RF-13-586Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 188849 Permit Number: RF -3 -13 -586
Scheduled Inspection Date: April 10, 2013
Inspector: Rodriguez, Jorge
Owner: HOLDINGS IV, LLC, HSL PROPERTY
Job Address: 53 NW 106 Street
Miami Shores, FL 33150 -1245
Project: <NONE>
Contractor: SUPREME ROOFING & CONSTRUCTION INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number
Parcel Number 1121360060200
Phone: (786)229 -9331
Building Department Comments
RE -ROOF FLAT
Infractio Passed Comments
INSPECTOR COMMENTS
False
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 188029. Vent flashing is
required. Bull to vent is not permitted.
Provide closure at tile. NB
April 10, 2013
For Inspections please call: (305)762 -4949
Page 19 of 28
BUILDING
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
FBC 20 1p'
Permit No.
PERMIT APPLICATION Master Permit No. tI - 5
Permit Type: BUILDING
JOB ADDRESS: 53 A6.$74 M cem; Sf vo{e s
City: Miami Shores
Folio/Parcel #:
County:
Miami Dade
Zip:
Is the Building Historically Designated: Yes NO t�
Flood Zone:
OWNER: Name (Fee Simple Titleholder): 145 L (S 'b V (LC Phone #:( J3I7 7"JC'
,2600 urn► ; Ts tc4,41 Etvci � yep cl
City: ,' /VrcL State: FL Zip: 33 t
Address:
Tenant/Lessee Name:
Email:
Phone #:
CONTRACTOR: Company Name: SI
Address: 606 !j- t.,) -(f
anki,Gyicirodi T kr •
Phone #: 6-igy21 ? -7S3 i
City: Miami n/ State: T1-
Qualifier Name: 32ig<G 5/11/ d
State Certification or Registration #:
Contact Phone #: (741 " c(- X33 / Email Address:
DESIGNER: Architect/Engineer:
Zip: 3365Y
Phone #: ,s /+"^
C C �� Z 7(7 Certificate of Competency #: 4 /4
Phone #: /i/(%
Value of Work for this Permit: $ Square/Linear Footage of Work:
900
DAlteration UNew epair/Replace DDemolition
Type of Work: DAddition
Descrip
0r01 SS =dew1 g4ugsa ,trate:, v.M to t,
2iaL08.i 1.1 av dtG!c'?C4lais,03
ova; v istaHA iutoinf eigw,;r=
'Prt15 .e$ %IBM 3PiiQ.Y0 341-400 yM
e i S&gS 33 % oaitwirnralt )
***********************************
* *Fees * * * * * * * **
Submittal Fee $ lJ Permit Fee $ O
Scanning Fee $ Radon Fee $
Notary $ Training/Education Fee $
Double Fee $
Structural Review $
*
CCF $ CO /CC $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Zip
Mortgage Lender's Name (if applicable) V
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is iss ed. In the absence of such posted notice, the
inspection will not be . % ved and a reinspection fee will be charged.
weer or Agent
The fore trument was acknowledged before me this
day of i , 20 L3, by -#114646ta,--41.4214.14
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign: *Win_ W
Print: 1ter,1 11; nO
MAW
My Commis 'ooEApiLes;�
APPROVED
Notary PMONa Ste of Florida
It
Notary Mau.
--47-c7" g5;%-ir-
The fore
day of
02 /
ent was acknowledged before me this
, 20/3, by
who is personally known to me or who has produced
as identification and who did take an oath.
Plans Examiner
Structural Review
NOTARY PUBLIC:
Sign
Print:
My Co , xpires: " `r' ;710177 ' ,
Watt Pates Sad* of itaids
My Comm. Wes May 29.2016
Commission # EE 2032 iirdiNb, jiihyysiy_wrtikj******
(Revised 5 /2 /2012XRevised 3/12/2012) )(Revised 06 /10 /2009)(Revised 3 /15 /09XRevised 7/10/2007)
Zoning
Clerk
Miami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name: FC-ar,l( Siturt_r,s -Ve,io
Property Address: , 53 W w • (6(p 14-
no,ih; Shams, 11
Roofing Permit Number:
Dear Building Official:
Frail S w t"- eln certify that I am not required to retrofit the roof to wall connections of my
building because:
e just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition the South Florida Building Code (1994 SFBC)
rttr k ,S, I uce yf-ein
Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned.
