RF-09-561r
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 110743
Permit Number: RF- 4- 09.561
Scheduled Inspection Date: April 29, 2009
Inspector:. Rodriguez, Jorge
Owner: SHULMAN, STEVEN
Job Address: 471 NE 101 Street
Miami Shores, FL 33138 -2448
Project: <NONE>
Contractor: ISAACS ROOFING & INSULATION CORP
Permit Type: Roof
Inspection Type: Roof Rartiew
Work Classification: Flat
Phone Number
arcel Number 1132060170680
Phone: (305)234 -5234
Building Department Comments
Infraction Passed Comments
OWNER'S NOTIFICATION
HVHZ ROOF APPLICATION
PRODUCT APP
ROOF MITIGiig ! ORMS
12%
False
False
False
False
Passed
—l�
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
4,/ G
4‘151111 kcal.
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 7952204 Fax: (305) 756.8972
BUILDING
PERMIT APPOCATION
FBC 2004
Permit Type (circle):
MOMEWrfiri
APR 0 71009 I
BY.. -- -- �es_a_:_.e.e_.
Permit No. V
Master Permit No.
Building Electrical Plumbing Mechanical Roofmg
Owner's Name (Fee Simpl Titleholder) - -FE,)C .S .,`ebl.�g
Owner's Address 1-1,11 C 1."0‘.
— -
City i1� I ,_ State IR
Tenant/Lessee Name
Phone #
Zip
Phone #
Job Address (where the wok is being done)
City Miami Shores Village County Miami -Dade
FOLIO / PARCEL #
Zip
Is Building Historically Designated YES NO
Contractor's Company Nai ie gk C.S , 9
Contractor's Address 0(24S s(A) 1S-1 s ( !-
City M i Arent State
Qualifier Name A1440, GA) A7....AACZ
State Certificate or Registration No. e e, -z-sg.
Architect/Engineer's Name (if applicable)
Value of Work For this Permit $
Type of Work: ['Addition
Describe Work:
Phone it Z_711)
Zip
Phone #
Certificate of Competency No.
['Alteration
Phone #
Square / Linear Footage Of Work: 80co S 7-FT
['New
Er- Repair/Replace [' Demolition
* * ** feet ** ****1** ** * *** ******** *** **
Submittal Fee $ t7in )) Permit Fee $
Notary $ '5 -OD T ining/Education Fee $
Scanning $ q -c Radon $
Bond $ Code Enforcement $
Structural Review. $
** Feeess****** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
p: CCF$a
i-on Technology Fee $
Zoning $
DPBR $
Double Fee $
a
Total Fee Now Due $ 4`: �C�; a ,, s
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 itiw brochure will be delivered to the person
whose property is subj ct to attachment. Also a cfc fied copy of the recorded notice of commencement must be posted at the job site
for the first inspecti. whit j occurs seven �%) du after the building permit is issued In the absence of such posted notice, the
inspection will not be .pro / ed and a reinsp �1 do f e will be charged
i /
Signature
The foregoing ins
day o
who .
Owner or Agent
ent was a
owledged bme�this
--
fig ,
personall known to me or who has produced �%
N1
. i • IU . ) 4. ; s identifirafinn and wht .i;�7 roLo
NOT
Sign:
Print:
PUBLIC:
My Commission Expires:
APPLICATION APPROVED BY:
(Revised 02/08/06)
Signature �--
Contractor
The fore:o r g instrument was acknow%, ledged b pre me this ilit/ ,
day of ' �. 't g,.�� 21 by /6
whopersonally known me or who has produced
as identification and who did take an oath.
NOT PUBLIC:
My Commission Expires:
` ;,;y`t1 .
*** * * ** * * ** **** * * * * * **, ter** ** * ** *** ** * * ** * ** * **** *t r * * * * * * * * * * * **
v
Plans Examiner
Engineer
Zoning
NU I ICE OF COMMENCEMENT
A RECORDED COPT MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
\\'' 0
PERMIT NO. l W l TAX FOLIO NO.
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: ( u6 I)J ST
(ni e9 -•z7.3 Sii,® ,,,5 .
CSI'`( �1�1if 1111110
CFN 2009R0282210
OR Bk 26833 Ps 11731 Ups)
RECORDED 04/1712009 15:24:59
HARVEY RUM, CLERK. OF COURT
MI AMI -DADE COMM FLORIDA
LAST PAGE
2. Description of improvement: F-1 -�O� -((,e �[ -ro
3. Owner(s) name and address: S crcoJ I;Jm. J
4'7 ( & t o I S7- • Alb sit J' A..490-sS
Interest in property:
Name and address of fee simple titleholder.
