RF-12-1347Miami 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
JOB ADDRESS: / #80 It /O t -5-7"
City: Miami Shores County:
ECE1VE
JUL 19 ft
a
FBC 2010
Permit No. RF 12 -13 L "1
Master Permit No.
ROOFIN
Miami Dade
Zip: .5-W3 g/
Folio/Parcel #:
Is the Building Historically Designated: Yes NO 1/"...- Flood Zone:
OWNER: Name (Fee Simple Titleholder): e7Lc.SE /t B Phone #: b
Address: 1/30 /1, /®e�
City: /11/f./-nI/ SM2 State: / Zip: 3313g
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: Z /9- /`14.) 0 Ale— Phone#: -F& 761/ 1
Address: %O 44- `tJ/' '
City: Ai//7777/ State:
Qualifier Name: b9/4/ a, Z
State Certification or Registration #: C 67>'9C) Certificate of Competency #:
Contact Phone #: Email Address:
DESIGNER: Architect/Engineer: /1/4'
Value of Work for this Permit: $ a ii a Square/Linear Footage of Work: .9
Type of Work: ❑Addition DAlteration °New ae /Reply DDemolition
Description of Work: T.,09-/i.- th / .577 Al , ' 'i k41-7-- ezo .if ✓.o i/1/
Al0,0i, 72 7® t ✓4l
Zip: t1�
Phone #:
Phone #:
Coloithru tile:
******** ** **** ************* *** *** * * **** Fees* *****a:+ x***** ****************** * ********+ ***
Submittal Fee $ 50 . CO Permit Fee $ R ° (-\11 CCF $ CO /CC $
Scanning Fee $ PAID Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ 1
/0„ 7 r)
Bonding>eoxgpay's Npe;f applicable)
Bqnding Company's Address
City State Zip
•
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for FT.FCTRICAL 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.4kso, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection whi occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspect' not be appr ved <, ' a rei «, ' ction fee will be charged.
III //
Signature / 4 4 . , _,
Owner or Agent
The foregoin instrument was acknowledged before me this /3 The foregoing instrument was ackn. - I ged befo - m
day of to j , 20 7 by _ / ' c../ AAA. 0 , day of 20 la, , by AtA II:
who is personally known to me or who has produced trk) wh ersonally known to a or who has produced
O b i As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
Signature a. �� askil
Contractor
Sign:
Print:
My Commission Expires:
a
42Z 0.-_S
AIRY s LOURDES ARMAS
.1 Notary Public - State of Florida
9f o, My Comm. Expires Sep 14, 2012
�For,0.a:•• Commission # DD 822401
APPROVED BY "7-1,0/2 7/ / ' Z ° Plans Examiner
NOTAR
Sign:
Print:
My Co
PUBLIC:
* * * ** * * * **
Structural Review
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
∎1`� --••••
V. CUBILLOS
PV, ,,
;� ,� .Notary Public - State of Florida
,•,� . `_ 4y Comm. Expires Sep 23, 2015
%-r,--w-,41".: Commission # EE 128810
;,q;,;; ,, Bonded Through National Notary Assn.
*, ** * * * * * * **
*e=ar * * * * **
Zoning
Clerk
Miami Shores Vmage
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 Building Department Date: VAP'Vist2--
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name: --riSgE M41 L,6 1
Property Address: 11307 AZ- !170 •'
Roofing Permit Number.
Dear Building Official:
I E.SSF 411/-40062EY certify that I am not required to retrofit the roof to wall connections of my
building because:
die 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
edition of - So FLT rida Building Code (1994 SFBC)
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned.
Swom to and subscribed before me this � day of CL/ 1 6 �—
Print Name
Notary Public, Sate of Florida at Large
• When the just valuation of the stnhcture for propose of ad valorem taxation is equal to or we than
SFBC. Then you must provide a big application from a Genial Conbuctor forthe Roof to Wag
Revised on 5/21/2009
(V@�ato1.0URDES ARMAS
Notary PubNc - State o1 FIorWa
My Comm. Expires Sep 14, 2012
t ; Commission # 00 822401
0a 1994
-41111111, -Tar -C •
CUMULATIVE SUBSTANTIAL IMPROVEMENT,
VERIFICATION WORK SHEET
In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all
improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed
improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished
materials (include those donated), labor (including volunteer and self - performed), construction supervision and
management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is
attached for your reference. (A Copy of the Contract must be attached)
PROPERTY OWNER: rf= /14,V0,6,
PERMIT #
ADDRESS: // 7 46-10.12 5
FOLIO NUMBER: FLOOD ZONE:
BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL:
COST OF PAST IMPROVEMENTS (12 MONTHS):
COST OF PROPOSL7) IMPROVEMENTS: oe Z '
(ATTACH COPY OF CONTRACT)
D co
TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed):
VALUE OF PRINCIPAL CTURE (attach
OWNERS SIGNATURE:
PLANREVIEWER:
PLAN REVIEWER SIGNATURE: DATE:
4/71, 37Y
DATE: / e
Created on June 2009
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.
