BP-04-1024BUILDING
PERMIT APPLICATION
FBC 2001
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) #/ s' 9M atErag ,Qi%l one #
Owner's Address ®2 ME 9
City/ 44/9/ State /Cc' - Zip 3
Tenant/Lessee Name �� Phone # / yee7
Job Address (where the work is being done) 66 96,r7-
City Miami Shores Village County Miami -Dade
Is Building Historically Designated YES NO X
Contractor's Company Named V,V / £ /,t-4 4
,
Contractor's,Address 3 'O � j7.
City 4141e/ State AZ .
er c�/4
Qualifier � �
Architect/Engineer's Name (if applicable) aP% Phone #
$ Value of Work For this Permit 8
Type of Work: ['Addition ❑Alteration ❑New
Describe Work: / -, 9, 1-L,4 - / .9 4e
d-5
Permit No. 6 p®4 - 1 024
Master Permit No.
Phone # 96 Q7
Zip 33/3g
Square Footage Of Work:
Repair/Replace
Submittal Fee $ c50 .0 Permit Fee $ 75 CCF $ 7, 60 C /C
Notary $ Training/Education Fee $ L c Technology Fee $
Scanning $ Radon $ Zoning Bond $
Code Enforcement $ � Structural Plan Review. $
Total Fee Now Due $
(Continued on opposite side)
ECEOVIED
Jill_ ,2 6 MME'
Zip
❑ Demolition,
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Owner or Agent
The foregoing instrument was acknowledged before me this
day of tl 20 , by
who is pers . ' y known to me or who has produced
As identification and who did take an oath.
NOTARY P j LIC:
Sign:
Prin
My Co
************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
Chc 12/15/03
Signs
Contractor
The foregoing instrument was acknowled
day of L, 200q, by
who rso v known to me or who has produced
as identification and who did take an oath.
NOTARY P :LIC•
Signi
Prin
My
* * * * * * * * * * * * * * * * * * * * * * * ** * **
(Certificate of Competency Holder)
State Certificate or Registration No. Certificate of Competency No.
before me thi
R- s fcr
** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
JUL 2 8 2004 Plans Examiner
Engineer
Zoning
Date
Type Insp'n
Permit T Y
(
Name �
Correction
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT 1i
305- 795 -2204
Building Inspection Request
Re- Insp'n Fee ❑
Address
Company
Phone #
Inspection Date se/c=,
re vt
z. Par:
Type Insp'n
Permit N
Name
Address
Company
Phone # 151 .9 C 1
Inspection Date
Approved
Correction
Re- Insp'n Fee
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
4
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT o p
305-795-2204
Building InspectionwRequest 4
Dat (
Inspection Date
Approved
Correction
Re- Insp'n Fee
Type Insp'n .1\ A
v
Permit No. / CD_ `' - f 0 , f
Name ` i 1 ) --"t tio, r. c .d
Address 0 C
n 1)
Company 1 r, F f --1 ›,i? .
Phone # 17: 7 a 7
Re -Insp' n Fee
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305 - 795 -2204
B ilding Inspection Request
Dat
Type Insp'
Permit No.
Na e
Address
Company
Phone # )
Inspection Date l ) I u) DI
Y at
l
d �2
23_01-48 5/03 PAGE 2
Section A (General Information)
Master Permit No. Process No.
Contractors Name N. I t */ /629,z li
Job Address
Low Slope
O Asphaltic
Shingles
Florida Building Code Edition 2002
V i Hurricane Zone Uniform Permit • lication Form.
ROOF CATEGORY
O Mechanically Fastened Tile
O Metal Panel/Shingles
0 Prescriptive BUR-RAS 150
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
/ 217 , /2,4746
• Section 13 (Roof•Plani
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.
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4
ROOF TYPE
O New Roof in Re-Roofing 0 Recovering 0 Repair 0 Maintenance
. ROOF SYSTEM INFORMATION
O Mortar/Adhesive Set Tile
O Wood Shingles/Shakes
Are there
Gas Vent Stacks?
Yes 0 No
Type: Natural 0 LPGX
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope Application
A,B,C
1,2,3,4,5,6,7
Prescriptive BUR -RAS 150
A,B,C
4,5,6,7
Asphaltic Shingles
A,B,D
1,2,4,5,6,7
Concrete or Clay Tile
A,B,D,E
1.2.3.4.5,6,7
Metal Roofs
A,B,D
1,2,3,4,5,6,7
Wood Shingles and
Shakes
A,B,D
1,2,4,5,6,7
Other
As Applicable
1,2,3,4,5,6,7
1.
Fire Directory Listing Page
2.
From Notice of Acceptance:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3.
Design Calculations per Chapter 16, or if Applicable, RAS 127 or
RAS 128
4.
Other Component Notice of Acceptances
5.
Municipal Permit Application
6.
Owners Notification for Roofin . Considerations Re- Roofirt • O
7.
