RF-14-1100BUILDING
PERMIT APPLICATION
Miami Shores Village -F
TV�
Building Department MAY 30 2014
10050 N.E.2nd Avenue, Miami Shores, Florida 33138'
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 201 0
Master Permit No. 00
Sub Permit No.
❑BUILDING ❑ ELECTRIC 14ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
p� CONTRACTOR DRAWINGS
JOB ADDRESS: l It Si IU E G A V -Q
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Q40 -6e C CA. I�I�QY P I� r d L<Phone#: SOS— K9
Address: -E L1 A v -P_
y—
City: � ICA W I 5 10 f -e S i— State: L zip: 3 31 3 �'
Tenant/Lessee Name: Phone#:
Email:6 e k, n I �o C l2 bo- IIsoLA:TL �ne- l y
CONTRACTOR: Company Name:
Address: 3,3q q 61 W,
City:
Quail
u
err
State Certification or Registration #:
3®5 n511-019/
Zip: 33 Oa rl
Phone#: 3j05 rl51—oIgl.
Certificate of Competency #: 0686 00002
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ & 30c Square/Linear Fo tage of Work: Y9 .5 Q e
Type of Work: ❑ Addition ❑ Alteration El epai Re lace ❑Demolition
Description of Work:
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $ " Il Fee $
Technology Fee
Structural Reviews
(Revised02/24/2014)
Training/Education Fee $
-ec. ep,n
CCF $ CO/CC $,:
DBPR $ Notary $
Double Fee $
Bond $ n r�
TOTAL FEE NOW DUE $ (��� (�
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
day of1-1177r0',
xA/0 20 /l� . by
1
-11 7 %0.
as
identification and who did take an oath.
Signature
_I a 90)6��
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of 120 by
who is aHy-krrew.n-to
me or who has produced as
I
identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Structural Review Clerk
(Revised02/24/2014)
�.:
w •• ! `
IT
i■FiAlll�t■1�i���i�i■i)Eti��A�tit�r���t�t���il�77��-,.r f�A[� ,►;1'i'lAtrll�lEi1!■Iri>YI■
[�►�7111lrt■1��ll�Yti��X�■C1Y�1�iYi■■Yf�1��i�������'��fi�'i!C[<tIC'�tl�-------E-*noun
----------- —_
ut111='OF/'rCir111IIIr'G Ffi''I 1 oil
ti
lrmA61nam"a MUNN1fi><<I1Ri�11•■ll�liV
r■+;!■_.ilAwAr rmxmxr,�>rr�!�_rrr�i
wamn
r;w,!Ii; N--1.
OWNER'S NOTIFICATION FORM
SECTION 1524
HIGH VELOCITY HURRICANE ZONE—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15
of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing
system installations. Additionally, the following items should be addressed as part of the agreement between the
owner and the contractor. The owner's initials in the designed space indicates that the item has been explained.
VQ1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for
the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards.
Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color
or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between
the owner and the contractor.
NJ2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be. renailed in
accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code.
(The roof deck is usually concealed prior to removing the existing roof system).
W3. Common 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 and adjacent units of roofing work to be performed.
K4. Exposed ceilings: 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 penetrations of the
underside of the decking may not be acceptable. The owner provides the option of maintaining its appearance.
E& 5. Ponding water. The current roof system and/or deck of the building may not drain well and may cause
water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may
require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of
the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding
conditions should be corrected.
. I
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from
a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall
outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of
Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
® 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the
structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced.
Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate the attic venting,
shall not be required.
7 M-N&OF,111-RONK MIMM11 k
r
![��
Property Address:
MIAMNDiADE)
MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES WM) 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. 00000
ease
ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, P18rift and f ollovfed
by the expiration date may be displayed in advertising literature. If any portion of the MAVVdisplaybd, Hien
it shall be done in its entirety. 0:::: e •
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufact> tt 4 its distifbArs
and shall be available for inspection at the job site at the request of the Building Official. 0 : 0 0 : ::090:0
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. •
APPROVED
see
as a
9090
0009
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 1 of 29
q ' I
ROOFING SYSTEM APPROVAL
Catesory
Roofing
Sub-Cateeorv:
Modified Bitumen
Material:
APP/SBS
Deck Type:
Wood
Maximum Desi¢n
Pressure: -75 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Product
Product
Dimensions
Specification
Description
Matrix` 102 SBS
5 gallons
ASTM D3019
Fiber reinforced rubberized cold -applied
Membrane Adhesive
adhesive for modified bitumen roof
systems.
