RF-14-1593Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-216466
Scheduled Inspection Date: September 30, 2014
Inspector: Rodriguez, Jorge
Owner: DORSON, BERNARD & GERMAINE
Job Address: 10634 NE 11 Avenue
Miami Shores, FL
Project: <NONE>
Contractor: MURPHY ROOFS
tsunamg uepartment comments
RE ROOF LOW SLOPE
Permit Number: RF -7-14-1593
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number
Parcel Number 1122320280650
INSPECTOR COMMENTS False
Phone: (305) 892-1700
Passed
Inspector Comments
Failed
Correction
Needed ❑
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
September 29, 2014 For Inspections please call: (305)762-4949 Page 5 of 31
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JUL
FBC 20 to
Permit Noq — �-6q
Master Permit No.
ROOFING
JOB ADDRESS: JOG 3V //
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple
City: I 1 I I f�
Tenant/Lessee Name:
Email:
CONTRACTOR: Company Name:
Address: 4 ® q 03
City:
Qualifier Name: �c
State Certification or Registration #:
Contact Phone#:
DESIGNER: Architect/Engineer: _
State:
0
_
�?L_35_ 961h / 0
1—� r Zip:iC/
Phone#: 3ci— /Y �I S qb"I
'Z— Certificate of Competency #:� �� �J%
Address:
Value of Work for this Permit: $ 6Square/Linear Footage of Work: / 1
Type of Work: UAddition DAlteration UNew URepair/Replace 09emolition
Description of Work:
Color thru tile:
Submittal Fee $ Permit Fee $ 1 ci"; JCbCCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ i _� L� ' OC;
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
zip
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. �1
Signature Signature
Owner or Agent 3` ev
The foregoing instrument was acknowledged before me this .tel
day of 20 q, by
W
ho ' ersonally kno to me or who has produced
As identificatiQa�azd who did take an oath.
Sign:
Print:
M17)% aftward Al�ti
My CommissionmMM EE 898821
03121/2017
APPROVED BY O
11-� Contractor A
The foregoing instrument was acknowledged beobe me this �` 1
day of aL-( '20 `� , by 1 °�'1�,Ja {JH
who is personally known to me or who has progj,, ad iyy9 fv2�
as identification and Nodid•take-4..
a\`1b•'•• sa ®/moi
NOTARY PUBLIC: Q)., d w
Sign:
Print:
My Commission Expires:
Plans Examiner Zoning
Structural Review Clerk
(Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007)
�OR1D�'
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor. The wner's initial in the designated space indicates that the item has been explained.
I. Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of
providing that the roof system meets the wind resistance and water instruction 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 agreem t between the owner and the contractor.
2. Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be
renaile in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to removing the existing roof system).
3. XCommon roofs: Common roofs are those which have no visible delineation between neighboring
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 to be performed.
4. /6 Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the
appearan
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. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed. Pounding conditions should be corrected.
6. A9 Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
overloaded from a buildup of water. Perimetededge wall or other roof extension may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accorda/nge with the requirements of Sections R4402, R4403 and R4413.
(J�
7. ._Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of the
roof.
Owner/Agents Signature Date Contractor Signa D e
Revised on 7/9/2009 LD
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT Of EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village BuildingDepartment Date: � 7
p
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: g er w D 61"Wd D® r:5 ® i'x
Property Address: 10103q 11 Awe M f lm I /Lor [, ? 3/
Roofing Permit Number:
Dear Building
IOffcii
Ae,.r
')
certify that I am not required to retrofit the roof to wall connections of my
buildin cause:
he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC)
Signature
State of Florida
County of Dade
Print Name
The undersigned, being the first duly swom, depokes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this 0941>> day of % 4.,e 4_2V l I/
Notary Public, Sate of Florida at Large
• When the just valuation of the structure for
SFBC. Then you must provlde a building al
Revised on 5/21/2009
Notary Public State of Florida
Howard Alt d
i MY Car.... ion EE NMI
Wagon Is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994
a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Florida Building Code Edition 2010
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 no used, identi as "NAJ
System Manufacturer
NOA No,:
Design Wind From RAS 128 or Calculation
Pmax1: f Pmax2: '747 Pmax3: 1047
Max. Design Pressure, From the Specific NOA
System: '—ITZ ° V
Deck: �.