An R :. ulred Roof Testin . /Calculation Documentation
t b �
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
ATTACHMENTS REQUIRED:
123_01 -48 5/03 PAGE 1
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
Section C (Low Sloped Roof System)
Fill in Specific Roof Assembly Components
and Identify Manufacturer
(If a component Is not used Identify as `NA')
System Manufacturer: A
NOA No.:
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1: Pmax2: Pmax3:
Max Design Pressure, From the Specific NOA
System:
Decic
Gauge/Thidmess: `7' /WAX
Slope A a 12 '
Anchor/Base Sheet & No. of Ply(s): NM
Andr,241se Sheet Fastener/Bonding Material:
Insulation Base Layer: --Z) pot oe...
Base Insulation Size and Thica ess: ev C0 z &'
Bases__! Mon Fes n �Material:
Top Insulation Layer./V//A
Top Insulation Size and Thickness: IV/A
To/Mutation Fastener/Bonding Material:
/P/ PLY
Base Sheet(s) & No. of Ply(s):
Basi-Mgrn7P
„ al:
PlygetA7tgier 'r % I:
Top Pally: G�
3'�
Ply Sheet(s) .& No. of Ply(s): Pte!' V
. r t o kz Pat) /SO gom
To Ilk -;2J. F< : : . m e M aria
VP if '
Surfacing: N% ° PRE SW !)
Fastener Spacing for AnchorlBase Sheet
Attachment rrz_e_y Ao
Field: mac @ Lap, # Rows oc
Perimeter. "
Co oc a@ Lap, # Rows n • oc
Number of Fasten Per Insulatio
Board fa/4/' / V D
Field
Illu +f omponents N - d
lie as Applicable:
Woodblocking, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Strip, Base Flashing, Counter- Flashing,
Coping, Etc.
Indicate: Mean Roof Height, Parapet Height,
Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Spacing or Submit Manufacturers Details that
,., with RAS 111 and Chapter 16.
e8Aeam& 5" u
STIP -/ 44/o
,1�AZ L
T /a/e07,444e-
RA/Mai y
" oc
meter omer
Fig
TiehtlE 6
,SimI.,e'iZl,, ALL XJC TE
FT.
Parapet J
Height
Mean
Roof
Height
123_01 -48 5/03 PAGE 3
Roof System Manufactu :
Notice of Acceptance Num r:
Minimum Design Wind Pressu s, if Applicable (From RAS 127;'r Calculations):
P1: P3:
Maximum Design Pressure
(From the NOA Specific System):
Method of tile attachment:
123_01 -48 5/03 PAGE 4
Florida Building Code Edition 2002
High elodty Hurricane Zone Uniform Permit Application Form.
Section D St = • Sio • ed Roof stem
Roof Slope:
:12
Ridge Ventilation?
Steep Sloped Roof Sv
astener Type & Spec!
em Description
For Moment b : ;' tile systems, choose either Method 1 or 2. Com + the values
for M the val= es from Mi. lithe Mt values are greater than o equal to the Mr
values, for each ar of the roof, then the tile attachment m .a � acceptable.
Method "Moment Based Tile Calculations ., er RAS 127"
(P z A. m`, - M = Mal NOA M
(P2: z A. _ — Mg: = NOA 1%
(P3: : A, _ - Mg: = NOA Mr
Method 2 "S piffled Tile Calculat ! Per Table Below"
Required Moment of Resistance ) From Table Below NOA M
Mean Roof Hetpht —
Roof Scope
2:12
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform PernitApplcation Form.
Section E (Tile Calculations)
M `, Required Moms; ° Resistance*
1 20'
38.5
25'
382
30'
39.7
40'
30.5
282
322 344
304
38.0
33.8
374
35.1
3:12
4:12
5:12
6:12
7:12
*Must be used in conjunction with a o ' oment based tile systems endorsed by the
Broward County Board of Rules and peals
Uplift based tile systems Method Compared the values for F' with the
values for F,. If the F' values - e greater or equal to the F values, for each
area of the room then the tile : ' chment met od is acceptable.
Method 3 i plift Based Tile a.. relations Per RAS 127"
(P zl: = z := ) -W I ,se: = F NOA
(P2: a l: = w: = ) - W: a c . 0: = F NOA F
(P zl: = z w:= ) —W: =co_, = F NOA F'
Where to Obtain c, ormation
Description
28A \ 30.1
31.8
32.8
Symbol
P1 orP2orP3
H
6
Mf
F'
Fr
W
1= length
w= width
39.8
37.3
34.9
32A
30.0
Where to find
RAS 127 Table 1 ,, by an enginewing analysis prepared by PE basedonASCE
7
Job Site
Job Site
NOA
NOA
NOA
Calculated
NOA
Calculated
NOA
NOA
All
MI
123_01 -48 5/03 PAGE 5
•
Si'iC`1ION 1574
1lltsl�[ V1. LOCI'L V hfUR.liICAN ZtilrilES REQUIRED ("14'm:its Nt.tn! tt:t1'CloN FOR 'ROOFING
C()NSfl)ERATIONS
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the. owner with
the requited rooting permit, and to explain to the owner the content of this section.. The provisions of Chaptet
15 of the .Florida Building Code, /Building govern the minimum requirements and standards of the inditstry for
roofing system installations. Additionally, the foltowiug items should be addressed as part of the agreement
between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been
explained.