4. Contractor's name and address: .S C /s)c2)
92 S- c,.) lS ^2 37.
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address:
' 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., lorida Statutes,
Name and address:
8. In addition to himself, Owners designates the following person(s) to receive a,copy of the Uenor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Ex ..• n date of
differ :�i1 date is snec
Sig ature of Owner
Pri it Owner's Name
.d
of Commencement: (the expiration date is 1 year from the date of recording unless a
S��crG� (S-h ✓/✓14^)
Swom to and subscribed before me this I' day of iQ •; '' , 2001.
Notary Public
Print Notary's Nam
My commission expires:
123.01-52 PAGE 4 5/05
Prepared by 4/„4ir3Ca'�-
Address: gzgs 5 c-4) /51 Si.
//414') Skart -CS - t�
STATE OF FLORIDA, COUNTY OF DA! �E
1HE'i=BY CERTIFY that Boisis Qpyo;tfe
origi 1 e n ti s once on 1 I rte'
iii :�� A020
• , erd(f oia!Seal.
®yRf', � 1, r,`�;1C_of^Ms;uiY .d
Courts
D.C.
Ift0OF ASSEMBUES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
ow lope
❑ Asphaltic
. Shingles
ROOF CATEGORY
❑ Mechanically Fastened Tile
Metal Panel/Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof eroofing ❑ Recovering
ROOF SYSTEM
INFORMATION
❑ Mortar /Adh
❑ Wood Shin
❑ Repair 0
11) JZ CO3 TEWIE1
APR 0 7 2009 DJ
Cq-
Low Slope Roof Area (SF) (jpc Steep Sloped Roof Area (SF) Total (SF) ey5O
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.
MEM
NM _1=111
11■
NNE num
111 11
Isimoran
Numalirammi
15.32
Form AB -328 (page 4 of 9) Rev. 2/08
FLORIDA BUILDING CODE — BUILDING
W
o
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATION;
a
Pa6RMIT #:e
iamihops Villa
t Tice
m
kes
:era
API$ROVED
ZONING DEPT
1 BLDG DEPT
Low Slope Roof Area (SF) (jpc Steep Sloped Roof Area (SF) Total (SF) ey5O
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.
MEM
NM _1=111
11■
NNE num
111 11
Isimoran
Numalirammi
15.32
Form AB -328 (page 4 of 9) Rev. 2/08
FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High - Velocity Hurricane Zone Uniform Permit Application Form.
Surfacing: L 1 k- •
Fastener Spacing for Anchor /Base Sheet Attachment:
$ "
q�
Field: l� " oc @ Lap, # Rows Z. @ oc
Perimeter: 1E2 oc @ Lap, # Rowsg @ " oc
Corner: ! " oc @ Lap, # Rows Q_ @ 4 " oc
Number of Fa teners Per Insulation Board:
Section C (Low Slope Application)
Fill in specific roof assembly components
and identify manufacturer
(If a component is not used, identify as "NA ")
System Manufacturer: ����� ��'
Product Approval No.: Q? > OAP P ° f°
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1: WI. Z Pmax2: b Z Pmax3: .3
Max. Design Pressure, from the specific Product
Approval system: e0C°
Deck:
Type :' 00t) -
Gauge/Thickness: 1 a
Slope:
Anchor/Base Sheet & No. of Ply(s): (4 t0:L?L
Anchor/Base Sheet Fastener/Bonding Material: °
Lehi" {2ie5� SkAr114- yp $'
/ (.G
3 5a
/v
Insulation Base Layer:
Base Insulation Size and Thickness:
Base Insulati n Fi,stener /Bonding Material:
PI.® Moe ® 1
Top Insulation Layer: `r0pG S� `'Gr`—LAI,
Top Insulation Size and Thickness: . I I1
Top Insulation Fastener/Bonding Material:
VvoTAsp ix. fel k °
Base Sheet(s) & No. of Ply(s): /� I° vOA S LANs
Base Sheet Fastener /Boning Material:
ETA oeoE7
Atsr
Field Perimeter Corner
Illustrate Components Noted and Details as
Applicable:
Woodblocking, Gutter, Edge Termination, Stripping, Flashing;
Continuous Cleat, Cant Strip, Base Flashing, Counter -
Flashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material Thickness, Fastener
Type, Fastener Spacing or Submit
U
`�
cwitzo
cpu
PIy Sheet(s) & No. of Ply(s): 1 :Pt
—
Ply Sheet Fastener/Bonding `Materia�l. b 44
Top Pty:
Top PIy FastenerBo ding Material:
FLORIDA BUILDING CODE — BUILDING
2Aca -t
FASeSry•o 12:kc:c-
(Al ttfa
—raire,<-v
so 1404D,
66 sb
FT .