Type: i8&aA92=0
Gauge/Thickness,
Slope: 1.-12-
Anchor/Base
.®2^AnchorBase Sheet & No, of Ply(s):
Ancht ase Shee , astener/Bond' M
Insulation Base Layer:��
Base insulation Size and Thickness:
Fastener Spacing for Anchor/Base Sheet
Attachment
Field: —. oo @ Lap, # Rows . @ --oc
Aj /10
Perimeter: 42 oc @ Lap, # Rows 7'" "OG
Corner: " oc @ Lap, # Rows �, @ ° oc
Number of Fasteners Per Insulation
Board
Field: Perimeter Comer
Illustrate Components Noted and
Details 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
Comply with RAS 111 and Chapter 16.
���qt` ,1 ^Gj.
Base Insulation Fastener/Banding material:���
Top Insulation Layer: N/'A A t,.gA4gx,c y FT.
Para,
Top Insulation Size and Thickness:O�lr% /oe� Heigl
Top Insulation Fastener/Bonding Material: M
ZA
Base Sheet(s) & No. of Ply(s): AllylM----
Base Sheet Fastener/Bonding Material:40
of �Q
Piy S et(s) & No. of Ply(s}:
Ply Sheet Fas ding to ial:
Top Ply 4.0— /y�r' 1AP45A-"
Top Ply Fastener/Bonding Maters 5�,
Surfacing: Allam T
�a
Mean
Roof
Height
MIAMI -DADS MIAMI-DADE COUNTY
PRODUCT CONTROL. SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOA) www.miamidode eovIeconomv
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 RuberoieModified Bitumen Roof System for Wood Decks
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 09-0224.01 and consists of pages 1 through 29.
The submitted documentation was reviewed by Jorge L. Acebo.
UTI—S-6 1 APPROVED
NOA No.: I3.0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Pagel of 29
ROOFING SYSTEM APPROVAL
Catesory
Roofing
Sub-Cateaorv:
Modified Bitumen
Material:
APP/SBS
Deck Tune•
Wood
Maximum Design Pressure:
-75 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Product
Product
_Dimensions
Sneciflcation
Description
Matrix 102 SBS
5 gallons
ASTM D30I9
Fiber reinforced rubberized cold -applied
Membrane Adhesive
adhesive for modified bitumen roof
GAFGLAS® #75
39.37"
ASTM D4601
systems.
Type II asphalt impregnated and coated
Base Sheet
(I meter) Wide
glass mat base sheet.
GAFGLASO #80 Ultima
39.37'
ASTMZ4601
Type II asphalt impregnated and coated,
Base Sheet
(I meter) Wide
fiberglass base sheet.
GAFGLAS'D FlexPly'" 6
39.37'
ASTM D2178
Type VI asphalt impregnated glass felt
GAFGLASO Ply 4
(t meter) Wide
39.37"
ASTM 132178
with asphalt coating.
Type IV asphalt impregnated glass felt
GAFGLASOMineral
(1 meter) Wide
39.37'
ASTM D3909
with asphalt coating.
Asphalt coated, glass fiber mat cap sheet
Surfaced Cap Sheet
(1 meter) Wide
surfaced with mineral granules.
GAFGLASO EnergyCap'�
39.37'
ASTM D3909
Asphalt coated, glass fiber mat cap sheet
BUR Mineral Surface Cap
(1 meter) Wide
surfaced with mineral granules with
Sheet
factory applied EnergyCote7
GAFGLASO Stratavento
39.37'
ASTM D4897
Fiberglass base sheet coated on both sides
Eliminator's Perforated
(I meter) Wide
with asphalt. Surfaced on the bottom side
Venting Base Sheet
with mineral granules embedded in
asphaltic coating with factory
GAFGLASO Stratavene
39.37'
ASTM D4897
perforations.