1. Aesthe :ties -Works anslnp: The workmanship provisions of Chapter t5 (High Velocity t-h tricatu^
cf . for the purpose of providing that the. roofing system meets the wind resistance and water intrusion
pe forrnaace standards. Aesthetics (appearance) issues 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 ad - tressed as part of the agreement between the owner and the contractor.
2. Rewriting ''Food 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 ZoncsT of the Florida
Y Code. (The roof deck is usually concealed prior to removing the existing roof system).
r 3. Conimetst Roofs: Common roofs are those which have no visible delineation between neighboring
(i.c. townhouses, condominitwas. etc.). In buildings with common routs, the roofing contractor and/or
Id 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 oof decking
therefore, c k ing n ca t n he
teas = °rotas below. The owner may wish to maintain the architectural appearance, il
penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the
option of maintaining this appearance.
5. Pending Water: The current roof system. and/or deck of the building may not drain well and may
water to pond (accumulate) in low -lying areas of the roof Pointing can be an indication of structural
dish and may require the review of a professional structural engineer. Pondiug may shorten the life
expectancy and perfurinalltce of the new roofing system. Ponding`conditions may not be evident until the
origiita rooting system is removed. Pointing conditions should he corrected.
ti. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
c► laded from a build up of water. Perimeter/edge walls or other roof extensions nsi ns may o b flop' s isc n to o o ertlow scuppers (wall outlets) are not provided. It may be necessary
ace ,,,. once with the Florida Building Code, Plumbing.
7. Ventilation: Most. roof structures ghould have some Ability to vent natural airflow through' the
erior of the sixuct assembly (the building it..elt ). The cacistint,
amount of attic ventilation shall not be
educed. It may be beneficial to consider additional venting which can result in extending the service oldie
roof.
07 0
I bate
CN ces.tm h a - S.irt +ls44v.cnmslisa+1 S eaag.lt sary.CFsatt... y Mke..et AfkrN: + +.a IFW"i1.rt.�AYt \9e;C.lttH1 1,14111
Contractor' Signature
MIA MIDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL D$VLSION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
MIAMI-DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
144 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHD).
This NOA shall not be valid after the expiration date stated below. The BCCO (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. BCCO reserves the right to revoke this acceptance, if it is
determined by BCCO 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 High Velocity Hurricane
Zone of the Florida Building Cole.
DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Concrete Decks.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA #01 -0712.14 and consists of pages 1 through 41.
The submitted documentation was reviewed by Frank Zuloaga, RRC.
NOA No: 03-0430.13
Expiration Date: 11/06/08
Approval Date:10/31/03
Page 1 of 41
ROOFING SYSTEM APPROVAL
Category:
Sub - Category:
Deck Type:
4 aximum Desi Pressure
Fire Classification:
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
GAF Asphalt Concrete
Primer (MathixTM 307
Primer)
GAF Mineral Shield®
Granules
GAF WeatherCoat®
Emulsion (MatrixTM
Fibered 305 Emulsion)
GAF Premium Fibered
Aluminum Roof
Coating (MatrixTm
System Pro Aluminum
Roof Coating Fibered
301)
GAF 7etblak All
Weather Plastic
Cement (MatrixTM
Standard Wet/Dry
Roof Cement 204)
GAF Aluminum
Emulsion
GAF Aluminum Roof
Paint (MatrixTM
System Pro Aluminum
Roof Coating Fibered
302)
GAF Built-Up
Roofing Asphalt
GAFGLAS® #75
Dimensions
5, 55 gallons
60 lb. & 100 lb
bags
5 gallons
1, 5 gallons
1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral
ASTM D 3409 stabilizer and fibers. Permits adhesion to wet
and dry surfaces.
5 gallons
5 gallons
Roofing
SBS /APP, Modified Bitumen
Concrete
-495 psf
See General Limitation #1
100 lb. cartons,
bulk
39.37' (1 meter)
Wide
Test
Specification
Product
Description
ASTM D 41 Asphalt concrete primer used to promote
adhesion of asphalt in built-up roofing.
ASTM D 1863 Granules for surfacing of exposed asphalt,
cold process cement or emulsion. GAF
Mineral Shield® Granules shall be used for
flashing applications only.
ASTM 1227 Surface coating for smooth surfaced roofs.
ASTM D 2824 Fibered aluminum coating.
Mineral colloidial bituminous emulsion with
reflective aluminum flakes.
ASTM D2824, Non- fibered. aluminum pigmented, asphalt
Type I roof coating.
ASTM D312, Interply mopping and surfacing asphalt
Tpyes I, II, III
and IVi
ASTM D 4601 Asphalt impregnated and coated glass mat
base sheet.
