RF-10-1541Inspection Number: INSP- 151233 Permit Number: RF -8 -10 -1541
Scheduled Inspection Date: September 22, 2010
Inspector: Rodriguez, Jorge
Owner: SCASSERRA, MARTIN & MELI
Job Address: 489 NE 95 Street
Project: <NONE>
Contractor: DOUBLE DIAMOND CONSTRUCTION INC
Building Department Comments
FLAT TO FLAT
Passe,1
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
September 21, 2010
Miami Shores, FL 33138-
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspector Comments
CREATED AS REINSPECTION FOR INSP - 151084. CREATED AS
REINSPECTION FOR INSP- 150517. Secure ladder
PONDING OVER 1 1/2' ONE SECTION COUNTER FLASHING FASTERS
MUST BE SEALED OR STUCCO OVER. JR
cL
For Inspections please call: (305)762 -4949
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number
Parcel Number 1132060140640
Phone: (386)847 -8899
Page 15 of 20
RE: Permit #
Signa ure
On or about ?
State of Florida
County of Dade:
Revised on 5/21/2009
(Print name and circle License Type)
INSPECTION AFFIDAVIT
J
License #: e
(Date & time)
Secondary water barrier work at 443 Cf Alm � 5 Cif- €.
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based o, .844 F.S)
ff
The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this
Notary Public, Sate of Florida at Large
day of
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
DATE: Z / C)
licensed as a (n) Contractor / Engineer / Architect,
FS 468 Building Inspector
, I did personally inspect the roof deck nailing and
au1Y a 7,TP;IC " 3TI', *? FLORIDA
9. Fo six.. DD717 )23
C�m 23, 2011
BONDED T$RU ATLANTIC BONDING CO.,INC
*General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with
permit # and address # dearly shown marked on the deck for each inspection
09/02/2010 13:43 9544254558
OFFICEMAX 087
PIM IOOF1NO eormIAOTOI$, COIR
730 N.W. 44* Terrace, Deerfield Beach PI 33442 Suite 8203
Cell (754) 367 -1859
To; The Village of Miami Shores Building Dept.
10050 N.E. 2 Avenue
Miami Shores FI.33138
Fax: 305.756.8972
Re: Roofing Project Woolin
489 N. E. 95 Avenue.
Miami Shores, Fl. 33138
To whom it may concern
Preferred Roofing contractors Inc. will be performing the labor for Double
Diamond Inc. at the above referenced address attached is a copy of our
workers compensation Insurance made out to Village of Miami Shores.
PAGE 02/02
BUILDING
PERMIT APPLICATION
FBC 20
Permit Type: BUILDING
Miami Shores Village
Building Department
OWNER: Name (Fee Si ple Titleholder): R Phone#:
Address: 4( 5 q /� QQ �-'6..e.,_�i
City: rii , c.. --111 s .5.:7)100-12.. State: I' Zip: .�e ?,,,/-3
Tenant/Lessee Name: a /D Phone #:
Email:
JOB ADDRESS: `7 /I /;
City: Miami Shores
Folio/Parcel #:
Is the Building Historically Designated: Yes
/1'
96
County: Miami Dade
Nom
CONTRACTOR: Company Name:
Address: .'
City: 41�u..) 1 �� �'/�.. l a _C State: /
42/44 A /I; e (�•� f • / Phone #: h' 3 7 (
Qualifier Name: �
State Certification or Registration #: C 0:7/ Certificate of Competency #
Contact Phone #(18 ‹ 3 S/ C., Address i & /mac cl /is P4e),Tal
DESIGNER: Architect/Engineer:
Value of Work for this Permit: $
Type of Work: ❑Address
Description of Work:
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
Permit No. R O 1s41
r
(NO Flood Zone:
❑Alteration
***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
Master Permit No.
pamnYmiiii
AUG 2 6 2910 MB
Zip: 5 3 i J
Zip: .5 i‘ 9
Phone #: 38 - 7 e
A// znet /
Phone #:
Square/Linear Footae'of Work:
❑New Eit pair/Replace ❑Demolition
COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by:
Fees ** *, * * * * ** * * * *, * *, *, ***** * * ** *** ** * * * * * *** **
CCF $ CO /CC $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $ 2E9. SAD
Bonding Company's Name (if applicable)
Bonding Company's Address
City State , Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
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 a e of such posted notice, the
inspection will not be approved and a Atspection fee will be charged.
w 51 50-7.
Signatur Signatur
Owner or Agent
The foregoing instrument was acknowledged before me this The fore
day of r 20 AO by V day of
o is personally known to me or who has produced , 2 /lJe2 who is perso
As identification and who did take an oath.
