RF-12-1946BUIL ING
PERMIT APPLICATION
FBC 20 Lt7
Permit Type: BUILDING
OWNER: Name (Fee Simple Titleholder): JJaV Ine 1 i ct L LC. Phone #:
Address: (49(O 41-4 W Inds r Lanf •
City: Efeo,eii State: 4. Zip: 3N4./
Tenant/Lessee Name: Phone #:
Email:
JOB ADDRESS: g t 0 5 ?arx /rive
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 No. iir----11-194(e
Master Permit No. ( ( -2060.
OCT 1 7 2012
City: Miami Shores
Folio/Parcel #: I I -3201D-0V-1- 13 So
Is the Building Historically Designated: Yes
County:
Miami Dade Zip:
NO ✓ Flood Zone:
CONTRACTOR: Company Name: Z { (V4 i7 t W ett PitC2OR N b Phone #:(BO6)(aZ31 tog, 3
Address: .25525 IA) . 5 CT'
City: T"1 AIC.CL 1 State: F. .
Qualifier Name: AtiIL '1 N typo S(TO
State Certification or Registration #: (?) 29 (00 3
Contact Phone #: Cam) 218 2,05
Email Address:
Zip: 3!Ott)
Phone #: ['C5)2 3 ZbO S
Certificate of Competency #:
anus Q 20,o -R•1g .Cem
Phone #:
DESIGNER: Architect/Engineer:
Value of Work for this Permit: $ (0) 50 0 .' Square/Linear Footage of Work:
Type of Work: ❑Address ❑Alteration New Ciitft epair/Replace
Description of Work:
❑Demolition
INStLL New T1 L 71 ua go f nt R.emo E Ana £iH
Ai 2oOF
COT OR THROLIGH RQOE TILE IS acknowledged by
LlSSt
*** xxxxx * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * ** *****'* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee $ Permit Fee $ 53 �� CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
r
Bonding Company's Name (if applicable)
N.
Bonding Company's Address
City Stag 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.
Signature
Owner or Agent Contractor
The fore oing instrument was acknowledged before me thy I S The foreg ing instrument was acknowledged before me this IS
day of , 20 12,'f by _ Maid() e(5 G h. , day of OCT , 20 IZ , by
who is pers pally known to e-or o has produced who is pe o ally known to me or o has produced
as identification and who did take an oath.
NOTARY PUBLIC:
us-fin
As identification and who did take an oath.
NOTARY PUBLIC:
ir'tir61
My Commission Expires:
Sign:
Print:
My Commission Expire
APPROVED BY ZecIee..„ Plans Examiner Zoning
Structural Review Clerk
(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10)
s
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
4-1144)
Inspection Number. INSP- 180129 Permit Number: RF -10-12 -1946
Scheduled Inspection Date: December 17, 2012
Inspector: Bruhn, Norman
Owner: LLC, DEVINELLA
Job Address: 9165 PARK Drive
Miami Shores, FL
Project <NONE>
Contractor: Z ROOFING INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile /Flat
Phone Number (305)785 -8990
Parcel Number 1132060141350
Building Department Comments
INSTALL NEW TILE ROOF AND REMOVE AND REPLACE
ROOF.
Infractlo Passed Comments
INSPECTOR COMMENTS
False
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
December 14, 2012
For Inspections please call: (305)7624949
Page 13 of 41
10/29/2012 11:50
13050000000
EAD1AJGTE
;THIS
PAGE 01
FIRST CLAS$
U.S. POSTAGE I
PAID
MIAMI, FL
PERMIT NO. 231
THIS IS NOT A BILL - DO NOT PAY
674273 -9 'RENEWAL
gumless NAME / LOCATION RECEIPT NO. 701619-9
2-ROOFING & WATERROOFING INC STATER CCC3329603
33010 HIALEAH
OWNER
Z ROOFING R WATERROOFING INC
See. Type of BusIncen
I9ASPFCIALTY
. pp� pE
i H0 • -' Ta
2i,F LOF TF�
MOTY OR atom mom
=ZOOMTtti
MS > 'u+ :This is
M M AUAICAA--
al
rP Tax
09/14/2012
09010210001
000045.00
SEE amen SIDE
WORKER /S
BUILDING CONTRACTOR 1
DO NOT FORWARD
Z ROOFING & WATERROOFING INC
AGUSTIN EXPOSITO
2525 W 3 CT 3
HIALEAH FL 33010
ttiIta11iittlt,IE1lt hAREI
Miami Shores \/ivage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
October 17, 2012
Permit No: RF12 -1946
Building Critique
The product approval for the flat roof has a maximum design pressure of -90# which
does not meet the design wind pressure from RSA 128. See limitation #9 on NOA.
ection C shows no parapet but section A show a parapet around perimeter.
tile roof with slopes exceeding 7 :12 require battens. FBC 1518.8 RAS 118 &119.
Provide a section D and E for the two raised roofs.
The design wind loads do not match the plans or RAS 127. Were are the loads
from?
he design wind loads on D and E do not match.
!1 Provide roof drain and over flow calculation from the designer of record or a specialty
engineer.
Norman Bruhn CBO
305 - 762 -4859
1) None.
1) None.
1) None.
1) None.
Zoning Critique
Plumbing Critique — Rafael Hernandez
Electrical Critique — Michael Devaney
Mechanical Critique — Jan Pierre Perez
Plan review is not complete, when all items above are corrected, we will do a complete
plan review.
If any sheets are voided, remove them from the plans and replace with new revised
sheets and include one set of voided sheets in the re- submittal drawings.
Miami Shores Viiiage
Building Department
RECEIPT
PERMIT #: CFTC' 11(gqc.0
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
DATE: 10 - ZZ —1 Z.
I, Li
ontractor
❑ Owner
❑ Architect
Picked up 2 sets of plans and (other)
Address: • qL io �a
From the building department on this date in order to have corrections done to plans
And /or get County stamps. I understand that the plans need to be brought back to Miami
Shores Village Building Department to continue permitting process.
Acknowledged by:
PERMIT CLERK INITIAL: 9 k
RESUBMITTED DATE: Vt 2,(4, 7A51.2--
PERMIT CLERK INITIAL: —6
d1
•
PEPAUT #.
Miami Shores Village
APPROVED
TONING DEPT
DPP T
BY
DATE
E WI r1-1 ALL FEDERAL
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
r `l
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. Th�owner'�initiatinthe designated space indicates that the item has been explained.
— �— __Aesthetics- Workmanship: the workmanship provisions of Secti R0 ire fthe • w,s a of
providing that the roof system meets the wind resistance and water instruction
Aesthetics (appearance) are not a consideration with respect to workmanship
such as color or architectural appearance, that are not part of a zoning code, s
the agreement between the owner and the contractor.
2. , ""-_— Renailing wood decks: When replacing roofing, the existing w• • �f - d have t•' •e
renailed in accordance with the current provisions of Section R4403. (The roof • " °' is &ally conceal prior
to removing *--- the existing roof system).
V/ — _Common. 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.
4. i_ — 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. This provides the option of maintaining the
appearaannce�
5. V Ponding water: The current roof system and /or deck of the building may not drain well and may
cause waterto pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed. Pounding conditions should be corrected.
Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402, R4403 and R4413.
_Ventilation: Most roof structures should have some ability to vent natural airfl• -#''rough the
interior of the structure assembly (the building itself). The existing amount of attic ven
all not be
reduced. It may be beneficial to consider additional venting which can re in exte service life of the
roof.
Revised on 7/9/2009 LD
V 1( 12
Contractor Signat ' Date
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section A (General Information)
Master Permit No. 11-2060
Process No. (&F 12 - Ici 4b
Contractor's Name Z ROOFING & WATERPROOFING, INC.
Job Address 9165 Park Drive
Low Slope
❑ Asphaitic
Shingles
ROOF CATEGORY
'Mechanically Fastened Tile
❑ Metal Panel /Shingles
❑ Mortar /Adhesive Set Tile
❑ Wood Shingles /Shakes
❑ Prescriptive BUR -RAS 150
ROOF TYPE
0 ® New Roof Q Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
8000
3000
11,000
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.
NO
� p I If. � ' ,m 11 ! 1111111111111116 i i11 11kiiiii iiiiii 111101111111111111
FAIIIIIJ17MICWII1IIIMrr=sT ionl, ∎r==,.7rmimm ■m■rrO■■ ■■■11 11■■■
L!1:111�C ltiidahlIM ■ERAMINr■M■■■■MEMME■■■■■■
*No Mech Equip
*No Gas or UL Vents
5x7 Scuppers
0- 4x8 Overflow
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section C (Low Sloped Roof System)
Fill in Specific Roof Assembly Components
and identify Manufacturer
(If a component is not used, identify as "NA ")
System Manufacturer: GAF
NOA No.: 08- 1028.02
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1: - 4 2 .8 Pmax2: - 71.7 Pmax3: -10 8 .0
Max. Design Pressure, From the Specific NOA
System: 150
Deck:
Type: Concrete /Deck Primed
Gauge/Thickness: -
Slope: Flat
Anchor/Base Sheet & No. of Ply(s): N/A
Anchor/Base Sheet Fastener/Bonding Material:
N/A
S SU
Insulation Base Layer:
Base Insulation Size and Thickness: / 4X4
Base Insulation Fastener/Bonding Material:
HOT MOPPED ASPHALT
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): STRATAVENT
Base Sheet Fastener/Bonding Material:
LOOSE LAID
Ply Sheet(s) & No. of Ply(s): N/A
Ply Sheet Fastener /Bonding Material:
N A
Top Ply: RUBEROID 2 0
Top Ply Fastener/Bonding Material:
Fastener Spacing for Anchor /Base Sheet
Attachment
Field: - " oc @ Lap, # Rows - @ - " oc
Perimeter: - " oc @ Lap, # Rows - @ - " oc
Corner: - " oc @ Lap, # Rows - @ - " oc
Number of Fasteners Per insulation
Board
Field: - Perimeter - Corner -
Illustrate Components Noted and
Details as Applicable:
Woodblocking, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Strip, Base Flashing, Counter- Flashing,
Coping, Etc.
