RF-09-272Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Scheduled Inspection Date: April 08, 2009
Inspector: Rodriguez, Jorge
Owner: MERCER, IRENE
Job Address: 349 NE 102 Street
Miami Shores, FL
Project: <NONE>
Contractor: QUALITY ROOFING CONTRACTORS INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number
Parcel Number 1132060135080
Phone: 305 - 751 -0382
Building Department Comments
ce,o'
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
April 07, 2009
Page 2 of 9
Miami Shores Village Ofe
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle): Building Roofing
Owner's Name (Fee Simple Titleholder) Irene L. Mercer Phone # ( 305) 759 -3653
Owner's Address 349 N.E. 102 Street
City Miami Sherpa State Fl ori da Zip 33138
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 349 N.E. 102 Street
City Miami Shores Village County Miami -Dade
FOLIO / PARCEL # 11 -3206- 013 -5080
Zip 33138
Is Building Historically Designated YES NO X
Contractor's 953-3333
Company NameQuality Roofing Contractor, Inc Inc,. � Phone # (305) 953 3333
Contractor's Address 13800 N.W. 1st Avenue
City Miami State Fla. Zip 33168
Qualifier Name Carlos Arocho Phone # (305) 953 -3333
State Certificate or Registration No. RC0058627 Certificate of Competency No. 000017889
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ 4,000.00 Square / Linear Footage Of Work: 700sqft.
Type of Work: 0Additio4 ['Alteration ['New ® Repair/Replace ❑ Demolition
Describe Work: Reroof flat roof with new Mineral Cap Sheet.
2-1 0 F(ee's �ry_
Submittal Fee $ ? ® Permit Fee $ p4JCJ CCF $ c -40 CO /CC
Notary $
'CO Training/Education Fee $ 0 ' fl Technology Fee $ Cr •L'
Scanning $ � Radon $ DPBR $ Zoning $
Bond '$ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $(OLD • 415
See Reverse side -,
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Owner or Agent
The foregoing instrument was acknowledged before me this 2 f
day of �e, b L , 20 07 , by re-,. .L . eee ! ,
who is Rersonally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC• ®�®A®,�y\, 6
OU E�A ® ° / ®® / 51.7*
Sign:e % a •
u� ,o e
Print: • •
Signature
Contractor
The foregoing instrument was acknowledged before me this
day of CA e , 20 0 I , by Ct (10,5 c 1_,
who is personally known toje or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
( . ODD
� 47:4822 ; v
AG•; ub /icUndel.
My Commission Expires:
APPLICATION APPROVED BY:
(Revised 07/10/07)
Sign:
Print:
My Commission Expires:
01116111W% //
4; DO 473822
'419/4-/ j I STATE 1 1919 9 9 ®®
Plans Examiner
Engineer
Zoning
STATE OF FLORIDA, COUNTY OF DADE
I HEREBY CERTIFY that th , a u .: 1, iy of the
: hr this office on `- 1* der of
WIT, -
NOTICE OF
COMMENCEMENT
111111111111111111111111111111111111111111111
A =COME COPY MUTES POSTED ON TER JOS SITS ATTMOF MST INSPECTION
PERMIT NO. TAXFOLTONO.11- 3206 - 013 -50 0
STATE OF FLORIDA
COUNTY OF DADE
THE UNDERSIGNED hereby give notice that irprovaseets win be made to
certain zeal purity, and in accordance with ampler 713, Flied& Statutes,
the following information is provided in this Notice of Commencement:
1. Legal dacdption of property and street address: 3 4 9 N . E . 10 2 Street
Miami Shores, Florida
2. Description of improvement: Repairs on tile and flat roof.
CFN 2009R0139675
OR Ek 26765 Fs 4531; (1vs)
RECORDED 02/25/2009 13:59:46
HARVEY RUVINr CLERK OF COURT
MIAMI —DADE COUNTY► FLORIDA
LAST PAGE
33138
3.Owner (s) name and address: Irene L. Mercer
349 N.E. 102 Street Miami Shores, Florida 33138
Merest in ',mat): Owner
Name and address of the simple titleholder: N / A
a.Carntractor's name aad address: Quality Roofing Contractor, Inc.