NOTARY PUBLIC:
Sign: . mar:. ,,,.._ . . .. c
Print: la 7 F ' � r
x p • i. ,
My Commission Expires: BOND TIM ATLANTIC BONDING CO.,IlVC.
APPROVED BY
State
********** *9MrYr*a,t*********** * *** **** tie,tir****** **ihirair,t. ******&****. a******** *, tdr**** i.*** *ie &*.t.tir**iea ***
(Revised 07 /10 /07XRevised 06 /10 /2009XRevised 3/1 5/09)(rev6/4/10)
Zip
Contractor
ment was ackn' ' e : ed b - for
201 , by
1y known to me or who has produced
as identification and who did
NOTAR PUBLIC:
1 to f
."_._
Print: (� x
My Commission Expires: i ; s a t'
110
an oath.
Plans Examiner Zoning
Structural Review Clerk
1 / vv 2
114 cho--
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
STATE OF FLOMet, 001.6grf OF DIE
PERMIT NO. TAX FOLIO NdH Y Cf2TIFY111athis , : �' E'
WITNESS my h:y�� i
HARVEY RUV ,l C -e end
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that impro
property, and in accordance with Chapter 713, Florida Statutes,
is provided in this Notice of Commencement.
Space above reserved for use of recording office
1. Legal description of property and street/address: 4 ® l i /1/ 9j 4 per— l
17 1 a vt iv% / - /i...? r Q JP tai 2 3 / i
2. Description of improvement:
3. Owner(s) name and address:
Interest in property:
Name and address of fee simple titleholder.
4 .Contractor's name, address and phone number.
� 0 .
5. Surety: (Payment bond required by owner from contractor, � Y)
Name, number
address and phone numbmber.
Amount of bond $
6. Lender's name and address:
7. Persons within the State 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
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 COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE 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) o �� , ' wner(s)' Authorized Officer/Director
/Partner /Manage
Prepared
Print Name
123.01 -52 PAGE 3 3/10
141
wing information
Prepared By �' '' ' Y 1/4.1 ` / .�
Print Name 2)
Title /Office Title /Office
STATE OF FLORIDA
COUNTY OF MIAMI -DADE
The .re oing instrument was acknowledged before me this 'Z b day of
By r efa.,121 Cx)suei
ndividualiy, or ❑ as for
❑ Personally known, or roduced the following type of ide tion:
Signature of Notary Public:
Print Name:
(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) of Owner(s) or Owner(s)'s Authorized Officer /Director/Partner /Manager who signed above:
111111111111111111111 1111 1111
CiFN 20 1o1Ro58921 9
OR B44 27404 F's 3755 (fps)
RECORDED 08/31/2010 11.38:45
HARVEY RLIV'INp CLERK OF COURT
MIAMI -DADE COUNTY? FLORIDA
L. AS T --
�e4T OF 2- 416 5j°
Brenda Colturie
Commission #DD75$7.Q
e &p ans: FEB. 13 % 2012
By By
3.3in
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, Fl 33118
Signature
State of Florida
County of Dade
Revised on 5/21/2009
Notary Public, Sate of Florida at Large
M iami Shores Village
Building Department
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.
Date: CA
Re: Owner's Name:
Property Address: 4 A/ i
Roofing Permit Number:
Dear Building Official:
1 P P / ,c ° a p ( 0%44 4 certify that I am not required to retrofit the roof to wall connections of my
building because:
The just valuation for the structure for purpose of ad valorem taxation is Tess 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
of 1994 edition of the South Florida Building Code (1994 SFBC)
The undersigned, being the first duly sworn OTA de oses and says th -t he /she is t e o er for the above property mentioned.
Y PVBUC STATE
Swam to and subscribed before me this
z c Commission #D D758710
Expires: FEB. 13, 2012
QED TSRIIATLANTTC BOND CO., IN
•
10- c,Inkt . a,4JM
Print Name
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the buRding was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Humcane Mitigation.
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTWICATION IFOR-ROOFINt;
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
providing 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. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Section R4403. (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 agcjQr
owner should notify the occupants of adjacent units of roofing to be performed. •
Exposed Ceiling: Exposed, open beam ceilings are where the undersidadthe.roof dgoking•can
be viewed from below. The owner may wish to maintain the architectural 45e o
penetration of the underside of the decking may not be acceptable. This provides theo�r► r rlf�r
Ponding water: The current roof system and /or deck of the building ma?
cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an •
distress and may require the review of a professional structural engineer. Pounding
expectancy and performance of the new roofing system. Pounding conditions may n
o riginal roofing 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
overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
a ordance with the requirements of Sections R4402, R4403 and R4413.
Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. may be beneficial to consider additional venting which can result exteng the service life of the
roof,
r /Agents Signature Date
Revised on 7/9/2009 LD
`c
~nn.ri� r REP j
�r -n hr7
Pc i.17-1 r1A `t / , LL.
Contractor £lure
Date
• •
•
•
•
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Master Permit No. �p p Process No.
Contractor's Name D od 4 10 t ,, �� n Cc sf _ vl
Job Address y �/ r °' 4��
❑ New Roof Q (eroofing ❑ Recovering
FLORIDA BUILDING CODE — BUILDING
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
IlLow Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes
Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
Sec tine B (Rnnman)
❑ Repair ❑ Maintenance
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) 3 L'0 Steep Sloped Roof Area (SF) Total (SF) 32,06
••••
• •
• • •
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and bvefflow d�iirls.'.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zorhh+rd locatioh•of•
parapets. • • •
• • •
•
1 •
0
gi�pp,
imaim■ RUM= MIME
MI I IN
-b4 '
9
.••
1•
.•
•
•
•
.. .
.•
•
•
•
•
•••• •• • • •
• • • • •
••
•• •
••
•
•
•.••
•
••••
•
•
•
• •
•�
Section C (Low Slope Application)
Fill in specific roof assembly components
and identify manufacturer
(If a component is not used, identify as "NA ")
System Manufacturer.
Product Approval No.:
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1 Pmax2: c 3• Pmax3: /
Max. Design Pressure, from the specific Product_
Approval system:
ri
Deck:
Type:
Gauge/Thickness:
Slope: 2 ' f �'
0 7/2/9. 0?'
Anchor/Base Sheet & No. of Ply(s): � 2 /2/
AnchorB 'le Fastene and g Mate
Insulation Base Layer
Base Insulation Size and Thickness: /Pi il ei:f C / ,,,,, i
Base Insulation Fastener/Bonding Material: iji or? F i i /Z �a' p r
ier •
Top Insulation Layer ' G
Top Insulation Size and Thickness: iir —'d "'
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s): / t ' , l 9I /V
Base Sheet Fastener/Bonding Material: A h4 ( /-?
Ply Sheet(s) & No. of Ply(s):
Ply Sheet Fastener/Bonding Material:
FLORIDA BUILDING CODE — BUILDING
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Permit Application Form.
Surfacing: in /A-) ('e J'" J' C c i `f4
Fastener Spacing for Anchor /Base Sheet Attachment:
Field: 9 " oc @ Lap, # Rows @ " oc
Perimeter 7 " oc @ Lap, # Rows 23 @ 7 " oc
Corner: " oc @ Lap, # Rows @ 6 " oc
Top Ply: " "� / Svc (o Cy shec7
Top Ply Fastener/Bonding Material: A �f� /'.
v� r C
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Number of Fasteners Per Insulation Board:
Field Perimeter Corner
Illustrate Components Noted and Details as
Applicable:
Woodblocking, Gutter, Edge Termination, Stripping, Flashing,
Continuous Cleat, Cant Strip, Base Flashing, Counter -
Flashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material Thickness, Fastener
Type, Fastener Spacing or Submit
iii'
• •
• ••
•• •
•
•••
•. ••
• •
••••
— 2 11(° .:(7 -r e 1 2 1 1 6
0 6 "o .s�
•e •
• ••
•• • •••
• •
•
Parapet • • •
••• Weight
• •
• . • •••
• e l-46 ,'J,k) Ji i i s
• •U��o
•
••
Pre.d.
Mean ,
Roof /
Height
•••
CIVIL
ENGINEER
August 27, 2010
Client:
Double Diamond
Report of
Design Wind Loads - ASCE 7
Components and Cladding
Roof Membrane Mechanically Attached
Project:
Existing Building
489 Northeast 95 Street
Miami, Florida
Project Number: 10 -0894
Building Information
(Provided by Roofer)
Wind Uplift Evaluation:
Velocity Pressure, q, = 0.00256 K,
= 46.38 psf
Suction Pressure, p.
Reileh Engineering Corp.
(Consulting Engineer)
2370 S.W. 123 Avenue
Miami, Florida 33175 -1174
Tel:305- 823 -8008
Fax: 305-823-3300
Suction Pressure, p = q ((GC - (Gc
Use GC = + 0.00 Membrane Not Exposed
Moh read Sonny Salleh, P.E.
Fla. Reg # 49014
....
• •
▪ ..
••••
• .• •
•
•• •
• • •
•. •
•
• •. •
• •
. • • .• •.
•. •
Comp. Height <15 feet K •• '.:
Slope <10 Wind Velocity . ...146 Mph
. • •
Exposure C Importance Factor r 1.0 .
