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RF-12-1966Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 180272 Permit Number: RF -10 -12 -1966
Scheduled Inspection Date: November 08, 2012
Inspector: Bruhn, Norman
Owner: LILLY, STUART
Job Address: 9800 NE 13 Avenue
Miami Shores, FL
Project: <NONE>
Contractor: ISAACS ROOFING & INSULATION CORP
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number
Parcel Number 1132050090280
Phone: (305)234 -5234
Building Department Comments
RE ROOF FLAT TO FLAT
Infractio Passed Comments
INSPECTOR COMMENTS
False
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
November 08, 2012
For Inspections please call: (305)762 -4949
Page 7 of 19
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit No.
MMCMETY-1,,,
ilE OCT ? 3 2 2 �!a
F C20to
Master Permit No.
Permit Type: BUILDING ROOFING
JOB ADDRESS: Boo .
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel #:
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): .-11.) A'—1 L e Li Phone #:
61Sa® 0.4Z. S -
City: d i .4w i Stvora.oc S . State: -PI ° Zip:
Tenant/Lessee Name: Phone #:
Email:
Address:
CONTRACTOR: Company Name: T.4 A %. --P---cre A I Phone#: 3es S. Z3 4• St-3 Y
Address: 1-1-2-2-5 f l2�-S . a� -rsi c -
City: /r /'Arrs it• `` State: FI Zip: ,S3 /S�
Qualifier Name: At 4,13 ez, eJ'L'ret- L L Phone #: 30S • 23� - $'Z 3 y
State Certification or Registration #: CC-C-1 3 2S-SS C' Certificate of Competency #:
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ 6° Square/Linear Footage of Work: 'IOC > cD
Type of Work: Addition DAlteration l]New air/Replace Demolition
Description of Work: W, e '"'® ®C' `" i -r® -PLAT.
Color thru tile:
*************************************** ********** * * * * * * * * * * * * * * * * * * * * * ** * * * * * * **
27
Submittal Fee $ Permit Fee $ CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ 04 LA
sit
Bond�mg Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State TIP
Application ion is hereby made to obtain a permit to do the work and installations as indicate. 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 juduliction. 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 AF`FIDAVIT: 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 attacionent. Also a certified copy of the recorded nonce 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 app and a r y fee will be changed
Owner or Agent
The foregoing was C416111—
w e (fo l tb 1_
day of ,20 by
who is ,: a .,1; i y known to me or who has produced
L As identification and who did take an oath.
a * **********+*****************s*
Plans Examiner
Signature
Contractor
The foregoingyinatrament was acknowledged before me this' 1
day of O T , 2041 by r `%I
who is personally known to me or who has produced
as identification and who did take an oath.
NOT P C:
APPROVED BY
Zoning
Structural Review Clerk
(Revised 3/12/2012 )(Revised 07/1 06110t3009) Revised 3/15/09)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building went
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name:
Property Address:
Roofing Permit Number
Dear Building Official:
certify that 1 am not required to retrofit the roof to wall connections of my
building tie:
•f The just valuation for the structure for purpose of
❑ The building was cohst acted in compliance with
ad valorem taxafton iss than $300,000,00. Please attach proof of ad
'i a , 1 P ,..' •
the provisions of the Fiorida Booing Code (Ft) or wlh the p ovisrons
of 1994 edition of the South Florida B Ming Code (1994 SFBC)
Signature
Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that heashe is the owner for the above property mentioned.
Sworn to and subscribed before me this day of
Notary Public, Sate of Florida at Large
• When the justoohed:en of theendure rorimpose of ad vin tante is equal to or mom than MOM and We bulking was notes FBC nor a 1994
SFBC. Then pee min pie a bating appficdon from a Genial Contactor tor the Roof to Welcoreucion Hur acne ion.
Reused on S12112009
Property Information:
Folio
11- 3205 - 009 -0280
Property Address
9800 NE 13 AVE
Owner Name(s)
STUART LILLY &W JANET
Mailing Address
9800 NE 13 AVE
MIAMI SHORES FL
33138 -2504
Primary Zone
1400 SGL FAMILY - 3001 -3250 SQ
Use Code
0001 RESIDENTIAL - SINGLE FAMILY
Beds /Baths /Half
4/4/0
Floors
1
Living Units
1
Adj. Sq. Footage
3,639
Lot Size
12,371.50 SQ FT
Year Built
1963
Legal Description
5 53 42
EARLETON SHORES PB 43 -80
LOT 18 & E1/2 LOT 17 BLK 2
LOT SIZE IRREGULAR
OR 18638 -1160 051999 1
OR 18638 -1160 0599 00
Assessment. inforlrnation>
Current Previous
Year
2012
2011
Land Value
$214,948
$179,124
Building Value
$338,195
$340,203
Market Value
$553,143
$519,327
Assessed Value
$494,026
$479,637
Exemption Information:
Current Previous
Year
2012
2011
Homestead
$25,000
$25,000
2nd Homestead
$25,000
$25,000
Senior
$0
$0
Veteran Disability ''
$0
Civilian Disability
$0
$0
Widow(er)
$0
$o
Disclaimer:
MIAMI -DADE COUNTY
OFFICE OF THE PROPERTY APPRAISER
PROPERTY SEARCH SUMMARY REPORT
Honorable Pedro J. Garcia
Property Appraiser
Aerial Photography 2012
le Val
Current
Previous
Year
2012
2011
Exemption/Taxable
Exemption/Taxable
County
$50,000 / $444,026
$50,000 / $429,637
School Board
$25,000 / $469,026
$25,000 / $454,637
City
$50,000 / $444,026
$50,000 / $429,637
Regional
$50,000 / $444,026
$50,000 / $429,637
Sale
Amount
Recording
Book -Page
Qualification Code
5/1999
$435,000
18638 -1160
Sales which are qualified
8/1993
$218,300
16076 -4468
Sales which are qualified
4/1987
$225,000
13242 -1874
Sales which are qualified
6/1981
$215,000
11125 -2010
Sales which are qualified
The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property Information
and GIS positional accuracy. No warranties, expressed or Implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or Its
interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record.