°
Parapet
_Height _ �
LO
Mean
Roof
Height
15.33
1
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 industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor. The owner's initial in the designated space indicates that the item has been explained.
Aesthetics- Workmanship; the workmanship provisions of Section R4402 are
for the purpose of providing that the roof system meets the wind resistance and water
instruction performance standards. Aesthetics (appearance) are not a consideration with
respect to workmanship provisions. Aesthetic issues such as color or architectural
appearance, that are not part of a zoning code, should be addressed as part of the agreement
between the owner and the contractor.
2. --- Renailing wood decks: When replacing roofing, the existing wood roof deck
may have to be renailed in accordance with the current provisions of Section R4403. (The
roof deck is usually concealed prior to removing the existing roof system).
ommon roofs: Common roofs are those which have no visible delineation
between neighboring units (i.e., 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.
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 nail penetration of the underside of the decking may not be
acceptable. The provides the option of maintaining the appearance.
Ponding water: The current roof system and/or deck of the building may not
drain well and may cause water to pond (accumulate) in low -lying areas of the roof.
Ponding can be an indication of structural distress and may requiie the review of a
professional structural engineer. Ponding may shorten the life expectancy and performance
of the new roofing system. Ponding conditions may not be evident until the original roofing
system is removed. Ponding conditions should be corrected.
OvOverflow scuppers (wall outlets): It is required that rainwater flow off so that
the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof
extension may block this discharge if overflow scuppers (wall outlets) are not provided. It
may be necessary to install overflow scuppers in accordance with the requirements of
Sections R4402, R4403 and R4413.
entilation: Most roof structures should have some ability to vent natural
airflow through the interior of the structure assembly (the building itself). The existing
amount of attic ventilation shall not be reduced. It may be beneficial to consider additional
venting which can result in extending the service life of the roof.
Owner /Agent's Signature Date
Contractor Signature Date
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
CertainTeed Corporation (PA)
1400 Union Meeting Road
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 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 Modified Bitumen Roofing 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 revises NOA No. 08- 0227.09 and consists of pages 1 through 38.
The submitted documentation was reviewed by Jorge L. Acebo,
NOA No.: 08- 0410.09
Expiration Date: 06/19/13
Approval Date: 11/20/08
Page 1 of 38
ROOFING ASSEMBLY APPROVAL
Category:
Sub- Category:
Deck Type:
Maximum Design Pressure
Roofing
APP /SBS Modified Bitumen
Wood
-60 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
All Weather/Empire Base
Sheet
Flex- I -G1asTM Base Sheet
Flex- I -G1asTM FR Base
Sheet
Flintglas® Ply Sheet Type
IV or VI
Flintlastic STA
STA Plus 5.0
Flintlastic GTA, GTA -FR
or Flintlastic Diamond GTA
Flintlastic GTS
Flintlastic GMS,
GMS Premium
Flintlastic FR,
FR -P Premium
Flintlastic FR Cap Sheet
Dimensions
36 "x65'10';
Roll weight: 86 lbs.
(2 squares)
36" x 98'9 "; Roll
weight: 90 lbs.
(3 squares)
39 3/8" x 50'; Roll
weight: 90 lbs.
(1.5 squares)
36" x 164'7 "; Roll
weight: 40/55 lbs.
(5 squares)
39 3/8" x 33'; Roll
weight: 90 lbs.
(1 square)
39 3/8" x 33' 3"; Roll
weight: 105 lbs.
(1 square)
39 3/8" x 24'9 "; Roll
weight: 92 lbs.
(% square)
39 3/8" x 34' 2"; Roll
weight 100/105 lbs.
(1 square)
39 3/8" x 34' 2 "; Roll
weight: 105 lbs.
(1 square)
39 3/8" x 34' 2 "; Roll
weight: 90 lbs.
