RF-11-575Scheduled Inspection Date: May 09, 2011
Inspector: Bruhn, Norman
Owner: MEYER, SYLVIO
Job Address: 29 NE 107 Street
Miami Shores, FL 33161 -7029
Project: <NONE>
Contractor: QUALITY ROOFING CONTRACTORS INC
Building Department Comments
May 06, 2011
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 159361 Permit Number: RF -4 -11 -575
For Inspections please call: (305)762 -4949
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number
Parcel Number 1121360070350
Phone: (305)953 -3333
RE ROOF FLAT ROOF TO A NEW MINERAL CAP SHEET
ROOF. REPLACE ROTTED FASCIA BOARDS
Passes--
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- 157871.
Page 15 of 21
Carlos Arocho
licensed as a (n) Contractor / Engineer / Architect,
License #: 000017889
On or about May 3, 2011 , I did personally inspect the roof deck nailing and
(Date & time)
Secondary water barrier work at 29 N.E. 107 Street Miami Shores, Fl 33138
(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 swom, deposes and says that he /she is the contractor for the above property
mentioned.
Swom to and subscribed before me this -3
Notary Public, Sate of Florida at Large
*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
Revised on 5/21/2009
RE: Permit# RF - - 1 -575
(Print name and drde License Type)
INSPECTION AFFIDAVIT
M iami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
DATE: 5/3/11
FS 468 Building Inspector
20 17
NOTARY PUBLIC•STE RIDA
M TA H ernan
Commission #DD930046
Expires: OCT. 10, 2013
Berm mu MANTIC TIC RONDr G CO., INC.
BUILDING
PERMIT APPLICATION Master Permit No.
FBC 20
Permit Type: BUILDING lai0FIN )
Owner's Name (Fee Simple Titleholder) S y l v i o Meyer Phone # (786 ) 6 8 3 - 0 9 0 9
Owner's Address 29 N.E. 107 Street
City Miami Shores State F1 Zip 33161
Tenant/Lessee Name Phone #
Email
Job Address (where the work is being done) 29 N . E . 107 S tr ee t
City Miami Shores Village County Miami -Dade Zip 33161
FOLIO / PARCEL # 1 1- 2136- 007 -0350
Is Building Historically Designated YES NO X Flood Zone
Contractor's Company Name Quality Roofing Contractor
Contractor's Address 13800 N.W. 1st Avenue
City Miami State F1 Zip 33168
Qualifier Name Carlos Arocho Phone# (786) 367 -2029
State Certificate or Registration No. RC 0 0 5 8 6 2 7 Certificate of Competency No. 000017889
Contact Phone Marylou or Carlos E -mAil qualityroof ing88 @yahoo . com
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ 4 , 0 0 0.0 0 Square / Linear Footage Of Work: 4 0 0 sqf t .
Type of Work: ❑Addition DAlteration ❑New ® Repair/Replace ❑ Demolition
Describe Work: Reroof flat roof to a new mineral cap sheet roof.
Replace rotted fascia boards.
******** * * * * * * * * * * * * * * * * * *** * * * * * * * * * ** F * * *,** * * * * *** * * * ** * * * * * * * * * * * **
Submittal Fee $ Permit Fee $
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
Permit NS
D -7T3
Phone# (305) 953 -3333
CCF$ CO /CC $
Notary $ Training/Education Fee $ Technology Fee $
Scanning $ Radon $ DPBR $ Bond $
Double Fee $ Violation date: 2,12-5 ��
Structural Review. $ Total Fee Now Due $
See Reverse side -*
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AF 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
COM ENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will ngt approved and a reinspiction fee will be charged.
Sign:
Print:
My Commission Expires:
APPROVED BY
' �
Signature ' f ( —
Owner or Agent
The foregoing instrument was acknowledged before me this 24,P
day of � ui, 20 L, by G ��y I ✓� fle [
who is personally known to me or who has produced"
As identification and who did take an oath.
NOTARY PUBLIC:
(Revised 07 /10 /07)(Revised 06/10/2009)
(eft
NOTARY PUB C STATE OF FLORIDA
Marylou Hernandez
Commission # DD930046
„,= Expires: OCT. 10, 2013
BOND THRU ATLANTIC BONDING CO., INC.