The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or Inaccuracies in the information provided regardless of the
cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any Information provided herein. See Miami -Dade County full
disclaimer and User Agreement at http:// www. miamidade .gov/info /disclaimer.asp.
Property information inquiries, comments, and suggestions email: pawebmail@miamidade.gov
GIS Inquiries, comments, and suggestions email: gls @miamidade.gov
Generated on: Thursday, October 18, 2012
RE: Permit #
1 P\\(fl &flZc
(Print name and circle License Type)
License #:
On or about
Miami Shores Village
Building Department
INSPECTION AFFIDAVIT
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
DATE: I I I O I a0 G
2— licensed as a (n) Contractor / Engineer / Architect,
Ci20,1•1(3,s
FS 468 Building Inspector
, I did personally inspect the roof deck nailing and
Secondary water barrier work at (Da C0 ) P \t-e c 1 fJY `t
(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)
Signature
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this da ofckwly1� acp,-
Notary Public, Sate of Florida at Large Q�C�YI � r,./C/r1Ar
NOTARY PUBLIC - STATE OF FLORIDA
RCina Pint)
BL Commission # EE092375
< >° Expires; MAY 10 201
*General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Inclufa 6titi pinneR# r with
permit # and address # clearly shown marked on the deck for each inspection
Revised on 5/21/2009
1
1
Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
Parcel Number
Applicant
9800 NE 13 Avenue
Miami Shores, FL
1132050090280
Block: Lot:
STUART LILLY
Owner Information
Address
Phone
Cell
STUART LILLY
9800 NE 13 AVE
MIAMI SHORES FL 33138 -2504
Contractor(s) Phone Cell Phone
ISAACS ROOFING & INSULATION COI (305)234 -5234 (786)277 -9756
Type of Work: Re Roof
Additional Info: FLAT ROOF
Classification: Residential
Scanning: 3
Valuation:
Total Sq Feet:
$ 5,000.00
700
1
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee - New Roof
Scanning Fee
Technology Fee
Total:
Amount
$3.00
$3.75
$3.75
$1.00
$250.00
$9.00
$4.00
$274.50
Pay Date Pay Type
Invoice # RF -10 -12 -45682
10/18/2012 Credit Card
10/24/2012 Credit Card
Amt Paid Amt Due
$ 50.00 $ 224.50
$ 224.50 $ 0.00
Available Inspections:
Inspection Type:
Tin Cap
Final Roof
Roof in Progress
Renailing Affidavit
Review Roof
Applicant Copy
For Inspections, Call (305) 762 -4949 or Log on at https : / /bldg.miamishoresvillage.com /cap /.
Requests must be received by 3 pm for following day inspections.
NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT
the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES.
October 24, 2012 2
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED 014THE JIM SITE AT TIME OF MST INSPECTION
PERMIT NO.RF1 2-rFtanfAX FOLIO NO,
STATE OF FLORIDA:
COUNTY OF MIAMI-DADE:
1 I I I I I I 1 I I I 1 I I I I 1 I I I 1 1 1 1 1 1 1 1 1 1 I I I I I 1111 1 1 1 1
CFN 2012R0751!54-2
OR Bk 28322 P9 370?; (lps)
RECORDED 10/22/2012 10003418
HARVEY RUVIWP CLERK OF COURT
HIANI—DADE COM-11Yr FLORIDA
LAST PAGE
STATE OF Fi *MA, COUNTY
1 HEREBY CE PRY that Ellis
original fled in tI 's on
THE UNDERSIGNED hereby gives notice that improvements will be made too:Agfa
property, and in accordance with Chapter 713, Fiords Statutes, the following
is provided In this Notice of Commencement By
1. Legal description of property and Alr let/address:
44,1:5
2. Description of improvement Z-Z.
h
1
GAELS
py den
,AD2.0
Id and Official Sid.
OLE fro'
AlLt
Space ahem reserved far use of reconfing office
-fret .4-1.
3. Owner(s) name and address: S-r.../ egax
Interest in property:
Narne and address of fee simple titleholder:
4. Contractor's name, address and phone number: .a..SetLec.--5,
S. 'Zb
5. Surety: (Payment bond required by owner from contractor, If any)
Name, address and phone number
Amount of bond $
5. Lender's name and address:
7,. Persons within the Stale of Florida designated by 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:
S. In additiOn to himseff, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section
713.13(1)(b), Florkla Statutes.