Category (Reported) •• • • •
II ••••
•
Reileh Engineering Corporation — Project Number: 10 -0894 — Page 1 of 3
•
•
•
• •
• •
•
•
•
• •
Roof Height
(Feet)
Suction Pressure, psf
Zone 1
Zone 2
Zone 3
Zone 4
<15 Feet
-46.38
-83.49
- 129.87
N/A
Zones Suction Pressure, p.
Note *
1. If a parapet wall equal to or higher than 3 feet is provided around the roof perimeter; Zone
3 may be treated as Zone 2.
The width of the perimeter , a, is equal to 10% of minimum building width or 40% of the
roof height but not less than 3 feet or 4% of least horizontal dimension.
Fastening Pattern Evaluation
••••
Proposed Roofing System: Built -Up Roofing System- NOA 07- 1219.09 Page 8.ti�ru 10 o 19
Approved Fastening Pattern: GAFGLAS #75 Base Sheet attached to deck with.al3proved annular • •
ring shank nails and tin caps at a fastener spacing,9 eN. at t114 "10
Maximum Design Pressure: - 52.5 pounds per square feet
Fastener Value: 38.69 lb -f
Fastening Pattern
Field Areas ( -46.38 psf)
136 Fasteners per Roofing Square
• • •
.. •
staggered and in two rows 9" o.c. in the field.
....
... •
.
•
• .. •
• • • •
• • • • •
• • •
.. • .... • •
GAFGLAS #75 Base Sheet attached to deck with approved annular ring shank nails and tin caps at
a fastener spacing 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field.
Reileh Engineering Corporation — Project Number: 10 -0894 — Page 2 of 3
• •
Perimeter Areas ( -83.49 psi) = (38.69)(144)/(83.49)(8.84)
= 7.54 inches
GAFGLAS #75 Base Sheet attached to deck with approved annular ring shank nails and tin caps at
a fastener spacing 7" o.c. at the 4" lap staggered and in three rows 7" o.c. in the field.
233 Fasteners per Roofing Square
Corner Areas (- 129.84 psf) = (38.69)(144)/(129.84)(7.04)
= 6.06 inches
GAFGLAS #75 Base Sheet attached to deck with approved annular ring shank nails and tin caps at
a fastener spacing 6" o.c. at the 4" lap staggered and in four rows 6" o.c. in the field.
340 Fasteners per Roofing Square
Wood Blocking.
Provide 2 x 4 wood blocking along the perimeter of the roof. This wood blacking s1 l: be
mechanically attached to the roof substrate with #14 screws at a fastener spaciug.Qtito egcse.ett 6"
o.c. •
•... • . .
• ▪ .. •
•••• • ••
Wind evaluation:
Fastenef "Value
= ((3.5 x 6)/144) x 130
= 18.96 lb -f — O.K.
• •
..• •
• • •.
•... .•
•
• •
• .• •
• •
• •
• • ▪ •
•• • •••• • •
• •
Reileh Engineering Corporation — Project Number: 10 -0894 — Page 3 of 3
N1 I� DADS
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed 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 Faarida Bufllihig •
Code and the High Velocity Hurricane Zone of the Florida Building r._ d _ •• • •• • • • •• •
DESCRXPTION: GAF Conventional Built-Up Roof System for Wood Decks.
•••• •• • • •
LABELING: Each unit shall bear a permanent label with the manufacturer's name oi' Yo'go, city, %tats'
and following statement: "Miami -Dade County Product Control Approved ", unless otti ins' noted • • •
herein.
•
RENEWAL of this NOA shall be considered after a renewal application has been filed an Sthere •
been no change in the applicable building code negatively affecting the performance cif thiS product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision A ; • • • •
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or any other purposes shall automatically terminate
this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19.
The submitted documentation was reviewed by Jorge L. Acebo.
MIAMI.DADE COUNTY
APPROVED
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
•
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 1 of 19
• •
• •
• •
•
• •
ROOFING SYSTEM APPROVAL
Category:
Sub - Category:
Deck Type:
Maximum Design Pressure
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
Leak BusterTM MatrixTM
307 Premium Asphalt
Primer
GAF Mineral ShieldTM
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
Select Asphalt Emulsion
Fibered 306
Leak BusterTM MatrixTM
204 Wet/Dry Roof
Cement
RUBEROID Modified
Bitumen Flashing
Cement
LeakBusterTM MatrixTM
201 Premium SBS
Flashing Cement
GAFGLAS #75
Roofing
BUR
Wood
-75 psf
Test
Dimensions Specification
3, 5, 55 gallons
60 & 100 bags
5 gallons
1, 5 gallons
55 gallons
55 gallons
1, 5 gallons
5 gallons
5 gallons
ASTM D 41
ASTM D 1863
ASTM 1227
ASTM D 2824 Fibered aluminum coating. • •
ASTM D -4586
ASTM D -3409
ASTM D 4586
Product
Description
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 ShieldTM Granules shall be used for
flashing applications only.
