RF-14-145Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 206208 Permit Number: RF -1 -14 -145
Scheduled Inspection Date: February 25, 2014 permit Type: Roof
Inspector. Rodriguez, Jorge
Inspection Type: Final Roof
Owner: VEJDANI, RAMIN & BETHANEY Work Classification Flat
Job Address: 665 NE 97 Street
Miami Shores, FL
Project: <NONE>
Contractor: DALEY ROOFING INC
rsuuamg uepanment comments
RE- ROOF FLAT ROOF
Phone Number
Parcel Number
INSPECTOR COMMENTS False
3051758 -9375
1132060171910
Phone: (305)754 -9892
February 24, 2014 For Inspections please call: (305)762 -4949 Page 19 of 42
Inspector Comments
Passed
Failed
Correction
Needed ❑
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
February 24, 2014 For Inspections please call: (305)762 -4949 Page 19 of 42
Miami Shores Village jmmtjgM
a
�f
Building Department JAN.2;$ 20#
() /„ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ��,
Tel: (305) 795.2204 Fax: (305) 756.8972
j INSPECTION'S PHONE NUMBER: (305) 762.4949
L
FBC 20
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
Permit No.
Master Permit No. f� F 14 ~ ) yt�_
(R:OOFIN
JOB ADDRESS: A& K- AE 97 .5 -raf6-T
City: Miami Shores County: Miami Dade Zip:
FoliolParcel #:
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): 16c�W� Phone#:
City:
State:
TenantUssee Name: Phone#:
Email: --
CONTRACTOR: Company Name: %J�'Lf�/ ®lie %� �-- Phone#36 76"Y6 102--'
Address: / K &t— / UZO �7
City: X l frM / LIES State:
Qualifier Name: J.Zhtt�Yl k1
State Certification or Registration #:
W
of Competency #:
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer: Phone #:
0
Valve of Work for this Permit: $ q6- 0 Square/Linear Footage of Work:
Type of Work: OAddition ��d �n,O,��A, llt/teration t2 ONew )dRe� ODemolition
Description of Work: _ZZ' � kt49 -'r R 1,A) l - 14 d AQ l 6jW
Color thra file'
Submittal Fee $ _ Permit Fee $
Scanning Fee $
Radon Fee $
CCF
CO /CC $
DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $,gj, C;?b�_
Bonding V0m yc 4 Name?(if aipplicable) _
Bonding Company's Address
i;
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.
Signature .
O r r Agent
The foregoing instrument was acknowledged before me this 4PY2,
day of '54n. , 20 ) ±, by aslk "ssoam t ,
who is nMonally known to me_or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Print:
My Commission Expires:
APPROVED BY
DEBORAH ANN TORO
My COMMMON 0 EE190304
EXPIRES Apli 47; 2016
Signature
Contractor
The foregoing instrument was acknowledged before me this a l
day of J 4n,vAt , 20 1?t , by !DQ13 i eo e�
who is personally known to me or who has producedo HdU
r0 2 11Las identification and who did take an oath.
Plans Examiner
NOTARY PUBLIC:
Si gn: �^^
t: Z...
My Co i
Notary Public SUN% of Florida
Joanna M FeAaano
u1 My Commission FF 082753
Zoning
Structural Review Clerk
(Revised 3 /12/2012)(Revised 07 /10107)(Revised 06/10/ M)Otevised 3/15109)
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Florida Building Code Edition 2010
H h Veloolly Hurricane Zone Uniform Permit Angludon Rmn.
§Wigs Ci (LOW dope Application)
Fill In Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet
and Identify Manufacturer Attachment
Of a cwr4xm# Is not user!, Wentily es 'NA") Field. ' — OC 0 lap. :# Roars 9?L- Q � ° oc
System Manufacturer / i �%
b Pier. (�° oc Q L:op, # Rows L, t� �° ° oc
NOA No. �" 7
Corner L' oc Lap, # Rows i oc
Design Wind Pressures, From RAS 128 or Ca tk *
Pt: �_� P2: 9-7- P8: _ J° 7
Number of Fasteners Per Insulation
Max. Design Pressure; From the NOA Field ��& Perimeter Corm
System:_
Deck'
Type• 1
NO
Andw/Base Sheet & No. of Ply(s).