Indicate: Mean Roof Height, Parapet Height,
Height of Base Flashing, Component Material,
Material Thickness, Fasten r Type, Fastener
Spacing or Submit Manufaurers Details that
Comply with RAS 111 and Chapt 16.
„ (o" o L► . 'brut P'nr►e
941 Ftub o %'.P-rt." •
rubarmal *' P
prit t a waU
(c-94shlrfl-14
Neter
r— -
FT.
FT.
lot I
Parapet
Height
*• U•.. 14.'p4
Surfacing: MINERAL SURFACE
HOT MOPPED ASPHALT
C acre -it Vag'
'Prim? of
2r$ FT WW1 Nailer
cdtatheol ca/ 3f g "
japco ms 1W' sta5``01
cafilrefrsp <-4
40}- moplu4
10
Mean
Roof
Height
t NSURD ?OF
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer: BORAL ROOFING, LLC
Product Approval Number: 12-0222.02
Minimum Design Wind Pressures, If Applicab$e (From RAS 127 or Calculations):
P1-: LI 2.8 P2: - 50.0 P3: • 50.0
Maximum Design Pressure
Product Approval Specific System: g _ 7-
Method of Tile Attachment: f2411f Sere i# 3 Std Sian
Roof Slope:
19. :12
Steep Sloped System Description
Deck Type:
5/8" PLYWOOD
Type Underiayment:
insulation:
Ridge Ventilation?
N/A
#30 ASTM FELT NAILED TO DECK P /FBC
N/A
Fire Barrier:
N/A
Fastener Type & Spacing:
12 "OC FIELD /6'
Adhesive Type:
Mean Roof Height: 10
I
0C-LAP/6"0C CORNER SIDE I PS
N/A
Type Cap Sheet:
PS200 SELF ADHERED
NOA #11- 0912.04
Roof Covering:
BARCELONA 900
Type & Size Drips
Edge:
3X3 GALV 26GA. ATTACHED
WITH 1 -1/4 R.S. NAILS
NAILED @4 "O.C.
MA-NSuAf -b ?ocF
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values
for M, With the values from Mt. If the Mr values are greater than or equal to the Mr
values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 "Moment Based Tilb Calculations Per RAS 127"
(P;:L1t.8 x x.,I i = MU/ )-Mg: (0.61 = Mr, 5. Product Approval Mt 20.1-
(P2:40.0 _x X .na = 14.61) -Mg: %.6l = Mrzq Product Approval Mr ,20.'51
(P3r50 x a , = l4.91)-mg: 6.44 p Mr3 7.qt Product Approval M, 10.3
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mt
Mt Required Moment Resistance*
Mean Roof Height
15'
20'
25'
30'
40'
-►
Roof Slope i
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
_
30.0
*Must be used in conjunction with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compare the values for F' with the values for
Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then
the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(P1: x 1: = x w:= ) - W: x cos 0: - = Fr, Product Approval F'
(P2: x 1: = x w:= ) - W: x cos 0: - = F,z Product Approval F'
(P3: x 1: = x w:= ) - W: x cos 0: - = Fi3 Product Approval F'
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
X
Product Approval
Restoring Moment due to Gravity
M,
Product Approval
Attachment Resistance
M,
Product Approval
Required Moment Resistance
M,
Calculated
Minimum Attachment Resistance
P
Product Approval
Required Uplift Resistance
F,
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
w le width
Product Approval
All calculations must be submitted to the Building Official at the time of permit application.
TWO itM2i f-ooFs
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer: BORAL ROOFING, LLC
Product Approval Number: 12-0222.02
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1: -39.1 P2: 401t .1 P3: —100
Maximum Design Pressure
Product Approval Specific System: it 3.2 •
Method of Tile Attachment: TtAY) erg SySf eYVi
Roof Slope:
i : 12
Steep Sloped System Description
Deck Type:
5/8" PLYWOOD
Type Underlayment:
Insulation:
#30 ASTM FELT NAILED TO DECK P /FBC
N/A
Fire Barrier:
Ridge Ventilation?
N/A
N/A
Fastener Type & Spacing:
12 "OC FIELD /6'
Adhesive Type:
1- 5/8 "T.C. 32 GA RS NAIL:,
0C-LAP/680C CORNER SIDE
N/A
Type Cap Sheet:
Mean Roof Height: 10
PS200 SELF ADHERED
NOA #11- 0912.04
Roof Covering:
BARCELONA 900
Type & Size Drips
Edge:
PS
3X3 GALV 26GA. ATTACHED
WITH 1 -1/4 R.S. NAILS
NAILED Q4 "O.C.
TWO MICLD ROOFS
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values
for Mrwith the values from K. If the Mrvalues are greater than or equal to the Mr
values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(P1:'3q.I x X .313 =12.23 ) -Mg: 7.13 =Mr, 430 Product Approval Mf 43.2
(P2:41SL x A •31 = 21.31 ) - Mg: 7 q3 = Mrz Product Approval M 43.2.
Mf 43.
(P3: -IQ0 fi x_�, .313 = 31.51) - Mg: . 3 = Mr3� Product Approval Mf 43.2
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mf
Mf Required Moment Resistance*
Roof Height
15'
20'
25'
30'
40'
Mean -►
Roof Slope 4r
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
_
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
*Must be used in conjunction with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compare the values for F' with the values for
Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then
the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(P1: x 1: = x w:= ) - W: x cos 0: - = Fr, Product Approval F'
(P2: x 1: = x w:= ) - W: x cos 0: - = F,2 Product Approval F'
(P3: x 1: = x w:= ) - W: x cos 0: - = Fri Product Approval F'
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
X
Product Approval
Restoring Moment due to Gravity
M,
Product Approval
Attachment Resistance
M,
Product Approval
Required Moment Resistance
M,
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
F,
Calculated
Average Tile Weight
W
Product Approval
lb Dimensions
Product Approval
All calculations must be submitted to the Building Official at the time of permit application.
MIAMIDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER 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 Miami -Dade County Product
Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)
reserve the right to have this product or material tested for quality assurance purposes. If this product or
material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing
and the AHJ may immediately revoke, modify, or suspend the use of such product or material within
their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade
County Product Control Division that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF RUBEROID®Modified Bitumen Roof System for Concrete 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 sha 11 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 -0108.06 and consists of pages 1 through 36.
The submitted documentation was reviewed by Jorge L. Acebo
NOA No.: 08-1028.02
Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 1 of 36
ROOFING SYSTEM APPROVAL
Category:
Sub - Category:
Deck Type:
Maximum Design Pressure
Roofing
SBS /APP, Modified Bitumen
Concrete
-495 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
I Leak BusterrM
MatrixTM 307
[Premium: Asphalt
Primer
Dimensions
3, 5, 55 gallons
GAF Mineral Shield"' 60 lb. & 100 lb
Granules bags
Leak BusterTM
MatrixTM 305 Fibered
Asphalt Emulsion
Leak BusterTM
MatrixTM 303
Premium Fibered
Aluminum Roof
Coating
Leak BusterTM
MatrixTM 204 Wet/Dry
Roof Cement
Leak Buster"'
MatrixTM 304 Non
Fibered Aluminum
Roof Coating
GAFGLAS® #75 Base
Sheet
GAFGLAS® #80
ULTIMATm Base
Sheet
GAFGLAS®
F1exP1yTM 6
GAFGLAS® Ply 4
5 gallons
Test
Specification
ASTM D 41
ASTM D 1863
ASTM 1227
Product
Description
Asphalt concrete primer used to promote
adhesion of asphalt in built-up roofing.
Granules for surfacing of exposed asphalt,
cold process cement or emulsion. GAF
Mineral ShieldTM Granules shall be used for
flashing applications only.
Surface coating for smooth surfaced roofs.
1, 5 gallons ASTM D 2824 Fibered aluminum coating.
1, 5 gallons
5 gallons
3937" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
ASTM D-4586
ASTM D -3409
ASTM D2824,
Type I
ASTM D 4601
Type II
ASTM D4601
Type II
ASTM D 2178
ASTM D 2178
Refined asphalt blended with a mineral
stabilizer and fibers. Permits adhesion to wet
and dry surfaces.
Non - fibered aluminum pigmented, asphalt
roof coating.
Asphalt impregnated and coated glass mat
base sheet.
Asphalt impregnated and coated, fiberglass
base sheet.
Type VI asphalt impregnated glass felt with
asphalt coating.
Type IV asphalt impregnated glass felt with
asphalt coating.