Surface coating for smooth surfaced roofs.
ASTM D 4586 Asphalt flashing Cement
.• •
•
Elastomeric roof coating
..•
.
....
• •
•.
Asphalt emulsion fibere .• • 1
• . • •
•
••••
• •
..•.
.• •
• • •
. . •
•
.• •
• • •
• • •
•.. •
..
•
• •
• .
• • •
.• • • ••••
Refined asphalt blended with a minetg.l .. •
stabilizer and fibers. Permits adhesion to
wet and dry surfaces.
Fiber reinforced, polymer modified Flashing
cement
39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat
wide base sheet.
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 2 of 19
Product
GAFGLAS #80
ULTIMATM Base Sheet
GAFGLAS
Flex PIyTM 6
GAFGLAS Ply 4
GAFGLAS Mineral
Surfaced Cap Sheet
GAFGLAS
EnergyCapTM Mineral
Surfaced Cap Sheet
GAFGLAS
STRATAVENT
EIiminatorTM Perforated
GAFGLAS® Flashing
GAFGLAS
STRATAVENT
EliminatorTM Nailable
RUBEROID SBS
Heat- We1dTM Smooth
RUBEROID SBS
Heat- We1dTM Granule
RUBEROID SBS
Heat- We1dTM 170 FR
RUBEROID SBS
Heat- We1dTM PLUS
RUBEROID SBS
Heat- WeldTM PLUS FR
RUBEROID SBS
,Heat- WeIdTM 25
RUBEROID Modified
Base Sheet
MIAMI•DADE COUNTY
APPROVED
Dimensions
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
39.37" (1 meter)
wide
Various
39.37" (1 meter)
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
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
Test
Specification
ASTM D4601
ASTM D 2178
ASTM D 2178
ASTM D 3909
ASTM D 3909
ASTM D 4897
D 3672
ASTM D 4897
D 3672
•
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D4601,
Type 11, UL
Type G2 BUR
Product •
Description
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.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules with factory
applied layer of TOPCOAT
Fiberglass base sheet impregnated and
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 impregnated and
coated on both sides with asphalt. Surfaced
on the bottom side with'mive a1 granules•
embedded in asphaltic Wetting. ••••••
Non -Woven Polyester itrat C bated wife • •
polymer - modified asphat.;;d smooth •
surfaced.
Non -Woven Polyester laws waled wjth , •
polymer modified asphalt arbcf surfaced Imith
mineral granules. • • • Non -Woven Polyester at coated withfihs
retardant polymer modit ed ;Visit a� d� •
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.
Non -Woven Polyester mat coated with
polymer - modified asphalt and smooth
surfaced.
Premium glass fiber reinforced SBS
modified base sheet
• • • • •
•• •• • ••
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 3 of 19
Product
RUBEROID 20
RUBEROID ® Mop
Granule
RUBEROID Mop Plus
(Granule)
RUBEROID MOP
Smooth
RUBEROID MOP
170FR
RUBEROID MOP FR
RUBEROID TORCH
Smooth
RUBEROID TORCH
Granule
RUBEROID TORCH
PLUS (Granule)
RUBEROID TORCH
FR
RUBEROID
TORCH
RUBEROID 30
RUBEROID 30 FR
RUBEROID
ULTRACLAD
RUBEROID Dual FR
Vent Stacks (metal and
plastic)
MIAMIOADE COUNTY
APPROVED
Dimensions
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
39.37" (1 meter)
wide
39.37" (1 meter)
wide
3937" (1 meter)
wide
39.37 "(1 meter)
wide
39.37" (1 meter)
wide
3937" (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 D 6163
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 5147
ASTM D 5147
.ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6163
ASTM D 5147
ASTM D 6163
ASTM D 5147
ASTM D 6298
ASTM D 5147
ASTM D 6164
ASTM D 5147
TAS 100(A)
ASTM D 1929
ASTM D 635
Product
Description
SBS modified asphalt base sheet and
interply sheet reinforce with a glass fiber
mat.
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
mineral granules.
Non -woven polyester mat coated with
polymer- modified asphalt and smooth
surfaced.
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 granule's.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, smooth
surface.
