Insulation(Optional):—Perlite,glass fiber or wood fiber,any thickness or minimum 11h-in.thick"ThermaCal®"or"ThermaCale 1"
and"ThermaCai®2".
Membrane:—"Ruberoid@ Torch Granule 1"(modified bitumen).
Slip Sheet:—0.004-in.thick polyethylene(not UL Classified).
Surfacing:—3/4-In.thick concrete with one layer of No. 10 Summerville Quant'tile(or equivalent)grouted in place.
4.Deck:NC Incline:2
Insulation(Optional):—Perlite,glass fiber or wood fiber,any thickness or minimum 11/:-In.thick"ThermaCal®"or'ThermaCai®1"
and"ThermaCal®2".
Membrane:—"Ruberold@ Torch Granule 1"(modified bitumen).
Surfacing:—3/4 to 1'/2-in.diameter river bottom stone at 1000 Ib/100-ft2 or concrete pavers weighing not less than 10-Ib/1-ftZ and
spaced not more than 1/8 in.
Class A-Fully Adhered
1.Deck:NC Incline: 1/2
Insulation(Optional):—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 flber/polyisocyanurate composite or phenolic,any thickness.
Base Sheet(Optional):—One or more plies Type G1 or Type G2 or Type G3.
Membrane:—One or more plies"Ruberoid@ Torch@"(Smooth or Granule)or"Ruberoid@ Torch Granule Plus"or"Ruberoid@
Mop"(Smooth or Granule)or"Ruberoid@ Mop Plus Granule"(granule).
Surfacing:—Gravel,400-lbs/100-ft2,loose laid or applied in a flood coat of hot roofing asphalt.
2.Deck:NC Incline:1/2
Base Sheet(Optional):—One or more plies Type GI or Type G2 or Type G3
Membrane:—One or more piles"Ruberoid@ Torch"(Smooth or Granule)or"Ruberoid@ Torch Granule Plus"or"Ruberoid@
Mop"(Smooth or Granule)or"Ruberoid@ Mop Plus Granule"
Coating:—"Karnak No.97"applied at 11/2 to 3-gal./100-ft2.
3.Deck:NC Incline: 1/4
Insulation(Optional):—One or more layers perlite,wood fiber,glass fiber,any thickness.
Base Sheet(Optional):—One or more piles Type G3 or Type G2 or Type G3.
Membrane:—One or more plies"Ruberoid@ Torch"(Smooth or Granule)or"Ruberold@ Torch Granule Plus"or"Ruberoid@ Mop
Granule"or"Ruberoid@ Mop Plus Granule".
Coating:—"Karnak No.97"applied at 11h to 3-gal/100-f?.
4.Deck:C-15/32 Incline: 1/2
Insulation:—One or more layers perlite,glass fiber,poiyisocyanurate,urethane,perlite/polyisocyanurate composite,perlite/urethane
composite,phenolic, 11h-In.minimum thickness(butt joints staggered a minimum of 6-in.form plywood deck butt joints).
Base Sheet:—One or more plies Type G2 or Type G3.
Ply Sheet(Optional):—One or more plies Type G1.
Membrane:—One or more plies"Ruberoid@ Torch"(Smooth or Granule)or"Ruberoid@ Torch Granule Plus"or"Ruberoid@
Mop"(Smooth or Granule)or"Ruberoid@ Mop Plus Granule".
Surfacing:—"Karnak No.97"applied at 11h to 3-gal/100-1`1:3.
5.Deck:NC Incline:1/2
Base Sheet(Optional):—One or more plies Type G3 or Type G2 or Type G3.
Membrane:—One or more plies"Ruberoid@ Torch"(Smooth or Granule)or"Ruberoid@ Torch Granule Plus".
Surfacing(Optional):—Karnak"No.97"or"169"applied at.1 to 3 gal/100-ft2 or Grundy Ind."20 F Emulsion"applied at 3-gal/100-ft2.
6.Deck.C-15/32 Incline: 1/2
Insulation:—One or more layers perlite,glass fiber,3/4-in.minimum,polyisocyanurate,urethane,perlite/polyisocyanurate composite,
perlite/urethane composite,1'/2-in.minimum.
Base Sheet(Optional):—One or more plies Type G1 or Type G2 or Type G3"
Membrane:—One or more plies"Ruberoid@ Torch"(Smooth or Granule)or"Ruberoid@ Torch Granule Plus"or"Ruberoid@
Mop"(Smooth or Granule)or"Ruberoid@ Mop Plus Granule".
Surfacing:—Gravel.
7.Deck:C-15/32 Incline: 1/2 •• ••• • • • • • ••
Insulation(Optional):—One or more layers perlite,wood fiber,gladjlbec!jolTsctyiiuratP RVthM1,perlite/polyisocyanurate
composite,perlite/urethane composite,wood fiber/poiyisocyanurate aomposilie• •• • • • ••
Base Sheet:—Two or more plies Type G2 or Type G3.
Ply Sheet(Optional):—One or more plies Type G1.
Membrane:—One or more plies"Ruberoid@ Torch"(Smooth or GpnuI#jgr"RuV"d(V Tprch GranMle Plus"or"Ruberoid@
Mop"(Smooth or Granule)or"Ruberoid@ Mop Plus Granule". • • • • • • • •
Surfacing:—"Karnak No.97"applied at 11h to 3-gal/100-fe or gravel. : • i i • •• i
S.Deck:NC Incline:1/2 Soo
Insulation:—One or more layers perlite,glass fiber,3/4-in.minimu g V21yiiocyanu rate,urethane,perlitepolylsocyanurate composite,
perlite/urethane composite,11h-in.minimum. • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
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