A nailable, fiberglass base sheet coated on
Eliminator Perforated
(1 meter) Wide
both sides with asphalt. Surfaced on the
Nailable Venting Base
bottom side with mineral granules
Sheet
Ruberoid' SBS
embedded in asphaltic coating.
Heat -Weld` Smooth
39.37'
ASTM D6164
Non -woven polyester mat coated with
(1 meter) Wide
polymer -modified asphalt and smooth
Ruberoid® SBS
Heat-Wele
39.37'
ASTM D6164
surfaced.
Non -woven polyester mat coated with
Granule
(1 meter) Wide
polymer -modified asphalt and surfaced
RoofMatch's
107 sq. ft.
ASTM D6164
with mineral granules.
Non -woven polyester mat coated with
SBS Modified Granular
(9.9 m2)
SBS polymer -modified asphalt and
Ruberoie SBS
39.37"
ASTM D6164
surfaced with colored mineral granules.
Non -woven polyester mat coated with fire
Heat -Weld? 170 FR
(I meter) Wide
retardant polymer -modified asphalt and
surfaced with mineral granules.
NOA No.: 13-0424.14
MIAMPDADECOUN
EQZI'
Expiration Date: 11/06114
Approval Date: 10/31/13
Page 2 of 29
Test
Product
Product d�
DDIit erasions
Snecification
Description
Ruberoid SBS
Heat-Wele
39.37'
ASTM D6164
Non-woven polyester mat coated with
Plus
(1 meter) Wide
polymer-modified asphalt and surfaced
Ruberoid® SBS
39.37'
ASTM D6164
with mineral granules.
Non-woven polyester mat coated with fire
Heat Weld'- Plus FR
(I meter) Wide
retardant polymer-modified asphalt and
Ruberoid EnergyCap'
39.37'
ASTM D6164
surfaced with mineral granules.
Non-woven polyester mat coated with fire
SBS Heat-Weld"" Plus FR
(1 meter) Wide
retardant polymer-modified asphalt and
surfaced with mineral granules and with
Ruberoid® SBS
39.37'
ASTM D6163
factory applied EnergyCote.
Non-woven polyester mat coated with
Heat-Weld` 25
(1 meter) Wide
polymer-modified asphalt and smooth
Ruberoid® Mop Granule
39.37'
ASTM D6164
surfaced.
Non-woven polyester mat coated with
(I meter) Wide
polymer-modified asphalt and surfaced
Ruberoid® Mop Smooth
39.37'
ASTM D6164
with mineral granules.
Non-woven polyester mat coated with
(1 meter) Wide
polymer-modified asphalt and smooth
Ruberoid® Mop Plus
39.37'
ASTM 136164
surfaced.
Non-woven polyester mat coated with
(1 meter) Wide
polymer-modified asphalt and surfaced
Ruberoid Mop 170FR
39.37'
ASTM D6164
with mineral granules.
Non-woven polyester mat coated with fire
(I meter) Wide
retardant polymer modified asphalt and
Ruberoid® Mop FR
39.37'
ASTM D6164
surfaced with mineral granules.
Non-woven polyester mat coated with fire
(I meter) Wide
retardant polymer-modified asphalt and
surfaced with mineral granules.
Ruberoid' Torch Smooth
39.37'
ASTM D6222
Non-woven polyester mat coated with
(I meter) Wide
APP modified asphalt and smooth
Ruberoid Torch Granule
39.37'
ASTM D6222
surfaced.
Non-woven polyester mat coated with
(1 meter) Wide
APP modified asphalt and
Ruberoid® EnergyCap'
39.37'
ASTM D6222
surfaced with mineral granules
APP modified cap membrane with a torch
Torch Granule FR
(1 meter) Wide
grade bottom surface and a mineral
granular top surface coated with factory
applied EnergyCote'm.