Asphalt impregnated, coated felt, surfgitcc
with mineral granule. . •.... •
Heavy duty, polyester reinforoed, asphalt.
modified bitumen membratir granule• • •
surface. •
Heavy duty, polyester raintoroed, coifed. • •
with fire retardant aspht Fioc4ified IZ �tl�me�
membrane, granule surface . •
•-
••
Heavy duty, polyester rea&orred, coated,
with fire retardant asph1t Modified bitumen
membrane, granule surface. • • •
Non -woven fiberglass ma't•coaied will • • • •
polymer modified asphalt and surfacetiVrtth
mineral granules.
Non -woven fiberglass mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Woven fiberglass mat coated with Polymer
modified asphalt and 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.
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 4 of 19
MB
'Product
Leak BusterTM MatrixTM
302 Non Fibered
Aluminum Roof Coating
GAF Built -Up Roofing
Asphalt
RUBEROID MOD
Asphalt, Asphalt L &
Asphalt P
Leak BusterTM MatrixTM
602
Leak BusterTM MatrixTM
715
LeakBusterTM MatrixTM
531 WeatherCoteTM
SeamCoteTM
FireOutTM
VersaShield
VersaShield FB -1S
VersaShield FB -2S
TOPCOAT FireShield
Leak BusterTM MatrixTM
201 SBS Flashing
Cement
Leak BusterTM MatrixTM
102 SBS Adhesive
Leak BusterTM MatrixTM
202 SBS FIashing
Cement
Leak BusterTM MatrixTM
203 Plastic Roof Cement
Leak BusterTM MatrixTM
103 Cold Process
Adhesive
MIAM .DARE AUNTY
APPROVED
Dimensions
5 gallons
1001b. cartons,
bulk
601b. kegs
5 gallons
5 gallons
2 gallons
2, 5 gallons
5, 55 gallons
350sg ft. roll
350 sq ft. roll
350sg ft. roll
5, 55 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
Test
Specification
ASTM D2824,
Type 1
ASTM D312,
Types I, II, III
and IV
proprietary
ASTM D -412
ASTM D -21 -96
ASTM D1475
ASTM E -1644
ASTM D3019
ASTM D3019
ASTM D4586
ASTM D4586
ASTM D3019
Product
Description
Non- fibered aluminum pigmented, asphalt
roof coating.
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.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Elastomeric roofing membrane.
Low VOC, fire barrier coating.
Non - Asphaltic Fiberglass -Based
Underlayment.
Non - Asphaltic Fiberglass Based
Underlayment.
Non - Asphaltic FiberglnssaBttsed
Underlayment.
Elastomeric roofing melWane
•••• •
•
• •
•• ••
Cold Applied Asphalt Adhesive.
•. • •
• •
•• ••
•• •
• • •
•• •
••• •
• •
•• •
•. •
• ••
Cold Applied Modified SEBS Asphalt
Adhesive.
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
•
•
• • •
• • • • •
Cold Applied Modified SEBS Aspgtft • •
Adhesive — Flashing Grate. • • • • • •
• • ••
Standard Plastic Asphalt Roofing Cement
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 5 of 19
.•
• •
• •
• •
•
• •
• •
• •
Product
Leak BusterTM MatrixTM
303 Fibered Aluminum
Roof Coating
Leak BusterTM MatrixTM
304 Non Fibered
Aluminum Roof Coating
APPROVED INSULATIONS:
Product Name
EnergyGuardTM RA, RN
Composite A & N
EnergyGuardTM Composite RA
Wood Fiber
High Density Wood Fiberboard
Perlite Insulation
Dens Deck ® , Dens Deck Prime,
Dens Deck Dura GuardTM
Structodek
SecurockTM
Dimensions
5 gallons
5 gallons
EnergyGuardTM Fiberboard
EnergyGuardTM Permalite
EnergyGuardTM GAFCANTTM
EnergyGuardTM Permalite Recover
Board
EnergyGuardTM Tapered Edge Strip
EnergyGuardTM Perlite
EnergyGuardTM High Density
Fiberboard
EnergyGuardTM Composite
Test
Specification
ASTM D 2824
ASTM D2824, Non - fibered aluminum pigmented, asphalt
Type I roof. coating.
Table 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation with
high density fiberboard or Permalite
perlite insulation.
Fiberboard insulation.
Perlite insulation board.
Cut perlite board
Perlite recover board
Tapered perlite board
Perlite insulation board
High density wood fiberboard insulation.
Polyisocyanurate /wood fiberboard
composite
Polyisocyanurate /wood fiberboard
composite
Wood fiber insulation board
Wood fiber insulation board
Perlite insulation board
Water resistant gypsum board
Wood fiber insulation board
Fiber reinforced roof board
Product
Description
Fibered aluminum coating.
Manufacturer
(With Current NOA)
BMCA '
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials.Cgr.p.
c AF.Mkteriais•Gerp.