GAFGLAS® #75
39.37"
ASTM D4601
Type H asphalt impregnated and coated
Base Sheet
(1 meter) Wide
glass mat base sheet.
GAFGLAS® #80 Ultima7
39.37"
ASTM D4601
Type II asphalt impregnated and coated,
Base Sheet
(1 meter) Wide
fiberglass base sheet.
GAFGLAS® FlexPly 6
39.37"
ASTM D2178
Type VI asphalt impregnated glass felt
(1 meter) Wide
with asphalt coating.
GAFGLAS® Ply 4
39.37"
ASTM D2178
Type IV asphalt impregnated glass felt
(1 meter) Wide
with asphalt coating.
GAFGLAS® Mineral
39.37"
ASTM D3909
Asphalt coated, glass fiber mat cap sheet
Surfaced Cap Sheet
(1 meter) Wide
surfaced with mineral granules.
GAFGLAS® EnergyCap"m
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 EnergyCote"
GAFGLAS® Stratavene
39.37"
ASTM D4897
Fiberglass base sheet coated on both sides
Eliminator'm Perforated
(1 meter) Wide
with asphalt. Surfaced on the bottom side
Venting Base Sheet
with mineral granules embedded in
asphaltic coating with factory
perforations.
GAFGLAS® Stratavene
39.37"
ASTM D4897
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
embedded in asphaltic coating.
Ruberoie SBS
39.37"
ASTM D6164
Non -woven polyester mat coated with" •.
Heat-Weld'm Smooth
(1 meter) Wide
polymer -modified asph&moi smoog • •
Ruberoid® SBS
39.37"
ASTM D6164
•
surfaced. ....•• •••••�
Non -woven polyester matcaated with •
Heat -Weld's Granule
(1 meter) Wide
polymer -modified asphak and surfkaed
with mineral granules. • • • • • 0 0 .
RoofMatch�
107 sq. ft.
ASTM D6164
Non -woven polyesterlW6:ated v
SBS Modified Granular
(9.9 m2)
•; •
SBS polymer-modifie fas�halt and
surfaced with coloredmigersl granules.
Ruberoie SBS
39.37"
ASTM D6164
Non -woven polyester mat joated v; i&4,e
Heat -Weld 170 FR
(1 meter) Wide
retardant polymer-modifi@dhsphalt aped• •
surfaced with mineral granules.00•
00
NOA No.: 13-0424.14
CUkMMIAMPM
naoe CO,
Expiration Date: 11/06/14
• •
Approval Date: 10/31/13
Paae 2 of 29
0000..
0000..
0000..
0000.
0000.
0000..
000000
00000.
.4
Membrane Type: SBS/SBS Cold Applied
Deck Type 1:
Wood, Non -insulated
Deck Description:
19/32" 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"' Fire Barrier Coating, VersaShiele 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® 20, Ruberoid® SBS Heat -Weld" Smooth
or Ruberoid® SBS Heat -Weld's 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® F1exPly"' 6, 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-Tec3" Steel Plate, Drill -
Tec'" AccuTrac® Flat Plate or Drill-TecAccuTrace 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 Ultima"' Base Sheet, Ruberoid® 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"'fastener •
and Drill -Tec"' 3" Steel Plate, Drill -Tec"' AccuTraceFlatPlate W -M Tec"' as 00
AccuTrace Recessed Plate installed 12" o.c. in 4 rows. One row Wi4he 2" side
lap. The other rows are equally spaced approximately 9" o.c. in %s field of tg�. •.;
sheet. 666966
• • 0000••
(Maximum Design Pressure —60 psf, See General Limitation #6/1 06 •
Any of above base sheets attached to deck approved annular ring shh9nails and
3" inverted Drill -Tec"' insulation plates at a fastener spacing of f " oo at the:["
lap staggered in two rows 9" in the field. • 6 • 6 • • •
(Maximum Design Pressure —60 psf, See General Limitation #7) 0000
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 25 of 29
0000..