Sworn to and subscribed before me this / day of )t 0,4.4 2413
Notary Public, Sate of Florida at Large
noo HERMAN CAMS
Notary PubNe • Stake of
My Comm. May 29, .`
COletbbsa SE 203279
o I Nor,` n,.
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the b
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
Folio
11- 2136- 006 -0200
Property Address 53 NW 106 ST
Owner Name(s)
HSL PROPEERTY HOLDINGS IV LLC
2600 ISLAND BLVD #2906
AVENTURA FL
33160
Primary Zone
0800 SGL FAMILY -1701 -1900 SQ
0001 RESIDENTIAL - SINGLE FAMILY
Beds /Baths /Half
f=loors
3/2/0
Living Units
1
1,684
Lot Size
Year B
9,225 SQ FT
1947
Legal Description
DUNNINGS MIAMI SHORES EXT NO 2
PB 41 -78
LOT 12 BLK 206
LOT SIZE 75.000 X 123
COC 23640 -1519 07 2005 4
OR 28290 -0170 091212
Current
Previous
Year
2012
2011
Land Value
$45,979
$45,979
Building Value
$133,646
$133,886
[ue
$179,625
$179,865
Assessed Value
$179,625
$104,681
Current
Previous
Year
2012
2011
Homi
$0
$25,000
2nd Homestead
$0
$25,000
Senior
Veteran Disabi
$0
$0
$0
Civilian Disability
$0
$0
r)
$0
$0
Disclaimer:
MIAMI -DADE COUNTY
OFFICE OF THE PROPERTY APPRAISER
PROPERTY SEARCH SUMMARY REPORT
Carlos Lopez - Cantera
Property Appraiser
Aerial Photography 2012
Current
Previous
Year
County
City
Regional
Date
Amount
2012
2011
Exemption/Taxable
Exemption/Taxable
$0 / $179,625
$50,000 / $54,681
$0 / $179,625
$25,000 / $79,681
$0 / $179,625
$50,000 / $54,681
$0 / $179,625
$50,000 / $54,681
Recording
Book -Page
Qualification Code
9/2012
$155,300
28290 -0170
Deeds to or from financial
institutions
7/2005
$0
23640 -1519
Sales which are disqualified as
a result of examination of the
deed
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 .govtinfo /disclaimer.asp.
Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov
GIS inquiries, comments, and suggestions email: gis @miamidade.gov
Generated on: Tuesday, March 26, 2013
''Ian
ores VL�_.�P
1O''JED
71..TP J G DEPT
F!._DG DEPT
a'U . :ECT i'0 CCM,IP1. NCE Wm-1 ALL FEDERAL
High Velocity Hurricane Zone Uniform Permit Application Form.
Master Permit No.
HIGH - VELOCITY HURRICANE ZONES
Section A (General Information)
Process No.
Contractor's Name d�/4P.ivkP ,1?�tol;� 8 �k Lc.
Job Address .. /VW - (d 6:-' /)i , � 'C.
ROOF CATEGORY
Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Til
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
e
Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
0 New Roof Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
N
Low Slope R of Area (SF) Steep Sloped Roof Area (SF) Total (SF)
4(0 6 (,,)
Section B (Roof Plan)
Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow
scuppers and overflow drains. Include dimensions of sections and levels, clearly
identify dimensions of elevated pressure zones and location of parapets.
2010 FLORIDA BUILDING CODE — RESIDENTIAL
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section C (Low Sloped Roof System)
Fill in Specific Roof Assembly Components
and Identify Manufacturer
(If a component is not sed, identify as "N
System Manufacturer:
NOA No.).