(1 square)
Test
Specification
ASTM D 4601
Type II
UL Type 15
UL Type G2
ASTM D 4601,
type 11
UL Type G2
ASTM D 4601,
type II
ASTM D 2178
Type IV or VI
UL Type 01
ASTM D 6222,
Grade S, Type II
ASTM D 6222,
Grade G, Type II
ASTM D 6164,
Grade G, Type II
ASTM D 6164,
Grade G, Type II
ASTM D 6164,
Grade G, Type I
ASTM D 6163,
Grade G, Type I
Product
Description
Asphalt coated, fiberglass
reinforced base sheet.
Modified Bitumen coated
fiberglass base sheet.
Modified Bitumen coated
fiberglass base sheet.
Fiberglass, asphalt impregnated ply
sheet.
Smooth surfaced APP Modified
Bitumen membrane with non-
woven polyester mat reinforcement
for torch application.
Granule surfaced APP Modified
Bitumen membrane with non-
woven polyester mat reinforcement
for torch application.
Granule surfaced SBS Modified
Bitumen membrane with non-
woven polyester mat reinforcement
for torch application.
Granule surfaced SBS Modified
Bitumen membrane with non-
woven polyester mat reinforcement
for mop application.
Fire resistant, granule surfaced
SBS Modified Bitumen Membrane
with non -woven polyester mat
reinforcement for mop application.
Fire resistant, granule surfaced
SBS Modified Bitumen membrane
with fiberglass mat reinforcement
for mop applications.
NOA No.: 08- 0410.09
Expiration Date: 06 /19/13
Approval Date: 11/20/08
Page 2 of 38
Flintlastic FR Cap T
Flintlastic FR Base T
Flintlastic FR Cap CoolStar
Flintlastic FR Cap T
CoolStar
Flintlastic GTA, GTA -FR
CoolStar or Flintlastic
Diamond GTA CoolStar
Flintlastic GTS CoolStar
Flintlastic GMS /GMS
Premium CoolStar
Flintlastic FR -P/FR P
Premium CoolStar
Flexiglas Premium Cap 960
CoolStar
Flexiglas Premium Cap 960
APPROVED]
39 -3/8" x 34'2 "; Roll
weight: 811bs.
(1 square)
39 -3/8" x 33'; Roll
Weight: 811bs.
(1.0 squares)
39 3/ .." . ; Koll
weight: 90 lbs.
(1 square)
39 3/g" x 34' 2 "; Roll
weight: 90 lbs.
(1 square)
39 3/8" x 33' 3"; Roll
weight: 105 lbs.
(1 square)
39 3/8" x 24'9"; Roll
weight: 92 lbs.
(3/4 square)
39 3/8" x 34' 2 "; Roll
weight: 100/105 lbs.
(I square)
39 3/$" x 34' 2"; Roll
weight: 105 lbs.
(1 square)
36" x 34'6"
(1 square)
36" x 34'6"
(1 square)
ASTM D6163 Granule surfaced SBS Modified
Bitumen membrane with fiberglass
mat reinforcement for torch
application.
ASTM D6163 Modified Bitumen, coated
fiberglass base sheet for torch
application.
Ao 1 iri i) A163 Fire resistant, granule surfaced
'
'13S Modified Bitumen membrane
wits, .:',°rglass mat reinforcement
for mop ann ications..:_ 'red
with reflecij, CoolStar Coatin.
ASTM D 6163 Fire resistant, granule surfaces:
SBS Modified Bitumen membrane
with fiberglass mat reinforcement
for mop applications. Covered
with reflective CoolStar Coating.
ASTM D 6222 Granule surfaced, APP Modified
Bitumen membrane with non-
woven polyester mat reinforcement
for torch application. Covered
with reflective CoolStar Coating.
ASTM D 6164 Granule surfaced, SBS Modified
Bitumen membrane with non-
woven polyester mat reinforcement
for torch application. Covered
with reflective CoolStar Coating.
ASTM D 6164 Granule surfaced SBS Modified
Bitumen membrane with non-
woven polyester mat reinforcement
for mop application. Covered with
reflective CoolStar Coating.
ASTM D 6164 Fire resistant, granule surfaced
SBS Modified Bitumen Membrane
with non -woven polyester mat
reinforcement for mop application.
Covered with reflective CoolStar
Coating. Covered with reflective
CoolStar Coating.
ASTM D 6163, Granule surfaced SBS Modified
Grade G, Type 1 Bitumen membrane with fiberglass
mat reinforcement for mop
application. Covered with
reflective CoolStar Coating.
ASTM D 6163, Granule surfaced SBS Modified
Grade G, Type 1 Bitumen membrane with fiberglass
mat reinforcement for mop
applications.