13800 N.W. 1st Avenue Miami. Florida 33168
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address: N /A
Amount of bond: $ 0 0
6. Lender's name and address: N/A
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be saved as provided by Section 713.13
(1) (a) 7.. Florida Statutes: N / A
Name and address:
8.In addition to himself. Owner designates the following paean (s) to receive a copy of the Liana's Notice as provided in Secdon 713.13 (1)
(b) 7.. Florida Statutes: N / A
Name and address: N /A
date of this Notice of Commencement (the caphatioa date is 1 year from the date of recording =less a different date is specified)
Signature of Owns f
Piing Owner's Name Preparedby: Carlos Arocho
Oualitv Roofing Contractor, In
Sworn to and subscribed
Notary Public
Print Notary's Name
My Commission Ezphcx
13800 N.W. 1st Avenue
Miami, Florida 33168
maid signed. Wed, vefrgamose r6b2 ,2
10050 NE 2nd Ave * Miami Shores, FI 33138
Phone 305-795-2204; Fax 305-756-8972
OWNERS'S AFFIDAVIT OF EXEMPT!
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, FI 33138
Re: Owner's Name: Irene L. Mercer
Property Address:349 N.E. 102 Street Miami Shores, Fl 33138
Date: Feb. 24, 2009
Roofing Permit Number:
Dear Building Official:
Irene L. Mercer 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
State of Florida
County of Dade
The undersigned, being the first
property mentioned.
Sworn to and subscribed before
r� n e. L o /lore e
Print Name
duly sworn, deposes and says that he /she is the contraglaroithe above
®ARYLO
me this a if re . .'. y of ®o _ °yo= ®`o %2;
0.J1a 0
,G
° oq 3 s Ba ..
Iti
Notary Public, Sate of Florida at Large
* When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $
•e ,
.0,000.00, and the buildift/widaliatucted 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.
fer
• ... . .
. • • .. •• •
• • • • •
• • .•• •
• ••• • • •
•. •
•
•
•
•
•. •
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
• • • ••• • •
• . • • • • • • • • •
• • • •
•• • •• • • • • •
• • • • • • ••
• rIbridWBul ding eodeEdition 2004
High Velocity Hurricane Zone Uniform Permit Application Form.
•• • • • •• ••• ••
•• • • • • • ••• ••
•
Informatlonn
Process No
Contractor Inc:
55 Low Slope
❑ Asphaltic
Shingles
ROOF G TEGM
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof gi Reroofing ❑ Recovering
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF)
700sqft.
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
pipe
❑ Mortar /Adhesive Set Tile
❑ Wood Shingles/Shakes
❑ Repair ❑ Maintenance
N/A
Total (SF)
700sqft.
16.32
6 -12,
FLORIDA BUILDING CODE — BUILDING
ct g
D
w
I °
�d
1 =�
o
3
O z
U O
O U
o
Q
t1
• •
• ••
• •
•
•
• •
• • • • •••
• • •• •• •
• • • • • •
••• • • •
• • • • •
• • • • • •••
• • • ••• • •
• • • • • • • • • • •
HIGH - VELOCITY HURRICANE ZONES
• • • Flo03 BalldMg Cbde Edition 2004
• IRISH VelbtRy Hbrricane Zond'I niform Permit Application Form
•• • • • • • ••• •••• •••
• • • •: StIctidn:C (L'ow Slope Application)
• • • • • •• • •
•
• • •
Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet
and identify Manufacture Attachment
(if a component is not used, identify as ( °NA°)
System Manufacture CertainTeed COTAOI'atioNeld� °oc @Lap, Rows 3 @ 8 ° oc
Perimeter 5 ° oc @ Lap, # Rows 4 @ 5 oc
NOA No. 08- 0227.07
Design Wind Pressures, From RAS 128 or
Calculations:
Pmax1= 49.2Pmax $2 . FPmax3: -124.3
Max. Design Pressure, From the Specific NOA