Desigrr
Pmax1:
Max. Design Pressurt
ay � 7/
arm RAS Corner:
cs
Fastener Spacing for Anchor /Base Sheet
Attachment
Field: V " oc @ Lap, # Rows q " oc
Perimeter: _> " oc @ Lap, # Rows' /_ @'" "oc
System:
Deck:
Type:
IX.
gjecific NOA
Gauge/Thickness'
Slope. r l
Anchor/Base Sheet & No. of PI s yO 1 '
Anch7r ase Sheet Fas ner,
Insulation Base Layer:
Base Insulation Size and Thickness
Base Insulation Fastener /Bon ng Material:
inch
ate
oc @ Lap, # Rows " oc
Number of Fasteners Per Insulation
Board ,
Field: Perimeter
Comer
Illustrate Components Noted and
Details as Applicable:
Woodbiocking, Gutter,,. Edge Termination,
Stripping, Plashing, Continuous Cleat, Cant
Strip, Base;' Flathingfl, C•fnter . Flashing,
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 16.
Top Insulation Layer:
Top Insulation Size and Thickness:
top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s):
Base Sheet Fastener/Bonding M
Ply Sheet(s) & No. of Ply(s);.
Ply Sheet Fastener /Bonding Material:
Top Ply:
Top Ply Fastener /B
Surfacing::
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 BUILDINGS
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.
1
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 07- 1203,01 and consists of pages 1 through 31.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Pagel of 31
ROOFING SYSTEM APPROVAL
Catenorv:
Sub- Cateaorv;
Material:
Deck Tvoe:
Maximum DesiE n Pressure
Roofing
Modified Bitumen
SBS /APP
Wood
-75 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
Leak BusterTM MatrixTM
307 Premium Asphalt
Primer
GAF Mineral Shield®
Granules
Leak BusterT ' Matrix TM
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
3937" (1 meter)
Wide
39.37" (1 meter)
Wide
39,37" (1 meter)
Wide
Test Product
Specification Description.
ASTM D41 Asphalt concrete primer used to promote
adhesion of asphalt in built -up roofing.
ASTM D1863
ASTM D1227
ASTM D 2824
ASTM D3019
ASTM D3409
ASTM D4586
ASTM D3409
ASTM D4601
ASTM D4601
ASTM D2178
ASTM D2178
ASTM D3909
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.
Fibered aluminum coating.
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® EEnergyCapTM
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- We1dTM Granule
Roof MatchTM
SBS Mop Granule
RUBEROID® SBS
Heat- WeldTM 170 FR
RUBEROID® SBS
Heat- WeIdTM PLUS
RUBEROID® SBS
Heat- WeldTM PLUS FR
RUBEROID® EnergyCap
SBS Heat- We1dTM PLUS FR
RUBEROID® Modified
Base Sheet
RUBEROle SBS
Heat- WeIdTM 25
Dimensions
3937" (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 (3937 ")
wide
1 meter (3937 ")
wide
1 meter (3937 ")
wide
1 meter (39.37 ")
wide
39.37" (1 meter)
Wide
1 meter (39.37 ")
wide
Test
Specification
ASTM D3909
ASTM 03909
EnergystarTM
Title 24
Compliant
ASTM D3672
ASTM 04897
ASTM D3672
ASTM D4897
ASTM D6164
ASTM D6164
ASTM D6222
ASTM D5147
ASTM D6164
ASTM D6164
ASTM D6164
ASTM D6164
ASTM D4601,
Type II, 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 EnergyCotem
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
RUBEROID® Mop 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® I70FR
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)
3937" (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 D5147
ASTM D6164
ASTM D5 I47
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
Leak BusterTM Matriem 202
SBS Flashing Cement Label
Leak BusterTM MatrixTM
203 Plastic Roof Cement
Label
Leak BusterTM Matrix"'
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
Test
Specification
ASTM D4586
ASTM D4586
Product
Description
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Standard Plastic Asphalt Roofing Cement
ASTM D3019 Cold Applied Asphalt Adhesive.
ASTM D2824,
Type I
ASTM D412
ASTM 13117
ASTM C794
ASTM G21
FTMS141.6271
ASTM D2196
ASTM D1475
ASTM E1644
5, 55 gallons 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
EnergyGuardTM Fiberboard
EnergyGuardTM Permalite
EnergyGuardTM Strip
EnergyGuardTM Recover Board
EnergyGuardTM Tapered Edge Strip
EnergyGuarcP PolyIso
EnergyGuardTM RA, RN
EnergyGuardTM Composite, RA
DensDeck®
DensDeck Prime®
DensDeck DuraGuardTM
Structodek®
Structodek® TD
SecurockTM
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 -TecTM CR Base
Sheet Fastener and Plate
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
Product
Description Dimensions
Insulation fastener and Various
Base Play fastener for
steel, wood & concrete
decks.