natty, the following items should be addressed as part of the agreement between the owner ant the
e owner's initial in the designated space indicates that the item has been explained.
Aesthetics-Workmanship: the workmanship provisions of Section R4402 are for the purpose of
that the roof system meets the wind resistance and water instruction performance standards.
thetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues
ch as color or architectural appearance, that are not part of a zoning code, should be addressed as part of
ment between the owner and the contractor.
Remitting wood decks: When replacing roofing, the existing wood roof deck may have to be
in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
ving the existing roof system).
Common roofs: Common roofs are those which have no visible delineation between neighboring
.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or
hould notify the occupants of adjacent units of roofing to be performed.
Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
netration of the underside of the decking may not be acceptable. This provides the option of maintaining the
rance.
Pondlng water. The current roof system and/or deck of the building may not drain well and may
use water to pond (accumulate) in low-lying areas of the root Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
ncy and performance of the new roofing system. Pounding conditions may not be evident until the
fing system is removed. Pounding conditions should be corrected.
Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
oaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge If
rlow scuppers (wail outlets) are not provided. It may be necessary to instal overflow scuppers in
with the requirements of Sections R4402, R4403 and R4413.
endlatlon: Most roof structures should have some ability to vent natural airlow through the
e structure assembly (the buffing itself). The existing amount of attic ventlation shall not be
efical to �onsi er additional venting whictt care result in extending the service life of the
/18/j V
�.�......� 1/11P1 ®z
Contractor Signature Date
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,
Adaltienaliy, the following items should be addressed as part of the agreement between the owner ant the
irontrai or The owner's Initial in the designated space indicates that the item has been explained.
1. '' Aestheticsaloriananship: the workmanship provisions of Section R4402 are for the purpose of
pro g 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
ch as color or architectural appearance, that are not part of a zoning code, should be addressed as part of
t between the owner and the contractor.
Renafling wood decks: When replacing roofing, the existing wood roof deck may have to be
In accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
ing the existing roof system).
Common roofs: Common roofs are those which have no visible delineation between neighboring
.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or
should notify the occupants of adjacent units of roofing to be performed.
Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof deckng can
the viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
netration of the underside of the decking may not be acceptable. This provides the option of maintaining the
arance.
Ponding water. The current roof system and /or deck of the building may not drain well and may
use 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
ancy and performance of the new roofing system. Pounding conditions may not be evident until the
ofing system Is removed. Pounding conditions should be corrected.
8. L. Overflow scuppers (wail outlets): It is required that rainwater flows off so that the roof is not
verloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if
rflow scuppers (wall outlets) are not provided. It may be necessary to Install overflow scuppers in
with the requirements of Sections R4402, R4403 and R4413.
Ventilation: Most roof structures should have some ability to vent natural airflow through the
structure assembly (the building itself). The existing amount of attic ventilation shall not be
be . to • nsi er additional venting which can result In extending the service life of the
} k t' -//1111//
Owner /Agents Signature Dat I P VV Contractor Signature 7Date
Revised on 7/9/2009 LD
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
REC r - #: FT _ 12-13\-n
JUL 19 200 m ,ar-ni Shores Villacl
BY: eO
Florida Building Code Edition 2602 11) P
High-Velocity Hurricane Zone Uniform Pen,* Application-ftam.p T
&MOOD A (Ganger:II infnrrnaltion) 10 C0 M PLIANCE WITH
0 LOLJN I (RULES AND
Master Permit No. aProcess No
Dmxi AnDA4 h& .
Job Address //30 AL 001
contractor's Name
OOF-CATEGORY
'Low Mope 0 Mechanically Fastened Tile 0 Mortar/Adhesive Set Tile
Asphaltic 0 Metal PanellShhigles 0 Wood Shingles/Shakes
Shingles
0 New Roof
0 Prescriptive BUR-RAS 160
ROOF TYPE
'Ili‘eroofing 0 Recovering
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) i.4 Steep Sloped Roof Area (SF)
0 Repair 0 Maintenance
Total (SF) q
?faction B (Rnnf Nan)
Sketch Roof Plan: Illustrate all levels and sectlons, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of
Parapets.