•
••••s•
• 0
••••••
•0000
0
00000•
•
•
.0.0.0
•
.k I
GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with
Drill-TecT" #12 Fastener, Drill -Tec' #14 Fastener or Drill -Tec." XHD Fastener
and Drill -Tec" 3" Steel Plate, Drill -Tec"" AccuTrace Flat Plate or Drill-TecT
AccuTrae 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® #80 Ultima Base Sheet, Ruberoid® Mop Smooth or Ruberoid® 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, Ruberoid®
Mop Granule, RoofMatch7 SBS Modified Granular, Ruberoid® Mop Plus Granule,
Ruberoid® 20, Ruberoie 30, Ruberoie EnergyCap- 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,
RoofMatcO SBS Modified Granular, Ruberoid® Mop 170 FR, Ruberoid® Mop
Plus Granule, Ruberoie 20, Ruberoid® 30, Ruberoie EnergyCap-30 FR SBS
Membrane, Ruberoid® 30 FR or Ruberoid® Mop FR adhered in MatrixTm 102 SBS
Membrane Adhesive at an application rate of 1-2 gal./sq.
Surfacing: Optional on granular surfaced membranes; required for smooth membranes.
Chosen components must be applied according to manufacturer's application
instructions. All coatings must be listed within a current NOA.
1. Gravel or slag applied at 4001bs./sq. and 3001bs./sq. respectively in a flood coat of approved
asphalt at 601bs./sq.
2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap m BUR Mineral
Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT
range and at a rate of 20-401bs./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:
APPROVED
See Fastening above
0000
. 0
.
0000
0000..
•
000000
. .
.. ..
0000..
0000..
•
0900
000000
0000
..
0000.
0000..
.09
0000.
0000..
006000
.00.00
•
•
0000..
.
0000..
•
0000..
•
NOA No.: 13-0 ifi 4
Expiration Date:
11/06/14
Approval Date:
10/31/13
Pace 26 of 29
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPly TM 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum 1/4" DensDecV Roof Board or '/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 fl 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 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 design4...
shall conform to Roofing Application Standard RAS 111 and applicable wind load regairements►. 0 0
9. The maximum designed pressure limitation listed shall be applicable to all roof prat re zone%(i.e.
field, perimeters, and comers). Neither rational analysis, nor extrapolation shall bbIft tted for • • •
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers ani corners). •
(When this limitation is specifically referred within this NOA, General LimitQon #7 will not :
be applicable.) ...... •
10. All products listed herein shall have a quality assurance audit in accordance withlb Fj8rida .000000
Building Code and Rule 9N-3 of the Florida Administrative Code. .. .: 0
END OF THIS ACCEPTANCE•' :...:.
*0
NbA Mo.:13-0424:14
=IUMUNIMIJ
nA®E COUNTY Expiration Date: liM6/14
Approval Date: 10/31/13
Page 29 of 29
0000..
0000..
0 0
000000
0 .
0 0 0
0000.
0000.0
.
00000.
0000..
0
` TGFU.R1306 -Roofing Systems
Class A - FbUV Aftered
1. Dells: NC Xndh es 1/2
TnsubMan (OpsevieW — one or more layers perlite or wood ober or gam ftp' or potyis4cyanurete or urethem or
pserllte/payisocranirwe Composite or Pfflo urethaft compos" or wand fter/poty»evem-aft owe or phend
Base Sheat (Optlena* — One or more piles Type Gl or Type 62 or Type G3.