Pre - assembled Drill -TecTM Various
Fasteners and metal and
plastic plates.
Base sheet fastening Various
assembly.
4. Drill -TecTM Galvalume Round Galvalume stress
Plates plates.
5. Drill-TecTM Polypropylene Round polypropylene
Plates stress plates.
6. Drill-TecTM AccuTrac
Plate
I APPROVED I
Square Galvalume® coated
steel plate.
3 " and 3%a"
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 Gypsurri- Corp.
G -P Gypsum Corp
Knight Celotex
Knight - Celotex
USG Corporation:::
Manufacturer
(With Current NOA)
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
3" and 3 %a" GAF Materials
3" Square
OMG
NOA No.: 09- 0224.01.
Expiration Date: 11/06/13
Approval Date:.;; 04/08/09'
Page 7 of 31
EVIDENCE SUBMITTED:
Test Agency Test Identifier Description Date
Factory Mutual Research Corp.
Underwriters Laboratories
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
OD1A8.AM 4470 - TAS 114 04/01/98
TGFU.R19254 UL 790 10/27/06
Trinity Engineering 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:..; 03/0 -1/02<
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 fl o ,31,. >:
Membrane Type:
Deck Type 1:
Deck Description:
System Type E(2):
APP /SBS Heat Weld
Wood, Non - insulated
19/32" or greater plywood or wood plank decks
Base sheet mechanically fastened.
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 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM
Nailable, RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth,
RUBEROID® 20, RUBEROID® SBS Heat- We]dTM Smooth or RUBEROID® SBS
Heat -Weld 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" Drill -TecTM steel plate or Drill-Met/4 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 fie
(Maximum Design Press
Limitation #7)
GAFGLAS® Flex Ply B r= heet or any of above Base
sheets attached to deck u ar 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 Limitalkm' #V
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with
Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —60 psf, See General Limitation IM ;
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)
GAFGLAS® #75
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04 /08/09
Page29-of 31` ``
1
Ply Sheet:
Membrane:
Surfacing:
Maximum Design
Pressure:
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 —7S psf, See General Limitation #7)
(Optional except over RUBEROID® Modified Base Sheet, RUBEROID® MOP
S .s oath, RUBEROID® 20, RUBEROID® SBS Heat- We1dTM Smooth or
RUBEROIDta SBS Heat- We1dTM) One or more plies GAFGLAS® PLY 4 or
GAFGLAS® Flex PIyTM 6 sheet adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20- 40lbs.sq. or RUBEROID® Torch
Smooth torch applied according to manufacturer's application instructions.
One ply of RUBEROID® Torch Smooth, RUBEROID® Torch Granule, Roof
Match"' APP Torch Granule, RUBEROID® EnergyCapTM Torch Granule FR,
RUBEROID® Torch Plus Granule, RUBEROID® EnergyCapTM Torch Plus FR, or
RUBEROID® Torch FR torch applied according to manufacturer's application
instructions.
Or
One or more plies of RUBEROID® SBS Heat- We1dTM PLUS, RUBEROID® SBS
Heat- We1dTM PLUS FR, RUBEROID® SBS Heat- We1dTM 170 FR, RUBEROID®
EnergyCapTM SBS Heat`We1dTM Plus FR, RUBE OID SBS Heat- We1dTM,
RUBEROID® SBS Heat- WeIdTM Smooth, RUBEROID® ULTRACLAD® SBS
and RUBEROID® SBS Heat- We1dTM 25 applied according to manufacturer's
application instructions.
(Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 . is,
membrane) Install one of the following:
1.
Gravel or slag applied at 400 lbs./sq. and 3001bs. /sq. respectively in a flood
coat of approved asphalt at 60 lbssq. or applied in a flood coat of Leak
BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq.
2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral '
Surfaced Capsheet adhered in a full mopping of approved asphalt applied
within the EVT range and at a rate of 20- 40lbs.sq.