NM NMI 111111111111111111111111.1111111111111111111111
OM MIN 1111111111111111111119111111111111111111011
11111/M=1"1 ""111111111111111111111
MN NMI id 1111111411111111111111111111111
NU NMI 1111111111111111111111111111111111111111111111
MN FIRM 1111111111111111111111111•111111111011
1I11i IIIIIIIIIII1111111111111111111111111111111111111
1111111111111111h11111111111111111111111111111111111111111111111
111111101111 MIN •111111111111111•111111111111111111111111
1111111111111111111111111111111111111
111111111111111111111111.1111110111111111111
i1IIWLVVi___
11211111111111111111 111111111MIIIIIIIMEalig11111
.51111=111211111 11111111111111111111111111111111111111111111111
11111111111111111111NNIIIMIIIIIIII
FLORIDA BUILDING CODE — BUILDING
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Permit Applic adorn F
Surfacing: 4
Section C ow Stoue , , ligation)
FIN in specific roof assembly components
and identify manufacturer
(if a component is not used, identify as "NA ")
System Manufacturer, /7
Product Approval No.:
Design Wind Pressures, From RAS 128 or Calculations:
Pmaxl: 52 Pmax2: 87,3 Pmax3: /3/`
Max. Design Pressure, from the specific Product
Approval system: "7
Deck:
TYPe:
Gauge/Thickness: q X :JO Oft
Slope: l'ui'-r
Anchor/Base Sheet & No. of Ply(s):
Anchor/Base Sheet Fastener/Bonding Ma - ; 1:
Insulation Base Layer.
Base insulation Size and
Base insulation F : __ , , _ nding Material:
Top Insulati
yam:.
Top Ins on Size and Thickness:
T. . naulation Fastener/Bonding Material:
Base shams) & No. of Ply(s) 1 PLY' #76-
S :: -t F.yy� r. Material:
k 1 'Pi iL
Ply Sheet(s) & No. of Piy(s): kJli4
P l y Sheet F a s t e n e r / B o n d i n g M a t e r i a l , ...//�� �
Top Ply: VQhb oiO 110 (11-'
Top Ply Fastener/Bonding Nla )i:��
FLORIDA BUILDING CODE — BUILDING
Fastener Spacing for Anchor/Base Sheet Aitaahment
Field: "oc @ Lap, 5 Rows 2- @ "oc
Perimeter. L." oc @ Lap, 5 Rows74 i " oc
Corner 600.42 Lap, 5 Rows V. @ w " oc
Number of Fasteners Per Insulation Board:
Field Perimeter Comer
INustrate Components Noted and Details as
Applicable:
Woodblocking, Gutter, Fie Termination, Stripping, Flashing,
Continuous Cleat, Cant Strip, Base Rashing, Counter -
Flashing, Coping, Etc.
indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material Thickness, Fastener
Type, Fastener Spacing Of Submft
dt
A(4
61 0
r
1
•
1
•
FT
I-1
Parapet
Mean
Roof
Height
MIAMI
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
MIAMI DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDINQ
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375-2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building
Code and Product Review Committee to be used in Miami Dade County and other areas where allowed
by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product
Control Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade
County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF RUBEROID® Modffied 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 revises NOA No. 07- 1203.01 and consists of pages 1 through 31.
The submitted documentation was reviewed by Jorge L. Acebo.
APPROVED
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08109
Page 1 of 31
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 shaft apply.
Fire Barrier: FireOutTM Fire Barrier Coating, Versa,Shield®Non-Asphaltic Fiberglass -Based
(optional) Underlayment or SecurockTM.
Base sheet GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® Eliminator"(
Nailable, RUBEROIDe Modified Base Sheet, RUBEROID® MOP Smooth,
RUBERQID® 20, RUBEROID® SBS Heat WeIdTM Smooth or RUBEROID® SBS
Heat -Weld 25 base sheet mechanically fastened to deck as described below,
Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 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 --4S psf, See General Lilian #7)
GAFGLAS® Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any
of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15
Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates, 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 - 4Spsf; See General Limitation #7J
GAFGLAS® Flex PIyTM 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 S2S psi; See General Limitation #7)
GAFGLAS® #80 ULTIMA", 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.