•• • .. •
• • •
GAk'T.terials Corp.
CwIrROlateria)l corp,.
•••• • •.
GAF.1IQaterialJIorp,
• • • •
•• •• ••
: `:'MCA •
•
$MCA •.. • •
• •
••••
generic
generic
generic
G -P Gypsum Corp
Knight Celotex
USG Corporation
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 6 of 19
•
•
•
• •
• •
• •
w • •
•
•
APPROVED FASTENERS:
Fastener Product
Number Name
1. Drill -TecTM #12 Standard,
#14 and #15 extra Heavy
Duty Fastener , Heavy
Duty Roofing Fastener
2. Drill -TecTM ASAP
3. Drill - TeeTM #12 or #14
Standard screws with
AccuTrac Plate
4. Drill -TecTM Galvalume
Plates
5. Drill -TecTM
Polypropylene Plates
6. Drill -TecTM AccuTrac
Plate
EVIDENCE SUBMITTED:
IRT of S. Fl.
Test Agency
Factory Mutual Research Corp.
PRI Asphalt Technologies, Inc.
MIAMI.DADE COUNTY
APPROVED
TABLE 3
Product
Description
Insulation fastener and
Base Play fastener for
steel, wood & concrete
decks.
Pre - assembled Drill -
TecTM Fasteners and
metal and plastic plates.
Base sheet fastening
assembly.
Round Galvalume stress
plates.
Round polypropylene
stress plates.
Square Galvalume
coated steel plate.
Test Identifier
J.I. 2B8A4.AM
J.I. 3B9Q1.AM
J.I. ODOA8.AM
J.I.OD IA8.AM
J.I. 0Y9Q5.AM
3029832
GAF - 012 -02 -02
GAF - 020 -02 -01
02 -005
02 -014
Dimensions
Various
Various GAF Materials Corp.
Various GAF Materials Corp.
3" and 3 %x" GAF Materials Corp.
3" and 3 %2" GAF Materials Corp.
3" Square GAF Materials Corp.
Description
4470
4470
4470
4470 - TAS 114
4470 -TAS 114
4470 TAS 114
Physical Properties
ASTM D 4977
TAS 114
TAS 114
Manufacturer
(With Current NOA)
GAF Materials Corp.
• •
• • •
•• •
•
. •••• •• •
• • • • •
•••• • ••
• • • •
•• •• ••
• • • 07.02.97
•
• 01 .t$• 9 •$ •
07.69.99
07.29"g •
04.01W
05.11.07
• •
•
• • •
•• •
•. ••
• •
••••
•• •
• • •
•• •
pate
11.06.01
02.01.02
01.18.02
03.22.02
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 7of 19
•
•
•
•
• •
•
•
•
•
• •
•••••
•
•
APPROVED ASSEMBLIES
Deck Type 1I: Wood, Insulated •
Deck Description: 19/ or greater plywood or wood plank
System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with
approved asphalt.
All General and System Limitations shall apply.
One or more layers of any of the following insulations.
Insulation Layer (Table 2) Insulation Fasteners Fastener
(When applicable: Steel plate only =S, plastic plate only (Table 3) Density /ft
P)
EnergyGuardTM, EnergyGuardTM Composite, EverGuard ISO, EnergyGuardTM RA,
EnergyGuardTM RA Composite
Minimum 1" thick N/A N/A
EnergyGuardrM High Density Wood Fiber, EnergyGuardTM Recover Board, Wood.Fiber,
Minimum 'A" thick
N/A N/A
EnergyGuardTM Perlite
Minimum 3 '" thick N/A N/A
Fiberglas (Min. 15 / thick) N/A • • '11j/A • •
Note: All insulation shall be adhered to the anchor sheet in full mopping of app hot ash a�t
within the EVT range and at a rate of 20 -40 lbs /100 ft Please refer to Roofing ialcation •
Standard RAS 117 for insulation attachment. Insulation listed as base layer only�,all be 4spd gnly
as base layers with a second layer of approved top layer insulation installed as the Fi�tfal mel i aAe
substrate. Composite insulation panels may be used as a top layer placed with #hr• • • ••• • •
polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT�• •
EliminatorTM Perforated laid dry or a Layer of EnergyGuardTM Perlite or wowCfitWoverlay board
on all isocyanurate applications.