System -52.5
Deck:
Type: wood 1 X 6
Gauge/Thickness:
Slope .5
Anchor/Base Sheet & No of Ply(s) N/
Anchor/Base Sheet Fastener/Bonding Material:
N/A
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) G1asBase
Base Sheet Fastener/Bonding Material:
1 1/4" R/S Nails
Ply Sheet(s) & No. of
Ply(s): (2) Flintglas Ply sheet
PIy Sheet Fastener/Bonding Material:
Type III mopping asphalt
Top PIy: (1) Flintglas Mineral Cap
Top Ply Fastener/Bonding material:
Type III mopping asphalt
Surfacing N/A
Comer 5 °oc @ Lap, # Rows4 @ 5 oc
Number of Fasteners Per Insulation
Board
Field N/A Perimeter N/A Comer N/A
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 CRP
Spacing, or Submit Manufacture Details that Cam°
Comply With RAS 111 and Chapter 16.E _
cit9{'Cotte fee; ..,She e
kte VP)
FLORIDA BUILDING CODE — RESIDENTIAL
MIN
• • .•. •
•• • • •
••
• • • • •
• • • • •••
• • • • •
• • ••• • •
• • •
•• ••
• • •
• •
• •
• •
• ••• •
• • • • • • • • • • • • • • • • • • • .• . . . . • . • •
BUILDING CODE CDpdANCE;Q'(BCCQj . • •
PRODUCT CONTROL DIVISION
•
•
NOTICE OF A�P.T• i1iCE W • CertainTeed Corporattoq (;Ad ; ; • , ;
1400 Union MeetingRoae, P.Or Bdx 1100• • •
Blue Bell, PA 19422
MLIMI DADE COUNTY, FLORIDA
METRO -DADE N AGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
'MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building
Code and Product Review Committee to be used in Miami Dade County and other areas where allowed
by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The 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 Built-Up-Roof Systems 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 filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or any other purposes shall automatically terminate
-this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 03- 0827.05 and consists of pages 1 thrqugh 21.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 08- 0227.07
Expiration Date: 06/19/13
Approval Date: 05/15/08
Page 1 of 21
ROOFING ASSEMBLY APPROVAL
Cateworv:
Sub- Cateeorv:
Material•
Deck Type:
Maximum Design Pressure
•••
•
•
•
.•
•••
• •
•. ••
• • • •
• •
• .
• •
.
• •
• • •
• • • •
• • •
•• •
Roofing
Built -Up Roofing.
Fiberglass
Wood •
-60 psf ' ..
•
•
• • • • •
• • • .•
• • • • • • • ...
... • • •
• • • • •
• • ••. • • •
••• •
• • •
•. •
• .
• • •
• •••
.•• ••
•
• •
•..••
• •
• •
• • • •
• •
• • •
••• •
• • • •.
• •
• • •
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
product
All Weather/Empire Base
Sheet
Flintglas® Mineral
Surfaced Cap Sheet
Flintglas® Ply Sheet Type
IV or VI
Flex- I-Glas or Flex -I Glas
FR Base Sheet
GlasBaseTM Base Sheet
No. 15 Perforated Felt
Yosemite® Mineral
Surfaced Cap Sheet
13imensions,
36 "x72 ;Roll
weight: 86 lbs.
(2 squares)
36" X 36'; Roll
Weight 78 lbs.
(1square)
36" x 180'; Roll
weight 40/55 lbs.
(5 squares)
36" x 108'; Roll
weight: 90 lbs.
(3 squares)
36" x 108'; Roll
weight 69 lbs.
(3 squares)
36" x 144, Roll
weight: 90 lbs.
(4 square)
36" x 36; Roll
weight: 90 lbs.
Test
Specification
Product
Description
ASTM D 2626 Asphalt coated, organic base sheet.
UL Type 15
ASTM D 3909
ASTM D 2178
Type IV or VI
UL Type G1
ASTM D 5147
Asphalt impregnated and coated
inorganic glass fiber surfaced with
mineral granules used as the top ply in
conventional built-up roof membranes.
Fiberglass, asphalt impregnated ply sheet.
SBS Modified, fiberglass reinforced base
sheet.