Name, address and phone number
9. Expiration date of this Notice of Commencement
(the a:plastron dale is 1 yes from tree date or recording wren s datol-oot oare Is sped/led)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE BTIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 711 PART I, SECTION 713.12. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENaMENT MUST BE RECORDED AND POSTED ON THE .10B SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN NG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RE-CORDING YOUR NOTICE OF C
atureis) er/Director/Partner/Manager
ared By • Prepared By
Print Name Print Name
Title/Office Title/Office
STATE OF FLORIDA
COUNTY OF MIAMI-DADE
kistmlu tr knowtedged befam me this
The f
PY
U Indmdually, ar L1 as
0 Personally known, or 0 produced the following type of id
•
TL d y ofttOf el(
for
Signature of Notary Pubfic:
Print Name:
(SEAL)
MEliffaCATIMLELOMMLIQJHEMDE2.5221114181PAErigl=
Under penalties of perjury, 1 declare that I have read the foregoing and
t the facts stated in it are true, to best of rny knowledge and belie.
nature(s) of Own • -s),, • - ed Officer/Director/Partner/Ma
11111111WN
WA
333 3' 42 PAM 3 3+33
By
Notary Public State of Florida
Daniel Perez
My Commission :1E123821
gigkeit OW21/2015
Section A/B
"Delivering Excellence Every Day"
Master Permit No:
Contractor's Name:
Job Address:
Miami -Dade County Building & Neighborhood Compliance De art ent
HVHZ Electronic Roof Permit Fo`1 ��,
Li �Z iI
Section A (General Information)
Process No:
Isaacs Roofing
Low Slope
of
❑ Asphaltic Shingles
• Sprayed Polyurethane Foam
❑ New Roof
Roof Category
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
• Other:
BY:..
❑ Mortar /Adhesive Set Tile
❑ Wood Shingles /Shakes
Roof Type
Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance
Are there Gas Vent Stacks located on the roof? ❑ Yes ® No If yes, what type? ❑ Natural ❑ LPGX
Low slope roof area (ft.2)
600
Roof System Information
Steep Sloped area (ft.2)
Section B (Roof Plan)
Total (ft.2)
700
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
dimensions of - -ctions and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
(a'): Corner Size (a' x a'):
Miami Shores Village
APPROVED BY DATE
ZONING DEPT
BLDG DEPT
SUBJECT TO COMPUANCE WMTH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
ra
Section C
MIAMI
•
"Delivering Excellence Every Day"
Miami -Dade County Building & Neighborhood Compliance Department
HVHZ Electronic Roof Permit Form
Section C page (Low Slope Roof Systems)
Fill in the specific roof assembly components. if a component is not required, insert not applicable (n/a) in the text box.
Top Ply:
ROOF SYSTEM MANUFACTURER:
Product Approval (NOA):
09- 0224.01
System Type:
Wind Uplift Pressures, From RAS 128 or Sealed Calculations:
(P1) Field:
42.8
(P2) Perimeters:
(P3) Comers:
psf
108
psf
psf
Maximum Design Pressure From NOA:
Roof Slope:
Parapet Walls: 0 No
1/8
Deck Type:
Support Spacing:
Altemate Deck Type:
Existing Roof:
" : 12 Roof Mean Height:
0
psf
10
Yes Parapet wall Height:
" o/c
ft.
n/a
Fire Barrier:
n/a
Vapor Barrier:
Anchor Sheet:
75#
Anchor Sheet Fastener / Bonding Material:
11 1/4" Ring shank nails & tin caps
Insulation Base Layer Size & Thickness:
1 n/a
Insulation Base Layer Fastener / Bonding Material:
n/a
Insulation Top Layer Size & Thickness:
n/a
Insulation Top Layer Fastener / Bonding Material:
Base Sheet(s) & No. of Ply(s):
Na
Base Sheet Fastener / Bonding Material:
nia
Ply Sheet(s) & No. of Ply(s):
LRuberoid 20
PIy Sheet Fastener / Bonding Material:
Hot asphalt
ft.
1170 FR
Top Ply Fastening / Bonding Material:
hot asphalt
Surfacing:
SINGLE PLY MEMBRANE:
Single Ply Manufacturer / Type:
Single PIy Sheet Width:
" 1/2 Sheet Width:
No. of Single PIy 1/2 sheets:
Single Ply Membrane Fastening / Bonding Material:
IT
17
FASTENER SPACING FOR BASESHEET ATTACHMENT
0 SINGLE PLY MEMBRANE ATTACHMENT
1. Field: " o/c © Laps &
2. Perimeter: ! • " o/c @ Laps &
r--
3. Comer: " o/c @ Laps & rows
rows
rows
"o /c
" o/c
" o/c
NUMBER OF FASTENERS PER INSULATION BOARD:
1. Field: 2. Perimeter: 3. Comer El
Insulation Fastener Type :
WOOD NAILER TYPE AND SIZE:
rile
......................:.....................................................: ...............................