3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at
1.5 gal./sq.
4. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT®
MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to
1.5 gal./sq.
5. Leak Buster"! MatrixTM 602 MB Xtra Elastomeric Roofing Membrane,
EnergyCote ®roof coating applied at 1 to 1.5 galJsq.
6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based
Elastomeric Roofing Membrane applied at Ito 1.5 galJsq
7. Advance Green Technologies Photovoltaic Laminate solar energy collector
auxiliary roof equipment installed in compliance with manufacturer's
specifications and applicable Building Codes.
See Fastening Above
NOA No.: 09-0224.01„,
Expiration Date: 11/06/13' --
Approval Date: 04/08/09:
Page 30 °of 31
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum 'A" Dens Deck or le Type X gypsum board is acceptable to be installed directly over the wood
deck.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory
for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product
Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20-40 lbsfsq., or mechanically attached using the fastening
pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,
panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam
insulations when the base sheet is fully mopped. lino 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 aria "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. lithe 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 aspeeific
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 area
Fastener densities shall be increased for both insulation and base sheet as calculated in complia%ce,.wfi
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 9B-72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 09- 0224.01
Expiration Date: .11 /06(13..,
Approval Date: 04/08/09
Page 31 of 31.
TGFU.R1306 - Roofing Systems Page .3.,
Base Sheet: — One or more plies Type G2 "GAFGLAS® #75 Base Sheet" or "TH -Ply® #75 Base Sheet" or Type G3 "GAFGLAS ®. Mineta
Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened.
`Ply Sheet (Optional): — One or more piles Type G1, hot mopped in place.
Membrane: — One ply "Ruberold® Torch Smooth" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop
Smooth Pius" or "Ruberold® Dual Smooth."
Membrane: — One ply "Ruberoid® Mop FR" or "Ruberoid® EnergyCapTM Mop FR."
55. Deck: NC Incline: 1
Insulatlon (O ona1 V olyisocyanurate, wood fiber, perlite, glass fiber, any thickness, hot mopped or mechanically fastened.
Base S. - -t. — One or more plies Type G2 "GAFGLAS® #75 Base Sheet ", or "TrI -Ply® #75 Base Sheet ", mechanically fastened.
eet : — One or more plies "Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberold® Dual Smooth" hot mopped in place.
embran =. One ply "Ruberoid® SBS Heat Weld Plus FR" or "Ruberold® SBS Heat Weld 170 FR" heat welded in place.
56. Deck: C -15/32
Incline: 1/2
eet: — Two or more piles Type G2 " GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" mechanically fastened.
embrane: — One ply "Ruberoid® SBS Heat Weld Pius FR" or "Ruberoid® SBS Heat Weld 170 FR" heat welded In place.
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SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 govern the minimum requirements and standards of the indusiry 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. cs- 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 be the owner and the contractor.
2. -LS- Relishing wood decks: When replacing roofrng,
wood roof deck may have to be
renailed in accordance with the current provisions of Seaton 84403. (The «; ;. is usually prior
to removing the existing roof system).
3. - 5 Common roofs: Common roofs are thew which have no vtibic do ne net n reboring
units (Le., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing to be performed.
4. FS Exposed Ceiling: 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 nal
penetration of the underside of the decking may not be r..: This provides the '+ of maintaining the
S. FS PondIng water: The current roof system and/or deck of the $. ', Ea may not , KE well and may
cause water to pond (accunitileg in low-lying areas of the roof. Poi n ig can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is remowoi. Pounding conditions *mid be corrected.
6. T 5 Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
Overload Wm a tit l p cg weal. Pe i iK't !c* . w4 0; ra y bloa th fzia iat—go
overflow scuppers (wall outlets) are not providot It may be nary to in t l overflow in
accordance with tip qu rc°ncr s of Scc i 44..• 1 4W7, R44O; mi 114413.
7. F'S Ven roof structures should have some abirty to vent natural airflow through the
interior of the structure assembly (the buikting itself). The existing amount of attic ventilation shall not be
ay be beneficial to wider na' vent ventng service life of the
Raised on 7/W2009 LD