NOA No: 03-0430.13
Expiration Date: 11/06/08
Approval Date:10/31/03
Page 2 of 41
Product
GAFGLAS.#80 •
Ultima' Base Sheet
GAFGLAS FlexPlyTM
6
GAFGLAS Ply 4®
GAFGLAS® Mineral
Surfaced Cap Sheet
GAFGLAS®
STRATAVENT®
Eliminator Perforated
GAFGLAS® Flashing
GAFGLAS®
STRATAVENT®
Eliminator Perforated
Nailable
RUBEROID® SBS
Heat- WeldTM Smooth
RUBEROID® SBS
Heat WeldT' Granule
RUBEROID® SBS
Heat We1dTM 170 FR
RUBEROID® SBS
HeatWeldTM PLUS
RUBEROID® SBS
Heat Weld PLUS FR
RUBEROID® SBS
Heat WeldTm 25
RUBEROID MOP
Smooth
RUBEROID
ULTRACLAD® SBS
Dimensions
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
various
39.37" (1 meter)
Wide
1 meter (39.37 ")
wide
1 meter (39.37")
wide
1 meter (39.37")
wide
1 meter (39.37")
wide
1 meter (39.37")
wide
1 meter (39.37 ")
wide
39.37" (1 meter)
Wide
1 sq. roll
101 lb.
Test
Specification
ASTM D4601
ASTM D 2178
ASTM D 2178
ASTM D 3909
ASTM D3672
ASTM D 4897
ASTM D3672
ASTM D 4897
ASTM D-6164
ASTM D -6164
ASTM D-6164
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D5147
ASTM D6298
ASTM D5147
Product
Description
Asphalt impregnated and coated, fiberglass
base sheet.
Type VI asphalt impregnated glass felt with
asphalt coating.
Type W asphalt impregnated glass felt with
asphalt coating.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
Fiberglass base sheet coated on both sides
with asphalt. Surfaced on the bottom side
with mineral granules embedded in asphaltic
coating with factory perforations.
Asphalt coated glass fiber mat flashing sheet
available in three sizes.
Fiberglass base sheet coated on both sides
with asphalt. Surfaced on the bottom side
with mineral granules embedded in asphaltic
coating.
Non -Woven Polyester mat coated with
polymer modified asphalt and smooth
surfaced.
Non -Woven Polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -Woven Polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non Woven Polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -Woven Polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven Polyester mat coated with
polymer modified asphalt and smooth
surfaced.
Non -woven polyester mat coated with
polymer modified asphalt Does not have a
factory applied surfacing.
Woven fiberglass mat coated with polymer
modified asphalt and surfaced with aluminum,
copper or stainless steel foil.
NOA No: 03 0430.13
Expiration Date: 11/06/08
Approval Date:10/31/03
Page 3 of 41
Product
RUBEROID MOD
Asphalt, Asphalt L &
Asphalt P
RUBEROID®
Modified Base Sheet
Ruberoid® Mop
Granule
Ruberoid® Torch
Smooth
Ruberoid® Torch Plus
(Granule)
Ruberoid® Torch
Granule
Ruberoid® Torch FR
Ruberoid® Mop Plus
(Granule)
Ruberoid® Mop FR
Ruberoid® 20
Ruberoid® 30
Ruberoid® 30 FR
Ruberoid® Mop 170
FR
TopCoat® Surface
Seal SB (Matrix)
GAF WeatherCote®
MB+(Matrix)
TopCoat MB+
Matrixml
WeatherCoten
Matrix Low VOC
Dimensions
60 lb. kegs
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37' (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
Test
Specification
ASTM D4601
Type II, Type
G2 BUR
ASTM D 6222
ASTM D 5147
ASTMD5147
ASTM D 6222
ASTMD5147
ASTM D 6222
ASTMD5147
ASTM D 6222
ASTM D 5147
ASTMD6164
ASTMD5147
ASTMD6164
ASTMD5147
ASTM D 6163
ASTM D 5147
ASTM D 6163
ASTM D 5147
ASTM D 6163
ASTM D 5147
ASTM D 6164
ASTM D 5147
Product
Description
SEBS modified asphalt
Premium glass fiber reinforced SBS- modified
base sheet.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane.
Asphalt impregnated, coated felt, surfaced
with mineral granules.
Non -woven polyester mat coated with fire
retardant polymer modified asphalt surfaced
with mineral granules.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non-woven polyester mat coated with fire -
retardant, polymer modified asphalt surfaced
with mineral granules.
SBS modified asphalt base sheet reinforce
with a glass fiber mat.
Non woven fiberglass mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non woven fiberglass mat coated with fire
retardant, polymer modified asphalt and
surfaced with mineral granules.r
Non -woven polyester mat coated with fire
retardant polymer modified asphalt surfaced
with mineral granules.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
NOA No: 03- 0430.13
Expiration Date: 11/06/08
Approval Date:10/31/03
Page 4 of 41
Product
Matrix 101 System
Pro SBS Adhesive
(Ruberoid ®MB)
Matrix 201 System
Pro SBS Flashing
(Ruberoid ®MB)
Matrix 102 Select SBS
Adhesive
(Ruberoid ®MB)
Matrix 202 Select SBS
Flashing
Matrix 203 Standard
Plastic Cement
Matrix 213 Gun Grade
Plastic Cement
Matrix 103 Cold
Adhesive
Matrix 303 Select
Fibered Aluminum
Matrix 304 Select
Non Fibered
Vent Stacks (metal
and plastic)
Product Name
Dimensions
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
APPROVED INSULATIONS:
GAFTEMP Isotherm RA, RN &
Composite
GAFTEMP® Composite A & N
(BMCA)GAFTEMP® Fiberboard
EnergyGuard Perlite
EnergyGuard Recover Board
EnergyGuard High Density
Fiberboard
PYROX
White Line
Test
Specification
ASTM D3019
ASTM D3019
ASTM D3019
ASTM D4586
TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation with
high density fiberboard or Permalite
perlite insulation.
