RF-11-141Inspection Number: INSP- 155317 Permit Number: RF -1 -11 -141
Scheduled Inspection Date: February 08, 2011
Inspector: Bruhn, Norman
Owner: GLUECK, MARKUS & JENNIFER
Job Address: 94 NW 97 Street
Miami Shores, FL 33150-
Project: <NONE>
Contractor: DALEY ROOFING INC
Building Department Comments
RE ROOF FLAT SECTION
Pass //
Failed
Correction
Needed
Re- Inspection
Fee
February 07, 2011
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspector Comments
For Inspections please call: (305)762 -4949
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
e oL luill."1°° Phone Number ()_
Parcel Number 1131010330370
Phone: (305)754 -9892
Page 11 of 18
Signature
State of Florida
.ounty of Dade:
RE: Permit* ti l �� / l
1,,, S1 P
Seete4Vagge
De sema t
10050 NE 2 Ave
Miami Shores, FI 33138
Phone 305- 795 - 2204; Fax 305- 756 -8972
vw
INSPECTION AFFIDAVIT
, licensed as a (
DATE: 34
/ Engineer / Architect,
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane
Mitigation Retrofit Manual (Based on 553.844 F.S)
3wom to and subscribed before me this day of c;26uF}t.%
4otary Public, Sate of Florida at Large 03/06/20
_ ' ARYPI/Bt/C
General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. t ::///1://i1:14:181! ticaA.
1clude nhotnnranhs of P.arh nlant of the rnn a
f with nrmit it one' 7ririrnc c f nlnnrh, e.hn...., w....f...i t
(Print name and circle License Type) FS 468 Building Inspector
License #: c 67/
On or about l // , I did personally inspect the roof deck nailing and/or
(Date & time)
secondary water barrier work at 'j4 6 11 .^) N4 (4411A- I vl2 ) ` o 33/S
the undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above
xoperty mentioned.
BUILDING
PERMIT APPLICATION
FBC 20
Permit Type: BUILDING ROOFING
Owner's Name (Fee Simple Titleholder) St.i•JP%-11 12- f7'6Gk. Phone #
Owner's Address 6 14 11 i
City (A'Yyt I ,S1+04-ES State Zip 331 SO
Tenant/Lessee Name
Email
Job Address (where the work is being done)
City Miami Shores Village County Miami -Dade
FOLIO / PARCEL # I I _ 3/ / — 4 33 c'3'70
Is Building Historically Designated YES NO
Contractor's Company Name ,1 4°1CH rl 3€i I NL.
Contractor's Address i g KE 1 81, '5
City 1\1 (PrrY1 •H State
Qualifier Name N Ie L D U E
State Certificate or Registration No. a 0 -C 6
Contact Phone
75/4 c71 J
Value of Work For this Permit $ Do 0 . OC
Submittal Fee $ Permit Fee $
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
614 kAAJ 0) -7 5i
E -mail
Architect /Engineer's Name (if applicable) Phone #
Type of Work: ['Addition ❑Alteration ['New Repair/Replace ['Demolition
Describe Work: R.6° i. 1-1.4 .StZ�7o�
a) Lems ve A x 1 r -n hboin () ( CA-i w. i J 9 •
1 R 1,1 0 Sent- Gor Lt`T. l 1`1S rn -u.. i L k) I` u -
******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ** ** * * * * * * * * * * * * * * * * * * * * * * * * * **
6' a
CCF $ CO /CC $
Master Permit No.
Phone #
Permit No.
Zip x 8
Phone #
Certificate of Competency No.