ASTM D 4601 Asphalt coated, fiberglass base sheet
UL Type G2
ASTM D 226 Organic asphalt saturated felt
ASTM D 249 Mineral Surfaced organic cap and buffer
UL Type 30 sheet.
NOA No.: 08- 0227.07
Expiration Date: 06/19/13
Approval Date: 05/15/08
Page 2 of 21
• • •
• • ••
• • • •
• •
• •
• • •
• • • • •••
• • • • • • •
• • • • • • •
••• • • • • •
• • • • • • •
• • • • • • •••
• • • •••
• • • • • • •
APPROVED INS1T:ATibltS: •' •
• • •
•• ••• i•• •
Product Name
FlintBoard ISO
PYROX
ACFoam I1
ISO 95+
•• • •
• ••
• •••
• •
• •
•• • •
• • ••
••' TABLE 2
• •• ••• .Product Description
• • • • • •
laplIisocyagurate foam insulation
•• • • • • • ••• ••
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
High Density Wood Fiberboard
Perlite Insulation
Dens Deck
ENRGY-1, ENRGY -2, Plus,
UltraGard Gold, PSI -25
FiberGlass Roof Insulation
Fesco Board
ISORoc
Paroc Cap Board
Multi Max, FA
APPROVED FASTENERS:
•
Fastener
Number
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
Wood fiber insulation board
Perlite insulation board
Water resistant gypsum board
Polyisocyanurate foam insulation
Glass fiber/Mineral fiber insulation
Expanded mineral fiber insulation
Polyisocyanurate foam / rockwool
composite insulation
Rockwool insulation
Polyisocyanurate foam insulation.
TABLE 3
Product
Description
Insulation fastener
Manufacturer
(With Current NOA)
CertainTeed
Apache Products Co.
Atlas Energy Products
Firestone Building
Products, Inc.
generic
generic
G-P Gypsum Corp.
Johns Manville
Johns Manville
Johns Manville
Johns Manville
Partek, Inc.
RMax, Inc.
Manufacturer
Dimensions (With Current NOA)
Construction Fasteners, Inc.
Galvalume AZ50 steel plate 21/8" x 3 '/" Construction Fasteners, Inc.
Polypropylene plate
3" x 3 'A" Construction Fasteners, Inc.
ITW Buildex Corp.
ITW Buildex Corp.
ITW Buildex Corp.
Insulation fastener for wood
and steel.
Insulation fastener for wood
and steel
Galvalume stress plate. 3" round
3" square
NOA No.: 08- 0227.07
Expiration Date: 06/19/13
Approval Date: 05/15/08
Page 3 of 21
• APPROVED FASTENERS:
Fastener
Number
Product
Name
7. ' Gearlok Plastic Plate
8. UltraFast
9. UltraFast ASAP
10. UltraFast Metal Plate
11. UltraFast Plastic Plate
12. Olympic Fastener #12
#14
13. Olympic Standard
14. Insul -Filar Fastener
15. Insul -Fixx S Plate
16. Tru -Fast Fasteners
17.
18.
19.
Tru -Fast MP -3
Tru -Fast Plates
Tru -Fast Plates
EVIDENCE SUBMITTED:
Test Agency/Identifier
Factory Mutual Research Corp.
Exterior Research & Design, Inc.
••• • • •
• • • • • • •
• • • • • • • •
• • • • • •••
• ' • • •
• •
••• • •• •
• •••
•••• •
• • • • • ••
TAIL 3 • .
•• • •
Product
Descrjli A.. .. Inn/ Auk=
Polypropylene found late::: $.j" • •
•••
•
•
•
•
• .•
•'•
•
•
• •
•. ••
• • • •
• •
• •
• •
• •
••••
•• ••
• •
• .••
••• •
• • • ••
Insulation fastener for wood
and steel.
Pre-assembled Insulation
fastener and plate
Galvalume AZ55 steel plate 3" square &
3" round
3" round Johns Manville
Olympic Mfg. Group, Inc.
High Density Polyolefin
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
Fastening Requirements
FMRC 4470
TAS 114
TAS 117
Manufacturer
(With Current NOA)
ITW Builder Corp.