Fiberboard insulation.
Perlite insulation board.
Perlite recover board
High density wood fiberboard insulation.
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Product
Description
Cold Applied Modified SEBS Asphalt
Adhesive
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Cold Applied Modified SEBS Asphalt
Adhesive.
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
ASTM D4586 Standard Plastic Asphalt Roofing Cement
ASTM D4586 Standard Plastic Asphalt Roofing Cement
Caulk Grade.
ASTM D3019 Cold Applied Asphalt Adhesive.
ASTM D 2824 Fibered aluminum coating.
ASTM D2824, Non- fibered aluminum pigmented, asphalt
Type I roof coating.
PA 100(A) One way valve vent used to relieve built -up
ASTM D 1929 pressure within the roof system. GAF Vent
ASTM D 635 Stacks are available in metal or plastic.
Manufacturer
(With Current NOA)
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
Apache Products Co.
Apache Products Co.
NOA No: 03-0430.13
Expiration Date: 11/06/08
Approval Date:10/31/03
Page 5 of 41
APPROVED INSULATIONS:
Product Name
ACFoam 1,11 & Composite
ISO 95+
Wood Fiber
High Density Wood Fiberboard
Perlite Insulation
Type X Gypsum
Dens Deck
ENRG'Y -2 & ENNRG'Y 2 PLUS,
UltraGard Gold
FiberGlass Roof Insulation
Structodek
Foamglas Board
Multi -Max
APPROVED FASTENERS:
Fastener
Number
2.
Product
Name
GAFTITE® (DrillTee ®)
#12 Standard & #14
Heavy Duty Roofing
Fastener
GA} 11th® (Drill -Teel))
ASAP
3. GAFTITE® (Drill Tec ®)
Base Sheet Fastener and
Plate
4. Galvalume Plates (Drill -
Tee® Metal)
5. Polypropylene Plates
(Drill -Tec® Plastic)
6. Dekfast Fasteners #14 &
#15
TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Wood fiber insulation board
Wood fiber insulation board
Perlite insulation board
Fire resistant rated gypsum
Water resistant gypsum board
Polyisocyanurate foam insulation
Glass fiber/M"meral fiber insulation
Wood fiber insulation board
Expanded glass insulation board.
Polyisocyanurate roof insulation
TABLE 3
Pre - assembled GAPTITE
Fasteners and metal and
plastic plates.
Base sheet fastening
assembly.
Round galvalume stress
plates.
Round polypropylene
stress plates.
Insulation fastener for
wood, steel and concrete
decks
3" and 3 Yz"
3" and 3 "
Manufacturer
(With Current NOA)
Atlas Energy Products
Firestone Building
Products, Inc.
generic
generic
generic
generic
G-P Gypsum Corp.
Johns Manville
Johns Manville
Masonite.
Pittsburgh Corning
RMax, Inc.
Product Manufacturer
Description Dimensions (With Current NOA)
Insulation fastener for GAF Materials Corp.
steel, wood & concrete
decks.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
Construction Fasteners
Inc.
NOA No: 03-0430.13
Expiration Date: 11/06/08
Approval Date:10131/03
Page 6 of 41
APPROVED FASTENERS:
Fastener Product
Number Name
7. Dekfast Hex Plate
8.
9.
10.
11.
12.
Dekfast Lock Plate
Olympic Fastener #12 &
#14
Fluted Nail (Con -Tite)
Olympic Fastener ASAP
Olympic Polypropylene
13. Olympic G -2
14. Olympic Standard
15. Rawl Drive
16. Rawl Plate
EVIDENCE SUBMITTED:
Test Asencv/Identifier
Factory Mutual Research Corp.
Factory Mutual Research Corp.
Factory Mutual Research Corp.
Factory Mutual Research Corp.
Factory Mutual Research Corp.
Factory Mutual Research Corp.
Factory Mutual Research Corp.
Factory Mutual Research Corp.
Factory Mutual Research Corp.
Factory Mutual Research Corp.
Factory Mutual Research Corp.
TABLE 3
Product
Description
Galvalume hex stress
plate.
Polypropylene locking
plate.
Insulation fastener
Insulation fastener
Pre - assembled Insulation
fastener and plate
Polypropylene plastic
plate
3" round galvalume AZ55
steel plate
3" round galvalume AZ50
steel plate
Insulation fastener for
concrete decks
3" round galvalume AZ55
steel plate
Name
Current Insulation
Attachment Requirements
FMRC 4470 - PA 114
FMRC 4470 - PA 114
Class 1
Class 1
FMRC 4470 - PA 114
FMRC 4470 - PA 114
FMRC 4470
Dimensions
2 7/8" x
3 1/4"
3 "x31/4"
3" round
J.L OD0A8.AM
J.I.2B8A4.AM
J.I.3005640
J.L 3006845
M. 3005175
J.I.3005177
J.L 3007500
J.L 3008178
J.L 3010215
J.L 3009788
Manufacturer
(With Current NOA)
Construction Fasteners
Inc.