RuberoldEnergyCap"
39.37"
ASTM D6222
APP modified cap membrane with a torch
Torch Granule Plus FR
(1 meter) Wide
grade bottom surface and a mineral
granular top surface coated with factory
RoofMatchT"
107 sq. ft.
ASTM D6222
applied EnergyCote°".
Non-woven polyester mat coated with
APP Modified Granular
(9.9 m2)
APP polymer-modified asphalt and
Ruberoid® Torch FR
I meter
ASTM D6222
surfaced with colored mineral granules.
Non-woven polyester mat, coated with fire
(39.37') Wide
retardant asphalt modified bitumen
membrane with granule surface.
NQA No.: 13-0424.14
MIAMl EcoK)N�
Expiratlon Date: 11/06/14
,
Approval Date: 10/31/13
Page 3 of 29
Product
Ruberoid® 20
Ruberold630
Ruberoid 30 FR
Ruberoid® EnergyCap' 30
FR SBS Membrane
Ruberoid Dual FR
Topcoat® Elastomeric
Roofing Membrane
Topcoat® MB Pius
Topcoat®
Surface Seal SB
FireOut' Fire Barrier
Coating
VersaShiele
Fire -Resistant Roof Deck
Protection
APPROVED
39.37" (1 meter) ASTM D6162
Wide
1, 5 or 55 gallons ASTM D6083
5 or 55 gallons Proprietary
5 gallons ASTM D6083
5, 55 gallons Proprietary
42" x 100' rolls ASTM D226
Product
Description
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.
Non -woven fiberglass mat coated with fire
retardant, polymer -modified asphalt and
surfaced with mineral granules and with
factory applied EnergyCote.
Non -woven polyester and fiberglass mat
coated with file retardant, polymer -
modified asphalt and surfaced with
mineral granules.
An acrylic, water based elastomeric
membrane system designed to protect
various types of roofing surfaces.
Water based, low VOC primer used to
block asphalt bleed -through.
Solvent based sprayable thermoplastic
rubber sealant designed to protect and
restore aged roof surfaces and to increase
a roofs reflectivity.
Low VOC, water-based fire barrier
coating.
Non -Asphaltic, fire resistant fiberglass -
based underlayment.
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 4 of 29
Test
Dimensions
Specification
I meter
ASTM D6163
(39.37") Wide
I meter
ASTM D6163
(39.37' Wide
1 meter
ASTM D6163
(39.37") Wide
I meter
ASTM D6163
(39.37") Wide
39.37" (1 meter) ASTM D6162
Wide
1, 5 or 55 gallons ASTM D6083
5 or 55 gallons Proprietary
5 gallons ASTM D6083
5, 55 gallons Proprietary
42" x 100' rolls ASTM D226
Product
Description
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.
Non -woven fiberglass mat coated with fire
retardant, polymer -modified asphalt and
surfaced with mineral granules and with
factory applied EnergyCote.
Non -woven polyester and fiberglass mat
coated with file retardant, polymer -
modified asphalt and surfaced with
mineral granules.
An acrylic, water based elastomeric
membrane system designed to protect
various types of roofing surfaces.
Water based, low VOC primer used to
block asphalt bleed -through.
Solvent based sprayable thermoplastic
rubber sealant designed to protect and
restore aged roof surfaces and to increase
a roofs reflectivity.
Low VOC, water-based fire barrier
coating.
Non -Asphaltic, fire resistant fiberglass -
based underlayment.
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 4 of 29
APPROVED INSULATIONS:
Product Name
EnergyGuarC
Polyiso Insulation
EnergyGuarC
RA Polyiso Insulation
EnergyGuarr
RN Polyiso Insulation
EnergyGuarr
Perlite Recover Board
EneruGuard•"
Perlite Roof Insulation
EnergyGuarr
RA Composite Polyiso
Insulation
Manufacturer
Structodeke High Density Fiber Board
SecurocO Gypsum -Fiber Roof Board
Table 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Perlite recover board
Perlite roof board
Polyisocyanurate/wood fiberboard
or perlite composite
High density wood fiber
Gypsum board
Manufacturer
(With Current NOA)
GAF
GAF
GAF
GAF
GAF
GAF
Blue Ridge FiberBoard, Inc.