Johns Manville
Johns Manville
Johns Manville
3" round Olympic Mfg. Group, Inc.
SFS Stadler, Inc.
3" round
3" round
3" round
3" round
SFS Stadler, Inc.
The Tru-Fast Corp.
The Tru-Fast Corp.
The Tru -Fast Corp.
The Tru -Fast Corp.
Report ate
FMRC 1996 01/01/96
J.I. #3Y8A 1.AM 03/23/96
3513.08.02 08/15/02
3515.07.03 07/22/03
NOA No.: 08-0227.07
Expiration Date: 06/19/13
Approval Date: 05/15/08
Page4of 21
Deck Type 1:
Deck Description=.
System Type E(2):
All General and
Base Sheet
Fastening:
PIy Sheet
Cap Sheet
Surfacing:
Maximum Design
Pressure:
• • ••. • • • ...
•• •• • • • •• •• •
• • • • • • • • • •
• • • ••• • • •
• • • • • • • •
• • ••• • • • • •••
: 14114lialittee : e•
• :91s2" an greatcr plyweodvr wood plank
Base sheet mechaailly fitached.
Sysidm L4ihiia�ioies apy. •
•• • • • • • ••• ••
GlasBase base sheet or Flintglas Premium Ply Sheet mechanically attached as
detailed below.
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.
Two or more plies of Flintglas PIy 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 lbs.sq.
(Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a full
mopping of approved asphalt at an application rate of 20-35 Ibs./sq.
(Required if no cap sheet is used) Install one of the following:
1. Gravel or slag applied at 400 lbJsq. and 300 lbJsq. 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 Monoform compound; surfaced with 1 gal./sq.
Sta Kool non Fbered aluminum coating or fibered APOC No. 212.
-52.5 psf. (See General Limitation #7)
NOA No.: 08-0227.07
Expiration Date: 06/19/13
Approval Date: 05/15/08
Page 19 of 21
... • • • ... • •
• .. .. • • • .. ..
• • • • • • • • • • •
• • • ... • • •
• • • • • • • •
... • • • • .•* • •
WOOD DECK SYSTEM LIMITATIONS: • •' • •' • •• • •' •
.. . • . . .
•• • •
• • • • . .
1.
sheet. is required with Ply 4 and P1y6 when use A d a inecllMMlically fastened base or anchor
•• ••• •• • • • ••
•
GENERAL LIMITATIONS:
• • • . . . . . .
1. Fire classification is not part of this acre " " • •
Directory for fire ratings of this product,' refer to a current Approved Roofing Materials
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 Ibs 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
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 acceptable. A 6" break shall be placed
g strips is not
every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a
minimum rate of 12 lbssq. Note: Spot attached systems shall be limited to a maximum design
pressure of -45 ps£
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value
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 rane attachment is based on
a minimum fastener resistance value in conjunction with the maximum design value listed within a
specific system. Should the. fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing prepared, signed and sealed by a Florida registered,
Professional Engineer, Registered 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
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed
by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant
(When this limitation is specifically referred within this NOA, General Limitation #9 will not be
applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall
conform to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not be
applicable.)
END OF THIS ACCEPTANCE
t•
IAPPROVED
NOA No. 08- 022107
Expiration Date: 06/19/13
Approval Date: 05/15/08
Page 21 of 21
for
ya-
ply
ow
dth
my
PIP
ory
'ith
PIP
ory
D",
, or
'EE
JR-
332
;Rs
l0",
t15
r72S
l/4
PIP
nY
ray
dal
to
2006 ROOFING MATERIALS AND SYSTEMS DIRECTORY
• • ••• • • • •..