(Maxbnu n Design Pressure -60 psf, See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with
Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or
Drill-TecTM AccuTrac Plates, 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.
(MaximwnDesign Pressure - 60psf, See General Limitation #7)
Any of above Base sheets attached to deck approved annular ring shank nails and
3" inverted Drill -TecTM 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 psi; See General Limikaion #7)
n'PRC`JEJ
NOA No.: 09- 0224.01
Expiration Date 11/06/13
Approval Date: 04/08/09
Page 29 of 31
GAFGLAS® #75 Base Sheet or any of above Base sheet; attached to deck with
Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -Teem steel plate or
Drill TecTM AccuTrac Plates, 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 except over RUBEROID® Modified Base Sheet, RUBEROID® MOP
Smooth, RUBEROID® 20, RUBEROID® SBS Heat We1dTM Smooth or
RUBEROID® SBS Heat We1drM) One or more plies GAFGLAS® PLY 4 or •
GAFGLAS® Flex PIyTM 6 sheet adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20-40 lbs./sq. or RUBEROID® Torch
Smooth torch applied according to manufacturer's application instructions.
Membrane: One ply of RUBEROID® Torch Smooth, RUBEROID®Torch Granule, Roof
Match"' APP Torch Granule, RUBEROID® EnergyCapTM Torch Granule FR,
RUBEROID® Torch Plus Granule, RUBEROID® EnergyCaprM Torch Plus FR., or
RUBEROID® Torch FR torch applied according to manufacturer's application
instructions.
Or
One or more plies of RUBEROID® SBS Heat We1dTM PLUS, RUBEROID® SBS
Heat We1dTM PLUS FR, RUBEROID® SBS Heat We1dTM 170 FR, RUBEROID®
EnergyCapTM SBS Heat-Weld", Plus FR, RUBEROID® SBS Heat We1drM,
RUBEROID® SBS Heat WeIdTM Smooth, RUBEROID® ULTRACLAD® SBS
and RUBEROID® SBS Heat We1dTM 25 applied according to manufacturer's
application instructions.
Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top
membrane) Install one of the following.
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. or applied in a flood coat of Leak
BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq.
2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral
Surfaced Capsheet adhered in a full mopping of approved asphalt applied
within the EVT range and at a rate of 20-40 lbs./sq.
3. Leak Busterrm MatrlxTM 303 Premium Fibered Aluminum Roof Coating, at
1.5 gal /sq.
4. Leak Buster"' MalrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT®
MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to
1.5 gal./sq.
5. Leak BusterTM Matrixm 602 MB Xtra Elastomeric Roofing Membrane,
EnergyCote ®roof coating applied at 1 to 1.5 galisq.
6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based
Elastomeric Roofing Membrane applied at Ito 1.5 galfsq
7. Advance Green Technologies Photovoltaic Laminate solar energy collector
auxiliary roof equipment installed in compliance with manufacturer's
specifications and applicable Building Codes.
Maximum Design
Pressure:
See Fastening Above
NOA No.: 09- 0224.01
Expiration Date 11/06/13
Approval Date: 04/08/09
Page 30 of 31
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum % Dens Deck or le 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 lbsfsq., 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 psL
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (I'') 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 designs shall
conform to Roofing Application Standard RAS 111 and applicable wind lard requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced
fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation
is specifically referred within this NOA, General Limitation #7 will not be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9B-72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 094224.01
Expiration Date: 11106/13
Approval Date: 04/08/09
Page 31 of 31
TGFU,R1306 - Roofing Systems
Printers -• "Fire Out" applied at i.gaV100 -ft".
Bane sheet — one ply Type G2 "CAMAS *75 Baser sheet ", or 'Tn -Pin 4'75 Sees Sheet", mechanrcaiy fastened.
Membrane; —"Ruberold Torch Granules" cr "Rebecca Torch Granule 1" or "Ruberoid Torch Granule Ph,a' or "Roberdd Torch FR" heat
fi,isad.
Peke IA o, °4.$
50, Dada C -15/32 Iatrsihtat 1/2
primer: — "Piro Out" applied at l- gat /100 -fr2.
Base Ghaerb -- One ply Type 62 "(SAFGLAS *75 Rase Shear, or "Tri+Pty *75 Base Sheaf ", meehantcgity fastened.
Pty Shoot (Optie n 1)s -- One ply Type G1 or Type G2, mechanically fastened.
Membrane; -- "Ruberold Torch Granule "or "Ruoerold Torch Granule 1 "or "Ruberoid Torch Granule Plus "or "Ruberoid Torch FR" heat
fused.