Wood Nailer Fastener Type and Spacing:
n/a
EDGE & COPING METAL SIZES:
Edge Metal Material:
Edge Size:
- Galvanized Metal-
-3" face 26 ga.-
Hook Strip Size:
Edge Metal Attachment:
n/a:
Coping Material:
Coping Size:
Hook Strip S'
Li
SELECT COPING METAL SIZE OR THICKNESS -
�
ze:
SELECT PARAPET WALL COPING MATERIAL --
— SELECT COPING METAL HOOK STRIP SIZE -
Parapet Coping Metal Attachment:
Joh
Section C2
"Delivering Excellence Every Day"
Miami -Dade County Building & Neighborhood Compliance Department
HVHZ Electronic Roof Permit Form
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base
Flashing, Counterflashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material
Thickness, Fastener Type, Fastener Spacing
Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 15 HVHZ, FBC.
Ruberoid 20
75##
I3 "x3" Drip edge
10'
file: / / /Cl/ Documents %20and %20Settings / sky /Desktop /roof%20permit%20forms /Section %20C2d.htm9 /5/2007 7:18:20 AM
MIA MMADE
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 BUILDING
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® 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: 11106/13
Approval Date: 04/08/09
Page 1 of 31
ROOFING SYSTEM APPROVAL
Roofing
Modified Bitumen
SBS /APP
Wood
-75 psf
Category:
Sub - Category:
Material:
Deck Type:
Maximum Design Pressure
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
Leak BusterTM Matrix TM
307 Premium Asphalt
Primer
GAF Mineral Shield®
Granules
Leak BusterTM MatrixTM
305 Fibered Asphalt
Emulsion
Leak BusterTM MatrixTM 303
Premium Fibered Aluminum
Roof Coating
LeakBusterTM MatrixTM 322
Elastomeric Roof Coating
LeakBusterTM MatrixTM 306
LeakBusterTM MatrixTM 204
Wet/Dry Roof Cement
GAFGLAS® #75
Base Sheet
GAFGLAS® #80
ULTIMATM Base Sheet
GAFGLAS® Flex P1yTM 6
GAFGLAS® Ply 4
GAFGLAS® Mineral
Surfaced Cap Sheet
Dimensions
5, 55 gallons
60 Ib. Bags
100 ib. bags
5 gallons
1, 5 gallons
55 gallons
55 gallons
1, 5 gallons
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39,37" (1 meter)
Wide
Test
Specification
ASTM D41
ASTM D1863
ASTM D1227
Product
Descriution
Asphalt concrete primer used to promote
adhesion of asphalt in built -up roofing.
Granules for surfacing of exposed asphalt,
cold process cement or emulsion. GAF
Mineral Shield® Granules shall be used
for flashing applications only.
Surface coating for smooth surfaced roofs.
ASTM D 2824 Fibered aluminum coating.
ASTM D3019
ASTM D3409
ASTM D4586
ASTM D3409
ASTM D4601
ASTM D4601
ASTM D2178
ASTM D2178
ASTM D3909
Elastomeric roof coating.
Asphalt emulsion fibered.
Refined asphalt blended with a mineral
stabilizer and fibers. Permits adhesion to
wet and dry surfaces.
Type II Asphalt impregnated and coated
glass mat base sheet.
Type II Asphalt impregnated and coated,
fiberglass base sheet
Type VI asphalt impregnated glass felt
with asphalt coating.
Type IV asphalt impregnated glass felt
with asphalt coating.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 2 of 31
Product
GAFGLAS® EnergyCapTM
Mineral Surfaced Cap Sheet
GAFGLAS® EnergyCapTM
BUR Mineral Surface Cap
Sheet
GAFGLAS®
STRATAVENT®
EliminatorTM Perforated
GAFGLAS® Flashing
GAFGLAS®
STRATAVENT®
EliminatorTM Perforated
Nailable
RUBEROID® SBS
Heat- We1dTM Smooth
RUBEROID® SBS
Heat- WeIdTM Granule
Roof MatchTM
SBS Mop Granule
RUBEROID® SBS
Heat- We1dTM 170 FR
RUBEROID® SBS
Heat- WetdTM PLUS
RUBEROID® SBS
Heat- We1dT"" PLUS FR
RUBEROID®EnergyCap
SBS Heat We1dTM PLUS FR
RUBEROID® Modified
Base Sheet
RUBERO1D SBS
Heat- We1dTM 25
Dimensions
39.37" (1 meter)
Wide
39.37" (1 meter)
wide
39.37" (1 meter)
Wide
various
39.37" (1 meter)
Wide
1 meter (39.37")
wide
1 meter (39.37 ")
wide
107 sq. ft.
(9.9 m2)
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
39.37" (1 meter)
Wide
1 meter (39.37 ")
wide
Test
Specification
ASTM D3909
ASTM D3909
EnergystarTM
Title 24
Compliant
ASTM D3672
ASTM D4897
ASTM D3672
ASTM D4897
ASTM D6164
ASTM D6164
ASTM D6222
ASTM D5147
ASTM D6164
ASTM D6164
ASTM D6164
ASTM D6164
ASTM D4601,
Type I1, UL Type
G2 BUR
ASTM D6164
Product
Description
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules with
factory applied layer of TOPCOAT®
EnergyCoteTM.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules with
factory applied EnergyCoteTM
Fiberglass base sheet coated on both sides
with asphalt. Surfaced on the bottom side
with mineral granules embedded in
asphaltic coating with factory
perforations.
Asphalt coated glass fiber mat flashing
sheet available in three sizes.