Andwfil cse Sheet FastenerBanding Material:
insulation Base Leger:
Base Insulation Size and Thickness:
Top lmdavon
Top NawM_4w fze and ThWftM:
Top 12ation Fastened8onding Material.
Illustrate Components Noted and
Details as Applicable:
Woodbkrdcing, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Strip, Base FWstring, Counter- Flashing,
Coping, Etc.
.inMean . Roof Height, Parapet Height,
Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Spacing or Submit Manufacturers Details that
Comply with RAS 191 and Chapter 16.
FT-
Parapet
I Height
Base Sheet(s) & No. of Ply {s): Z 1' Vi 7
S 111 111 1111111 ;1'1 1111!
IVA:tD CAP
Pty Sheet(s) & Na. of Ply(s): A 1, ja +� Q1,
Ply Sheet Fastenerl8onding Material: A//-R V4� �� 0IVx
Top P :- 11dM2r-tQ2 Cj gtLET 17b
Top Ply Fastener / Bores Material:
Surfacing: ��
® i h 9
I Roof
Me" Height
r,
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 govem the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor. The owner's initial in the designated space indicates that the item has been explained.
1. F4 . Aesthetics Workmanship: the workmanship provisions of Section R4402 are for the purpose of
providing that the roof system meets the grind 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 agreement between the owner and the contractor.
2. 4rmeln Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be
ac stance with the current provisions of Section R4403. (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 neighboring
units -(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. N___. 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
ag
,n'arance
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. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
ove ad from a buildup of water. Perimeter /edge 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
accordance with the requiramrits of Sections R4402, R4403 and R4413.
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
reduces. It may be beneficial to consider additional venting which can result in extending the service life of the
roof.
/Agent ig ture Date Contractor Signature lDate
Revised on 7/9/2008 LD
COUNTY
MIAMI -DADE COUNTY
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 Ruberoie Modified 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.
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 1 of 29
Membrane Type: APP /SBS Heat Weld
Deck Type 1: Wood, Non - insulated
Deck Description: 19/32' or greater plywood or wood plank decks
System Type E(2): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier: FireOut'" Fire Barrier Coating, VersaShieie Fire - Resistant Roof Deck
(optional) Protection or SecurocV Gypsum -Fiber Roof Board.
Base sheet: GAFGLAS® #80 Ultima Base Sheet, GAFGLAS® Stratavene Eliminator
Nailable Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid®
SBS Heat - Weld's Smooth or Ruberoid® SBS Heat - Weld" 25 mechanically
fastened to deck as described below;
Fastening Options: GAFGLAS® Ply 4, GAFGLAS® FlexPly'" 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 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"" 6, GAFGLAS® #75 Base Sheet or any
of above base sheets attached to deck with Drill- Tec'T' #12 Fastener, Drill -Tec""
#14 Fastener or Drill -Tec" XHD Fastener and Drill-Tec"d 3" Steel Plate, Drill-
Tec"' AccuTrac® Flat Plate or Drill- Tec'�- AccuTrac® 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 —45 psf, See General, Limitation #7)
GAFGLAS® F1exPly 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 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 Ultime Base Sheets, Ruberoie 20, Ruberoid' Mop 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' #14 Fastener or Drill -Tec"' XHD Fastener
and Drill -TecTm 3" Steel Plate, Drill -Tec"' AccuTrac® 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)
NOA No.: 13- 0424.14
Expiration Date: 11106/14
PPROV Approval Date: 10/31/13
Page 27 of 29
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)
GAFGLAS #75 Base Sheet or any of above base sheets attached to deck with
Drill -Tec"° #12 Fastener, Drill -Tec.' #14 Fastener or Drill-TecT- XHD Fastener
and Drill -Tec"m 3" Steel Plate, Drill -Tecm AccuTrac® Flat Plate or Drill- Tec"''
AccuTrac® 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.