NOA No.: 08- 0410.09
Expiration Date: 06 /19/13
Approval Date: 11/20/08
Page 3 of 38
Ultra Poly SMS
GlasBaseTM Base Sheet
PoIySMS Base Sheet
Yosemite Buffer Base
Sheet
Black DiamondTM Base
Sheet
Flintglaso Mineral
Surfaced Cap. Sheet
Flintglas® Mineral
Surfaced Cap CoolStar
36" x 64'4"
(2 squares)
36" x 98'9"; Roll
weight: 69 lbs.
(3 squares)
39 3/8" x 64' 4"; Roll
weight: 90 lbs.
(2 squares)
36" x 32'10"; Roll
weight: 90 lbs.
(1 square)
36" x 68'7"; Roll
weight: 78 lbs.
(2 squares)
36" X 32'10 "; Roll
Weight 78 Ibs.
(1 square)
36 "X32'10' ;Roll
Weight: 78 lbs.
(1 square)
ASTM D 6164,
Grade S, Type I
ASTM D 4601
UL Type G2
ASTM D 6164
ASTM D 3909
ASTM D 4897
UL Type 30
ASTM D 1970
ASTM D 3909
ASTM D 3909
Smooth surfaced SBS Modified
Bitumen Membrane with non-
woven polyester mat reinforcement
for mop applications.
Asphalt coated, fiberglass base
sheet.
Modified Bitumen coated polyester
base sheet.
Mineral Surfaced fiberglass
reinforced buffer sheet.
Self- adhering fiberglass reinforced
modified bitumen 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.
NOA No.: 08- 0410.09
Expiration Date: 06/19/13
Approval Date: 11/20/08
Page 4 of 38
APPROVED INSULATIONS:
Product Name
FlintBoard ISO
ACFoam II
ISO 95+
High Density Wood Fiberboard
Perlite Insulation
Dens Deck, Dens Deck Prime
H- Shield
ENRGY -3, UltraGard Gold, PSI -25
Fesco Board
Multi -Max, FA
APPROVED FASTENERS:
Fastener Product
Number Name
1. #12 & #14 Dekfast
Fastener
2. Dekfast Hex Plate
3. Olympic Fastener #12
& #14
4. Olympic Standard
5. Insul -Fixx Fastener
6. Insul -Fixx S Plate
7. Tru -Fast Fasteners
8. Tru -Fast MP -3
9. Tru -Fast Plates
10. Tru-Fast Plates
TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Wood fiber insulation board
Perlite insulation board
Water resistant gypsum board
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Expanded mineral fiber insulation
Polyisocyanurate foam insulation
TABLE 3
Product
Description Dimensions
Insulation fastener
Galvalume AZ50 steel plate 2'/8" x 3 '/4"
Insulation fastener
3" round galvalume AZ50 3" round
steel plate
Insulation fastener for steel
and wood decks
Galvalume AZ50 steel plate 3" round
Insulation fastener for wood
and steel decks
Galvalume AZ50 steel plate 3" round
Galvalume AZ55 steel plate 3" round
Polyethylene plastic plate 3" round
Manufacturer
(With Current NOA)
CertainTeed
Atlas Energy Products
Firestone Building
Products, Inc.
generic
generic
G -P Gypsum Corp.
Hunter Panels
Johns Manville
Johns Manville
RMax, Inc.
Manufacturer
(With Current NOA)
SFS Intec
SFS Intec
OMG
OMG
SFS Intec
SFS Intec
The Tru -Fast Corp.
The Tru -Fast Corp.
The Tru-Fast Corp.
The Tru-Fast Corp.
NOA No.: 08- 0410.09
Expiration Date: 06/19/13
Approval Date: 11/20/08
Page 5 of 38
EVIDENCE SUBM TTED:
Test Aeencv
Applied Research Laboratories
Factory Mutual Research Corporation
Underwriters Laboratories, Inc.
United States Testing Company,
Momentum Technologies, Inc.