Fiberglass base sheet coated on both sides
with asphalt. Surfaced on the bottom side
with mineral granules embedded in
asphaltic coating.
Non -Woven Polyester mat coated with
polymer - modified asphalt and smooth
surfaced.
Non -Woven Polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with colored mineral granules.
Non -Woven Polyester mat coated with
fire retardant polymer modified asphalt
and surfaced with mineral granules.
Non -Woven Polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules.
Non -Woven Polyester mat coated with
fire retardant polymer modified asphalt
and surfaced with mineral granules.
A fiberglass mat reinforced, SBS modified
bitumen cap membrane.
Premium glass fiber reinforced SBS -
modified base sheet
Non -Woven Polyester mat coated with
polymer - modified asphalt and smooth
surfaced.
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 3 of 31
Product
RUBERO— M Granule
RUBEROID® MOP Smooth
RUBEROID® MOP PLUS
RUBEROID® MOP 170FR
RUBEROID® MOP FR
RUBEROID® TORCH
Smooth
RUBEROID® TORCH
Granule
RUBEROID®EnergyCap
Torch Granule FR
Roof MatchTM
APP Torch Granule
RUBEROID® TORCH
PLUS
RUBEROID® TORCH FR
RUBEROID®170FR
TORCH
RUBEROID® EnergyCap
SBS Heat Weld Plus FR
RUBEROID®20
RUBEROID® 30
Dimensions
39.37" (1 meter)
Wide
1 sq. roll
87 lbs.
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
1 meter (39.37 ")
wide
107 sq. ft.
(9.9 m2)
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
1 meter (39.37 ")
wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
Test
Specification
ASTM D6222
ASTM D5147
ASTM D6298
ASTM D5I47
ASTM D6164
ASTM D5147
ASTM D6164
ASTM D5147
ASTM D6164
ASTM D5147
ASTM D6222
ASTM D5147
ASTM D6222
ASTM D5147
ASTM D6222
ASTM D5147
ASTM D6222
ASTM D5147
ASTM D6222
ASTM D5147
ASTM D6222
ASTM D5147
ASTM D6222
ASTM D5147
ASTM D6163
ASTM D5147
ASTM D6163
ASTM D5147
ASTM D6163
ASTM D5147
Product
Description
Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules.
Non -woven polyester mat coated with
polymer - modified asphalt and smooth
surfaced.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with mineral granules.
Non -Woven polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, smooth
surface.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, granule
surface.
A fiberglass mat reinforced, SBS modified
bitumen cap membrane.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced
with colored mineral granules.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, granule
surface
Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified
bitumen membrane, granule surface.
Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified
bitumen membrane, granule surface.
A fiberglass mat reinforced, SBS modified
bitumen cap membrane.
SBS modified asphalt base sheet reinforce
with a glass fiber mat.
Non woven fiberglass mat coated with
polymer modified asphalt and surfaced
with mineral granules.
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 4 of 31
Product
RUBEROID® ■0 FR
RUBEROIDe EnergyCap
SBS 30 FR
RUBERO1®
ULTRACLAD® SBS
RUBEROID® Dual FR
Vent Stacks
(metal and plastic)
GAF Built -Up Roofing
Asphalt
RUBEROID® MOD Asphalt
Asphalt L & Asphalt P
TOPCOAT®
Surface Seal SB
LEAK BUSTERTM
MatrixTM 715 MB
EIastomeric Roofing
Membrane
EnergyCoteTM Coating
VersaShield®
TOPCOAT® FireShield®
MB
Leak BusterTM MatrixTM
531 WeatherCoteTM
Elastomeric Flashing Grade
LeakBusterTM MatrixTM 201
Premium SBS Flashing
Leak BusterTM MatrixTM
102 SBS Adhesive Label
Dimensions
39.37" (I meter)
Wide
1 meter (39.37 ")
wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
1001b. cartons,
bulk
601b. kegs
5 gallons
5 gallons
2, 5 gallons
350 sq. ft roll
5, 55 gallons
5 gallons
5 gallons
5 gallons
Test
Specification
ASTM D6298
ASTM D5147
ASTM D6163
ASTM D6163
ASTM D5147
ASTM D6164
ASTM D5147
TAS 100(A)
ASTM D1929
ASTM D635
ASTM D312,
Types I, II, III
and IV
ASTM D3412
ASTM D21
ASTM D1475
ASTM E1644
ASTM D6083
ASTM -D226
4869 Type I, II
ASTM D412
ASTM D21
ASTM 1475
ASTM E1644
ASTM D3019
ASTM D3019
Product
Description
Non woven fiberglass mat coated with fire
retardant, polymer modified asphalt and
surfaced with mineral granules.
A fiberglass mat reinforced, SBS modified
bitumen cap membrane.
Woven fiberglass mat coated with
Polymer modified asphalt surfaced with
aluminum, copper or stainless steel foil.
Non -woven polyester and fiberglass mat
coated with file retardant, polymer -
modified asphalt and surfaced with
mineral granules.
One -way valve vent used to relieve built -
up pressure within the roof system. GAF
Vent Stacks are available in metal or
plastic.
Interply mopping and surfacing asphalt
SEBS modified asphalt
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Highly reflective elastomeric coating
Non - Asphaltic Fiberglass -Based
Underlayment
Elastomeric roofing membrane
Surface coating for smooth surfaced and
mineral surfaced roofs.