Construction Fasteners
Inc.
Olympic Manufacturing
Group, Inc.
Olympic Manufacturing
Group, Inc.
Olympic Manufacturing
Group, Inc.
3.25" round Olympic Manufacturing
Group, Inc.
3.5" round Olympic Manufacturing
Group, Inc.
3" round Olympic Manufacturing
Group, Inc.
Powers Fasteners, Inc.
Powers Fasteners, Inc.
Report Date
FMRC 1996 01.01.96
07.09.97
07.02.97
11.09.00
10.17.00
05.23.00
05.19.00
06.15.00
12.27.00
03.01.01
03.28.01
NOA No: 03- 0430.13
Expiration Date: 11/06108
Approval Date:10/31/03
Page 7 of 41
Test Agencv/Identifier Name
Independent Roof Toting &
Consulting of South Florida
Exterior Research & Design, LLC
Underwriters Laboratories, Inc.
•
Report
PA 114, Appendix `T' IRT Reference
No.00001,
No.00002
Wind Uplift #4483.04.974
Fire Resistance
Classification
UL 790 - PA 114
R.1306, 00NK07638
Date
03.30.00
06-06 -97
07.17.00
NOA No: 03-0430.13
Expiration Date: 11/06/08
Approval Date:10/31/03
Page 8 of 41
17.
Min. 15/16" Fiberglas or VP (GAFTEMP ®) PERMALITE® adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
•
Maxim' limi Design Pressure —90 psI (See General Limitation #9)
Insulation Maximum Design Pressure Table A
Insulations
16.
Base Layer: Min. 1 /a" GAFTEMP® Isotherm R, GAFTEMP Isotherm RA, GAFTEMP Isotherm
RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N, E'NRG'Y -2 +,
AC Foam I, II, UltraGard Gold, Multi -Max adhered to the concrete deck in a full mopping of
a •ved halt tlied within the EVT ran a at a rate of 20-40 lbs./
Top Layer: Min. 3 4" BMCA or GAFTEMP® PERMALITE ®or other approved perlite insulation
board adhered to the base insulation layer or primed concrete deck in a full mopping of approved
asphalt applied within the EVT range at a rate of 20-40 lbsJsq..
Maximum Design Pressure —157 psf (See General Limitation #9)
The following assembly is approved to a maximum design pressure per Insulation Maximum
Table B. No substitutions shall be made:
Concrete, primed
lies of GAFGLAS® #75, GAFGLAS #80 Ultima, GAFGLAS®
PLY 4, GAFGLAS Fle ' y , ' -': ". • CO Modified Base sheet RUBEROID® Mop
Smooth or RUBEROID® 20 mopped directly to Adhere with any
approved mopping asphalt applied within the EVT range and at a rate of
See Insulation Maximum Design Pressure Table B below. Design Pressure is
dependent on I this �ll�
Install one ply op__ AFGLA STRATAV Rliminatorm Perforated, lose laid dry
(Optional, required if tnem rare is S Heat Weld) One or more plies of
RUBEROID® 20, GAFGLAS® Pl or GAFGLAS® FlexPlyTm 6 ply sheet adhered
in a full rapping of approved asphalt applied within the EVT range and at a rate of 20-
lbs./sq.
e or more plies of RUBEROID® Torch Smooth, RUBEROID® Torch Granule,
UBEROID® Torch Plus Granule, RUBEROID® Torch FR, RUBEROID® Torch
170FR or RiIRRROTD® 20, RUBEROID® MOP Smooth, RUBEROID® MOP
GranuleJRUBEROID® MOP 170 RUBEROID® ULTRACLAD' RUBEROID®
.30 and RUBEROID® 30.1 UBEROID® MOP PLUS and RUBEROID® MOP FR or
RUBEROID® SBS Heat Weldrm PLUS, RUBEROID® SBS Heat Weldrm PLUS FR,
RUBEROID® SBS Heat Weldrm 170 FR, RUBEROID® SBS Heat Weldrm,
RUBEROID® SBS Heat Weldmi Smooth and RUBEROID® SBS Heat Weldni 25
applied according to manufacturer's application instructions.
Surfacing: (Optional) Install one of the following
1. Asphalt flood coat at an application rate of 60- lbs./sq. t 20%; plus gravel or slag
with an application rate of 400 lbs./sq. & 300 lbs./sq., respectively.
2. MatrixTll System Pro Aluminum Roof Coating Fibered 301, (GAF Premium
Fibered Aluminum Roof Coating) at 1.5 gaL/sq. or Matrix 305 Fibered Enwkion
(GAF WeatherCoat® Emulsion) at 3 gal./sq. (for Torch Smooth applications only).
3. One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of
approved asphalt applied within its EVT range and at a rate of 20-40 lbs./sq.