Zip Sb
Square / Linear Footage Of Work: 550
Notary $ Training /Education Fee $ Technology Fee $
Scanning $ Radon $ DPBR $ Bond $
Double Fee $ Violation date:
Structural Review. $ Total Fee Now Due $
v
IANZ ?011
�
11-14i
Flood Zone
Phone # S• rj 6 4. g 8M 2
See Reverse side --->
Bonding Company's Name (if applicable)
Bonding Company's Address
City State / Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Owner or Agent
Contractor
ilk
this 11 The foregoing instrument was acknowledged before me this 3
, day of 5AMuA@ , 20 1 , by 'J A rk -
ersonally kn wn to me or who has produced I > who isefsanally cu o` me or who has produced
-2. z,o1 identification and who did take an oat l Q, as identification and who did take an oath.
The for9 instrument was a
VU �
day of L,&J , 0 1 1 , by
(Revised 07 /10 /07)(Revised 06/10/2009)
owledgee' be
c Acrl:
CL V v n�J� 1 � b,
Plans Examiner
Engineer
Signature
Sign:
Print:
aA
NOTARY PUBLIC:
Print: `5.,+ \����� r � ... Ve "00,,� '
My Commission Expires: s My Commission Expires: \Q , � } Q�s e
APPROVED BY 9 IF of ,0\\ nmg
IIIII
Clerk checked
STATE OF FLORIDA, COUNTY OF DADE
I HERE@YCERTIFY that this is is NO copy of the
day of
Sed
AD
Circuit and
NOTICE OF COMMENCEMEN1 r
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. /
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided In this Notice of Commencement.
1. Legal description of property and street/address: q4 AAA) 6 11 S
MiArNli Ste, 1st)
2. Description of improvement: rt • tip u4 r F P.ND T► lE CEVA 12
3. Owner(s) name and address: I✓IV N t C LUE- '. MA) 6 17 41" WA
Interest in property:
Name and address of fee simple titleholder.
4. Contractor's name, address and phone number.
D t 2D:340Jc? I,4G
rig AC s t M g Frn i 6004 , (cL' 3 J 14
5. Surety: (Payment bond required by owner from contractor, if any)
Name, address and phone number
Amount of bond $
6. Lender's name and address:
7. Persons within the State of Florida designated Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida Statutes,
Name, address and phone number.
8. in addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section
713.13(1)(b), Florida Statutes.
Name, address and phone number:
9. Expiration date of this Notice of Commencement
(the expiration date is 1 year from the date of recording unless a different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING T1MCE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signature(s) of Owner(s) or Owner(s)' Authorized Officer /Director/Partner/Manager i �� ,�,n, is / � ����� �� •
Prepared By Prepared By * D �'° ' - r
Print Name Print Name JZ! I V
/eta I
Title/Office Title/Office
STATE OF FLORIDA
COUNTY OF M I -DADE
i t I w -nt C , ; . Led • before me this I 1 day of
By .211 :>11 ,... lr
la Individually, or v as ! 11T1
DI Personally known, or Z'
i
for ° 'INinI'S_.rITT�1`ZF�'E�I� i �6'Q
produced the following type of identific -+ ,n. nigt�rillekjg MVICUMM
Signature of Notary Public: i . ATO 1 1
Print Name: ■ %VIllla!I UL IA
(SEAL)
VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES
Under penalties of perjury, I declare that I have read the foregoing and
that the facts stated in It are true, to the best of my knowledge and belief.
Signature(s)
BY
12301 -02 PAGE 310/10
�Owner(s) or • er(s)'s A rU d Office /Director/Partner/Manager who signed above:
��-- By
crew I - vt_ 6 LU�Zk.
TAX FOLIO NO.J/ 3 /O// 033 0371
I
11111111111111111111111111111 1111111111111111
CFN 2011R0072827
OR Bk 27573 F's 3031; (1Ps )
RECORDED 02/02 /2011 11:32:25
HARVEY RUVINe CLERK OF COURT
MIAMI -DADE COUHTYr FLORIDA
LAST PAGE
Space above reserved for use of recording office
1
. . Y t pq ygl>aA
NOW. Claudia • 7 a
Hsu - sue i � , SEEP 23, 2011
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
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name: J1.11
416nature
Revised on 5/21/2009
Property Address: q /tom q7 ¶ i N
Roofing Permit Number:
Dear Building Official:
1 '�
'� certify that I am not required to retrofit the roof to wall connections
building because: ns of my
S rhe just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof taxation. p oof of ad
o 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)
Print Name
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.