NOA No.: 08- 1028.02
Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 2 of 36
Product
GAFGLAS® Mineral
SSurfa ap Ste t
GAFGLAS®
STRATAVENT!
EIiminatorTM
Perforated
GAFGLAS® Flashing
GAFGLAS®
STRATAVENT®
Eliminator"M
Perforated Nailable
RUBEROID® SBS
Heat We1dTM Smooth
RUBEROID® SBS
Heat- We1dTM Granule
RUBEROID® SBS
Heat- WeldTM 170 FR
RUBEROID®
EnergyCap SBS Heat
Weld Plus FR
RUBEROID® SBS
Heat- WeldTM PLUS
RUBEROID® SBS
Heat-Weld PLUS 170
FR
RUBEROID® SBS
Heat WeldTM 25
RUBEROID®
EnergyCap SBS 30 FR
RUBEROID® MOP
Smooth
ULTRACLAD® SBS
Foil -Faced Membrane
RUBEROID ®
Modified Asphalt Lite
RUBEROID
Modified Asphalt Plus
Dimensions
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
various
39.37" (1 meter)
Wide
1 meter (3937")
wide
1 meter (3937")
wide
1 meter (39.37")
wide
1 meter (39.37 ")
wide
1 meter (39.37")
wide
1 meter (39.37 ")
wide
1 meter (39.37")
wide
1 meter (39.37 ")
wide
39.37" (1 meter)
Wide
1 sq. roll
101 lb.
60 lb. kegs
60 lb. kegs
Test
Specification
Product
Description
ASTM D 3909 Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
ASTM D 3672 Fiberglass base sheet coated on both sides
ASTM D 4897 with asphalt. Surfaced on the bottom side
with mineral granules embedded in asphaltic
coating with factory perforations.
Asphalt coated glass fiber mat flashing sheet
available in three sizes.
Fiberglass base sheet coated on both sides
with asphalt. Surfaced on the bottom side
with mineral granules embedded in asphaltic
coating.
ASTM D 3672
ASTM D 4897
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D-6163
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D -6163
ASTM D5147
ASTM D6298
ASTM D6298
ASTM D312
ASTM D6152
Non -Woven Polyester mat coated with
polymer modified asphalt and smooth
surfaced.
Non -Woven Polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -Woven Polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
A fiberglass mat reinforced, SBS modified
bitumen cap membrane.
Non -Woven Polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -Woven Polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven Polyester mat coated with
polymer modified asphalt and smooth
surfaced.
A fiberglass mat reinforced, SBS modified
bitumen cap membrane.
Non -woven polyester mat coated with
polymer modified asphalt. Does not have a
factory applied surfacing.
Woven fiberglass mat coated with polymer
modified asphalt and surfaced with aluminum,
copper or stainless steel foil.
SEBS modified asphalt
SEBS modified asphalt
NOA No.: 08- 1028.02
Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 3 of 36
Product
RUBEROID®
Modified Base Sheet
RUBEROID® Mop
Granule
RUBEROID® Torch
Smooth
RUBEROID® Torch
Plus (Granule)
RUBEROID® Torch
Granule
RUBEROID® Torch
FR
RUBEROID® Mop
Plus (Granule)
RUBEROID® Mop FR
- RUBEROID ® 20
RUBEROID® 30
RUBEROID® 30 FR
RUBEROID® Mop
170 FR
RUBEROID® SBS
Dual FR
Roof MatchTM
APP Granular
Roof MatchTM
SBS Granular
TopCoat®
Surface Seal SB
Leak Buster"'
MatrixTM 715
MB Coating
Dimensions
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
3937" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (I meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
39.37" (1 meter)
Wide
107 sq. ft.
(9.9 m2)
107 sq. ft.
(9.9 m2)
5 gallons
5 gallons
Test
Specification
ASTM D4601
Type II,
Type G2 BUR
ASTM D 6164
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 6163
ASTM D 5147
ASTM D 6163
ASTM D 5147
ASTM D 6163
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D6164
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
Product
Description
Premium glass fiber reinforced SBS- modified
base sheet.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane.
Asphalt impregnated, coated felt, surfaced
with mineral granules.
Non -woven polyester mat coated with fire
retardant polymer modified asphalt surfaced
with mineral granules.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -woven polyester mat coated with fire -
retardant, polymer modified asphalt surfaced
with mineral granules.
SBS modified asphalt base sheet reinforce
with a glass fiber mat.
Non woven fiberglass mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non woven fiberglass mat coated with fire
retardant, polymer modified asphalt and
surfaced with mineral granules.D
Non -woven polyester mat coated with fire
retardant polymer modified asphalt surfaced
with mineral granules.
Non -woven polyester and fiberglass mat
coated with file retardant, polymer- modified
asphalt and surfaced with mineral granules.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced with
colored mineral granules.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced with
colored mineral granules.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
NOA No.: 08- 1028.02
Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 4 of 36
Test Product
Product Dimensions Specification Descriation
TOPCOAT® MB Plus 5 gallons ASTM D -3412 Surface coating for smooth surfaced and
ASTM D -21 -96 mineral surfaced roofs.
ASTM D -1475
ASTM E -1644
ASTM D -6083
Surface coating for smooth surfaced and
mineral surfaced roofs.
Leak BusterTM
Matrix"' 531
WeatherCoteTM
Leak Buster"'
Matrix"' 201 SBS
Flashing Cement
Leak BusterTM
Matrix"' 102 SBS
Adhesive
Leak BusterTM
Matrix"' 202 SBS
Flashing Cement
Leak BusterTM
Matrix"' 203 Plastic
Roof Cement
Leak Buster"'
Matrix"' 103 Gold
Process Adhesive
Vent Stacks
(metal and plastic)
EnergyCote® Roof
Coating
TOPCOAT®
Surface Seal
TOPCOAT®
FireShield SB Solvent
Base Elastomeric
Roofing Membrane
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
ASTM D3019
ASTM D3019
ASTM D4586
ASTM D4586
ASTM D3019
TAS 100(A)
ASTM D 1929
ASTM D 635
Proprietary
ASTM D-412
ASTM B-117
AST' C -794
ASTM G -21
FTMS141.6271
ASTM D -21 -96
ASTM D -1475
ASTM E -1644
ASTM D-412
ASTM B -117
ASTM C -794
ASTM G -21
FTMS 141.6271
ASTM D -21 -96
ASTM D -1475
ASTM E -1644
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Cold Applied Modified SEBS Asphalt
Adhesive.
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Standard Plastic Asphalt Roofing Cement
Cold Applied Asphalt Adhesive.
One way valve vent used to relieve built -up
pressure within the roof system. GAF Vent
Stacks are available in metal or plastic.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
NOA No.: 08- 1028.02
Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 5 of 36
APPROVED INSULATIONS:
Product Name
EnergyGuardTM RA, RN
EnergyGuardTM Composite
EnergyGuardTM Fiberboard
EnergyGuardTM Polylso
EnergyGuardTM Perlite
EnergyGuardTM Recover Board
EnergyGuardTM High Density;
-Fiberboard.;
EnergyGuardTM Ultra PolyIso
DensDeck®
DensDeck Prime®
DensDeck DuraGuard"'
SECUROCK®
Structodek®
APPROVED FASTENERS:
Fastener
Number
Product
Name
TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate /wood fiberboard or
perlite composite
Fiberboard insulation
Polyisocyanurate foam insulation
Perlite insulation board.
Perlite recover board
High density wood fiberboard insulation.
Polyisocyanurate foam insulation
High Density Fire Resistant Insulation
Boards
High Density Fire Resistant Insulation
Boards
High Density Fire Resistant Insulation
Boards
High Density Fire Resistant Insulation
Boards
Wood fiber insulation board
1. Drill -TecTM #12 Standard,
#l4 and #15 extra Heavy
Duty Fastener , Heavy
Duty Roofing Fastener
2. Drill -TecTM ASAP
3. Drill -TecTM CR Base
Sheet Fastener and Plate
4. Drill -TecTM Galvalume
Plates
5. Drill -TecTM
Polypropylene Plates
6. Drill -TecTM AccuTrac
Plate Steel Plates
TABLE 3
Product
Description
Manufacturer
(With Current NOA)
GAF Materials Corp
GAF Materials Corp
GAF Materials Corp
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
Georgia Pacific
Georgia Pacific
Georgia Pacific
USG
Knight Celotex
Manufacturer
Dimensions (With Current NOA)
Insulation fastener and Various GAF Materials Corp.
Base Play fastener for
steel, wood & concrete
decks.
Pre - assembled Drill -TecTM Various GAF Materials Corp.
Fasteners and metal and
plastic plates.
Base sheet fastening Various
assembly.
Round galvalume stress 3" and 3 %z"
plates.
Round polypropylene 3" and 3 W'
stress plates.
Square galvalume stress 3 x 3
plates.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp
NOA No.: 08-1028.02
Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 6 of 36
EVIDENCE SUBMITTED:
Test Agency/Identifier
Factory Mutual Research Corp.
Independent Roof Testing &
Consulting of South Florida
Exterior Research & Design, LLC
Trinity + ERD
Underwriters Laboratories, Inc.