51. Deck: NC Indite; 1/2
Insulation (Optional); Mtn 1/2 M. wood fiber, mechanically fee;sned.
Sitp Sheet (Optionsl)t — 1 ply'StormSafe" mechanically fastened.
Base het — One ply "Liberty SBS self-Adhering Base/Ply Sheet" or "Ruberold SA Base/Ply Shed" self adhered.
nfembrarne — One ply "Ruberold $BS Heat Weld 170 PR° or "Ruby, old 30 *" or rRuborold EntryyCap SOS 30 f41' or "Rube:old 56$
Heat Weld Plus FR" heat fused.
52. Pelt: c- 15/32 :stellate: 1/2
1r ulatIon (Optimal): Any tiL aaas1Fed, any th'cknoss, mechanically fastened,
Barrier Board: — minimum 1 /2 -in. thick ilY060 rt board or mialmum //4-in. thick G -P Gypsum Corp "OensDack ® Roofboard" or
"Dens:ack Prime Roofboerd" or "DeneDeek DeraGuard '" Roofboard" mechanically flattened.
Oboe Sanest; .— one ply "Liberty SOS Self - Adhering Case/Ply Sheaf" or "Ruberoid SA Bade/Ply Sheer self adhered.
Membrane; — One ply "Ruberold SOS Heat Weld 170 FR' or "Ruberold 30 FR" or "Ruberoid SnergyCap SUS 20 PR" or "Rubarotd 565
Halt Weld Plan PR" heat fused.
S3. Deck: NC inks 1
PrImsn — 'Fire Our apps at 1- 9111/100•fta.
Baste Ghost (OptIonri)t — One ply "LlbortY PIA Rase Sheet", mechanically fattened.
Pty Sheet: — One ply Liberty SOS SeihAdharIe5 Baste/Pty Sheet" or "Ruherold SA 6aae/PIy Sheet" sail adhered
Cep altaarr e- Ono ply "Liberty PR SBS Ss+fAdbering PR Cao Sheaf° or "Ruberold SA Cap FR sneer sett adhered.
54. Decks C- 1.5/32 Indite* 1/2
Printer: — "FMe Out" applied at 1- gal /z00 -142.
Slip sheet (Optional); -- 1 ply "StormSafe" mechanically fastened.
Base Sheet (Optional): — Ona ply "Liberty Me Sawa Shaer, rr.ec.ienteatiy fastened.
pip Shetats -- One ply "Liberty $5S Salkadhering Base/Ply Sheet' or "Ruberoid SA Base /Pty Sheet" self adhered.
Cap Sheet; •- One ply "liberty PR 550 Self - tethering PR Cita She6C" or "Ruben old SA Cap FR Sheet" self adhered.
55. Decks IVC Incliner 1
Ipeol*tion (Options* — Perilbs, fiber gloss, pofyitocyanurete, urethane or partit: /popove venerate composite, offset 6 -in. from
plate.
Owe Sheets — One or more piles Type G2 "GAP GI. *75 Base Sheet", or "Tri -PIy 075 ease Short ", or Type 63 "OlAle6lAS Mineral
Surfaced Cap Sheet", er'Td -PIy Mineral Surfaced Cep Shoat ", hot mopped or mechanically fastened.
Ply Ghost (Optional); -- One or more pliaa Type Cat, hot mopped In place.
Membrane: — One ply "Rubereld Torah Smooth` or "Ruberold Mop Smooth ".
Membrane: -- One ply "Rubeeoid Map FR ".
56. Recto* NC
Incline: 1
In suletlern (Opttatlal)t Petyiaocyanurate, wood Ober, pante, glass fiber, aoy thickness, hot mopped or mechanically fastened
Bose Shout; One or more Ohm Type 02 "6PFGLAS 075 Base Sheet -, ear "Trl -Ply 075 Base Shed", mechanically fasteaned.
Ply Sheet t — One or more plies "Ruberoid 20 ", hot mopped to ptm.
Membranes —• One ply "Ruberoid 555 He ,L a PR" or ", het welded in place.
57. Deeds: C -15/32
Inclines 1/2
Bass Gluten — Two er more piles Type 03 "GAPCLAS 075 Base Sheet" or "rig-Ply 075 Base Snead ", moehankally fastened.
Menebr lies — One ply "Ruberoid 505 Heat Weld Pius FR" or "Ruberotd 3B9 Heat Weld 170 FR" beet welted in place.