TrinitylERD
Name
Physical Properties
Current Insulation
Fastening Requirements
TAS 114 /(FMRC 4470)
UL 790
ASTM D 5147
ASTM D 4601
ASTM D 3909/ D 4897
TAS 114 (J)
TAS 114 (J)
TAS 114 (J)/TAS 117 (B)
TAS 117(B)
TAS 117 (B)
TAS 114 (H)
FM 4470, TAS 114
FM 4470, TAS 114
TAS 117 (B)
ASTM Requirements
Report Date
28013 06/02/87
FMRC 1994 01/01/95
J.I. #3Y8A1.AM 03/23/96
R11656 07/13/87
97457 -4 06/03/88
AX31G8D 09/05/08
AX31 G8C 09/05/08
43507.08.99 -1 04/18/01
#3514.02LAB 11/11/02
#3515.07.03 07/22/03
3503.10.06 10 /10/06
06490.04.07-RI 06/27/07
Letter 04/05/06
3533.01.06 01/06/06
3521.07.04 07/29/04
C8500SC.11.07 11/30/07
C10080.09.08 09/04/08
NOA No.: 08- 0410.09
Expiration Date: 06/19/13
Approval Date: 11/20/08
Page 6 of 38
Membrane Type: SBS MODIFIED
Deck Type II: Wood, Insulated
Deck Description: Minimum 19/32" thick plywood attached using approved nails spaced 4" o.c. at
wood joists spaced maximum 24" o. c.
System Type A(6): Anchor sheet mechanically fastened; all layer of insulation adhered with approved
asphalt.
All General and System Limitations apply.
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
(Table 3) Density /ft2
ACFoam -H, UltraGard Gold, ENRGY -3, PSI -25, FlintBoard ISO, H- Shield
Minimum 1.5" thick N/A N/A
Perlite
Minimum 3/4" thick N/A N/A
High Density Wood Fiberboard
Minimum V2" thick N/A N/A
Dens -Deck, Dens -Deck Prime
Minimum 1/4" thick N/A N /A.
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt
within the EVT range and at a rate of 20-40 lbs /100 ft2. Please refer to Roofing Application
Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only
as base layers with a second layer of approved top layer insulation installed as the final membrane
substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate
side facing down.
Anchor Sheet: One ply of All Weather/Empire Base Sheet, GlasBase or Flintglas Premium Ply
Sheet (Type VI) mechanically attached as detailed below.
Fastening: Anchor 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.
Base Sheet: One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas Base, Flex -I
Glas Base, Flex -I Glas FR Base or Poly SMS base adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20- 401bs. /sq.
Ply Sheet: (Optional) One or more plies of Flintglas Ply Sheet (Type IV) or Flintglas
P em' - (<T1pe.VfiJ-adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20- 401bs. /sq. or one ply of Black
Diamond Base Sheet (for use with a torched cap sheet only) self adhered.
NOA No.: 08- 0410.09
Expiration Date: 06/19/13
Approval Date: 11/20/08
Page 13 of 38
Membrane:
Surfacing:
One ply of Flintlastic GMS, Flintlastic GMS CoolStar, Flintlastic Premium GMS,
Flintlastic Premium GMS CoolStar, Flintlastic FR -P, Flintlastic FR -P CoolStar,
Flintlastic Premium FR -P, Flintlastic Premium FR -P CoolStar, Flintlastic FR Cap
sheet, Flintlastic FR Cap Sheet CoolStar, Flexiglas Premium Cap 960, Ultra Poly
SMS, Flintglas Mineral Surfaced Cap Sheet or Flintglas Mineral Surfaced Cap
Sheet Cool Star adhered to base /ply sheet with approved mopping asphalt applied
within the EVT range and at a rate of 20 to 401bsisq. or Flintlastic GTS,
Flintlastic GTS CoolStar, Flintlastic FR Cap T or Flintlastic FR Cap T CoolStar
torch adhered to base /ply sheet.
(Optional) Install one of the following:
1. 400- 1b. /sq. gravel or 300- 1b. /sq. slag in a flood coat of approved mopping
asphalt at an application rate of 601b.sq.
2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520
Aluminum or Grundy AL MB at an application rate of 1Y2 gal. /sq.
Maximum Design
Pressure: - 60psf. (See General Limitation #7)
NOA No.: 08- 0410.09
Expiration Date: 06/19/13
Approval Date: 11/20/08
Page 14 of 38
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 LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofmg 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- 40lbs.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 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 Ibs.sq.
Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as
field- tested, are below 275 lbf insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on
a minimum fastener resistance value in conjunction with the maximum design value listed within a
specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered
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 Roofmg Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed
by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant
(When this limitation is specifically referred within this NOA, General Limitation #9 will not be
applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall
conform to 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.)
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.: 08- 0410.09
Expiration Date: 06/19/13
Approval Date: 11/20/08
Page 38 of 38
100
04/07/2009 68:46
3057518579 ABC MIAMI
2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY
- -e
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU)— Continued
Membrane: "Flintlastic STA ", "Flintlastic STA Plus ", "GTA ", "GTA
Black Diamond' or "GTA White Diamond ", hot fused in place.