Sworn to and subscribed before me this -Cr day uN of 5 � 47---° 1 1
\\ //
�
.:" 31 b
Notary Public, Sate of Florida at Large c ‘‘ w In t?! ' . i
Miami Shores Viiiage
Building Department
10050 N. E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Date: //
-St to m PI , am
61 fife
•
When the just valuation of the structure for purpose of ad valorem �cadati l to
v`� ,000 .00, and the budding was not constructed with FBC nor a 1994
SFBC. Then you must provide a budding application from a Gen nt
eral �R' o
� r fa �; 4 Hurricane Mit&jatlon.
eJanWo
•
ROOF ASSEMBUES AND ROOFTOP STRUCTURES,
0 New Roof
Florida Building Code Edition 2004
• 111.4 y Hurricane Zone UMfbmi FennoApp>ieadon Form.
ROOF CATEGORY
lops 0 Mechanically Fastened Tile ' 9 MortarAdhesIve •
0 Asphaltic 0 Metal PaneVVShingles Q Wood Shingles/SFr
Shingles
0 Prescripllve BUR -RAS 150
ROOF TYPE
4 J Reroofing 0 Recovering
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) cO Steep Sloped Roof Area (SF) 7 Total
Section. B (Roof Plan) ..
Sketch Roof Plan: Illustrate all levels and sections, ref drains, scuppers, overflow scuppers and overflow drains.
Include dimenslons of sections and levels, clearly identify dimensions of elevated pressure zones and location of
rimmiu nimma
0 Mate
biEEW1M
JAN 27 ?011
f L l -ivl
0
cc
z
z
a
w
0
J
FLORIDA BUILDING CODE -- BUILDING I
a
2
8
• c
U <
1-
v; ;r,
1.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3.
Design Calculations per Chapter 18, or If App RAS 127 or RAS
128
4.
Other Component of Product Approval
5.
Municipal Permit Application'
8.
Owners NotMcation for Roofing Con sideralions (Reroofing Only)
7.
•
Any Required Roof TestingiCidculation Documentation
Roof System . ..
-
Required Sections et the
Permit ApplIcatfon Form
Attachments Required
See List Below
Low Slope Application
A,B,C
1,2,3.4•5$5,7
Prescriptive BUR-RAS 150
A,B,C
4,5,8,7
Asphaltic Shingles
. A,B,D
1,2,4,5,8,7
Concrete or Clay Tile
A,B . .
1st3s456,7
Metal Roofs
AAP
1 1 2 , 3 , 4 ,5,617
Wood Shingles and Shakes
- A,B,D
1,2,4,5,8,7
Other
As APPlissigs
1 y 2 :3415,6,7 •
SECTION 1625 •
HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
Florida Building Code Edition 2004
High-VelocRy Hurricane Zone Uniform Parrett Application Form,
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS.AS NOTEI BELOW:
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
ATTACHMENTS REQUIRED:
FLORIDA BUILDING CODE — BUILDING
15.31
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.
Aesthetics Workmanship: the workmanship provisions of Section R4402 are for the purpose of
pro iding 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 agreement between the owner and the contractor.
2. V Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be
re ailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to re r ving the existing roof system).
3. 1 Common roofs: Common roofs are those which have no visible delineation between neighboring
9 9
un (i.e., r 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. fil Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
be / 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
ap. t :nce.
5. I Ponding water. The current roof system and/or deck of the building may not drain well and may
cau 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
origi . roofing system is removed. Pounding conditions should be corrected.
6. � 1 Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
ove /aded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if
ove ow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
a h . nce with the requirements of Sections R4402, R4403 and R4413.