Plans Examiner
Engineer
Signature
Sign:
Contractor
The foregoing instrument was acknowledged before me this& Co
day of L , 20 1 1 , by e r 'os A® c-eZD
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Print: NOTARY PUBLIC ATE OF FLORIDA
•'r Marylou Hernandez
My Commission Expires `- Commission #DD930046
\,/ Expires: OCT. 10, 2013
WRAP may ATLANTIC BONDING CO., INC.
**** ****** dr9c9e9e*iest9e**ia: Y9ede 3eir3e9e********** Y* 4r drdr*** Je4c***** ***:3rs+es@ ** ** k*Fr 4e*kvk9c:@9a*k9c*de*** *** *akaF*** ***
Zoning
Clerk checked
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO TAX FOLIO NO.11- 2136- 007 -0350
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Legal description of property and street/address: 29 N.E . 107 Street
2. Description of improvement: Reroof flat roof to a new Mineral Cap sheet roof.
3. Owner(s) name and address: Sylvio Meyer
Interest in property: Owner
Name and address of fee simple titleholder: N/A
4. Contractor's name and address: Quali Roofing Contractor, . Inc.
13800 N.W. 1st Ave Miami, Fl 33168
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address: N/A
Amount of bond $ 0 0 S TATE OF FLIDA Cam,
l l €RE ERTIFY that this is a Iwo OF DADE
6. Lender's name and address: `1 of Ito otyci
1 - d
rf r ctotices or o tfie r d
C un
K O Ci1su ry Ca
7. Persons within the state of Florida designate,
provided by Section 713.13(1)(a)7., Florida Stat.tes,
Name and address: N/A
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address: N/A
9. Expirationlrlaterf this Notice7of Commencement: (the expiration
differ nt i specified) /
Signatr of Owner
Print wner's Name.'
Sworn to and subscribed 1
Notary Public
Print Notary's Name
My commission expires:
123.01 -52 PAGE 4 8102
29 N.E. 107 Street Miami Shores, Fl 33161
fore me this
NOTARY PUBLIC -STATE OF
• mai Hernan
7. :;;,s, Commission #DD930046
Expires: OCT. 10, 2013
BONDED TAR: ATLANTIC BONDING CO., INC.
Miami Shores, Fl 33161
1
CFN 2011R0202132
OR Bk 27634 Ps 0698; (1Ps)
RECORDED 03/30/2011 10::4259
HARVEY RUVIH, CLERK OF COURT
MIAf1I -DARE COUNTY, FLORIDA
LAST PAGE
day of
A
date is 1 year from the date of recording unless a
Prepared by Marylou Hernandez
20 It .
Quality Roofing Contractor
Address:13800 N.W. 1st Ave
Miami, Fl 33168
(305) 953 -3333
M iami Shores Village
- 11j n 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.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name: Sylvio Meyer
Property Address: 29 N. E. 107 Street Miami Shores, F1 33161
Roofing Permit Number:
Dear Building Official:
Sylvio Meyer 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 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 of the South Florida Building Code (1994 SFBC)
Signature Print Nime
Swom to and subscribed before me this
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Date: 3/26/11
State of Florida
County of Dade
The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned.
/ C day of ( f 1
NOTARY PUBLIC -STATE OF FLORIDA
"' " Marylou Hernandez
Commission #DD930046
•,,,,; Expires OCT. 10, 2013
BONDED T}U U ATLAM IC BONDING CO., INC.
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more th = 300,000.00, and the building 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 Hurricane Mitigation.
Notary Public, Sate of Florida at Large
Revised on 5/21/2009
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES REQUIRED OWN
CONSIDERATIONS
84402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor s wne r'Slnitial in- hedesignatedepace indicateslhat the-item has- explained
1. ;'_a Aesthedcs.Wcricnanship: the workmanship provisions of Section R4402 are for the purpose of
pro 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 agr ment between the owner and the contractor.
• Rending wood decks: When replacing roofing, the existing wood roof deck may have to be
in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to re vi >(g the existing roof system).
3, i Common roofs: Common roofs are those which have no visible delineation between neighboring
un (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or
o "riSlrould notify the occupants of adjacent units of roofing to be performed.
Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
ewed from below. The owner may wish to maintain the architectural appearance; therefore,, Loafing nail
penetration of the underside of the decking may not be acceptable. This provides the option of , r 'ping ti the. • : •
rtAve.
Ponding water: The current roof system and/or deck of the building
hater to pond (accumulate) in low-lying areas of the roof. Pounding can be
distress and may require the review of a professional structural engineer. Poundi
ex• - oy and performance of the new roofing system. Pounding conditions m
odgi 0 • ng system is removed. Poiuiding conditions should be corrected.
outlets
�. �! � ,� =� Overflow scuppers (wall ): It is required that rainwater flows
Mul from a buildup of water. Perimeter /edge wall or other roof extension may bloc this dochatge
overflow scuppers- (wall outlets) are not provided. It may be necessary to install overlay scupperStfl
rd be with the requirements of Sections R4402, R4403 and R4413.
Ventilation: Most roof structures should have some ability to vent natural airflow through the
inte or • f the structure assembly (the building itself)). The existing amount of attic ventilation shall not be
redutled. It may be beneficial to consider additional venting which can result in extending the service life of the
roof
r
�>
ar/Agi s
Revised on 7/9/2009 LD
CV +r
IUl nl e ageage
APPROVED
ZONING DEPT
BLDG DEPT
iBY
DATE
SUBJECT TO COMPUANCE WITH ALL FEDERAL
ERsienrceNteiristiktfaftemN
Contractor Signature Date
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ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Section A (General Information)
Master Permit No. Process No.
Contractor's Name
Job Address 29 N.E. 107 Street Miami Shores, F1 33161
1:1( Low Slope
❑ Asphaltic
Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof Gg Reroofing ❑ Recovering
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
400sqft. N/A
Section R (Roof Puny
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.
FLORIDA BUILDING CODE — BUILDING
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Permit Application Form.
Quality Roofing Contractor, Inc.
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
❑ Mortar /Adhesive Set Tile
❑ Wood Shingles /Shakes
❑ Repair ❑ Maintenance
• •
•
400sqft.
•
••••
•••
•
•
•
•
••
•• •
•••
•
•
••■•
•
••••1•
•
•
•
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• •
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• •
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•
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• •
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• •
Florida '= ui9d)ng
High-Velocity Hurricane Zone
�e otlio , : C (Low Slope pplicata
Fill in specific roof assembly components
and identify manufacturer
(if a component is not used, idea as "NA")
Deck:
Type:
System Manufacturer: Certainteed Corp.
Product Approval No.: 08
Design Wind Pressures, From RAS+28 or Calculations:
Pmaxf : -4 9 .2 Pmax2: -82 6 Pmax3: -1 2 4 _ 3
Nflax. Design Pressure, from the'specific Product
Approval system: -52 _ 5
wood 1 X 6
Gauge/Thickness: N/A
Slope: • 5
Anchor/Base Sheet & No. of Ply(s): N/A
Anchor /Base Sheet Fastener/Bonding N t Ma rial:
Insulation Base Layer: N/A
Base insulation Size and Thickness: N/A
Base insulation Fastener/Bonding Material:
N/A
Top insulation Layer: N/A
Top insulation Size and Thickness: N / A
Top insulation Fastener/Bonding Material:
N/A
Base Sheet(s) & No. of Ply(s): (1) 75 base
Base Sheet Fastener/Bonding terial:
1 1/4" R/S nails
Ply Sheet(s) & No. of Ply(s): (21 pl y 4
Ply Sheet Fastener /Bonding Material:
Type 111 mopping asphalt
Top Ply:
Top Ply Fastener/Bon •sing Material:
FLORIDA BUILDING CODE— BUILDING
Cis . e Edition 2007
Uniform Permit Application Form.
Surfacing: N/A
Fastener Spacing for Anchor/Base Sheet Attachment:
Field: ji__" oc @ Lap, # Rows _a__@_.&_" oc
Perimeter _6_," oc @ Lap, # Rows @ _6_" oc
Corner: 6 " oc @ Lap, # Rows 4 6 " oc
Numt• r of Fasteners Per insulation Board:
Field jaLA Perimeter N /A Corner N/A
illustrate Components Noted and Details as
pllcabie:
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 Submi
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
' /NV' .1)7°
act g,
, �,,
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•
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••
•
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•
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•
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•
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.. .• Parapet�•
.•
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• •
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•
• can ••"••
• • •• oof •
• Height • I •
• !� _.