United States Gypsum Corp.
APPROVED ]FASTENERS:
TABLE 3
Fastener
Product
Product
Manufacturer
Number
Name
Description
Dimensions
(With Current NOA)
1.
TM
Drill -Teo #12 Fastener
Carbon steel fastener used
Various
GAF
in steel or wood decks.
2.
Drill-Tec'*m #14 Fastener
Carbon steel fastener used
Various
GAF
in steel, wood or concrete
decks.
3.
Drill-TecT" XHD Fastener
Carbon steel extra heavy
Various
GAF
duty fastener used in steel
decks.
4.
Drill-TecT" AccuTraco lat
AZ -SS aluminized steel
3" x 3"
GAF
Plate
plate for use with Drill-
Tec#12 Fastener, Drill-
TeeT" #14 Fastener and
Drill-TecTM 415 Fastener.
5.
Drill-TecT" ASAP 3S
Drill-Tec7m #12 fastener
Various
GAF
with Drill-TecT" 3"
Standard Steel Plate.
6.
Drill -Tec" AccuTraco
Galvalume Steel plate for
3" x 3"
GAF
Recessed Plate
use with Drill -TW'
fasteners.
7.
Drill -Tec.- 3" Steel Plate
Round galvalume steel
3"
GAF
stress plate for use with
Drill -Tee •" fasteners.
8.
Drill -Tec•" 3" Standard
Round galvalume plated
3"
GAF
Steel Plate
steel stress plate with
reinforced ribs for use with
Drill -Tec"" fasteners.
M SDApE 1111 6 T
•
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 5 of 29
EVIDENCE SUBMITTED:
Test Agen
Test Identifier
Description
Pate
Factory Mutual Research Corp.
3029832
FMRC 4470
05/11/07
3010215
FMRC 4470
03/01/01
3001276
FMRC 4470
01/28/99
1 B9A8.AM
FMRC 4470
09/04/97
3D4Q2.AM
FMRC 4470
04/30/97
OD1A8.AM
FMRC 4470
04/01/98
Underwriters Laboratories
R1306
UL 790
07/22/13
Trinity Engineering
4483.04 97-1
TAS 114
06/06/97
PRI Asphalt Technologies, Inc.
GAF -020-02-01
ASTM D249
02101/02
ASTM D4977
GAF 306-02-01
ASTM E96
07/07/11
GAF 315-02-01
ASTM D2178
8/23111
GAF 314-02-01
ASTM D2178
8123/11
IRT-ARCON Inc.
02-005
TAS 114
03/01/02
02-014
TAS 114
04/08/02
01-039
TAS 114
03/01/02
Trinity ERD
06850.08.08
ASTM D6164
08/29/08
G6850.08.08
ASTM D6163
08/01/08
06850.10.08
ASTM D6222
10/06/08
06850.11.08
ASTM D6222
11/05/08
040620.07.12-2
ASTM D6222
07/17/12
G34140.04.11-2
ASTM D6163
04/25/11
G31360.03.10
ASTM D6164
03/31/10
G34140.04.114
ASTM D4601
04/25/11
G34140.04.11-5
ASTM D4897
04/25/11
G33470.01.11
ASTM D6164
01/13/11
G6850.08.07-1
ASTM D3909
08/13/07
030250.02.10-3-R1
ASTM D3909
11/26/12
PRI Construction Technologies LLC.
ASTM D2178
GAF -314-02-01
08/23/11
ASTM D2178
GAF -315-02-01
08/23/11
ASTM D6083
GAF -245-02-01
06/10110
ASTM D6083
GAF -084-02-01
07/08/05
ASTM D6083
GAF -245-02-01
06/10/10
ASTM D6083
GAF -084-02-01
07/08/05
Momentum Technologies, Inc.