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Cold Applied Modified SEBS Asphalt
Adhesive.
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 5 of 31
Product
Leak BusterTM MatrixTM 202
SBS Flashing Cement Label
Leak BusterTM MatrixTM
203 Plastic Roof Cement
Label
Leak BusterTM MatrixTM
103 Cold Process Adhesive
Label
LeakBusterTM MatrixTM 304
Non - Fibered Aluminum
Roof
Leak BusterTM MatrixTM
602 MB Xtra Elastomeric
Roofing Membrane
TOPCOAT® MB Plus
Dimensions
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5, 55 gallons
Test
Specification
ASTM D4586
ASTM D4586
Product
Descriution
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Standard Plastic Asphalt Roofing Cement
ASTM D3019 Cold Applied Asphalt Adhesive.
ASTM D2824,
Type l
ASTM D412
ASTM B117
ASTM C794
ASTM G21
FTMS141.6271
ASTM D2196
ASTM D1475
ASTM E1644
ASTM D412,
ASTM D21,
ASTM D1475
ASTM E1644
Non-fibered. Aluminum pigmented,
asphalt roof coating.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Water - based, low VOC, sprayable
polymeric liquid, which cures to form a
seamless rubber membrane.
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04 /08/09
Page 6 of 31
APPROVED INSULATIONS:
Product Name
EnergyGuard ' Fiberboard
EnergyGuardTM Permalite
EnergyGuardTM Strip
EnergyGuardTM Recover Board
EnergyGuardTM Tapered Edge Strip
EnergyGuard"' Polylso
EnergyGuardTM RA, RN
EnergyGuardTM Composite, RA
DensDeck®
DensDeck Prime®
DensDeck DuraGuardTM
Structodek®
Structodek® TD
SecurockTM
APPROVED FASTENERS:
Table 2
Product Description
Fiberboard insulation
Perlite insulation board
Cut perlite board
Perlite recover board
Tapered perlite board
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate /wood fiberboard or
perlite composite
Water resistant gypsum board
Water resistant gypsum board
Water resistant gypsum board
Wood fiber insulation board
Flame Resistant High Density Wood
Fiber board.
Fiber reinforced roof board
TABLE 3
Fastener Product Product
Number Name Description
1. Dri 11 -TecTM #12 Standard, Insulation fastener and Various
#14 and #15 extra Heavy Base Play fastener for
Duty Fastener, Heavy Duty steel, wood & concrete
Roofing Fastener decks.
2. Drill-TecTM ASAP Pre - assembled Drill-TecTM Various
Fasteners and metal and
plastic plates.
3. Drill-TecTM CR Base Base sheet fastening Various
Sheet Fastener and Plate assembly.
Dimensions
4. Drill -TecTM Galvalume
Plates
5. Drill -TecTM Polypropylene
Plates
6. Drill-TecTM AccuTrac
Plate
Round Galvalume stress
plates.
Round polypropylene
stress plates.
Square Galvalumea coated 3" Square
steel plate.
Manufacturer
(With Current NOA)
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
G -P Gypsum Corp.
G -P Gypsum Corp.
G -P Gypsum Corp
Knight Celotex
Knight - Celotex
USG Corporation
Manufacturer
(With Current NOA)
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
3" and 3 'A" GAF Materials Corp.
3" and 3 V2" GAF Materials Corp.
OMG
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page7of 31
EVIDENCE SUBMITTED:
Test Agency
Factory Mutual Research Corp.
Underwriters Laboratories
Trinity Engineering
Test Identifier Description Date
3029832 4470 -TAS 114 05/11/07
3010215 4470 - TAS 114 03/01/01
3001276 4470 - TAS 114 01/28/99
1B9A8.AM 4470 - TAS 114 09/04/97
3D4Q2.AM 4470 - TAS 114 04/30/97
0D1A8.AM 4470 - TAS 114 04/01/98
TGFU.R19254 UL 790 10/27/06
4483.04 97 -1 TAS 114 06/06/97
PRI Asphalt Technologies, Inc. GAF- 020 -02 -01 ASTM D 249 02/01/02
ASTM D 4977
IRT -ARCON Inc. 02 -005 TAS 114 03/01/02
02 -014 TAS 114 04/08/02
01 -039 TAS 114 03/01/02
Trinity I ERD G6850.08.08 ASTM D6164 08/29/08
G6850.08.08 ASTM D6163 08/01/08
G6850.10.08 ASTM D6222 10/06/08
G6850.11.08 ASTM D6222 11/05/08
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04 /08/09
Page 8 of 31
Membrane Type:
Deck Type 1:
Deck Description:
System Type E(1):
SBS /SBS Cold Applied
Wood, .Non- insulated
19/32„ or greater plywood or wood plank decks
Base sheet mechanicaIIy fastened to roof deck.
All General and System Limitations shall apply.
Fire Barrier:
(optional)
Base sheet:
Fastening
Options:
FireOutTM Fire Barrier Coating, VersaShield® Non - Asphaltic Fiberglass -Based
Underlayment or SecurockTM.