Membranes — One or mos TOMW (Smooth or Geamft) or "Rum Torch GMM" Pkw or of
No" (SmooM or Granula) or "Rte' Mop Phis Grorluhi' (granule).
surfaelnp: -- Gravel, 4W-lW sm-tt2, [oma td or appftd In a flood cos# of hot roofing esoM&
2. Deep NG
Ind &= 1/2
Base Sleet (Opthun ): — One or more plies Type G1 or Type G2 or Type G3.
Nend u=um — One or more Plies 440eralft Torchm (Smooth or Granule) or "Rubercide Tomb Granule Plus" or
Mop" (Smooth or Granule) or'Rubwv M Mop Plus Granule".
CanUnpa — 'Karnak No. 97- applied at 1% to 3-gal4iQO-ft2.
3. Dodo NC
TndhM 1/4
insulation (Optional): — One or more layers pe rlite, wood fiber, glass fiber, any thtcfale m
ease Sheet (OptlanaW. — One or more plies Type 31 or Type 62 or Type G3.
Mem6ranea — One or more piies'Ruberoide Torch" (Smooth or Granule) or "W MOM Torch Granule Pius" or
or "Ruberotd® Mop plus Granule".
Ceatlnlp — "Karnak M. 970 applied at 1% to 3-gey1004t1.
4. Decks C-15/32
Tndhtm 1/2
UwWWon: — one or more leyers pito, gfm fiber, lmlYlsocyanurate, use, pw ylsocyanuraft compoDte,
oa... 0 , phenolic, IV -in. minimum Ndtmw (butt Iolnes staggered a minimum of 641L /bum MWOOd am om john
Base Sheen — One ort more pMmType G2 or ,Typo G3.
Ply Sheet (dpOnnal)= — One or more pis Type G1.
Membranes — One or more plies "RutieroW® Torch" (Smooth or Granule) or "Ruberoide Tomb Granule Phis" or'Rube
Mop' (Smooth or Granule) or'Ruberoide Mop Plus Granule.'
SurfacbW —"Karnak No. 97" appfled at t'A to 3-galjlsl0-0.
S. Dere NC
TndiM 1/2
Base Sheet (Optanal)e — One or more pig Type GI or Type 62 or Type G3.
Mande ser — one or more plies "Rubero" Torn' (Smooth or Granule) or'Ruberoide Torch Granule pars.'
Surfacing (npfdonat)s — Kamult "No. 97" or "169' applied at i fn 3 gaf/lW t2 or Gnnady ind. '20 F Emrdsion"
& Dede C-15/32
7htdinet 1/2
inaulatloaa — one or more layers perlitle, glass fiber, *qn. minimum, poiylsogwwrate, urethane, pergte/pol
parlitalurethane compote. M -4n. mirgmum.
Biose Sheet (Optleft — One or more {dies Type G1 or Type G2 or Type G3.
urea — One or more plies Torssh' (Smooth or Granule) or "RWmrbM Torch Granule lis"
Mop' (Smooth or Granule) or lkuberold* trop Plus Granule.'
surfaldflgr — Gravel.
7. Dedo C-15/32
Insrulattim (OpUons jC — one or more lagers periite, wood f36er, bass fWeG pWMKyUMwaM UMUMha, ,.`. • /0*1
composifa, perflterluuetharre composite. wow thM100, /anur,lte Comp.
BUD sham — Two or more on" Type C2 or Type 63.
Pitt Sheet (gyp — One or mare plies Type G1. . .
Medshraeea — One ormove pffes ' RuberolM TwW (Smooth or Granule) or "RubmvhW Torch Granule Pk s Or "Rea
Mop" (Smeeth or GVWRft) or "Ruberoid® Mop F%m Granule.' • • •
SlDfacing. —'Karnak No. 97" applied at m tor3taf7iOf e err gram . • . • ..