NOA No: 03-0430.13
Expiration Date: 11/06/08
Approval Date:10/31/03
Page 38 of 41
4.
(Optional) Base Layer: Min. l" GAFTEMP® Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP
Composite, GAFTEMP Composite A, GAFTEMP Composite N mopped in asphalt at the rate of
20-40 lbssq.
Top Layer: Min. /" BMCA or GAFTEMP® PERMALITE ®or other approved perlite insulation
board or Min. Si" BMCA or GAFTEMP® High Density Fiberboard (c) or other approved High
Density wood fiberboard or Min. 1" BMCA or GAFTEMP® Fiberboard (c) or other approved
wood fiberboard adhered to the base insulation layer or primed concrete deck in a full mopping of
• ;J. 'lied : 'halt a..lied within the EVT ran: at a rate of 20-40 lbsJs. .
Maximum Design Pressure —90 psf (See General Limitation #9)
4. Top Coat Surface Seal, Top Coat MB Plus, GAF WeatherCotent or WeatherCote
LOW -VOC.
( Optic er: Min. 1" GAFTEMP® Isotherm RA or G
m asphalt at the rate of 20-40 lbs. /sq.
T er: Nfm, V4" Dens -Deck pit. u in , •halt at the rate of 20-40 lbs./
3.
(Optional) Base Layer: Nf n. 1" GAFTEMP® Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP
Composite, GAFTEMP Composite A, GAFTEMP Composite N mopped in asphalt at the rate of
20-40 lbs.sq.
Top Layer: Min. 3/4" BMCA or GAFTEMP® PERMALITE ®or other approved perlite insulation
board or Wm. Y" BMCA or GAFTEMP® High Density Fiberboard (c) or other approved High
Density wood fiberboard or Win. 1" BMCA or GAFTEMP® Fiberboard (c) or other approved
wood fiberboard adhered to the base insulation layer or primed concrete deck in a full mopping of
approved asphalt applied within the EVT rangeat a rate of 20-40 lbs.sq.
Maximum Design Pressure —90 psf (See General Limitation #9)
NOA No: 03-0430.13
Expiration Date: 11/06/08
Approval Date:10/31/03
Page 39 of 41
CONCRETE DECK SYSTEM LIMITATIONS:
1. If mechanical attachment to the structural deck through the lightweight insulating concrete is
proposed, a field withdrawal resistance testing shall be performed to determine fastener patterns
and density. All testing and fastening design shall be in compliance with Testing Application
Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and
sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant
NOA No: 03- 0430.13
Expiration Date: 11/06!08
Approval Date:10/31J03
Page 40 of 41
GENERAI, LI ATIONS:
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'maximunm.
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 12 lbsJsq. Note: Spot attached systems shall be limits/ to a maximum
design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field - tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing
%hall 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. (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 with 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 9B-72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No: 03- 0430.13
Expiration Date: 11/06/08
Approval Date:10/31/03
Page 41 of 41
172
•
A
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU)— Continued
Insulation: One or more layers perlite, glass fiber, 3/4 in. miry isocya-
nurate, urethane, perlite /isocyanurate composite, perlite /urethane com-
posite, phenolic, 1 -1 /2 in mM. '
Base Sheet (Optional): One or more layers of Type Gl, G2 or G3.
Membrane: One or more layers of " Ruberoid Torch" (smooth or
granule), " Ruberoid Torch Plus" (granule), " Ruberoid Mop" (smooth or
granule) or " Ruberoid Mop Plus" (granule).
Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq.
9. Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in.
min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, phenolic, 1 -1/2 in. min.
Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ",
hot mopped or mechanically fastened in place.
Ply Sheet: One or more layers of Type Cl " GAFGLAS Ply 4 ", hot
mopped in place.
Membrane: "Ruberoid Mop FR" (granule).
Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /s
or GAF Weather Coat Emulsion at 3 gal /sq.
10. Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, glass fiber, 3/
min, isocyanurate, urethane, perlite /isocyanurate composite,
urethane composite, phenolic, 1 -1/2 in. min.
Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base
hot mopped or mechanically fastened in place.
Ply Sheet: One or more layers of Type Cl " GAFGLAS Ply 4 ", or
"GAFGLAS Ply 6" hot mopped in place.
Membrane: "Ruberoid Torch 170FR" (granule).
Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq
or GAF Weather Coat Emulsion at 3 gal /sq.
11. Deck: C -15/32 Incline: 1/2
Insulation: Isocyanurate, 2 in. min., wood fiber; perlite or glass fiber,
any thickness, hot mopped or mechanically fastened in place. Joints
offset 6 in.
Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet",
hot mopped or mechanically fastened in place.
Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS Ply 4"
or "Ply 6" hot mopped in place.
Membrane: "Ruberoid Torch 170FR" (granule).
Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq
or GAF Weather Coat Emulsion at 3 gal /sq.
12. Deck: C -15/12 Incline: 1/2
Insulation (Optional): Isocyanurate, perlite or glass fiber, any thick-
ness, hot mopped or mechanically fastened in place. Joints offset 6 in.
Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet",
hot mopped or mechanically fastened in place.