13. Deck: NC . Tndine:1 /4
Insulation: Polyisocyanurate, glass fiber, perlite, wine) fiber, 3 in. max,
mechanically fastened.
Base Slteek "Poly SMS Base Sheet ", mechanically fastened or adhered
with hot roofing asphalt
Ply Sheet: "Poly SMS Base Sheet", adhered with hot roofing asphalt.
Membrane: "Flintlastic GMS ", adhered with hot roofing asphalt.
Surfacing: Gravel.
Class B - Ballasted
1. Deck NC Incline: 2
Insulation: Glass fiber, perlite, wood fiber, 24/2 in. max, mechanically
fastened or adhered with hot roofing asphalt.
Base Sheet: Type G2, mechanically fastened or adhered with hot
roofing asphalt.
Membranes "Flintlastic GMS ", "CMS Premium ", adhered with hot
roofing asphalt
Surfacing Gravel.
2. Deck: C -15/32 Incline 1/2
Insulation: Glass films perlite, wood fiber, 3/4 to 2 -1/2 in., joint in
' insulation must be offset 6 M. from joints in deck, mechanically fastened.
Base Sheet Type GE mechanically . fastened or adhered with hot
roofing asphalt.
Membrane: "Flintlastic STA ", "Flintlastic STA Plus ", "GTA ", "GTA
Black Diamond" or "GTA White Diamond ", heat fused.
Surfacb g Gravel.
3. Deck. C -15/32 Incline: 1/4
Base Sheet Type GE mechanically fastened.
Membrane ' "Flintlaatie STA ", "Flirttlastic STA Plus ", "GTA ", "GTA
Black Diamond" or "GTA White Diamond ", heat fused..
Surfacing: Gravel, •
4. Deck C- 15/32• Incline: 1
"Atl
joints blocked with 2x4's.
Base Sheets Type G2, nailed,
Membrane: "Plintlastic GMS ", "GMS Premium ", adhered with hot
roofing asphalt.
Surfacing Gravel.
5. Deck C -15/32 Incline: 1/4
Insulation: Celot "Hy -Tee ", 2 in. ?rein. joints in insulation must be
offset 6 M. from joints in deck, mechanically fastened.
Base Sheet Type G2, mechanically fastened or adhered with hot
roofing asphalt,
. •Membrane:. "Flintlastic GMS", "GMS Premium ", adhered with hot
roofing asphalt.
Surfacing; Gravel.
6. Deck C -]5/32 Incline: 1 /4
insulation: Celotex "Hy Ter ", 2 in min, joints in insulation must be
offset 6 in. from joints in deck, mechanically fastened,
Base Sheet Type G2, mechanically fastened or adhered with hot
roofing asphalt.
Membrane: "Plintlastic STA,', "Flintlastic STA Plus ", "GTA ", "GTA
Black Diamond" or "GTA APP White Diamond ", heat fused.
$urfadng: Gravel.
Class A - FuIIy Adhered
In lieu of anv membrane or membrane/surfacing shown below, "Flintlastic
Ultra Poly SMS ", covered with gravel, may be utilized.
I. Deck: NC Indine 1
Vapor Retarder (Optional) Type G2 "Glasbas2" base sheet or UL
Classified vapor retarder.
Insulation (Optional): One or more layers or combination of the
following: UltraGard Premier, polyiaocyenurate, perlite, glass fiber nr
wood fiber insulation.
Base Sheet, One layer Type G2 "Glasbase" base sheet
Membrane: One layer "Plintlastic GTA ( -3/4 sq or -1 sq), GTS"
(modified bitumen), heat fused or "Plintlastic GMS ", hot mopped.
Surfacing: APOC "No. 212 Fibrated Aluminum ", at 1 -1 /2 gal. lfltl sq /ft.
2. pecks NC Incline: 3/4
Vapor Retarder (Optional)_ Type G2 " Glasbase" base sheet nr UL
Classified vapor retarder.
Insulation (Optional): On' or more layers or combination of the
following; Ultragard Premier. polyisocyanura +e, perlite, glass fiber or
wood fiber insulation,
Base Sheet One Layer of Type C;2 "Glasbase" base sheet.
4.
5,
6.
7.
8.
9.
1Q.
11,
PAGE 01/01
ROOF COVERING MATERIALS (TEV)
Roofing Systems (TGFU)— Cir+ttinued
Membrane: One layer of "Flintlastic STA (modified bitumen), heat
fused.