Name
Current Insulation
Attachment Requirements
FMRC 4470 -TAS 114
FMRC 4470 - TAS 114
FMRC 4470 -TAS 114
FMRC 4470 - TAS 114
FMRC 4470 - TAS 114
FMRC 4470 - TAS 114
FMRC 4470 - TAS 114
FMRC 4470 - TAS 114
FMRC 4470
FMRC 4470
FMRC 4470
TAS 114 -J
TAS 114
TAS 114
ASTM D6163
ASTM D6164
UL 790 -TAS 114
Report Date
FMRC 1996 01.01.96
J.I. ODOA8.AM 07.09.97
J.I.2B8A4.AM 07.02.97
J.I. 3005640 11.09.00
J.I. 3006845 10.17.00
J.I. 3005175 05.23.00
J.I. 3005177 05.19.00
J.I. 3007500 06.15.00
J.I. 3008178 12.27.00
J.I. 3010215 03.01.01
LI. 3009788 03.28.01
3017250 04.05.04
No.00001 03.30.00
No.00002
#4483.04.97 -1 06 -06-97
#01881.09.03 -2 03.24.08
#01881.11.03 -2 -RI 08.21.07
#06850.08.08 08.29.08
R1306, 00NK07638 07.17.00
NOA No.: 08- 1028.02
Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 7 of 36
SYSTEMS A(4): ADHERED INSULATED SYSTEMS
The following assembly is approved to a maximum design pressure per Insulation Maximum
Design Pressure Table B. No substitutions shall be made:
,
Type: Concrete, primed.'
Anchor Sheet;
((Optional
L Insulations'
LBase_Sheet:
Ply Sheet:-
Membrane
Surfacing:
Install one or more plies of GAFGLAS® #75, GAFGLAS® #80 ULTIMA'M,
. GAFGLAS® PLY 4, GAFGLAS® FIexP1yTM, RUBEROID® Modified Base sheet
RUBEROID® Mop Smooth or RUBEROID® 20 mopped directly to primed deck.
Adhere with any approved mopping asphalt applied within the EVT range and at a rate
of 20-40 lbsJsq.
■ See Insulation Maximum Design Pressure T able B_ below._ Design Pressure is
dependent on Insulation assembly # used in this system.
Install one ply of GAFGLAS® STRATAVENT® EliminatorTM -Per -forated,_lose_laid dry
(Optionaii;required if membrane is APP /SBS Heat WeldTM) One or more plies of
RUBEROID® 20, GAFGLAS® PLY 4 or GAFGLAS® F1exP1yTM 6 ply sheet adhered in
a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40
lbsJsq.
'or more plies of RUBEROID® Torch Smooth, RUBEROID® Torch Granule,
RUBEROID® Torch Plus Granule, RUBEROID® Torch FR, RUBEROID® Torch 170FR
Roof Match"' APP Granular or RUBEROID® RUBEROID® MOP Smooth,
RUBEROID® MOP Granule, Roof MatchTM SBS Granular, RUBEROID® MOP 170FR,
RUBEROID® SBS Dual FR, RUBEROID® ULTRACLAD" r', RUBEROID® 30 and
RUBEROID® 30FR, RUBEROID®EnergyCap SBS 30 FR, RUBEROID® MOP PLUS
and RUBEROID® MOP FR or RUBEROID® SBS Heat- WeldTM PLUS, RUBEROID®
SBS Heat Weld1M PLUS FR, RUBEROID® SBS Heat- WeldTM 170 FR, RUBEROID®
EnergyCap SBS Heat Weld Plus FR, RUBEROID® SBS Heat- We1dTM, RUBEROID®
SBS Heat WeldTM Smooth and RUBEROID® SBS Heat- WeIdTM 25 applied according
tO nwa ftettirer 5 app ication instructions.
(Optional) Install one of the following
1. Gravel or slag applied at 400 lbs. /sq. and 300lbs.sq. respectively in a flood coat of
approved asphalt at 60 lbsisq. or applied in a flood coat of Leak BusterTM MatrixTM
103 �� -- Process Adhesive applied at a rate of 3 galisq.
Cold Pr _ --
2. GLA Mineral Surfaced e d Cap Sbet, GAFGLAS® Energy Cap Mineral
S
aced Capsheet adhered in a full mopping of approved asphalt applied within
the EVT range and at a rate of 20-40 lbs. /sq._'
3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5
galisq.
4. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT® MB
PLUS, TOPCOAT® FireShield Elastomeric Roofing Membrane, applied at 1 to 1.5
galisq.
5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane,
EnergyCote® roof coating applied at 1 to 1.5 gal./sq.
6. TOPCOAT® Surface Seal, TOPCOAT® FireShield® SB Solvent based Elastomeric
Roofing Membrane applied at lto 1.5 galisq.
7. Advance Green Technologies Photovoltaic Laminate solar energy collector
auxiliary roof equipment installed in compliance with manufacturer's
specifications and applicable Building Codes
NOA No.: 08-1028.02
Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 15 of 36
Insulation Maximum Design Pressure Table B
#
Insulation Assemblies
1.
_Min. 1" Energ GuardTM RN, EnergyGuardTM RA mopped in asphalt at the rate of 20-4.0 lbs./sq.
j Maximum Design Pressure -150 psf (See General Limitation #9)
2.
(Optional)Base Layer: Min. 1" EnergyGuardTM RN, EnergyGuardTM RA mopped in asphalt at the
rate of 20-40 lbsJsq.
Top Layer Min. '4" Dens Deck mopped in asphalt at the rate of 20-40 lbsJsq..
Maximum Design Pressure —240 psf (See General Limitation #9)
3.
(Optional) Base Layer: Min. 1" EnergyGuardTM RN, EnergyGuardTM RA, EnergyGuardTM
Composite, EnergyGuardTM Composite, mopped in asphalt at the rate of 20- 40lbs.sq.
Top Layer: Min. 34" EnergyGuardTM perlite or other approved perlite insulation board or Min. 'Az "
EnergyGuardTM High Density Fiberboard (c) or other approved High Density wood fiberboard or
Mitt. 1" EnergyGuardTM Fiberboard (c) or other approved wood fiberboard adhered to the base
insulation layer or primed concrete deck in a full mopping of approved asphalt applied within the
EVT range at a rate of 20-40 lbsisq.
Maximum Design Pressure —90 psf (See General Limitation #9)
4.
(Optional) Base Layer: Min. 1" EnergyGuardTM RN, EnergyGuardTm RA, EnergyGuardTM
Composite mopped in asphalt at the rate of 20- 40lbs.sq.
Top Layer: Mm. 3/a" EnergyGuardTM perlite or other approved perlite insulation board Min. 1/2"
EnergyGuardTM High Density Fiberboard (c) or other approved High Density wood fiberboard
EnergyGuardTM Fiberboard (c) or other approved wood fiberboard adhered to the base insulation
layer or primed concrete deck in a full mopping of approved asphalt applied within the EVT range
at a rate of 20-40 lbsJsq..
Maximum Design Pressure —90 psf (See General Limitation #9)
APPROVED
NOA No.: 08- 1028.02
Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 16 of 36
CONCRETE DECK SYSTEM LIMITATIONS:
1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a
field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns
and density. All testing and fastening design shall be in compliance with Testing Application Standard
TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida
Registered Engineer, Architect, or Registered Roof Consultant.
GENERAL LIIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory
for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product
Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20-40 lbsisq., 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 lbsisq.
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 Engineer, Architect, or
Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal
resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with
Roofing Application Standard RAS 117.
7. Perimeter and comer 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 and/or RAS 137. 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- 1028.02
Expiration Date: 11/06/13
Approval Date: 02/25/09
Page 36 of 36
TTFU.R1306 - Roofing Systems •
1 of 47
ONLINE CERTIFICATIONS DIRECTORY
.e_lanttnM
http: / /databas e.ul.com/cgi- bin /XY V /templ ate/LISEXT/ 1 FRAME/showpag..
TGFU.R1306
Roofing Systems
Roofing Systems
See General Information for Roofing Systems
GAF MATERIALS CORP
1361 ALPS RD
WAYNE, NJ 07470 USA
R1306
PRuberoid® 0" or "Ruberoid® 20 FM' or "RuberoId® Modified Base Sheet" may utiized-as-an alternate ioTjroe-c:2 + eetai aof -the
f4Aow ka �tasssitations.
°h -in. thick (minimum) gypsum board or 1A-In. thick (minimum) Georgia- Pacific Gypsum LLC " DensDeck® Roofboard," "DensDeck Prime®
Roofboard" or "DensDeck DuraGuardtm Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting
roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints in the gypsum board and
Georgia - Pacific Gypsum LLC " DensDeck® Roofboard," " DensDeck Prime® Roofboard" or " DensDeck DuraGuardtm Roofboard" are to offset a
minimum of 6 -In. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board.
Multiple plies of "GAFGLAS® Ply 4" or "TH -Ply® Ply 4" or 911-Ply® Ply 6" may be adhered to Georgia - Pacific Gypsum LLC " DensDeck ® Roofboard,"
" DensDeck Prime® Roofboard" or " DensDeck DuraGuardtm Roofboard" in hot roofing asphalt.
° EnergyGuard® Ultra" Is an acceptable alternate to "EnergyGuard® RF" in any applicable Classification.
"GAF Stratavent® Eliminatortm Venting Base Sheet (Nalabie)" may be mechanically attached or hot mopped over noncombustible decks and as a
recover over existing roof systems.
"GAFGLAS® Penile Insulation" may be utilized as a cover board over ° EnergyGuard® RF" insulation in any of the following systems.
Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane Insulation adhesive.
Polystyrene referenced in any of the following Classf cations include " EnergyGuard® EPS Insulation ".
References to glass fiber insulation include " EnergyGuard Fiberglass Insulation ".
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Type G2 asphalt glass mat base sheet ( "GAFGLAS®. #75 Base Sheet" or "'Iii -Ply® #75 Base Sheet ", or "GAFGLAS® #80 ULTIMA") is a suitable
alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4 ", or "GAFGLAS® Ply 6 ") in the Class A, B or C roof
systems indicated below.
'Ue a e-_G2_asph aft saturated grass- mat-basesneet -"CRS' Stiatavent® tilmrinatorm Vent ng Base Sheet
(P_ecforated}n- )"GAF Stratavent® Eliminator'" Venting Base Sheet (Nailable)." Pe FirF rated =base sheets to -be loose-laid or fully adhered with hot
-tabling asphalt and nailable base sheets are to be mechanically attached granule side down.
3aaptfturlype G2 eet)( "GAFGLAS® #75 Base Sheet" or °Tii -Ply® #75 Base Sheet' or "GAFGLAS® #80 ULTIMA" or
"GAF Stratavent® EliminatorT°' Venting Base Sheet (Nalable)" nay-be substituted focType'iG asphalt - glass fiber-ply sheet ( "GAFGLAS® Ply 4" or
"fl -Ply® Ply 4" or "GAFGLAS® Ply 6 ") as the nailed base ply in the folowing systems.
Bottom ply or base sheet may be sold mopped, spot mopped or mechanically fastened.
Unless otherwise Indicated, all insulations may be hot mopped or mechanically fastened.
"GAFGLAS® Flashing" or "Ruberoid ®" may be used for flashing in any of the Class A, B or C systems listed below.
When "berilte" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified petite Insulation.
Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed.
Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or
NC.
The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of minimum thick
gypsum board is an acceptable alternate for minimum insulation over C -15/32 thick roof decks.
The use of polystyrene insulation board between minimum sA -in. thick penile board and deck with rosin paper (perllte /rosin paper /polystyrene
/perllte) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems.
"EnergyGuard® RA" or "Tapered EnergyGuard® RA" or " EnergyGuard® Composite RA" may be substituted for any Atlas Roofing Corp.
polyisocyanurate insulation in any of the following Classifications.
Trumbull "Perma Mop" may be utilized with any of the folowing "Asphalt Felt Systems with Hot Roofing Asphalt ".
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" GAFGLAS® #80 Premium Base Sheet" `may be used in any of the following systems.
"GAFGLAS® Flex Ply 6" and 9H-Ply® Ultra - Flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 6 ".
"GAFTEMP Perm:3 to Recover Board° may be used in lieu of any perlite insulation in any of the following NC Classifications.
Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21 to
3- gal/100 -ft2.
° Ruberod® Dual Smooth" may be used as an alternate to "Ruberold® Mop Smooth" or "Ruberoid® 20" or "Ruberold® 20 HT"
"Ruberold® Mop Smooth 1.5" may be used as an alternate to " Ruberoid® Mop Smooth"
Class A, B and C
Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes.
"Ruberold® Heat Weld" SBS roofing membrane may be used in lieu of " Ruberoid® Mop" SBS products in any applicable Classification.
Class A
1. Dedc: C -15/32 Incline: 3
Insulation (Optional): — One or more layers perilte or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polylsocyanurate composite or perlite /urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness.
Ply Sheet: — Three or more plies Type 01 or "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6" hot mopped.
Surfacing: — Gravel.
2. Deck: C -15/32 Incline: 2
insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or
perlite/polyisocyanurate composite or perilte /urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness.
Ply Sheet: — Three or more plies Type 01 or "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6 ".
Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "7H -Ply® Mineral Surfaced Cap Sheet " or "GAFGLAS®
EnergyCap" BUR Mineral Surfaced Cap Sheet."
3. Dedcr-NE' Incline: 2
( tf� (Optional): —Oneror more layers perilte, wood fiber, glass fiber, polylsocyanurate, urethane, perilte /polylsocyanurate
composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2 -in. maximum.
P Sheet. — nr if nr e p1Iesiy G1 GAFGLAS® Ply 4 ", 'Tri-Ply® Ply 4" or " GAFGLAS® Ply 6 ".
c _eap Sheet One plION .1 °isAFGLAS®-- Minim aced Cap Sheer-43r "TH -Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS®
EnergyCap'" BUR Mineral Surfaced Cap Sheet."
4. Deck: C -15/32 Incline: 1
Slip Sheet (Optional): — Red rosin paper, nailed to deck.
Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG
Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive.
Base Sheet: — One ply 'Type G2 "GAFGLAS® #75 Base Sheet" or'Tri -Ply® #75 Base Sheet" (may be nailed).
Ply Sheet: — One or more piles Type G1 "GAFGLAS® Ply 4" or "TH -Ply® Ply 4" or GAFGLAS® Ply 6 ".
Cap Sheet: — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS®
EnergyCap'" BUR Mineral Surfaced Cap Sheet."
Surfadng (optional): — "TOPCOAT® EnergyCoteTM'" applied at a rate of 2 -gal /100 -ft2.
5. Deck NC Incline: 3
Base Sheet: — One ply Type G2 " GAFGLAS® #75 Base Sheet" or "WI -Ply® #75 Base Sheet ".
Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4° or "GAFGLAS® Ply 6 ".
Cap Sheet: — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "TH -Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS®
EnergyCap" BUR Mineral Surfaced Cap Sheet."
6. Deck: C -15/32 Incline: 2
Insulation: — One or more layers perlite, glass fiber, polylsocyanurate, urethane, perlte/polyisocyanurate composite, perilte /urethane
composite, phenolic, 1 in. minimum (offset a minimum of 6 -In. from plywood deck joints).
Base Sheet: — One or more plies Type G1 or Type G2 or Type G3.
Membrane: — One or more plies " Ruberold® Torch Smooth" or "Ruberold® Torch Granule" or "Ruberold® Torch Granule Plus" or
"Ruberold® Mop Smooth" or " Ruberoid® Mop Smooth 1.5" or " Ruberold® Mop Smooth Plus" or " Ruberoid® Mop Granule" or " Ruberoid®
Mop Plus Granule" or "ROOFMatch" SBS Modified Granular" or'Tri -Ply® SBS Modified Bitumen Membrane" or "ROOFMatch" APP Modified
Granular" or'Tri -Ply® TP-40" or `Tri -Ply® TP-4" or "Rubero id® Dual Smooth ".
Cap Sheet: — Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "WI -Ply® Mineral Surfaced Cap Sheet "or " GAFGLAS® EnergyCap*"
BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt.
7. Dedu C -15/32 Inane: 2
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or
perlite/polyisocyanurate composite or perlite /urethane composite or wood flber / polyisocyanurate composite or phenolic, any thickness.
Base Sheet: — TWo or more plies Type G2 or Type G3.
Ply Sheet (Optional): — One or more plies Type 01.
Membrane: — One or more plies "Ruberold® Torch Smooth" or " Ruberoid® Torch Granule" or "Ruberold® Torch Granule Plus" or
" Ruberold® Mop Smooth° or " Ruberoid® Mop Smooth 1.5" or " Ruberold® Mop Smooth Plus" or " Ruberoid® Mop Granule" or "Ruberold®
Mop Plus Granule" or "ROOFMatch'M SBS Modified Granular" or "Tri -Ply® SBS Modified Bitumen Membrane° or "ROOFMatch'M APP Modified
7/19/2012 12:16 PIV.
MIAMI
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DMSION
NOTICE OF ACCEPTANCE (NOA)
Tarco Specialty Products, Inc.
One Information Way, Suite 225
Little Rock, AR 72202
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA
- Product Control Section to be used in Miami Dade County and other areas where allowed by the
Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County
Product Control Section (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. PERA reserves the right to revoke this acceptance, if it
is determined by Miami -Dade County Product Control Section 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 including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: 30# ASTM Specification Felt, EasyLay, Fastt90, PS200'IT, PS200mu, MS300,
SS400, NR500'n.
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 and revises NOA No. 09 -0824.06 and consists of pages 1 through 10.
The submitted documentation was reviewed by Jorge L. Acebo.
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786)315 -2590 F (786) 31525 -99
www.miamidade.eov /pera
NOA No.: 11- 0912.04
Expiration Date: 01/25/17
Approval Date: 01/19/12
Page 1 of 10
ROOFING COMPONENT APPROVAL
Category:
Sub - Category:
Material:
Roofing
Underlayment
Asphalt, SBS, Polyester
SCOPE:
This acceptance is for 30# ASTM Specification Felt, EasyLay, Fast90, PS200"T, PS200mu, MS300,
SS400 and NR500HT underlayments as manufactured by Tarco, for use with approved prepared roof
assemblies as described in this Notice of Acceptance; designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone of the Florida Building Code.