( Maxdmum Design Pressure —75 psf, See General Limitation #7)
Ply Sheet: (Optional except over Ruberoid Mop Smooth, Ruberoid® 20, Ruberoid® SBS
Heat -Weld Smooth or Ruberoid® SBS Heat - Weld° 25) One or more plies
GAFGLAS® Ply 4 or GAFGLAS® FlexPly 6 sheet adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 2040 lbs. /sq. or
Ruberoid® Torch Smooth torch applied according to manufacturer's application
instructions.
Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, RoofMatch'.
APP Modified Granular, Ruberoid® EnergyCap" Torch Granule FR, Ruberoid®
EnergyCap"" Torch Plus FR, or Ruberoid® Torch FR torch applied according to
manufacturer's application instructions.
Or
One or more plies of Ruberoid® SBS Heat - Weld` Plus, Ruberoid® SBS Heat -
Weld Plus FR, Ruberoid® SBS Heat - Weld"' 170 FR, Ruberoid® EnergyCapTM
SBS Heat - Weld's Plus FR, Ruberoid® SBS Heat - Weld° Granule, Ruberoid® SBS
Heat -Weld? Smooth and Ruberoid® SBS Heat - Weld's 25 applied according to
manufacturer's application instructions.
Surfacing: Optional on granular surfaced membranes; required for smooth membranes.
Chosen components must be applied according to manufacturer's application
instructions. All coatings must be listed within a current NOA.
1. Gravel or slag applied at 400 lbs. /sq. and 3001bs. /sq. respectively in a flood coat of approved
asphalt at 60 lbs. /sq.
2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS EnergyCapTm 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.
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 1 to 1.5
gal. /sq.
Maximum Design
Pressure: See Fastening Above
NOA No.: 13- 0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 28 of 29
WOOD DECK SYSTEM UwTATIONS:
1 A slip sheet is required with GAFGLAe Ply 4 and GAFGLAS® F1exPly Tm 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum '/4" DensDeck® Roof Board or 1/z" Type X gypsum board is acceptable to be installed
directly over the wood deck.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
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 121bs. /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 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
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 comer 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.)
S. All attachment and sizing of perimeter hailers, 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 corers). 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
Expiration Elate: 11/06/14
Approval Elate: 10/31/13
Page 29 of 29
Base Sheet: — One ply "Liberty'"' SBS Self - Adhering Base /Ply Sheet" or "Liberty'"" SA Base /Ply Sheet ", self - adhered.
Membrane: — "Ruberold@ Torch FR" or "Ruberoid® SBS Heat Weld Plus FR" or "Ruberoid® SBS Heat Weld 170 FR" or
"Ruberold@ Torch Plus FR ".
64. Deck: C -15/32 Incline: 1/2
Base Sheet: — Two piles Type G2 or "GAFGLAS@ #75 Base Sheet ", or "Ruberold@ 20" or "Ruberold@ 20 HT" or "Ruberold@
Dual Smooth" fully adhered with hot roofing asphalt.
Ply Sheet (Optional): — One or more plies Type GI or Type G2 or "Ruberoid® SBS Heat Weld Smooth."
Membrane: — "Ruberoid® SBS Heat Weld 170 FR" or "Ruberold@ SBS Heat Weld Plus FR" heat fused
65. Deck: NC
Incline: 1/4
Insulation (Optional): — Polylsocya n u rate, wood fiber, glass fiber or perlite mechanically fastened, any combination, any
thickness.
Base Sheet: — One ply "Ruberold@ SA Base /Ply Sheet" self- adhered
Membrane: — One ply "Ruberold@ SA Cap FR" self- adhered
66. Deck: C -15/32 Incline: 1/2
Insulation (Optional): — Any thickness periite, glass fiber, polyisocyanurate, perlite/polyisocyanurate composite,
mechanically fastened or adhered with any UL Classified insulation adhesive.
Barrier Board (Not required when the roof deck Is noncombustible): — Minimum 1 /4 -in. thick Georgia - Pacific Gypsum LLC
"DensDeck @ Roofboard" or "DensDeck Prime@ Roofboard" or "DensDeck DuraGuard"" Roofboard" or United States
Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX -G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) with butt
joints in the barrier board staggered a minimum of 6 -In. from butt joints in plywood roof deck
Base Sheet: — Two plies Type G2 "GAFGLAS #75 Base Sheet" fully adhered with hot roofing asphalt.