Surfacing: Karnak "No. 97 Tibrated Aluminum ", at 1-1/2 gal. per 100
KM.
Deck: C -15/32 Inclines 1/2
Insvtatioe (Optional): Schuller International "U]traGard Premier"
polyieocyanurate, wood fiberboard, perlite, fiberglass, isocyanurate. any
thickness.
Base Sheet One or more plies of "Glasbase "; hot mopped or mecharti-
cally fastened.
Membrane: One ply of "Plintlestic FR" (modified bitumen), hot
mopped in place
Deck NC Incline: 1/2
Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, hot
mopped or mechanically fastened, any thickness.
Base Sheet: Type G2, mechanically fastened or hot mopped.
Membranes "Flintlastic GTA or STA ", heat fused.
Surfacing: Henry Co. "Henry 52a Aluminum ", applied at 1 -1/2 gal /a4.
1?ecks NC Incline: 1/4
Insulation (Optional); Glass fiber, perlite or wood fiber board.
Ply Sheet Type G2, mechanically fastened.
Membrane: "Plintlastic STA ", "Flintlastic STA Plus ", "GTA ", "GTA
Black Diamond" or "GTA White Diamond ", heat fused.
Surfacing Karnak Cherisical Corp. "Karnak No. 97", 1 gal /eq.
Deck NC inclines 1
Insulation: Polyisoeyanurate, glass fiber, perlite, wood fiber, mecharil -°
tally Fastened or adhered with hot roofing asphalt, any thickness.
Base Sheets Type G2, mechanically fastened or adhered with hot
roofing asphalt.
Membranes "Flintlastic GMS ", "GMS Premium ", adhered with hot
roofing asphalt..
Surfacing Karnak Chemical Corp. "Karnak No. 97 Fibrated Alumintun
Asphalt Roof Coating", 2 -1/2 gal /sq.
Deck: C- 15/32• • Indine:1
"A1i joints blocked with 2x4's.
Insulation: Glass fiber, perlite, 3/4 in. min, joint in insulation must be
offset 6 in, from joints in deck, mechanically fastened.
Base Sheet Type GE mechanically fastened or adhered with hot
roofing asphalt.
Membrane: "Flintlastic GMS", adhered with hot roofing asphalt
Surfadng Karnak Chemical Corp. "Karnak No. 97Fibrated Aluminum
Asphalt Roof Coating ", 2 -1/2 gal /sq.
Deck: NC Incline 1/2
Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, mechani-
cally fastened or adhered with hot roofing asphalt, any thickness.
Base Sheet Type G2; .mechanically fastened or adhered with hot
roofing asphalt.
Membrane: "Flintlastic STA ", "Flintlastic STA Pius ", "GTA ", "CIA
Black Diamond" or "GTA White Diamond ", heat used in place,
Surfacing Karnak Chemical'Corp. "Karnak No. 97 Fibrated Aluminum
Asphalt Roof Coating ", 3 gal /sq.
Deck: NC • Tncline 1
Insulation (Optional): Fertile, glass fiber, polyurethane, isocyanurate,
phenolic combination isocyanurate /perlite, polyurethane /perlite or
wood fiber, any thickness, hot mopped or nailed.
Membranes ' Flirtrlastic STA ", "CI.A" "GTA Black Diamond ". "Fan-
tastic GTA White Diamond ", "GMS", "GMS -5M ", "GMS Double Cover -
age" or "GMS Premium ", heat fused or hot mopped in place.
Surfacing: Grundy Industries, Inc. "al MB Aluminum Roof Coating" at
1 -2 goI /sq.
Deck C -15/32 Incline:1 /4
Insulation (Optional): Any thickness po]yisocyaourate, glass fiber or
perlite, mechanically fastened, joints in insulation must be offset 6 in.
from joints in deck.
Base Sheet: Type G2 base /ply sheet, mechanically fastened or hot
mopped,
Ply Sheet: Type 02 base /ply sheet, mechanically fastened or hot
mopped.
Membrane: "Flintlastic STA ", "Flintlastic STA Plus ", "GTA. White
Diamond" or "CIA Sleek Diamond ".
Surfacing: Grundy's "el MB Aluminum Roof Coating" at ] to 2 gal /sq.
Deck NC Incline: 1/2
Insulation (Optional): Polyisocyorturate, glass fiber, partite, wood fiber,
any combination, any thickness, mechanically fastened.
LOOK FOR TltE UL MARK ON PRODUCT