MIAMID
BUILDING C e DE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
CcrtainTeed Corporation (PA)
1400 Union Meeting Road, P.O. 1100
Blue Bell, PA 19422
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 underthe 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 (AID).
This NOA shall not be valid after the expiration date stated below. The BCCO (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. BCCO reserves the right to revoke
this acceptance, if it is determined by BCCO 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: CertainTeed Conventional Bat-Up -f System Over 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 filedtnci'there has • •
been no change in the applicable building code negatively affecting the performance of tliirfroducr
•.....
TERMINATION of this NOA will occur after the expiration date or if there has been.,evjsion et •' • .
change in the materials, use, and/or manufacture of the product or process. Misuse of tlsis•NOA as an •' •
endorsement of any product, for sales, advertising or any other purposes shall automatie inatel .
this NOA. Failure to comply with any section of this NOA Shall be cause for terminatidtf and removal of
NOA. ••••••
• • .•.••.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Coiintye lloridd, and
followed by the expiration date may be displayed in advertising literature. If any portion ofthe N{ 4.
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. 08-0227.07 and consistscf pages 1 through 16.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 08- 0410.07
Expiration Date: 06/19113
Approval Date: 10/30/08
Page 1 of 16
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Product
All Weather/Empire
ROOFING ASSEMBLY APPROVAL
Catenary:
Sub- Catezorv:
Material:
Deck Type:
Maximnnnn Design
ase Sheet
Flintglas® Mineral
Surfaced Cap Sheet
Base Sheet
Black Diamondrg
Base Sheet
ressnre
Roofing
Built -Up Roofing
Fiberglass
Wood
-60 psf
TRADE NAMES OF PRODUCTS MANUFAC ICURED OR LABELED BY APPLICANT:
TA !:LE fl
Flintglas® Mineral
Surfaced Cap CoolStar
Fluifg7Q8® Ply Sheet
T 7orVI •
Flex 1=dlas orl*' l-
GI s�1FR Base'311 et•
• • •.•.
GI •..• ase • •
Shed
sli BL. ••• • • •• ••
• 15,Perfatat elt
•
. . •
Yosemite® Buffer
Dimensions
36" x 65' 10";
Roll weight: 86 Ibs.
(2 squares)
36" X 32'10";
Roll Weight 78 lbs.
(1 square)
36" X 32'10 ";
Roll Weight 78 lbs.
(1 square)
36 "x164'7";
Roll weight 40/55 lbs.
(5 squares)
36" x 98'9";
Roll weight 90 lbs.
(3 squares)
36" x 98'9 ";
Roll wei 't: 69 Ibs.
(3 squares)
36" x 144
Roll weight 90 lbs.
(4 square)
36 "x32'10";
Roll weight 90 lbs.
(1 square)
36" x 68'7"; Roll
weight 78 Ibs.
( squares)
Test
Specification
ASTM D 4601
Type
UL Type 15
ASTM 3909
ASTM D 3909
ASTM D 2178
Type ITT or VI
UL Type GI
ASTM D 5147
ASTM D 4601
UL Type G2
ASTM D 226
Type 1
ASTM D 3909
ASTM 4897
UL Type 30
ASTM D 1970
Product
Description
Asphalt coated, fiberglass reinforced base
sheet.
Asphalt impregnated and coated
inorganic glass fiber surfaced with
mineral granules used as the top ply in
conventional built-up roof membranes.
Asphalt impregnated and coated
inorganic glass fiber surfaced with
mineral granules used as the top ply in
conventional built-up roof membranes.
Covered with reflective CoolStar
Coating.
Fiberglass, asphalt impregnated ply sheet.
SBS Modified, fiberglass reinforced base
sheet.
Asphalt coated, fiberglass base sheet.
Organic asphalt saturated felt.
Mineral Surfaced fiberglass reinforced
buffer sheet.