7. 1 Ventilation: Most roof structures should have some ability to vent natural airflow through the
inte r 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
f.
Revised on 7/9/2009 W
Oz/// D t /i3/ //
Contractor Signature Date
Sion C (Low Slope Applicatlonl
Fill in specific roof assembly components '
and identify manufacturer
of a component is not used, identify as "NA")
System Manufacturer : �!
Product Approval No.: 03-1103, o )
Design Wind Pressures, From RAS 128 or Calculations:
Pmaxl • Pmax2: Ti 3 Pmax3: 1
Max. Design Pressure, from the tiflo Product
Approval system: T► ��
Deck:
Type: 4 ) (#
Gauge/Thickness: 3 210 Li ft
Slope: tri,Wf
Anchor/Base Sheet & No. of Piy(s):
Anchor/Base Sheet Fastener/Bonding Mate
insulation Base Layer:
Base insulation Size and Th
Base insulation Fasts - /Bonding Material:
Top insulation
Florida Building Code Edition 2004
High- VeIocIty Hurricane Zone Uniform Pmt Application Form.
Yer
Top lnsul n Size and Thickness:
Top fatten Fastener/Bonding Material:
Base Sheets) & No. of Ply(s): 1 PL1
Ply Sheet(s) & No. of Ply(s): tJJ A-
Ply Sheet Fastener/Bonding Material: •3 I
Top Ply: PA) MAO I D '9'VLF r�
Top Ply Fastener/Bonding Material:
FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Surfacing: 11'
Fastener Spacing for Anchor/Base Sheet Attachment
Field: " oo @ Lap, # Rows @ q" oc
Perimeter: "oo Bi Lap, # Rows 0 ip " o0
Comer: 1.a " oc 0 Lap, # Rows 0 (" 00
Number of Fasteners Per insulation Board:
Field Perimeter Comer
Mustrate Components Noted and Details as
Applicable:
Woodblocking, Gutter, Edge Termination, Stripping, Flashing,
Continuous Cleat, Cant Strip, Base Flashing, Counter-
Rattling, Wig; Etc:
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material Thlctmess, Fastener
Type, Fastener Spacing or Submit
Mean
Roof
Height
15.33
Roof System Manufacturer: .
Notice of Acceptance Number:
Minimum Design Wind Pressures, if Applicable (From RAS 127 or
tion :
P1: P2: • P3:
Maximum Design Pressure
(From the Product Approval Spedific System):
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Roof Slope:
• 12
Ridge Ventilation?
Steep Stoned Roof System Descrl,pttlon
Deck Type:
Type Underlayment
Insulation:
Mean Roof Height
Fire Barrier:
Fastener Type & Spacing:
Adhesive Type:
Type Cap Sheet
Roof Covering:
Type & Size Drip
Edge:
15.34
Florida Building Code Edition 2004
High Velocity Hurricane Zone Uniform Permit Apron Form:
Section D. (Steep Sloped Roof System)
r
FLORIDA BUILDS CODE -- BUILDING
MIAMbDADE
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 BUILDIN¢
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 RIIBEROID 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 revises NOA No. 07- 1203.01 and consists of pages 1 through 31.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
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 shall apply.
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield Asphaltic Fiberglass -Based
(optional) Underlayment or SecurockTM.
Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT Eliminatorh
Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth,
RUBEROID 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS
Heat -Weld 25 base sheet mechanically fastened to deck as described below•,
Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex P1yTM 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 Limitation #
GAFGLAS Ply 4, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any
of above Base sheets attached to deck with Drill-Teen' #12 standard, #14 or # 15
Screws and 3" Drill-TecTM steel plate or Drill-Teem 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 — 45psf, See General Lim&ation #7)
GAFGLAS Flex P1yTM 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 — 525 psi, See General Limitation #M
GAFGLAS #80 ULTIMATM, RUBEROID 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 pot; See General Limga<ion #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill-Teen' #12 standard, #14 or # 15 Screws and 3" Drill-Teem 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.
