1061 NE 91 Terr (3)i -^
CLOSETS
BATH
TUBS
SHOWERS
LAVA-
TORIES
SINKS
SLOP
SINKS
LAUNDRY
TUBE
URINALS
CATCH
BASIN
FLOOR
DRAIN
DRINKING
FOUNT' NS
TOTAL
FIXTURES
CONTR.
LIST
CHECK
SEPTIC
TANK
SEWER
CONN.
DRAIN
FIELD
SOAKAGE
PIT
GREASE
TRAP
SOLAR
HEATER
DEEP
WELL
SPRKLR.
SYSTEM
SW IM'G
POOL
CONTR.
LIST
-_ --
CMEICK
�C `� Dat _ .._ _ 9
Permit No _
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for building or other
structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida,
and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division
of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be. =pt at
building during progress of work.
Ownea'e Name and Address ____________ _________ ltE
Registered Architect and /or Engineer
Employing Plumber's Name M
Location and Legal Description Lot__ _ _ _ Block
Street and Number where work is to be performed —No . /66 Y p
Street U �
State work to be performed and purpose of building (By Floors )_____— ___- /��_.cl�_�l .te„�0
Size Septic Tank
Feet of Drain Tile
Nature of Water Supply: City—Well
Amount of Permit $
My Commission Expires
MIAMI SHORES VILLAGE
PLUMBING INSPECTION DEPARTMENT
APPLICATION FOR PLUMBING MAW
s __�`�'�No 1 Street___
New Building Remodeling_ — Addition__
No.J06 .__ Street 0� /4
Subdivision
ES
Notary Public, State of Florida
Repairs No. of Stories.
- __ Type of Tank Capacity Gals.
_Dist. Feet of Tank or Drain Field from Well
Size of Soakage Pit
( S i g n e d ) ma c `- b ke
Plumbing Inspector.
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor
under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida ' - + ent Supplement, and has com-
plied with the provisions thereof, and will require similar compliance from all contractors or sub -con -ctors et by him in the work to be
performed under this permit; and will post or cause to be posted for inspection on e of th %work su : public notice or notices as are
required by the Act. The undersigned agrees to employ only such sub - contracto : work 'to be formed under this permit, as are
licensed by Miami Shores Village.
Master Plumber.
STATE OF FLORIDA, I
COUNTY OF DADE.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared
to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the -..
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made•necessary by improper notice for inspection, or faulty
materials and /or wort Reship.
MIAMI SHORES VILLAGE, FLA. o
�s 5652 �
JOB 6
INSPECTO
ADDRESS
INSPECTION
TIME READY
REMARKS :
DATE
Permit No 22 3 9.U—_
MIAMI SHORES VILLAGE
PLUMBING INSPECTION DEPARTMENT
APPLICATION FOR PLUMBING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other
structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida,
and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division
of Miami Shores Village shall be complied with, wbeth9r1&n specified or not. A copy of approved plans and specifications must be kept at
building during progress of work,---
Owner's Name and Address ' Vii -- "M e'3
Registered Architect and/or Engineer
-12--11:- P
Employing Numbest Mune
(IV e
No Street_
Rloe!r Subdivisi .onA
A
(7
Street and Number where work is to be performed—No / ii ; I i' t; x - .2., v .-
,......_ , Street,
A 1 ,,.._...1j_. A '''
State work to be performed and purpose of building (By Floors )__W... ±_ '?-- V k e.i_f: - .7 .-
___.
Location and Legal Description Lot
New Building. _ Remodeling_ __ Addition. Repairs No. of Stories. ..
Size Septic Tank__ Type of Tank_
Feet of Drain Tile
Nature of Water Supply: City—WeIL
Amount of Permit $-3.0 °
My Com.uniusion Expires
Feet of Tank or Drain Field from
Size of Soakage Pit
(Signed)._ '41 ‘ArrAkiee44.
Plumbing Invector.
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor
under the Florida Workmen's Compensation Act, being Section 5988, Compiled General Laws of Florida Permanent Supplement, and ha% corn-
,
plied with the provisions thereof, and will require similar compliance from all contractors or sub-contr mployed by him in the woe o
performed under this permit; and will post or cause to be posted' for inspection site of di public notice or notices as am
required by the Act.. The undersigned agrees to employ only such sub-coitra • on work under this perinit, as are
licensed by Miami Shores Village.
(Si
STATE OF FLORIDA, I
se.
COUNTY OF DADE.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take aeicnowledgments, personally appeared
Notary Public, State of Florida
to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that be has carefully read the foregoing application, and that be did sign the same, and that all facts
therein by him stated are true.
NOTE: A re-inspection fee of $1.00 will be made when ewe switupeotiou Rode' nsosentry by improper notice far inspection, or faulty
materials and/or workmanship.
CLOSETS
BATH
Tull).
Suowan8
LAVA.
TORIES
4IN
SLOP
SINKS
LAUNDRY
Tuns
URINALS
CATCH
Imam
FLOOR
DRAIN
DRINKING
POLINT'NS
TOTAL
'twit, Rt.
CONTR.
LIST
CHECK
....