Self- adhering fiberglass reinforced
odif — bitumen base sheet
NOA No.: 08- 0410.07
Expiration Date: 06/19/13
Approval Date: 10/30/08
Page 2 of 16
APPROVED INSULATIONS:
Product Name
FlintBoard ISO
ACFoam II
ISO 95+
High Density Wood Fiberboard
Perlite Insulation
H- Shield
Dens -Deck, Dens -Deck Prime
ENRGY -3, UltraGard Gold, PSI-25
Fesco Board
Multi -Max, FA
APPR VIED FASTENERS:
Product
Name .
1. #12 & #14 Dekfast
Fastener
2. Dekfast Hex Plate
3. Dekfast Lock Plate
4. #12 & #14 Roofgrip
Fasteners
5. AccuTrac Hextra
Fasteners
6. Metal Plate
Fastener
Number
7. Gearlok Plastic Plate
8. UltraFast
9. UltraFast ASAP
TABLE 2
Product Deser a o
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Wood fiber insulation board
Perlite insulation board
Polyisocyanurate foam insulation
Water resistant gypsum board
Polyisocyanurate foam insulation
Expanded mineral fiber insulation
Polyisocyanurate foam insulation
TABLE 3
Product
Description
Insulation fastener
inaensions
Galvalume AZ50 steel plate 2 '/ $ " x 3 'A"
Polypropylene plate 3" x 3'A
Insulation fastener for wood
and steel.
Insulation fastener for wood
and steel
Galvalume stress plate. 3" round
3" square
Polypropylene round plate 3.2"
Insulation fastener for wood
and steel
Pre - assembled Insulation
fastener and plate
Manufacturer
(With Current NOA)
CertainTeed
Atlas Energy Products
Firestone Building
Products, Inc.
generic
generic
Hunter Panels, LLC
G-P Gypsum Corp.
Johns Manville
Johns Manville
RMax, Inc.
Manufacturer
(With Current NOA)
SFS Intec • 1.
. •
1000
• •
• •• §FC9lntec .01
• 11 11
•0 0 W Intec
•••(IMO •1••• •
• ••••
••s•
01 00
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Johns Manville
Johns Manville
NOA No.: 08-0410.07
Expiration Date: 06/19/13
Approval Date: 10/30/08
Page 3 of 16
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APPROVED FASTENERS:
Fastener
Number
EVIDENCE SUBMITTED:
Test Aeencvadentifier
.9 111ltd Research Laboratories
0000
itylERD. .•
• • ••
••••
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Product
Nance
10. UltraFast Metal Plate
11. UltraFast Plastic Plate
12. Olympic Fastener #12 &
#14
13. Olympic Standard
14. Insul -Fixx Fastener
15. Insu] -Fixx S Plate
16. Tru -Fast Fasteners
17. Tru -Fast MP -3
18. Tru -Fast Plates
19. Tru -Fast Plates
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¥om.enturn chnologies, Inc.
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Factory Mutual research Corp.
•
Underwriters Laboratories, Inc.
United States Testing Company
TABLE 3
Galvalume AZ55 steel plate
High Density Polyolefn
round plate
Insulation fastener
Galvalume AZ50 steel plate
Insulation fastener for steel
and wood decks
Galvalume AZ50 steel plate
Insulation fastener for wood
and steel decks
Galvalume AZ50 steel plate
Galvalume AZ55 steel plate
Polyethylene plastic plate
Name
Physical Properties
TAS 117 =)
FM 4470, TAS 114
TAS 117 (3)
TAS 117 (R)/ ASTM D 6862
FM 4470, TAS 114
ASTM Requirements
ASTM D 4601
ASTM D 3909/ D 4897
FMRC 4470
FMRC 4454
FMRC 4470
FMRC 4470
UL 790
ASTM !' 5147
ASTM D 5147
Manufacturer
amensions (With Current NOA)
3" square & Johns Manville
3" round
3" round Johns Manville
3" round
3" round
3" round
3" round
3" round
R Date
2': + 13 06/02/87
3503.10.06
3521.07.04
06490.04.07-R1
C8500SC.11.07
C8370.08.08
C10080.09.08
AX31G8D
AX31G8C
J.I. #3Y8A1.AM
J.Y. 0D3A3.AM
J.I. 2DOAO.AM
J.I.1D7A4.AM
R11656
97457 -4
97- 457 -2R
OMG
OMG
SFS Intec
SFS Intec
The Tru Fast Corp.