PRODUCTS DESCRIPTION:
Product Dimensions
30# ASTM 3' x 72" rolls
Specification Felt
EasyLay 3' x 133' 4"
rolls
Fast90 3' x 36' rolls
PS200'1T 3' x 66'8" rolls
PS200'' 3' x 66'8" rolls
Test Specification
ASTM D 226 Type II
ASTM D 226 Type II
TAS 103
ASTM D 249
ASTM D 6380
TAS 103
ASTM D 1970
ASTM D 1970
Product Description
Asphalt saturated felt underlayment
Sheet material comprising a polyester substrate
coated with bituminous coating for use as an
underlayment in roofing applications. Designed
as a shingle and metal roofmg underlayment
and for use in tile roofing assemblies when used
with an approved TAS 103 tile underlayment
cap sheet.
Granular surfaced, asphalt- impregnated organic
felt reinforced, bituminous sheet material with a
self - adhesive bottom layer, for use as an
underlayment in sloped roof assemblies.
Designed as a tile roofmg underlayment.
Fabric surfaced, fiberglass reinforced, SBS
modified bituminous sheet material with a self -
adhesive bottom layer, for use as an
underlayment in sloped roof assemblies.
Designed as a tile and metal roofmg
underlayment.
Film surfaced, fiberglass reinforced, SBS
modified bituminous sheet material with a self -
adhesive bottom layer, for use as an
underlayment in sloped roof assemblies.
Designed as a metal and shingle roofing
underlayment.
NOA No.: 11- 0912.04
Expiration Date: 01/25/17
Approval Date: 01/19/12
Page 2 of 10
MS300
SS400
3' x 66'8" rolls
3' x 33'4" rolls
3' x 66'8" rolls
3' x 33'4" rolls
NR500f 3' x 66'8" rolls
MANUFACTURING LOCATION:
1. Greencastle, PA
2. Belton, TX
EVIDENCE SUBMITTED:
Test Agency
Atlantic & Carribean Roof
Consulting, LLC
PM Asphalt Technologies
Trinity I ERD
IRT -Arcon
ASTM D 1970
ASTM D 1970
ASTM D 1970
Test Identifier
ACRC06 -013
TOT - 003 -02 -01
TOT - 029 -02 -01
TOT - 030 -02 -01
TOT - 041 -02 -01
TOT - 042 -02 -01
T3580.10.06 -2
T3580.10.06
T30160.08.09 -R1
T10550.07.08
T32530.08.10
T33190.08.10
T37610.07.11
IRT07 -0006
IRT 07 -0036
IRT08 -0002
Fine granular surfaced, fiberglass reinforced,
bituminous sheet material with a self - adhesive
bottom layer, for use as an underlayment in
sloped roof assemblies. Designed as an ice and
water shield, and a shingle roofing
underlayment.
Smooth surfaced, fiberglass reinforced,
bituminous sheet material with a self - adhesive
bottom layer, for use as an underlayment in
sloped roof assemblies. Designed as an ice and
water shield, and a shingle and metal roofing
underlayment.
Film surfaced, non - reinforced, bituminous sheet
material with a self-adhesive bottom layer, for
use as an underlayment in sloped roof
assemblies. Designed as an ice and water
shield, and a shingle and metal roofmg
underlayment.
Test Name/Report
TAS 103
ASTM D226 Type II
TAS 110, ASTM D249 & D 6380
TAS 110, ASTM D249 & D 6380
TAS 110, ASTM D226 Type II
ASTM D4798 & ASTM G155
TAS 103
TAS 103, ASTM D6380
ASTM D1970
ASTM D4798 & ASTM D1970
ASTM D1970
TAS 103
TAS 114 -D
ASTM D1970
ASTM D1970
ASTM D1970
Date
06/14/06
08/22/02
07/05/05
07/05/05
05/24/06
05/22/07
10/26/06
10/12/06
10/12/10
07/30/08
08/17/10
08/06/10
07/29/11
07/11/07
02/22/08
02/22/08
NOA No.: 11- 0912.04
Expiration Date: 01/25/17
Approval Date: 01/19/12
Page 3 of 10
T
GENERAL LIMITATIONS — 30# ASTM SPECIFICATION FELT:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofmg Materials
Directory for fire ratings of this product.
2. This acceptance is for prepared roofing applications Minimum deck requirements shall be in
compliance with applicable building code.
3. 30# ASTM Specification Felt may be used with any approved roof covering Notice of Acceptance
listing ASTM D 226 Type II felt as a component part of an assembly in the Notice of Acceptance.
4. All products lised herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 9N -3 of the Florida Administrative Code.
INSTALLATION REQUIREMENTS — 30# ASTM SPECIFICATION FELT:
1. 30# ASTM Specification Felt shall be installed in strict compliance with applicable Building Codes.
2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing
Contractors Associations (NRCA) when installing 30# Felt.
3. During installation of 30# Felt, comply with Occupational Safety and Health Administration (OSHA)
safety standards; use common sense measures and adequate safety precautions to prevent accidents.
4. 30# ASTM Specification Felt shall be installed with a minimum 4" end lap in a shingle layer fashion
and fastened as required by applicable system assemblies NOA or applicable Building Code.
GENERAL LIMITATIONS - EASYLAY:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofmg Materials
Directory for fire ratings of this product.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in
compliance with applicable building code.
3. EasyLay shall be applied to a clean and dry surface.
4.
EasyLay shall not be torched or hot mopped to. Refer to manufacturer's published literature for
additional information.
5. EasyLay shall not be used on slopes less than 2:12, unless the slope is acceptable to the weather
resistant covering. In general, on slopes less than 4.12, a double layer of EasyLay is recommended.
Double layer application is best achieved by using 19" side laps, making sure the side laps are `shingled
in' to shed water.
6. When installing EasyLay, the roof system must include proper ventilation.
7. Refer to prepared roofmg system Product Control Notice of Acceptance for listed approval of EasyLay
with specific prepared roofing products. EasyLay may be used with any approved roof covering Notice
of Acceptance listing ASTM D 226 Type II felt as a component part of an assembly in the Notice of
Acceptance.
8. All products lised herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 9N -3 of the Florida Administrative Code.
9. EasyLay shall not be left exposed for longer than 30 days after application.
10. The manufacturer reserves the right to change product exposure period at any time; not to exceed the
preceding maximum time limitations.
NOA No.: 11- 0912.04
Expiration Date: 01/25/17
Approval Date: 01/19/12
Page 4 of 10
1I
APPROVED ASSEMBLIES - EASYLAY:
System E(1): Anchor sheet mechanically fastened to deck.
Deck Type 1: Wood, Non - Insulated.
Deck Description: Minimum 19/32" plywood or wood plank.
Anchor/Base Sheet: One or more plies of EasyLay underlayment, with a minimum 4" wide side lap and a
minimum 8" wide end lap, mechanically fastened to deck.
Approved nails and tin caps 6" o.c. within lap and two equally spaced staggered
rows 12" o.c. in the field (for Anchor/Base sheet).
Surfacing: Approved Roof Assemblies in lieu of FBC perscribed ASTM D 226 Type II felt.
Fastening:
INSTALLATION REQUIREMENTS - EASYLAY:
1. EasyLay shall be installed in strict compliance with applicable Building Codes.
2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing
Contractors Associations (NRCA) when installing EasyLay.
3. During installation, comply with Occupational Safety and Health Administration (OSHA) safety
standards; use common sense measures and adequate safety precautions to prevent accidents.
4. EasyLay shall be acceptable for use with asphaltic shingles, wood shakes and shingles, quarry slate,
tile and metal roofing assemblies.
5 Re -fasten any loose decking panels, and check for protruding nail heads prior to the application of
EasyLay.
6. Place a full width piece of EasyLay, parallel to the eave (low) edge of the roof.
7. Unroll EasyLay 2 to 3 feet, with the lay lines facing up, and position the end of it to the edge of the
eave and rake.
8. Install a few fasteners at the top, near the rake, and roll out the sheet to a maneagable length.
9. Pull, straighten and align the sheet so that any wrinkles are eliminated and the sheet is even with the
eave edge.
10. EasyLay shall be fastened with approved roofing nails and tincaps or approved capnails, driven by
hand or pneumatically, spaced 6" o.c. at all laps in the center of the seam area, and two staggered rows
fastened 12" o.c. in the field of the sheet.
11. When installing nails, apply so that the head of the nail is flush with the EasyLay surface, without
cutting into the EasyLay surface.
12. Fastening shall be done from the top to avoid walking or kneeling on unsecured sheet.
13. Continue on to the end of the substrate and fasten down.
14. Align the next roll over the preceding sheet so as to form a minimum 4" overlap.
15. Then install the just placed sheet, per instructions above.
16. The bottom of the second course of EasyLay shall lay on top of the first course so that any water will
flow over the top of EasyLay.
NOA No.: 11- 0912.04
Expiration Date: 01/25/17
Approval Date: 01/19/12
Page 5 of 10
17. Apply subsequent sheets in the same manner, with 4" side laps and 6" end laps over the preceding
sheets.
18. When the top course is reached, lap about 6" of EasyLay over the ridge.
19. Install EasyLay a minimum of 6" up any vertical surfaces.
20. Stagger the end laps a minimum of 18" from the preceding course.
21. After installing EasyLay on the field of the roof, install drip edge at the eaves (if used).
22. When applying EasyLay in the valley, start at the low point and work to the high point, rolling the
membrane from the center outward in each direction. Make sure there are no rips or large wrinkles in
the EasyLay.
23. Before applying horizontal sections of EasyLay, install a vertical length of EasyLay down the center of
the valley.
24. Several sections of EasyLay can be used, but be certain to overlap the higher sections several inches so
any water will flow over the top of the sheet.