ASTM D6162
AX04C9A
06/05/09
NOA No.: 13.0424.14
+�oecounrnr Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 6 of 29
Membrane Type: SBS/SBS Cold Applied
Deck Type 1: Wood, Non -insulated
Deck Description: 19/3Z" or greater plywood or wood plank decks
System Type E(1): Base sheet mechanically fastened to roof deck.
All General and System Limitations shall apply.
Fire Barrier: FireOut'm Fire Barrier Coating, VersaShieldo Fire -Resistant Roof Deck
(optional) Protection or Securock' Gypsum -Fiber Roof Board.
Base sheet: GAFGLAS`° #80 Ultima'" Base Sheet, GAFGLAS Stratavene Eliminator
Nailable Venting Base Sheet, Ruberoid® 20, Ruberoldo SBS Heat -Weld" Smooth
or Ruberoid SBS Heat -Weld" 25 base sheet mechanically fastened to deck as
described below:
Fastening GAFGLAS® Ply 4, GAFGLAS F1exPly"' 6, GAFGLAS® #75 Base Sheet or any
Options: of above base sheets attached to deck with approved annular ring shank nails and
tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12"
o.c. in the field.
(Maximum Design Pressure --45 psf, See General Limitation #7)
GAFGLAS' Ply 4, GAFGLAS® FlexPly"m 6, GAFGLASO #75 Base Sheet or any
of above base sheets attached to deck with Drill -Tec'" 412 Fastener, Drill-TecT"
#14 Fastener or Drill -Tec'" XHD Fastener and Drill -Tec 3" Steel Plate, Drill -
Tee ," AccuTraeP Flat Plate or Drill -Tec'.. AceuTraco Recessed Plate installed 12"
o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced
approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure —4S psf, See General Limitation #7)
GAFGLAS® FlexPlyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets
attached to deck with approved annular ring shank nails and tin caps at a fastener
sj5kcing 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"m Base Sheet, Ruberoid20, RuberoidoMop Smooth,
base sheet attached to deck with approved annular ring shank nails and tin caps at
a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure —60 psf, See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with
Drill -Tec #12 Fastener, Drill -Tec"' 414 Fastener or Drill -Tec XHD Fastener
and Drill -Tec'" 3" Steel Plate, Drill -Tec." AccuTrace Flat Plate or Drill -Tec'"
AccuTrae® Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side
lap. The other rows are equally spaced approximately 9" o.c. in the field of the
sheet.
(Maximum Design Pressure —60 psf, See General Limitation #7)
Any of above base sheets attached to deck approved annular ring shank nails and
3" inverted Drill -Tec"' insulation plates at a fastener spacing of 9" o.c. at the 4"
lap staggered in two rows 9" in the field.
(Maximum Design. Pressure —60 psf, See General Limitation #7)
NOA No.: 13-0424.14
MIAMI4QpECOUNTY Expiration Date: 11/06/14
i g "w ' Approval Date: 10/31/13
Page 25 of 29
GAFGLASO #75 Base Sheet or any of above base sheets attached to deck with
Drill -Tec #12 Fastener, Drill -Tec #14 Fastener or Drill -Tec'* XHD Fastener
and Drill -Tec`" 3" Steel Plate, Drill-Tec"m AccuTraceT Flat Plate or Drill -Tec"`
AccuTraco Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side
lap. The other rows are equally spaced approximately 9" o.c. in the field of the
sheet.
(Maximum Design Pressure —75 psf, See General Limitation #7)
Ply Sheet: (Optional) One or more plies GAFGLAS Ply 4, GAFGLAS® FlexPly'" 6,
GAFGLAS' 480 Ultima Base Sheet, Ruberoide Mop Smooth or Ruberoide' 20
sheet adhered in a full mopping of approved asphalt applied within the EVT range
and at a rate of 20-40 lbs./sq.