The Tru -Fast Corp.
The Tru -Fast Corp.
The Tru -Fast Corp.
10/10/06
10/26/07
06/27/07
11/30/07
08/19/08
09/04/08
09/05/08
09/05/08
03/23/96
04/04/97
12/23/98
11/09/98
07/13/87
06/03/88.
12/02/87
NOA No.: 08- 0410.07
Expiration Date: 06!19/13
Approval Date: 10/30/08
Page 4 of 116
Deck Type 1: Wood, Non - Insulated
Deck Description: 19 /32" or greater plywood or wood plank
System Type )E(2): Base sheet mechanically attached.
All General and Systems Limitations apply.
Base Sheet All Weather/Empire Base Sheet, GlasBase base sheet or Flintglas Premium Ply
Sheet mechanically attached as detailed below:
Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and
approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the
sheet 8"o.c.
Ply Sheet Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet
(Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of
approved asphalt at an application rate of 20 -35 lbsJsq.
Cap Sheet: (Optional) One ply of Flintglas Mineral Surface cap sheet or Flintglas Mineral
Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an
application rate of 20-35 lbsJsq.
Spacing: (Required if no cap sheet is used) Install one of the following.
1. Gravel or slag applied at 400 lb./sq. and 300 IbJsq. respectively in a flood coat
of approved asphalt at 60 lb./sq.
2. A two part coating consisting of a base coat of Static Asphalt Fibered
Emulsion at rate of 3 gal./sq. or Monoforni compound; surfaced with 1 gal./sq.
Sta -Koo1 non- fibered aluminum coating or fsbered APOC No. 212.
Maximum Design
Pressure: -52.5 psf. (See General Limitation #7)
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NOA No.: 08- 0410.07
Expiration Date: 06/19/13
Approval Date: 10/30/08
Page 14 of 16
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WOOD DECK SYSTEM LIMITATIONS:
1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor
sheet.
GENERAL LEM TAT}fONS
1. Fire classification is not part of ce, refer to a current Approved Roofing Materials
Directory for fire ratings of this
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 applied within the EVT range and at a rate of 20-40 lbs./sq., Pata of approved the fastening pattern of the top layer O1 Y attached using
3. All standard panel sizes are acceptable for mechanical
asphalt, panel size shall be 4' x 4' maximum. attachment When applied in approved
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 recov
hall be applied using spot mopping with approved board is used the base sheet
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 apcep A 6" table.
every 12' in each ribbon to allow cross ventilation. Asphalt shall placed
minimum rate of 121bsJsq. Note: Spot a�h� application of either system shall be at a
pressure off -45 psf. systems sln� lre ➢united to a mazfiannrm design
5. Fastener spacing for insulation attachment is based on a Minimum Testing C
275 lbf., as tested in compliance pPi liance with Application Standard TAS�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 memra
a minimum fastener resistance value in conjunction with the um desi n alu ehment is ed thin a on
specific system. Should the fastener resistance be less than that � value li within a
. B professional Engineer, Registered Architect, or Registered Roof uiIding Official, a revised fastener PmP signed aid m a Florida registered d by the
sealed by a Flrida
......
• • • . • . Consultant may be submitted. Said
• . • .... estensr spacing shall utilize the withdrawal resistance value taken from Testing Application
...... 1
• .: s ,andar T.�S 105 and calculations in compliance with Roofing Application Standard RAS 117.
. Perimetp; 1• corner areas shall comply ...
Y with the enhanced uplift pressure requirements of these
• • • • •
• • 7 �nc
...areas. 1;:Her densities shall be increased for both insulation and base sheet as calculated in
..... '
• • . • eompli %J' , lth Roofing Application Standard RAS 117. Calculations prepared, signed and sealed
b
...... • • • b a F. registered Professional Engineer, Registered Architect, o
or Registered Roof Consultant
QWhe. tip limitation is specifically referred within this N a>A, General Limitation #9 will not be
.