(Maximum Design Pressure — 60psf; See General Limon #7)
Any of above Base sheets attached to deck approved annular ring shank nails and
3" inverted Drill -Teen' 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.: 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 sheets attached to deck with
Drill -TecT( #12 standard, #14 or # 15 Screws and 3" Drill -TecTM 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 HeatWeldTM) 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 lbssq. or RUBEROID Torch
Smooth torch applied according to manufacturer's application instructions.
Membrane: One ply of RUBEROID Torch Smooth, RUBEROID Torch Granule, Roof
MatchTM APP Torch Granule, RUBEROID EnergyCapTM Torch Granule FR,
RUBEROID ® Torch Plus Granule, RUBEROID EnergyCapTM Torch Plus FR, or
RUBEROID Torch FR torch applied according to manufacturer's application
instructions.
Maximum Design
Pressure:
Or
One or more plies of RUBEROID SBS Heat- We1dTM PLUS, RUBEROID SBS
Heat- We1dTM PLUS FR, RUBEROID SBS Heat WeIdTM 170 FR, RUBEROID
EnergyCapTM SBS Heat- We1dTM Plus FR, RUBEROID SBS Heat- WeldT
RUBEROID SBS Heat- We1dTM Smooth, RUBEROID ULTRACLAD SBS
and RUBEROID SBS Heat-WeIdTM 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 lbssq. and 300 lbs./sq. respectively in a flood
coat of approved asphalt at 60 lbssq. 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- 40lbs.sq.
3. Leak BusterTM Matrix"( 303 Premium Fibered Aluminum Roof Coating, at
1.5 gal./sq.
4. Leak Buster"( MatrixTM 715, Leak Buster" Matrix"( 322, TOPCOAT
MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to
1.5 gal./sq.
5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane,
EnergyCote roof coating applied at 1 to 1.5 gal./sq.
6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based
Elastomeric Roofing Membrane applied at Ito 1.5 gaL /sq
7. Advance Green Technologies Photovoltaic Laminate solar energy collector
auxiliary roof equipment installed in compliance with manufacturer's
specifications and applicable Building Codes.
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 'A" Dens Deck or W' 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 IbsJsq., 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 Ibs.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 Ibf. 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 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 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.: 09-0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 31 of 31
TGFU,R1306 - Roofing Systems
Primers — "Fire Our applied at 1- gat1100 ft'.
Base Sheet — Dee ply Type G2 "GAFGI.A,S *75 Base Sheet ", or'Tri -Ply *75 Base Shear, mediae:eaI1y fastened.
Membrane; — "Reber* id Torch Granule" cr'Ruberi d Torch Granule 1" or "Ruberoid Torch Granule Pies' or "Reberoid porch PR" heat
fused.
50. Delis C -15/32 Inclines 1/2
Primer: -- "Piro Out° applied at 1- gal /100•fr
Basel — One ply Type G2 "GAFGLAS *75 Base Shy, or "Trf -Ply ,p75 Base Sheaf °, mechanically hastened.
Ply Sheet (OPtiena1)s — One ply Type GI or Type G2, mechanically fastened.
Me nbrarer -- 'Rebore-id Torch Gr ansde er "Runermtd Torah Granule i "or °Ruberoid Torch Granule Pierer °Ruberoid Torch Fr heat
fused
31. Deck: NC 1nclhie: 1/2
Insulation (Optiamai); Min 1/2 in. wood fiber, mechanically fastened.
Slip Sheet (Optional)! — 1 Sly "$tormSafe" mechanically fastened.
Base its — One ply °Liberty US Self-Adhering Base/Ply Sheet" or "Ruberoid SA B e1P€y Sheet" self adhered.
Membrane: — One ply "Ruberokl SOS Heat Weld 170 PR" or "Ruberoki 30 Mot `Ruberold BnergyCap SOS 30 FR' or "Rube:told SOS
Hest Weld Plus FR" heat fused.