25. EasyLay underlayment in the valley areas must be covered with code prescribed metal or other
approved valley lining material.
26. Apply a minimum 1/16" thick uniform layer of SBS trowel grade modified flashing cement to water
proof areas of EasyLay where any cuts or tears have occurred. Seams or joints may require the
application of an SBS trowel grade modified flashing cement.
27. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current
Product Control Notice of Acceptance and applicable Building Code.
GENERAL LmlrrATIONS — TARCO SELF ADHERED UNDERLAYMENTS:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in
compliance with applicable building code.
3. Tarco self adhering underlayments shall be applied only when material interface temperatures are 40° F
and rising.
4. Tarco self adhered underlayments shall not be installed when any form of moisture such as water, dew,
rain, etc. is present on the substrate.
5. Tarco self adhered underlayments are to be applied to a smooth, clean and dry surface, with the deck
free from irregularities.
6. Ensure roof has positive drainage prior to installation of Tarco self adhered underlayments.
7. Tarco self adhered underlayments shall not be applied over a pre - existing roof membrane or system.
8. After installation of Tarco self adhered membranes, wait a minimum of 48 hours before roof loading of
tiles.
9. Care should be taken during the loading procedure to keep foot traffic to a minimum and avoid
dropping the roof covering directly on the underlayment.
NOA No.: 11- 0912.04
Expiration Date: 01/25/17
Approval Date: 01/19/12
Page 6 of 10
e
10. All tiles shall be staged (two tiles perpendicular to slope, four tiles on top parallel to slope) as per
manufacturer's requirements, not to exceed 6 -high, to the standard maximum roof pitch of 6 :12 for flat
tiles and 6 :12 for lugged tiles (See Tile Staging Method diagram below).
At roof slopes greater than the above limitations, the use of loading battens or toe boards are required to
load the roof tile.
Slope
Tile Staging Method
Front View - Staged Tiles
Side View - Staged Tiles
11. The manufacturer reserves the right to change the tile staging method at any time as well as the number
of tiles stacked, not to exceed the preceding maximum number of tiles limitation.
12. EasyLay, PS200mu, MS300, SS400, and NR500HT shall not be left exposed as a temporary roof for
longer than 30 days after application. PS200HT shall not be left exposed as a temporary roof for longer
than 120 days after application. Fast90 shall not be left exposed as a temporary roof for longer than 180
days after application. The manufacturer reserves the right to change product exposure period at any
time; not to exceed the preceding maximum time limitations.
13. NR500' is not recommended for extreme high temperature environments such as under copper or zinc
metal roofing.
14. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of Tarco
underlayments with specific prepared roofing products. Tarco self adhered underlayments may be used
with any approved roof coverings Notice of Acceptance listing Tarco self adhering underlayments or
the ASTM standard which the self adhering underlayments meet as a component part of an assembly in
the Notice of Acceptance.
If Tarco self adhered underlayments or the ASTM standards are not listed, a request may be made to the
Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for
approval provided that appropriate documentation is provided to detail compatibility of the product,
wind uplift resistance, and fire testing results.
15. All products lised herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 9N -3 of the Florida Administrative Code.
NOA No.: 11- 0912.04
Expiration Date: 01/25/17
Approval Date: 01/19/12
Page 7 of 10
APPROVED ASSEMBLIES — TARCO SELF ADHERED UNDERLAYMENTS
System E(1):
Deck Type 1:
Deck Description:
Anchor/Base Sheet:
Fastening:
Membrane:
Surfacing:
System F(1):
Deck Type 3:
Deck Description:
Deck Preperation:
Anchor/Base Sheet:
Fastening:
Membrane:
Surfacing:
Anchor sheet mechanically fastened to deck, membrane adhered.
Wood, Non - Insulated.
Minimum 19/32" plywood, wood plank.
One or more plies of ASTM D226 Type II, ASTM D2626, or EasyLay underlayment,
with a minimum 4" wide side lap and a minimum 8" wide end lap, mechanically
fastened to deck.
Approved nails and tin caps 6" o.c. within lap and two equally spaced staggered rows
12" o.c. in the field (for Anchor/Base sheet only).
All Tarco self adhered membranes applied to approved Anchor/Base Sheet.
(See #15 below for back nailing)
Approved Roof Assemblies as specified below.
Membrane self - adhered to concrete deck.
Concrete, Non - Insulated.
Structural concrete or concrete plank min. 2500 psi.
The concrete deck shall be clean and dry and cured for a minimum of 28 days.
None
Membrane shall be back nailed with approved concrete fasteners and 15 /8" approved
tin caps at a maximum spacing of 9" o.c. at the head laps and be covered by the
preceding layer. No back nail fasteners or tin caps shall remain exposed.
Tarco PS200f self adhered membrane applied directly to concrete deck.
(See Fastening above for back nailing)
Approved Roof Assemblies as specified below.
INSTALLATION REQUIREMENTS — TARCO SELF ADHERED UNDERLAYMENTS:
1. Tarco self adhering underlayments shall be installed in strict compliance with applicable Building
Codes.
2. Observe and comply with roofmg practices and guidelines as outlined by the National Roofing
Contractors Associations (NRCA) when installing Tarco self adhering underlayments.
3. During installation, comply with Occupational Safety and Health Administration (OSHA) safety
standards; use common sense measures and adequate safety precautions to prevent accidents.
4. Fast90 and PS200`T shall be acceptable underlayments for mechanically fastened roof tile and adhered
roof tile applications. MS300 and SS400 shall be acceptable underlayments for asphaltic shingles,
wood shakes and shingles, and slate or simulated slate roof assemblies. PS200mi' and NR500' shall
be acceptable underlayments for asphaltic shingles, wood shakes, shingles, and metal roof panel
assemblies.
5. Re- fasten any loose decking panels, and check for protruding nail heads prior to the application of the
Tarco self adhering underlayments.
6. Tarco self adhering underlayments shall not be adhered directly over any pre - existing roof membrane.
NOA No.: 11- 0912.04
Expiration Date: 01/25/17
Approval Date: 01/19/12
Page 8 of 10
i•
7. All approved substrates are to be clean, dry and free of any loose debris or moisture prior to the
application of the Tarco self adhering underlayments. Refer applicable building codes prior to
installation to verify acceptable substrates.
8. Prime all metal collars, flashing, valleys, liner, drip edge and concrete deck substrate with ASTM D 41
primer, water based acrylic or water based polymer modified primer.
9. Contractor may cut the underlayments into sections for workability and allow to relax prior to
application.
10. Place the underlayments over metal drip edge in accordance with RAS 111.
11. Install the first course of underlayment parallel to the eave edge.
12. Apply the underlayment, working from the center of the material continuously to the ends of the sheet
(half of the length of the sheet is the center); taking care to avoid wrinkles and ridges.
13. Remove the underlayments release film rapidly in a continuous fashion. Ensure the bottom adhesive
side of the membrane does not adhere to its self. In the event this transpires,separate the two layers
immediately. After some time, it may become impossible to do so without damaging the material.
14. It is recommended that end laps be staggered a minimum of 18" from the preceding course.
15. Underlayments are to be back nailed along the head lap. The nails shall be, 11 guage 11/4" approved
ring shank type applied with a minimum of a 15 /8" approved tin cap or approved capnail as required
per the High Velocity Hurricane Zone (HVHZ) section of the FBC, at a minimum rate of 9" o.c. The
head lap of the preceding layer of underlayment is to cover the area being back nailed.
16. Roll or broom the entire membrane surface paying special attention to all overlap areas "side laps, end
laps, T-joints" to ensure adhesion with acceptable substrates. A minimum of a 28 lb weighted roller
may be used for steep slope applications. The use of a soft bristled push broom is acceptable on
steeper slopes. The above mentioned procedures are necessary in order to apply uniform pressure and
allow for contact of the membranes.
17. Apply 1/8" thick uniform layer of SBS trowel grade modified bitumen asphalt adhesive / flashing
cement throughout the contact area of the 6" granule over granule and fabric over fabric end laps.
Once the aforementioned procedure has been completed, the membrane must then be hand rolled in
place in order to ensure contact of membrane and achieve a minimum of 118th" asphaltic bleed out in
designated area.
18. Tarco self adhering underlayments shall be applied to protrusions, slope changes, valleys, curbs, and
other roof top penetrations before any other sections of the roof.
19. When applying underlayments in the valley, start at the low point and work to the high point, rolling
the membrane from the center outward in each direction.
20. For ridge applications, center the underlayment and roll from the center outward in both directions.
21. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current
Product Control Notice of Acceptance and applicable Building Code.
22. All protrusions or drains shall be initially taped with a 6" piece of like kind membrane. The flashing
tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of
like kind membrane shall be applied over the flashing detail.
23. Vertical strapping of Tarco self adhering membranes is acceptable.
NOA No.: 11- 0912.04
Expiration Date: 01/25/17
Approval Date: 01/19/12
Page 9 of 10
MANUFACTURER'S CONSIDERATIONS:
1. Fast90, PS200m', PS200'14", MS300, SS400, NR500"' can be directly adhered to wood decks. Ensure
that such application is in compliance with applicable Building Code.
2. For best results when adhering Fast90, PS2001, PS200m", MS300, SS400, NR500'' directly to wood
decks, surface may be primed with an ASTM D41 asphalt primer, water based acrylic or water based
polymer modified primer.