•• •• • • •.• •• •• •
ROOF COhRlr$ MITES rrEVTs :
Roofing Systems (TGFU)— Continued
• •
• ••• . •
• • • •
BEAVER GRADE RDi mbar '7OWNifidPt15108
• • Class A••• • • ••
Building units used in this system are composed of foam core covered on
both sides with a 26 gauge mimmum coated galvanized steel sign, designated
• VERSA PANEL VP1.75, VP2.23,•VI85�, VALOOme •INTEGRITY R400, R250,
R225or175. • •
• • •• • • a cs Vo
mitatw1. Deck — •
Installation: Mechanicallefatar'edip ;
fie41$�fba.• • • •
Class 13
Building units used in this system are composed of foam core covered on
both sides with a 26 gauge minimum coated galvanized steel sldn,�ted
VBRSAPANEL VP1.25, VP1.75, VP225, VP2.50, VP4.00 or 1NTEG R400,
E250, R725,175 or 1251.
L • Deck — Incline: No limitation
Installation: Mechanically fastened to metal rafters.
CERTAINTEBD CORP R11656
• 750 B SWEDESFORD RD PO BOX 860, VALLEY FORGE PA 19482
Mineral Wool Felt, is a suitable alternate for perforated asphalt
felt in the Clam A, B or C roof conshvctions indicate
G1 Flintglas Ply Sheet or Flintglas Premium Ply Sheet are .suitable
alternates for Type 15 organic felt; Type G2 Glasbase Base Sheet is a suitable
s sltemaate for Type 15 and Type 30 base sheets; Type G3 Flintglas Mineral
Surface Cap Sheet is a suitable alternate for Type 30 Cap Sheets. Flex I -Glas,
Premium Mex I-Glas or P1ex-I -Glas FR Base Sheet is a suitable alternate for the
G2 glass base and the Type 15 All - Weather/Empire base sheet
TTnless otherwise indicated, base sheets are mechanically fastened or spot
in place; ply and cap sheets are hot mopped in place.
Diamond base sheet is limited to le decks and combus-
title decks insulation
'Rua plies syp� may be utilized in place of one ply Type
•EPSS insulation followed by 1/2 in. cover board maybe in any of the
"YCf=" may be used in any of the following noruoarbustble deck
rod systems and, where indicated, in combustible roof deck systems.
APP" may be utilized f i any of the following systems that cot Lain
"Flintlastic Ultra Poly SMS" may be used is lieu of "Poly SMS Base" in all
$:
x to Tipe G2 base sheets includes °Channel-Vent GB".
"FlintBoard Iso , "FlintBoard Iso Cold °, "FlintBoard Iso-T" or'gliritBoard
Iso Plus", may be used wherever 7� orate insulations ;
ASPHALT FELT {� HOT ROOFING T
Class A
Deck NC Incline: 3
Base Sheet Type G2 Glasbase.
Ply Sheet Type G1 Flintglas or Type G2 Glasbase
Surfacing: Gravel or. slag.
Decic C- 15/16° Jerkin 1/2
"All joints blocked.
Base Sheet Two layers Type G2 " Glasbase" base sheet or Type G-1
"Flintglas Ply Sheet ".
Surfacing: Type G3 "Flintglas Mineral Surfaced".
3. Deck NC Incline: 3
Base Sheet Two layers Type 15 All Weather/Empire.
Surfacing: Gravel or slag.
Deck NC Inclines 3
Insulations Polyisocyanurate, mechanically fastened or hot mopped,
any thickness.
Base Sheet Two to five plies Type 15 asphalt organic or Type G2 asphalt
glass hot mopped.
Surfacing,. Gravel.
Deck C 15/32 Incline: 3
Insulation: Polyisocyanurate 1 in. min., mechanically fastened or hot
Base Sheet Three plies Type roofing saaturated organic felt (perfo-
rated) hot mopped with
Surfacing: GraveL
6. Deck C -15/32
Jnrlinm 3
Vapor Retarder (Optional): Type G2 " Glasbase" or UL Classified vapor
retarder.
Insulation (Optional): One or more layers or combination of the
following: Polyisocyanurate, perlite, glass fiber or wood fiber, any
Base Sheet Type G2 " Glasbase" base sheet.
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU)— Continued
Ply Sheets Two to three layers of Type G1 "Flintglas" ply sheet
G-2 " Glasbase" base sheet.
Surfacing: Gravel or slag.
7. Decic C -15/32 Incline: 3 •
Vapor Retarder ( Optional): Type G2 " Glasbase" or UL Classifies
retarder.