52. Deck: c -15/33 Inaalines 1/2
Insulation (Opttlaaal)r -- - Any (11 Classified, any decencies, mechanically fastened.
Barrier Board: — minimum 1 /2 -In. tf►ICk gyps4m board or minimum 1/4 -1n. thick G-P Gypsum Corp "Dencoedc ® RooRJOard" or
"DensDeck Primes Roo/hoard' or "Oensnack DuraGuard '" teofboard" mechanically fastened.
Base Sheet — One ply "Liberty SBS Self- +Mh+ring Baee/PIy Sheer" or "Ruberosd SA Base/Ply Shy" GY adhered.
Membranes — One ply "Ruberoid 585 Meat Weld 170 FR' or "Reherotd 30 FR" or "Ruberoid SnergyCap SSS 30 Pe' or "Ruberofd SBS
Heat Weld Pius PR" heat fussed.
43. Deck: NC Intones 1
Printer: — 'Fire Out' applied at 1- ga€/1Q0 -ft
Besse Sheet (Optional)* -- One ply liberty MA Sass Sheer, mechanically fattened.
Ply ti — One ply "Dotty S$5 Self - Adhering Base/Ply Sheaf" or "Ruberold SA 8ase/Piy Sheet' sell adhered
Cap Sheer. — One ply "Liberty FR SOS Serif-Adhering FR Cae Sheet° or "(tubercle SA Cap FR Sneer" self adhered.
54. Decks C-15/32 Inclines 1/2
Primers — 'Fire Our applied at 1 -gai /100 -ft=.
:dip sheet (t7pelore 3): — 1 ply "Stori»Safe" mechanically fastened.
Base Sheet (OptIornai)l — Gne ply "Liberty MA Base Sheet", r..eci+ankaflp fastened.
Ply SBhileti — One ply "liberty SOS Sele adhering Base/Ply Sheet" or "Ruberoid SA Ease/Ply Sheet" self adhered.
Cap Sheet: — One ply "Liberty FR 58S 50-Adhering FR Cap Sheet" or *Reberoki SA Cap PR Sheet° self adhered.
55. Decks NC Inclines 1
56. Decks NC
Insulation (Optional): — Perlite, fiber glass, polytsocyseurate, urethane or pert to /potylsocyanurate composite, offset 6 -in. from
joints.
ease Sheets — One or more plies Type G2 "GAPG AS *76 Base Sheet', or "Tri -Ply *75 8aoe Sheet', or Type 03'GAFGLAS Mineral
Surfaced Cap Sheer, or `Tri -Ply Mineral Surfaced Cep Sheer, hat mapped or rnechankally fastened.
Ply Sheet ( Optional): — One or more piles Type C t, hot mopped in piece.
Membranes — One ply "Ruberoid Torch Smooth' er "Ruberoid Mop Smooth ".
Membrane: -- One ply "Rubel/id pop FR ".
Incliner 1
Insulation ( Optional): — Paiyisoryanurate, wand fiber, peritte, glass Ober, any tbkknaas, hat mopped or mechanically fastened
Base Sheets — One or more piiea Type 02 'GA GLPS *75 Base Sheet`, or "Tri -Ply *75 Ogee Sheer, meehankafy faataned.
Ply Sheet t — One or more plies "Rebe aid 20 ". hot mopped in place
Membrane: m- One ply 'Ruheratd S13,514 t e us FR' or Mu d heat welded al place.
57. Deck: C -15/32 Inclines 1/2
Base Sheet: — Two or mare plies Type 02 "GAFCLAS *75 Base Sheet' er "Tri -Ply *75 Base Sheer, mechanleally fattened.
Membrane: — One ply "Ruberad SOS Heat Weld Plus FR" ar'Ruberoid SOS Heat Weld 170 FR° heat welded in place.
PA)'e 14 05'48
r