When using primer, follow the manufacturer's recommendation for `cure time' prior to application of
Fast90, PS200H , PS200mi , MS300, SS400, NR500HT
3. When using Fast90 and PS200m' in tile roofing applications, use of loading battens or toe boards on roof
slopes greater than 6.12 and higher is recommended.
4. Code body requirements supersede manufacturer's recommendations and installation guidelines.
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly
evaluate the installation of these materials.
LABELING:
All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo
and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County
Product Control Seal as shown below.
END OF THIS ACCEPTANCE
NOA No.: 11- 0912.04
Expiration Date: 01/25/17
Approval Date: 01/19/12
Page 10 of 10
MIAMI.
COUNTY
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
www.miamidade.gov /pera
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section
to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(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. PERA reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section 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
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Barcelona 900 Concrete Roof Tile
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 renews and revises NOA#07- 0220.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12- 0222.02
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub - Category: Roofing Tiles
Material: Concrete
Deck Type: Wood
1. SCOPE
This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral
Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where
the pressure requirements, as determined by applicable Building Code does not exceed the design
pressure values obtained by calculations in compliance with RAS 127 using the values listed in the
installation section herein. The attachment calculations shall be done as a moment based system..
2. PRODUCT DESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Barcelona 900
Trim Pieces
1= 17" TAS 112 High profile, interlocking, one-piece, 'S'
w = 13" shaped, high- pressure extruded concrete roof
' /2" thick tile equipped with three nail holes. For direct
deck or battened nail -on, mechanically
fastened, mortar set or adhesive set
applications.
TAS -112 Accessory trim, boosted Barcelona, concrete
roof pieces for use at hips, rakes, ridges and
valley terminations manufactured for each tile
profile.
Length: varies
Width: varies
varying thickness
2.1 MANUFACTURING LOCATION
2.1.1. Lake Wales, FL.
2.2 SUBMITTED EVIDENCE:
Test Agency
Redland Technologies
Test Identifier
7161 -03
Appendix III
Redland Technologies 7161 -03
Appendix B
Redland Technologies P0402
Redland Technologies Letter Dated Aug. 1,
1994
MIAMI-DADE COUNTY
APPROVED
Test Name/Report
Static Uplift Testing
TAS 102 & TAS 102(A)
Wind Tunnel Testing
TAS 108(Nail -On)
Withdrawal Resistance
Testing of screw vs. smooth
shank nails
Wind Tunnel Testing
TAS 108 (Nail-On)
Date
Dec. 1991
Dec. 1991
Sept. 1993
Aug. 1994
NOA No.: 12-0222.02
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 2 of 7
Redland Technologies
Professional Service Industries,
Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation
Testing Services
Walker Engineering, Inc
Walker Engineering, Inc.
Walker Engineering, Inc
Walker Engineering, Inc
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Nutting Engineers
P0631 -01
IC- 1320 -94
25- 7688 -3
25- 7688 -10
25- 7688 -5
25- 7688 -4
520111 -3
520191 -2 -1
Calculations
Calculations
Evaluation
Calculations
Evaluation
Calculations
Evaluation
Calculations
Evaluation
Calculations
Evaluation
Calculations
122
Wind Tunnel Testing
TAS 108 (Mortar Set)
Physical Properties
TAS 112
TAS 101 (Adhesive Set)
TAS 101 (Mortar Set)
Static Uplift Testing
TAS 102
(3" Headlap, Nails, Direct
Deck, New Construction)
Static Uplift Testing
TAS 102
(4" Headlap, Nails, Clips)
Static Uplift Testing
TAS 101
Aerodynamic Multiplier
Two Patty Adhesive Set
System
25 -7183
25 -7094
25 -7496
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
Restoring Moments Due to
Gravity
TAS 112
July 1994
Feb. 1995
June 1996
July 1996
June 1996
June 1996
Dec. 1998
March 1999
March 1999
April 1999
March 1995
February 1996
April 1996
December 1996
February 2007
January 2007
NOA No.: 12- 0222.02
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 3 of 7
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum underlayments shall be in compliance with the applicable Roofmg Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with the applicable Building Code.
4. INSTALLATION
4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance
with Roofmg Application Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight -W (lbf)
Length -I (ft)
Width -w (ft)
Barcelona 900
11.5
1.417
1.08
Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)
Tile
Profile
Table 2: Aerodynamic Multipliers - A, (ft3)
3 ":12"
Tile
5 ":12"
X (ft3)
X (ft3)
Barcelona
900
Profile
Direct
Deck
Batten Application
Direct Deck Application
Barcelona 900
Direct
Deck
Battens
0.289
0.313
Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)
Tile
Profile
2 ":12"
3 ":12"
4 ":12"
5 ":12"
6 ":12"
7 ":12" or
greater
Barcelona
900
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
7.28
8.13
7.21
8.05
7.10
7.93
6.96
7.78
6.79
7.61
6.61
7.40
NOA No.: 12- 0222.02
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Nall -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Barcelona 900
2 -10d Ring Shank Nails
28.6
41.2
19.4
1 -10d Smooth or Screw Shank Nail
5.1
6.8
2.8
2 -10d Smooth or Screw Shank Nails
6.9
9.2
7.3
1 .#8 Screw
20.7
20.7
18.1
2 .#8 Screws
43.2
43.2
29.8
1 -10d Smooth or Screw Shank Nail
(Field Clip)
23.1
23.1
19.0
1 -10d Smooth or Screw Shank Nail
(Eave Clip)
29.3
29.3
24.0
2 -10d Smooth or Screw Shank Nails
(Field Clip)
27.6
27.6
38.6
2 -10d Smooth or Screw Shank Nails
(Eave Clip)
38.1
38.1
41.8
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Barcelona 900
Adhesive
29.32
1 See manufactures component approval for installation requirements.
2 Dow Chemical TileBond Average weight per patty 10.7 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Barcelona 900
Polyfoam PolyProTM
66.5'
Polyfoam PolyProTM
38.74
3 Large paddy placement of 63grams of PolyProM .
4 Medium paddy placement of 24grams of PolyProM .
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Barcelona 900
Mortar Set'
24.5b
5. Tile -Tiite Roof Tile Mortar
NOA No.: 12- 0222.02
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 5 of 7
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as
detailed below, or following statement: "Miami -Dade County Product Control Approved ".
LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2)
LOCATED UNDERNEATH TILE
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code
in order to properly evaluate the installation of this system.
NOA No.: 12-0222.02
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 6 of 7
PROFILE DRAWING
NAIL HOLES
BARCELONA 900 CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No.: 12-0222.02
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 7 of 7
CIVIL
][:;&
ENGINEER
Reileh Engineering Corp.
(Consulting Engineer)
2370 S.W. 123 Avenue
Miami, Florida 33175 -1174
Tel : 305- 823 - 8008 / 305 - 397 -6414
Fax: 305- 823 -3300 / 305 -884 -8834
Website: www.reilehengineering.com
October 26, 2012
Report of
Primary and Secondary Drainage
Florida Building Code
Requirements
Project: Existing Building
9165 Park Drive
Miami Shores, Florida
Project Number: 12 -0896
Client: Z Roofing
Building Information:
(Provided by Roofer)
No. of Existing Primary Drains /Scuppers
8 Scuppers
Existing Secondary Drains /Scuppers
7 Overflow Scuppers
Roof Slope (Approximation)
•
1/8 - 1/4" per Foot
Surface Area (Field Measurement)
7400 Square Feet
Primary Drain Evaluation:
Primary Scupper = 1100 Square Feet
Flow, Q == 57.2 Gallons per Minute T
Provide Roof Drain/Scupper = 8" Wide x 4" High Scupper
Hydraulic Head = 2"
Provide eight (8) 8" wide x 4" high roof scuppers at the locations indicated in the roof plan.
Reileh Engineering Corporation — 9165 Park Drive Miami Shores, Florida — Project Number: 12-0896 -- Page 1 of 2
Secondary Drain Evaluation:
Secondary Scupper/Drain Required Size = 1100 Square Feet
= 45 square inch
Flow, Q = 57.2 Gallons per Minute
Provide Overflow Drain/Scupper = 12 "Wide x 4" High Overflow Scupper
Hydraulic Head = 1-1/2 inch
Engineer's Note:
Provide seven (7) roof 12" wide x 4" high roof overflow scuppers at the locations indicated in the roof plan.
The bottom of these overflow scuppers shall be 3 -1/2" above the bottom of the primary roof scuppers.
Total Water Accumulation =
To Whom it may concern:
2" + 1 -1/2" + 1"
4 -1/2" O.K
I have reviewed the structural and drainage adequacy of the existing roof structure with regard to the
proposed roof system and hereby approved the installation as proposed above.
Respectfully Submitted;
6
amad Sonny Salleh, P.E
lorida Registration Number 49014
Reileh Engineering Corporation — 9165 Park Drive Miami Shores, Florida — Project Number: 12 -0896 — Page 2 of 2
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MOHAMAD S SAL! E+, P.E 49074
REILEH
ENGINEERING CORP.
2370 soureweST 123 AVENUE. 111010. fl3WDA
Ph: 305 - 823 -8008 Fax: 305-823-3300
9165 PARK DRIVE, MIAMI SHORES,
FLORIDA
ENGINEERING EVALUATIONS