6006••
MC irAh4-
0000
„ • •
••••
Tn9ulatieril -- one or mom foyers pew, glias fey -Win. nununum pniy6socyanssrrme, urs�rue, pert
pedtWtnet tene compute, lib in. n**num, , , , , � 00 4
Base Shot (Opltlmml)i — One or mt. /ieSTvve Gi WT-VasM or Two f33_
rtan►brarlQr - onto or � piles '4tv i'wcb' (s�rui � c�arw�a) w; � Torca e�r0►� '� -RuoPa
Mop' (smooth or Granule) or 9tuber oklO-MovMis Gmaule.', . , , , • •
Sums — Grundy -AL M8 Ahrndman ionit aathrgapiplleti nt i to Z�gai aOAA. • • i
so 0
h1t>n//riwtrulule�+ nl rnrr,lroi.3r.nlxv'STtrPn�a.Cwt�![� iRFii�'/� F�? q nA7:7ra+t,.....r,....� 1+..,.tn.........—'r
Page I oft
nm l li cknws.
Come -
Mop Granule
at 3-gaI/i8042.
n. M, .,i.
•
rtc oorlsr�te,.....
6666
•
6666••
6666 • •
•
•• AC MOO ^A1r►
,TPIF U.R1306 - Roofing Systems Page 2 -of 2
9. Deeirt C-15/32 lm:H e: 112
IesuladW (010120na1}: — fate or more asyers fi r glass titter, U -4n. mintmum. polylsocyanwatp, ani - -
urethane
,
��via
tare, peratte/ campostte, phenolic, ifs In. mintmrrm. .
SWO Sheets — one or more plies Type G2'GAFGI.ASO #75 ease Sheet", or "rrf #75 Base, i _I* rr *vHy -
-
'
fastencd M t _
Ply Shaft — One Or "We piles Type GS %AFMAS® Ply 4" oOTri-P 4'
h� Phi 'GAFGI.AS®.Pfy hat trroppi�d ht
Metrrbrarte: — "Rubw*kl 1.!".170 FR" or fid® Dual FWor "Ruberoid@ Mop 6R" or "Rubraid®fiftyCap�' FR."r
S>hfadttg — (Optlona): "GAF FibO+ed AlturlhluPtiW applied at IYzj l 1W4l.2 or °GAF Welilw•f " p 3-
gaf/1004t .
Insubdm (OpItional)a — Peralta, ffer glass, p*Wxywwaft, uredwm or peritte/pelyisocyanurift compooft
Same Shaft -- One or more layers Type G2 "GAFGLASO #75 Base Sheet or" Trt "#75 Base Sheet" or.. %" G3 IN yjQr3tjC& mtaera)
Cap Sheer" or "'rri-My® Wneral Surfaced Cap Sheet' ' rta>pped ohmcafly fast• s .
Pit $beat (Optic l)z — One or more pig Type Gtr hot . in pie, ; '
Meer arae: — "Ruberofft Mop 170 FR" or "Ruberald® Dual FR" br "RuberJlop FR' or 6w�gyCap1" 1 top FR."
0
m}lig••s..•{�•vv<OM?.NY:."M4e.W.NMM.�e(ffiSp;rA�iwYWF-.
ai
•
77
7 x�re : - •• ••
goes** • • . •
•eco• .
yyye+wsanrr"e.� ''•¢•� ova:• • . • • • • • • • • • • •
000000 • •
• • • 0.0000
•0 • 0000 0 •
•
• • •
itfttt•J%Aatst}tasr"»1 r•»m/nm 1+i.+iY`TtiJtn�'ns►1.ai�S7lY'GYT�1L`D�AAAi.4.1.......+......7.a.»to........a— r t"ornnin
>t
0
m}lig••s..•{�•vv<OM?.NY:."M4e.W.NMM.�e(ffiSp;rA�iwYWF-.
ai
•
77
7 x�re : - •• ••
goes** • • . •
•eco• .
yyye+wsanrr"e.� ''•¢•� ova:• • . • • • • • • • • • • •
000000 • •
• • • 0.0000
•0 • 0000 0 •
•
• • •
itfttt•J%Aatst}tasr"»1 r•»m/nm 1+i.+iY`TtiJtn�'ns►1.ai�S7lY'GYT�1L`D�AAAi.4.1.......+......7.a.»to........a— r t"ornnin