GAFGLAS® #80 ULTIMA TM Base Sheet, STRATAVENT® EliminatorTM
Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID®
SBS Heat- We1dTM Smooth or RUBEROID® SBS Heat- We1dTM 25 base sheet
mechanically fastened to deck as described below;
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 —45 psf, See General Limitation #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" DriII -TecTM steel plate or DriII -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 —45 psf, See General Limitation #7)
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 —52.5 psf, See General Limitation #7)
GAFGLAS® #80 ULTIMATM, 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 -TecTM 412 standard, #14 or # 15 Screws and 3" DriII -TecTM steel plate or
DrilI -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 —60 psi', 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 psf, See General Limitation #7)
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 27 of 31
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, 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® Flex PIyTM 6,
GAFGLAS® #80, 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, Roof MatchTM SBS Mop Granule, RUBEROID® Mop
Plus Granule, RUBEROID® 20, RUBEROID® 30, RUBEROID®EnergyCap SBS
30 FR RUBEROID®30 FR or RUBEROID® Mop FR or RUBEROID
ULTRACLAD® SBS 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,
Roof MatchTM SBS Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop
Plus Granule, RUBEROID®20, RUBEROID® 30, RUBEROID®EnergyCap SBS
30 FR, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID®
ULTRACLAD® SBS in Leak BusterTM MatrixTM 102 SBS Adhesive at an
application rate of 1 -2 gal./sq.
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 BusterTM MatrixTM303 Premium Fibered Aluminum Roof Coating, at 1.5
gal. /sq.
4. Leak BusterTM MalrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT®
MB +, TOPCOAT® Fireshield Elastomeric Roofmg 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 galisq.
6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based
Elastomeric Roofmg 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.
Maximum Design
Pressure:
See Fastening above
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 28 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 'A" 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 lbsJsq., or mechanically attached using the fastening
pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,
panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam
insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied
using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in
three rows, one at each side lap and one down the center of the sheet allowing a continuous area of
ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon
to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275
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 Roofmg 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 913-72 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 http: / /database.ul.com/cgi- bin /XYV/ template /LISEXT /1FRAME /showpa...
9 of 46
place.
PIy Sheet: — One or more piles Type G1 " GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6" hot mopped in place.
Membrane: — "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or " Ruberoid® Mop FR" or "Ruberoid® EnergyCap'm Mop FR."
Surradng - (Optional): "GAF Fibered Aluminum Coating "', applied at 1Y z- gal /100 -ft2 or "GAF Weather Coat Emulsion" applied at 3 -gal /100 -ft .
10. Deck: C -15/32
Incline: �
Insulation (Optional): Perite, fiber glass, polyisocyanurate, urethane or perlte /polyisocyanurate composite.
Base Sheet: — One or more layers Type G2 "GAFGLAS® #75 Base Sheet" or "Tri- PIy® #75 Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced
Cap Sheet" or "Tri- PIy® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened.
Ply Sheet (Optional): One or more pites Type Gl, hot mopped in place.
Membrane: — "Ruberoid® Mop 170 FR" or " Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCapT'" Mop FR."
11. Deck: C -15/32 Incline: 1/2
Insulation (Optional): — Perite, fiber glass, polyisocyanurate, urethane or perlite /polyisocyanurate composite, butt offset a minimum of 6 -in. from
plywood deck joints.
Base Sheet: — One or more plies Type G2 " GAFGLAS® #75 Base Sheet" or "Tri -PIy® #75 Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced
Cap Sheet" or "Tri -Piy® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened.
Pty Sheet (Optional): One or more piles Type Gi, hot mopped in place.
Membrane: — One ply "Ruberoid® Torch
or "Ruberoid® Dual Smooth."
Membrane: - One ply "Ruberoid® Mop 170
Smooth" or "Ruberold® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus"
FR" or "Ruberold® Dual FR" or "Ruberoid ® 'Mop FR" or "Ruberoid® EnergyCap "" Mop FR."
12. Deck: NC Incline: 1
Insulation (Optional): — Perlite, fiber glass, wood fiber, poiyisocyanurate, urethane or perlte /polyisocyanurate composite.
Base Sheet; — One or more layers Type G2 " GAFGLAS® #75 Base Sheet" or "Tri-PIy® #75 Base Sheet" or Type G3 " GAFGLAS® Mineral Surfaced
Cap Sheet" or "Tri-PIy® Mineral Surfaced Cap Sheet ", hot mopped or mechanically fastened.
Ply Sheet ( Optional): - One or more plies Type Gl hot mopped in place.
Membrane: — One ply "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCap r" Mop FR."
13. Deck: NC Incline: 1/2
Insulation (Optional): — Perlte, fiber glass, wood fiber, polyisocyanurate, urethane orperlte /polyisocyanurate composite.
Base Sheet, (Optional): — One or more plies Type G2 or Type G3 base sheet, hot mopped or mechanically fastened.
Ply Sheet (Optional): — One or more plies Type Gi hot mopped in place.
Membrane: — One ply "Ruberoid® Torch Smooth" (smooth) or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop
Smooth Plus" or "Ruberoid® Dual Smooth."
Membrane: — One ply "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCap T"' Mop FR."
14. Deck: NC incline: y3
Insulation (Optional): — One or more layers perlite, glass fiber, polyisocyanurate, urethane or perite /poiyisocyanurate composite, any thickness.