MIAMI.DADE ! NTY
APPROVED 1
• • •
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ® Non - Asphalti Fi -DISeQ •
(optional) Underlayment or SecurockTM. ••••
Anchor sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVEN'Is EliminatorTM •
Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID
Heat- WeldTM Smooth or RUBEROID Heat- WeIdTM 25 base sheet mechanically
fastened as described below;
Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex PlyTM :; A: G ®'; -7 • Base Sheet or
any of above Anchor 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)
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 8 of 19
Fastening Options:
Base Sheet:
Ply Sheet:
APPROVED
MIAMI DADE COUNTY
GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or
any of above Anchor sheets attached to deck with Drill-Teem' #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 - 45pALSee General Limitation #7)
GAFGLAS Flex P1yTM GAFGLAS #75 Base beet or any of above Anchor
sheets attached to deck with approve 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 Pressur —52.5 p See General Limitation #7)
GAFGLAS #80ULTIMATM, RUBEROID 20, RUBEROID Mop Smooth, base
sheet attached to deck with approved 1'/" annular ring shank nails and inverted
3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows
staggered with a fastener spacing of 9" o.c. in the center of the membrane.
(Maximum Design Pressure —60 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with
Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel p1g o'er •
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 theMiett.
(Maximum Design Pressure —60 psf, See General Limitativ7P#7 • •
•••••• •
Any of above Anchor sheets attached to deck approved annul r itng shankticii1S •
and 3" inverted Drill -TecTM insulation plates at a fastener spac$itg Of 9" o.L. af$he
•
4" lap staggered in two rows 9" in the field. • • • •
(Maximum Design Pressure —60 psf, See General Limitation fa •
GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to det k.wifk
Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill- TetTM•s ®e1 plate
Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in tee 2" side hp... •
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)
(Optional) Install one ply o S., GAFGLAS #80 ULTIMATM
Base Sheet, GAFGLAS STRATAVENT EliminatorTM Perforated,
RUBEROID Modified Base Sheet, RUBEROID Mop Smooth, RUBEROID®
20 RUBEROID Heat- We1dTM Smooth or RUBEROID Heat- We1dTM directly
over the top layer of insulation. Adhere with any approved mopping asphalt
applied within the EVT range and at a rate of 20 -40 lbs. /sq; (see General
Limitation #4).
One or more plies, GAFGLAS PLY 4, t,AFGLAS Flex PIyTM 6 sheet, #80
Ultima, RUBEROID op moot or RUBEROID 20 adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20-40
lbs.sq.
NOA No.: 07- 1219.09
Expiration Date: 11/04/13 .
Approval Date: 03/20/08
Page 9 of 19
Cap Sheet:
Surfacing:
Maximum Design
Pressure: See Fastening above.
(Optional) One ply of GAFGLAS' Mineral Surfaced Cap Sheet or
GAFGLAS EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of
20-40 lbs./sq.
(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 galisq.
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 MatrixTM 303 Premium Fibered Aluminum Roof
Coating, at 1.5 gal. /sq.
4. Leak BusterTM MatrixTM 715 , Leak Buster"' MatrixTM 322,
TOPCOAT' MB +, TOPCOAT Fireshield Elastomeric Roofmm • •
Membrane, applied at 1 to 1.5 gal./sq. • •
5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric.Roo ing ••••••
Membrane, EnergyCotafr roof coating applied at 4•t :1 gal. /s4? •
6. TOPCOAT Surface Seal, TOPCOAT Fireshielc Solveryt • •
based Elastomeric Roofing Membrane applied at ltq.l$gallsq • • • •
7. Advance Green Technologies Photovoltaic Lantit'te• solar enervi
collector auxiliary roof equipment installed in • compliance vvith
manufacturer's specifications and applicable Buiking • •
• •
• • •
•. •
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 10 of 19
. •
• •
• •
•
•
•
• • •
• • .
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex P1yTM 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum ' / <" Dens DeckTM or %" Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory
for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the
fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,
panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam
insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be
applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip ;Mod 8"
ribbons in three rows, one at each sidelap and one down the center of the sheet aliening a catiiuous • •
•
a r e a of ventilation. Encircling of the strips is not acceptable. A 6" break shall.H j j*ced e v e .12' in
each ribbon to allow cross ventilation. Asphalt application of either system shall h ninimumrate of • •
12 lbs.sq. Note: Spot attached systems shall be limited to a maximum design,pressure of.45psf. • •
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Picmee<I') value dfi275 • •
lbf., as tested in compliance with Testing Application Standard TAS 105. If the fast�jyalue,•its'>;tel'd-
•
tested, are below 275 lbf. insulation attachment shall not be acceptable. • • •
• •
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attaciier�t is based op a • •
minimum fastener resistance value in conjunction with the maximum design value liste4 withinV kledfic • •
system. Should the fastener resistance be less than that required, as determined by'tbe'B 'adding O# e>;al, • •
a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architeet,sr
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 with 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 appllcable.)
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
MIAMI•DADE COUNTY
APPROVED
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
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