Insulation (Optional): One or more layers or combination
following: Polyisocyanurate, perlite, glass fiber or wood fib
ow
Membrane: Three or four layers of Type G1 "Flintglas" ply shi
Surfacing: Gravel or slag.
8. Deck C -15/32 Incline: 1
.
Vapor Retarder (Optional): Type G2 " Glasbase" or UL Classifier
Insulation (Optional): One or more layers or combination
following: Polyisocyanurate, perlite, glass fiber or wood fiber.
Base Sheet One layer Type G2 " Glasbase" base sheet.
Ply Sheets: Two layers Type G1 "Flintglas" ply sheet.
Cap Sheet: One layer Type G3 "Flintglas" cap sheet.
9. Decc NC Incline:1 /2
Insulation (Optional): One or more layers or combination
following: Johns Manville "ENRGY 2 ", polyisocyanurate, perlit
fiber or wood fiber, any thickness.
Base Sheet Two layers Type G2 " Glasbase" base sheet or T
"Flintglas Ply Sheet".
Surfacing: Type G3 "Flintglas Mineral Surfaced ".
10. Deck C- 15/16• Jarli•w, 1/2
*All joints blocked.
Insulation (Optional): One or more layers polyisocyanurate, 2
wood fiber, 1 in. min, perlite, 3/4 in. min, glass fiber, 15/16 in.
Base Sheet Two layers Type G2 " Glasbase" base sheet or T
"Flintglas Ply Sheet".
Surfacing: Type G3 "Flintglas Mineral Surfaced ".
° U. Deck C -15/32 Inclines 3
Insulation (Optional): Any thickness, one or more layers or cc
lions (optional of "Hy -Therm AP", "Hy -Therm TAPERED", "Hy
° COMPOSITE ", "Celo-Therm" "HY Tec (Energy- LOk) ", "TS
wood fiber or glass fiber, mechanically fastened or hot mopped
Base Sheet Type 15 asphalt organic felt, or "Glassbase Base
nailed or hot mopped.
Ply Sheets Mm three plies Type 15 perforated asphalt orga
"Flintglas Type VI Premium Ply Sheet ", "Flintglas Type IV Ply
�
Surfacing Gravel or slag.
12. Decic NC Incline 2
Insulation (Optional): Any thickness, one or more layers or a
lions (optional) of "Hy -Therm AP", "Hy- Therm TAPERED", "Hy
COMPOSITE", "Celo-Therm ", "HY Tec (Energy- LOK) ", wood
glass fiber, mechanically fastened or hot mopped.
Base Sheet Type G2 " Glassbase Base Sheet", Type G1 "Flintgl
VI Premium Ply Sheet" or "Flintglas Type IV Ply Sheet".
Ply Sheet Mm one ply Type Gi, "Flintglas Type VI Premi
Sheet" or "Flintglas Type IV Ply Sheet", hot mopped.
Surfacing Type G3 cap sheet, "Flintglas Mineral Surfaced Cap
hot mopped.
Class B a a
L Deck C -15/32 Incline 1/2
Base Sheet Two layers Type 15 "Ali Weather/Empire ".
Surfacing: Type G3 "Flintglas Mineral Surfaced".
2. Deck C -15/32 Jnrlin . 3/4
Vapor Retarder (Optional): Type G2 " Glasbase" or UL Classifie
retarder.
Insulation (Optional): One or snore layers or combination
following. Polyisocyanurate, perlite, glass fiber or wood fiber.
Base Sheet One layer Type G2 " Glasbase" base sheet.
Ply Sheets One layer Type G1 "Flintglas" ply sheet.
- Cap Sheet One layer Type G3 "Flintglas" cap sheet.
3. Deck NC Incline 1
. Insulation (Optional): Isocyanurate, wood fiber, glass fiber, 2:
mechanically fastened.
Base Sheet One or more plies Type G2, hot mopped or mech
fastened.
Ply Sheet One or more plies Type Gl, "Ply IV" or "Ply I
mopped or mechanically fastened.
LOOK FOR THE UL MARK ON PRODUCT