Ply Sheet One or more layers of Type Gl " GAFGLAS Ply 4" or "Ply 6 ",
hot mopped in place.
Membrane: " Ruberoid Torch 170FR" (granule).
Surfacing (Optional): GAF Fibered Aluminum Coating at 1-1/2 gal /sq
or GAF Weather Coat Emulsion at 3 gal /sq.
13. Deck: NC Incline: 1/2
Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass
fiber, any thickness, hot mopped or mechanically fastened in place. Joints
offset 6 in.
Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet",
hot mopped in place.
Ply Sheet (Optional): One or more layers of Type Cl " GAFGLAS Ply 4"
or "Ply 6" hot mopped in place.
Membrane: "Ruberoid Torch 170FR" (granule).
Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2
gal /sq or GAF Weather Coat Emulsion at 3 gal /sq.
14. Deck: NC Incline: 1/2
Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass
fiber, any thickness, hot mopped or mechanically fastened in place. Joints
offset 6 in.
Base Sheet One or more layers of "GAFGLAS #75 Base Sheet", hot
mopped in place.
Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply
6" hot mopped in place.
Membrane: " Ruberoid Torch 170FR" (granule).
Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq
or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq.
15. Deck: C -15/32 Incline: 1/2
2000 ROOFING MATERIALS & SYSTEMS DIRECTORY
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU)— Continued
Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane,
perlite /isocyanurate composite or phenolic.
Base Sheet One or more layers Type G2 or G3 base sheet, hot mopped
or mechanically fastened.
Ply Sheet (Optional): One or more layers Type Cl, hot mopped in
place.
Membrane: " Ruberoid Mop FR" or " Ruberoid Mop i70 FR" (granule).
16. Deck: C -15/32 Incline: 1/2
Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane,
perlite / isocyanurate composite or phenolic, offset 6 in. from joints.
Base Sheet One or more layers of Type G-2 or G -3 base sheet, hot
mopped or mechanically fastened.
Ply Sheet (Optional): • , - ; r ore layers of Type G-1, hot mopped in
place.
'te/
heet",
oth).
embrane: One layer o
FR" (granule)
>17. Deck NC
Insulation (Optional):
urethane, perlite /i
Base She
FOR THE UL MARK ON PRODUCT
One layer of "Ruberoid Torch" or "Ruberoid Mop"
uberoid Torch 170FR" or "Rubemid Mop
Incline: 1
te, fiber glass, wood fiber, isocyanurate,
urate composite or phenolic.
ase e e or more layers Type G2 or G3 base sheet, hot mopped
• anically fastened.
Ply Sheet (Optional): One or more layers Type Gl, hot mopped in
place.
Membrane: One layer of " Ruberoid Mop FR" or " Ruberoid Mop 170
FR" (granule).
18. Deck: NC Incline: 1/2
Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate,
urethane, perlite /isocyanurate composite or phenolic.
Base Sheet (Optional): One or more layers of Type G-2 or G-3 base
sheet, hot mopped or mechanically fastened.
Ply Sheet (Optional): One or more layers of Type G-1, hot mopped in
place.
Membrane: One layer of " Ruberoid Torch" (smooth), "Ruberoid Mop"
(smooth).
Membrane: One layer of " Ruberoid Torch 170FR ", " Ruberoid Mop FR"
or " Ruberoid Mop 170 FR" (granule).
19. Deck: NC Incline: 1/2
Insulation (Optional): One or more layers of perlite, glass fiber,
isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any
thickness.
Base Sheet One or more plies Cl or G2, hot mopped or adhered with
Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold
applied adhesive at 1 -1/2 gal /sq.
Membrane: One layer of " Ruberoid Mop FR" or " Ruberoid Mop 170
FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No.
81" or Gibson -Homan "No. 6160" cold applied adhesive at 1-1/2 gal /sq.
20. Deck: C -15/32 Incline: 1/4
Insulation: Polyisocyanurate, any thickness.
Base Sheet "GAFGLAS #75" (Type G2), mechanically attached.
Membrane: One or more plies of " Rubberoid Torch (smooth).
Membrane: " Ruberoid Torch 170FR" (granule).
21. Deck: C -15/32 Incline: 1/2
Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber
any thickness, hot mopped or mechanically fastened.
Base Sheet One or more plies of Type G2 " GAFGLAS #75" or
" Ruberoid 20 FR" base sheets, hot mopped or mechanically fastened.
Membrane: One or more plies of " Ruberoid 30 FR" hot mopped in
place.
22. Deck: C -15/32 Incline: 1
Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass
fiber any thickness, hot mopped or mechanically fastened.
Base Sheet One or more plies of Type G2 " GAFGLAS #75" hot mopped
or mechanically fastened.
Ply Sheet One or more plies of " Ruberoid 20" or " Ruberoid 20 FR ", hot
mopped in place.
Membrane: One or more plies of " Ruberoid 30 FR ", hot mopped in
place.
23. Deck: C -15/32 Incline: 1/2
Insulation (Optional): Fiber glass or perlite, mechanically fastened.
Base Sheet One or more layers Type G2, hot mopped or mechanically
fastened.