• applicable.)..
• • • •. .8... 411 atta hrnerk and sizing of perimeter Hailers, metal profile, and/or flashing termination designs shall
• • • • • • • ibnforr o Roofing Application Standard RAS 111 and applicable wind load requirements.
• •4. • , he maximal; designed pressure limitation listed shall be applicable to all roof
field, perimeters, and corners). Neither rational anal for
pressure zones (i.e.
analysis, nor extrapolation shall be permitted f
enhanced fastening at enhanced pressure zones (Le. perimeters, extended corners and corners).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not be
applicable.)
END OF ,`±1 S ACCEPTANCE
NOA No.: 08- 0410.07
Expiration Date: 06/19/13
Approval Date: 10/30/08
Page 16 of 16
CPRTAINTEE CORP
ROOFING PRODUCTS G OUP
1400 UNION MEETING RD
PO OX 1100
BLUE BELL, PA 19422 USA
ASPHALT FELT SYSTEMS WITH ROT ROOFING ASPHALT
Class A
1. Deck: NC Incline: 3
Base Sheet: — Type G2 Glasbase.
Ply Sheet: — Type G1 Flintglas or Type G2 Glasbase.
Surfacing: — Gravel or slag.
2. Deck: C- 15/16* Incline: 1/2
*All joints blocked.
Base Sheet: — Two layers Type G2 "Glasbase" base sheet or Type G -1 "Flintglas Ply
Sheet ".
Sufficing: — Type G3 "Flintglas Mineral Surfaced ".
3. Deck: NC cline: 3
Base Sheet: — Two layers Type 15 All Weather/Empire.
Surfacing: — Gravel or slag.
eck: NC Incline: 3
Insulation: — Polyisocyanurate, mechanically fastened or hot mopped, any thick thickniiir
Base Sheet: — Two to five plies Type 15 asphalt organic or Type G2aslt glassiot
mopped.
Surfacing: — Gravel.
- ; age �
eck: C 15/32
Irs� {fiL
R11656
•....•
Incline: 3 • • • •
_ 'on: Polyisocyanurate 1 in. min., mechanically fastened or 1 }Qtl�lgp1�• : :..
Base Sheet: —"three ies Type 15 asphalt saturated organic felt (perfpf4teS) hot,:.
mopped with hot roofing asphalt , . •.... •
• • • • •
lacline:3 • • • •
xnan: — Type G2 " Glasbase" or UL Classified vapor retagd$?. •
— One or more layers or combination of the following:
®lAs y glass fiber or wood fiber, any thic
� aseSfie
4:ype 02 "Glasbase" base sheet.
.� . : ca three layers of Type 01 °Plintglas" ply sheet or Type G -2
_ .._ C7. 90 tease" base sh e ' .
:i -. Grave I $lag -
7. Deck: C -15/32 Incline: 3
Vapor Retarder ( p — Type G2 "G1as6iase" or UL Classified vapor retarder.
Ins ; : lation (Optional): — One or more layers or combination of the following:
Polyisocyanurate, perlite, glass fiber or wood fiber, any thickness.
Membrane: — Three or four Layers of Type G1 "Flintglas" ply sheet.
Surfacing: — Gravel or slag.
eck: C -15/32 Incline: 1
Va ;;pr Retarder (Optional): — Type G2 "Glasbase " or 111. Classified vapor retarder.
Insulation (Optional): One or more layers or combination of the following:
Polyisocyanurate, perlite, glass fiber or wood fiber.
ase S eet: — One Layer Type G2 " Glasbase" base sheet.
Ply Sheets: — Two layers Ty pe G1 "Flintglas" ply sheet.
Cap Sheet: — One layer Type G3 "Flintglas" cap sheet.
eck: NC Incline: 1/2
Insula t•'on (Optional): — One or more layers or combination of the following: Johns
Manville "ENRGY 3 ", polyisocyanurate, perlite, glass fiber or wood fiber, any thickness.
ase Sheet: — Two layers Type G2 "Glasbase" base sheet or Type GI "Flintglas Ply
Sheet ".
Surfaci g: — Type G3 "Flintglas Mineral Surfaced ".
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