Ply Sheet: — Two plies Type G1 "GAFGLAS Ply 6" fully adhered with hot roofing asphalt.
Membrane: — One ply "Ruberoid® EnergyCap"" Dual FR" fully adhered with hot roofing asphalt
67. Deck: C -15/32 Incline: 1/2
Insulation (Optional): — Any thickness perilte or wood fiber or glass fiber or polyisocyanurate mechanically fastened or
adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive.
Barrier Board: — Minimum 1/4-in. thick Georgia - Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime@
Roofboard" or "DensDeck DuraGuard"" Roofboard" or minimum 1 /4 -in. thick Untied States Gypsum Corp. "SECUROCK® Roof
Board" (Type FRX -G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG
Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products
staggered a minimum of 6 -in. from plywood deck joints.
Base Sheet: — One or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or Type G1 or Type
G2 fully adhered with hot roofing asphalt or mechanically fastened
Ply Sheet: — One or more plies "Ruberold@ 20" or "Ruberold@ 20 HT" or "Ruberoid® Dual Smooth" fully adhered with hot
roofing asphalt or mechanically fastened
Membrane: — One ply "Ruberoid® 30" fully adhered with hot roofing asphalt.
Surfacing (Optional): — '"TOPCOAT@ EnergyCote"" Elastomeric Coating" or "TOPCOAT@ MB Plus" applied at a rate of 2-
ga I /100 -ft2.
68. Deck: NC
Incline: 1/2
Primer (Optional): — One application "TOPCOAT@ Surface Seal SB" applied at 1 -gal /100 -ft2 .
Insulation (Optional): — Perilte, fiber glass, polyisocyanurate, urethane or perilte/polylsocyanurate composite.
Base Sheet: — One or more layers "GAF Stratavent@ Eliminator"" Venting Base Sheet (Perforated) " or "GAF Stratavent@
Siminator1r4 Venting Base Sheet (Nallabie) ", Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or Type
G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet ", hot mopped or mechanically
fastened.
Ply Sheet (Optional): — One or more plies Type G1, hot mopped In place.
Membrane: — "Ruberold@ Mop 170 FR" or "Ruberold@ Dual FR" or "Ruberold® Mop FR" or "Ruberold@ EnergyCaprm Mop
FR.
69. Deck: NC
Incline: 1/2
Base Sheet: — One ply of "Ruberold@ Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or
"Ruberoid@ Dual Smooth" fully adhered with "Matrix'"" 101 Premium SBS Membrane Adhesive" applied at a rate of 1-1/2 -
g a I /100 -ft2.
Membrane: — One ply "Ruberold@ Mop 170 FR" or "Ruberold@ Dual FR" or "Ruberoid@ Mop FR" or "Ruberoid@
EnergyCapTm Mop FR fully adhered with "Matrix TM' 101 Premium SBS Membrane Adhesive" applied at a rate of 11/2- gal /100-
ft2.
70. Deck: C -15/32 Incline: 1/2
Insulation (Optional): — Any thickness "EnergyGuard""" or "EnergyGuard`"° RA" or "EnergyGuard"" RIN" or "EnergyGuard""
RH" or "EnergyGuard•" RF" or "EnergyGuard"" Ultra" polylsocyanurate, mechanically fastened or adhered with OMG Inc.
"OlyBond'" Fastening System" or any UL Classified insulation adhesive.
Barrier Board: — Minimum 1/4-in. thick Georgia- Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@
Roofboard" or "DensDeck DuraGuardTm Roofboard" or minimum 1 /4 -in. thick United States Gypsum Corp. "SECUROCK@ Roof
Board" (Type FRX -G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) mechanically fastened) or adhered with OMG
Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the batfHer board products
staggered a minimum of 6 -in. from plywood deck joints.
Base Sheet: — One ply of "Ruberold@ Mop Smooth" or "Ruberold@ Mop Smooth 1.5" or "Ruberoift Mop Smooth Plus" or
"Ruberold@ Dual Smooth" fully adhered with "Matrix"" 101 Premium SBS Membrane Adhesive" applied at a rate of 11/2-