Base Sheet: - One or more plies Type G1 "GAFGLAS® Ply' 4" or "Td -PIy® PIy 4" or "GAFGLAS® Ply 6" or Type G2 " GAFGLAS® #75 Base Sheet" or
"Tri -PIy® #75 Base Sheet" hot mopped or adhered wth Kamak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at
11 gal /100 ft 2.
Membrane: — One ply "Ruberold® Mop 170 FR" or "Ruberold® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCap'"" Mop FR" hot mopped
or adhered with Kamak Chemical "No. 81" or Gibson-Homan "No. 6160" cold applied adhesive applied at 1V2- gaV100 -ft2.
15. Deck: C -15/32
indine: 1
Insulation (Optional): Polyisocyanurate, wood fiber, polite, glass fiber any thickness, hot mopped or mechanically fastened.
Base Sheet: — One or more plies Type G2 "GAFGLAS ®' #75 Base Sheet " or "Tri- PIy® #75 Base Sheet hot mopped or mechanically fastened.
Membrane: - One or more plies "Ruberoid® 30 FR" or "Ruberold® 30 FR HT" or "Ruberoid® EnergyCap'" SBS 30 FR" hot mopped in place.
16. Deck: C -15/32 Incline: 1/2
insulation (Optional): — Polylsocyanurate, wood fiber, perilte, or glass fiber any thickness, hot mopped or mechanically fastened.
Base Sheet: — One or more plies Type G2 "GAFGLAS® #75 Base Sheet" or "T'ri -Ply® #75 Base Sheet" hot mopped or mechanically fastened.
Ply Sheet: — One or more plies " Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberold® Dual Smooth" hot stopped in place.
Membrane: — One or more plies "Ruberoid® 30, FR" or "Ruberoid® 30 FR HT" or "Ruberold® EnergyCapT"' SBS 30 FR hot mopped in place.
17. Deck: C -15/32
Inclne: 1/2
Insulation (Optional): — Fiber glass or petite, mechankcally fastened.
Base Sheet: - One or more plies Type G2 hot mopped or mechanically fastened.
Ply Sheet: - Two or more plies Type G1 hot mopped or mechanically fastened.
Membrane: — "Ruberoid® 30" or "Ruberoid® Modified Cap Sheet 601 ", hot mopped in place.
Surradng: — Kamak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No. 97 Asbestos free. Aluminum Roof Coating"
applied at 1 to 2- gal/100-ft2:
18. Deck: NC Incline: ya
Insulation( Optional): - Polyisocyanurate, perlle, glass fiber or wood fiber, 2 -in. maximum.
Base Sheet: — Type 15 asphalt organic fett or Type G2, mechanically fastened or adhered wth hot roofing asphalt.
Membrane: — " Ruberoid® Torch Granule 1" (modified bitumen).
Surfadng: - Kamak Chemical "Kamak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Kamak No. 97 Asbestos Free Aluminum Roof Coating"
applied at 1 to 2-gai /100 -ft2.
8/20/2012 1:28 PM
ChweesNWficalimFom.BVIMXIM
"1 leliurring Ea. ellence Es-r-s-} 11.2y" SECUON 1524
HIGH VELOCITY HURRICANE ZONES— 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 pesmit, 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 initial in the designated space indicates that the
item has been explained.
1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for tbe 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.
F.". . 2. Reneging 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).
. Common roofs: Common roofs are those which have no visible delineation between neighboring
units (Le. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or
owner should notify the occupants of adjacent units of roofmg work to be performed.
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 this appearance.
liairt•
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 die 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
roofin system is removed. Ponding conditions should be corrected.
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.
-----(TTentilation: 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 Fl t ..t: licensed engineer or registered architect to eliminate
the attic venting, venting shall not be
gni111112/Egal11111
IKAIIIIIIIMPRESIIIIII
-4.4 II 4
Owner's/Agent's Signature:
Contractor's Signature:
Property Address:
Date: 1"-1
Permit Number:
OOFING
October 16, 2012
Miami Shores Village
Building Department
Stuart Lilly
9800 NE 13 Avenue
Miami Shores, FL 33138
Re: Retrofit roof to wall connection
To Whom It May Concern:
Due to the design characteristics and size of the truss system of the above mentioned
property, the cost of retrofitting the wall to roof connection is more than the allowable
15% by the Florida Building Code.
(Scope of work)
Remove 250 lineal ft. of tongue and groove wood sheathing to the entire perimeter of
the house for access to the tie beam where the trusses rest. Once all of the straps are
purchased and delivered to the site the straps will be mechanically attached to the tie
beam with 1 3h " tap cons. Please note that one strap will be used per truss. After all
straps are tied down to the perimeter and corners of the house, we will re- attach the
sheathing back to its original state using ring shank nails.
The cost of this work will be $1,200.00, which is more than 15% of the re- roofing
contract therefore not required as per the Florida building code as defined in
S.1609.2/101.2B. The retro fit process will cost $1,200.00 which is approximately 24%
of the re- roofing cost of $5,000.00.
Should there be any questions or concerns please feel free to contact our office.
Sincer
am Gonzalez
V. President
P.O. BOX 973135, Miami, Florida 33197 -3135 TEL: (305) 234-5234 FAX: (305) 234-5753
www,isaacsroofina.com.