Membrane: One or more plies of Ruberoid' Mop Smooth, Ruberoid® Mop 170 FR, Ruberoide'
Mop Granule, RoofMatch`" SBS Modified Granular, Ruberoid® Mop Plus Granule,
Ruberoid®20, Ruberoie30, RuberoideEnergyCap' 30 FR SBS Membrane,
Ruberoid 30 FR or Ruberoid® Mop FR in adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
Or
One or more plies of Ruberoid Mop Smooth, Ruberoid® Mop Granule,
RooWatchr" SBS Modified Granular, Ruberoid' Mop 170 FR, Ruberoid Mop
Plus Granule, Ruberoid020, Ruberoido 30, RuberoidEnergyCap"30 FR SBS
Membrane, Ruberoid® 30 FR or Ruberoid Mop FR adhered in MatrixTN 102 SBS
Membrane Adhesive at an application rate of 1-2 ga]Jsq.
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 60 lbs./sq.
6//2. GAFGLAS`a Mineral Surfaced Cap Sheet or GAFGLAS EnergyCapBUR Mineral
Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT
range and at a rate of 2040 lbsJsq.
3. Topcoat Elastomeric Roofing Membrane, Topcoat MB Plus (to be used as a primer with
Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at I to 1.5
gal./sq.
Maximum Design
Pressure: See Fastening above
NOA No.: 13-0424.14
FntwE ouN' Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 26 of 29
WOOD DECK SYSTEM LIMITATIONS:
I A slip sheet is required with GAFGLASO Ply 4 and GAFOLAS® FlexPly Tm 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum '/" DensDecV Roof Board or Y2" Type X gypsum board is acceptable to be installed
directly over the wood deck.
GENERAL LIMTTATIONS:
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 side lap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum
design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of
275 IV., 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 anchortbase sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 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 I I I 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 comers 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 9N-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 13-0424.14
r+tatyt•DApE CO Expiration Date: 11/06/14
t r Approval Date: 1051/13
Page 29 of 29
TGFU.Rl306 - Roofing Systems
TGFU.R1306
Roofing Systems
Page Bott,0
Roofing Systems
See General Information for Roofing ,5ystems
BUILDING MATERIALS CORP OF AMERICA, DBA GAF
1361 ALPS RD
WAYNE, NJ 07470 USA
Page I of 2
R1306
"Ruberold@ 20" or "Ruberoid@ 20 HT' or "Ruberold@ Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets In any of the
following Classifications.
1/2 -in. thick (minimum) gypsum board or 1/4 -in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard," "DensDeck Prime@
Roofboard" or "DensDeck DuraGuardT" Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting
roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints in the gypsum board and
Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuard'" Roofboard" are to offset a
minimum of 6 -In. with the butt joints in the roof deck. If polystyrene Is part of the roof system, It must be placed below the overlayment board.
Multiple plies of "GAFGLAS@ Ply 4" or "Tri -Ply® Ply 4" or "Trl-Ply® Ply 6" may be adhered to Georgia-Pacific Gypsum LLC "DensDeck @
Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuard" Roofboard" in hot roofing asphalt.
"EnergyGuardTM Ultra" is an acceptable alternate to "EnergyGuardTM RF" in any applicable Classification.
"GAF Stratavents Eliminator'" Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a
recover over existing roof systems.
"GAFGLAS@ Perlite Insulation" may be utilized as a cover board over "EnergyGuard" RF" Insulation in any of the following systems.
Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or UL Classified urethane Insulation
adhesive. Polystyrene referenced in any of the following Classifications Include "EnergyGuardT" EPS Insulation".
Unless otherwise Indicated, all Insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation
instructions (excluding LRF Adhesive 0) in any applicable Non -Combustible Roof Deck Classifications.
References to glass fiber insulation include "EnergyGuard Fiberglass Insulation".
"EnergyGuardi00 Tapered" is an acceptable alternate to "EnergyGuardTM" in any applicable Classification.
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Type G2 asphalt glass mat base sheet ("GAFGLASO 975 Base Sheet" or "Tri -Ply® #75 Base Sheer", or "GAFGLASO #80 ULTIMA") is a suitable
alternate for Type Gi asphalt glass fiber ply sheet ("GAFGLASO Ply 4" or "Tri -Ply@ Ply 4", or "GAFGLASO Ply 6") in the Class A, B or C roof
systems indicated below.
The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent@ Eliminator'"" Venting Base
Sheet (Perforated)" or "GAF Stratavent@ EliminatorTM Venting Base Sheet (Nailable)." Perforated base sheets to be loose laid or fully adhered with
hot roofing asphalt and nailable base sheets are to be mechanically attached granule side down.
As an option Type G2 asphalt glass mat base sheet ("GAFGLASO #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLAS@ #80 ULTIMA" or
"GAF Stratavent@ Eliminator'" Venting Base Sheet (Nallable)" may be substituted for Type GI asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or
"Tri -Ply® Ply 4" or "GAFGLASO Ply 6") as the nailed base ply in the following systems.
Bottom ply or base sheet may be solid mopped, Spot mopped or mechanically fastened.
Unless otherwise indicated, all Insulations may be hot mopped or mechanically fastened.
"GAFGLASO Flashing" or "Ruberold@" may be used for flashing in any of the Class A, B or C systems listed below.
When "perlite" is referenced, this includes "GAFTEMP PERMALITE@" or any other UL Classified perlite Insulation,
Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed.
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TGFU.RI306 - Roofing Systems
Page 2 of 2
Structural cement fiber building units are considered suitable to be included as a deck In the following Class A, B or C systems listed over C-15/32
or NC.
The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2 -in. minimum thick
gypsum board Is an acceptable alternate for minimum insulation over C-15/32 thick roof decks.
The use of polystyrene insulation board between minimum 3/4 -in. thick perlite board and deck with rosin paper (periite/rosin
paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems.
"EnergyGuardT01 RA" or "Tapered EnergyGuard* RA" or "EnergyGuard' Composite RA" may be substituted for any Atlas Roofing Corp.
polyisocyanurate insulation in any of the following Classifications.
Trumbull "Perms Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt".
"GAFGLAS@ #80 Premium Base Sheet" may be used In any of the following systems.
"GAFGLAS® Flex Ply 6" and "Tri -Ply(+ Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAS@ Ply 6".
"GAFTEMP Permalite Recover Board" may be used In lieu of any perlite Insulation in any of the following NC Classifications.
Unless otherwise Indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "TOPCOAT% Fireshleld MB" at 21/2 to
3-gal/100-R2.
"Ruberoid@ Dual Smooth" may be used as an alternate to "Ruberoid@ Mop Smooth" or "Ruberold@ 20" or "Ruberoid@ 20 HT"
"Ruberoid® Mop Smooth 1.5" may be used as an alternate to "Ruberold@ Mop Smooth"
Class A, B and C
Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes.
"Ruberoid@ Heat Weld" SBS roofing membrane may be used In lieu of "Ruberoid® Mop" SBS products in any applicable Classification,
Class A
1. Decic C-15/32 Incline: 3
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 fiber/polyisocyanurate composite or phenolic, any thickness.
Ply : — Three or more plies Type GI or "GAFGLAS% Ply 4" or "Tri -Ply% Ply 4" or "GAFGLAS% Ply 6" hot mopped.
rfacing: — Gravel.
C-15132 Incline: 2
dnsulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polylsocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness.
Ply Sheet: — Three or more plies Type GI or "GAFGLAS% Ply 4" or "Tri -Ply% Ply 4" or "GAFGLAS% Ply 6".
Cap Sheet: — One ply Type G3 "GAFGLAS(D Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet " or "GAFGLAS(ID
EnergyCap"° SUR Mineral Surfaced Cap Sheet,"
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