SEPTIC
TANK
SEWER
Comm.
DRAIN
FIELD
SOAKAGE.
PIT
G
TRAP
SOLAR
HEATER
DEEP
WELL
8
8
nm.
CONTR.
LIST
CHECK
Permit No 22 3 9.U—_
MIAMI SHORES VILLAGE
PLUMBING INSPECTION DEPARTMENT
APPLICATION FOR PLUMBING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other
structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida,
and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division
of Miami Shores Village shall be complied with, wbeth9r1&n specified or not. A copy of approved plans and specifications must be kept at
building during progress of work,---
Owner's Name and Address ' Vii -- "M e'3
Registered Architect and/or Engineer
-12--11:- P
Employing Numbest Mune
(IV e
No Street_
Rloe!r Subdivisi .onA
A
(7
Street and Number where work is to be performed—No / ii ; I i' t; x - .2., v .-
,......_ , Street,
A 1 ,,.._...1j_. A '''
State work to be performed and purpose of building (By Floors )__W... ±_ '?-- V k e.i_f: - .7 .-
___.
Location and Legal Description Lot
New Building. _ Remodeling_ __ Addition. Repairs No. of Stories. ..
Size Septic Tank__ Type of Tank_
Feet of Drain Tile
Nature of Water Supply: City—WeIL
Amount of Permit $-3.0 °
My Com.uniusion Expires
Feet of Tank or Drain Field from
Size of Soakage Pit
(Signed)._ '41 ‘ArrAkiee44.
Plumbing Invector.
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor
under the Florida Workmen's Compensation Act, being Section 5988, Compiled General Laws of Florida Permanent Supplement, and ha% corn-
,
plied with the provisions thereof, and will require similar compliance from all contractors or sub-contr mployed by him in the woe o
performed under this permit; and will post or cause to be posted' for inspection site of di public notice or notices as am
required by the Act.. The undersigned agrees to employ only such sub-coitra • on work under this perinit, as are
licensed by Miami Shores Village.
(Si
STATE OF FLORIDA, I
se.
COUNTY OF DADE.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take aeicnowledgments, personally appeared
Notary Public, State of Florida
to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that be has carefully read the foregoing application, and that be did sign the same, and that all facts
therein by him stated are true.
NOTE: A re-inspection fee of $1.00 will be made when ewe switupeotiou Rode' nsosentry by improper notice far inspection, or faulty
materials and/or workmanship.
Roof System Manufacturer: ALFA RERIA EL VULCAN
Notice of Acceptance Number: 01 0828.01
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1 : - c. 2 5 P2: a • . to (o P3:__ 2 to to
Maximum Design Pressure
(From the NOA Specific System): ,2 to A
Method of tile attachment: POLYFOAM POLYPRO AH 160 & ONE SCREW ON
REQUIRED ROWS
Roof Slope:
(A :12
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System)
Ridge Ventilation?
IA,
Steep Sloped Roof System Description
Deck Type:
ype Underlayment:
Insulation.
Fire Barrier.
Mear* Roof ile 9ht►' • :
• • • •
•
•. ••• •• • • • ••
• • • •• • •
•... •. • • . . .
• .. • .. • .• • • •.
. • • •
• . • .•.• • . .
• • • • • • •. •
•• • -
1 x 6 TONGUE &. GROOVE
ASTM #30 FELT
N/A
N/A
astener Type & Spacing:
dhesive Type
ype Cap Sheet.
ASPHALT
oof Covering:
1 1/4" R.S. NAILS 6" & 12"
0.C.
ASTM #90 FELT
Type & Size Drip
Edge:
VOLCAN "S" STATUE CLAY
BARREL ROOFING TILE
3 x 3 GALVANIZED
• • • • • • • •
• • • • • ••• • • • • • •
• • • • • • • • • • • • •
• • •• •• • • • • • •. • ••
••• • • • • • ••• • •
) DY
"D
ED
For Moment based
with the values from
area of the roof, then
Method
(P - 45 x X. .308
Section E (Tile Calculations)
values for M
for each
M 26.7
LARGE
SYSTEI'I
ONE
ON
ROWS
PA
A
SCRE
REQUI
tile systems, choose either Method 1 or 2. Compare the
M If the Mf values are greater than or equal to the M values
the tile attachment method is acceptable.
1: Moment Based Tile Calculations Per RAS 127
= 13.86)-M 4.63 = Mrt 9.23 NOA
(P -95.1x X .308 = 29.29)-M 4.63 = M 24.66 NOA M 26.7
(P -95.1x . .308 = 29.29 )-M 4.63 =M 24.66 NOA Mf 26.7
Method 2: Simplified Tile
Required Moment of Resistance (M From
Calculation Per Table Below
Table Below NOA Mf
M Required Moment Resistance*
Mean Roof Height
Roof Slope
15'
20'
25'
30'
40'
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
o 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 F If
the F' values are greater than or equal to the F, values for each area of the roof, then the tile
attachment method is acceptable.
Method 3: Uplift Based Tile Calculations Per RAS 127
(P x I: = x w: = ) - W: xcos6: = F NOA F'
_
(P2: xI: =xw:= ) - W: x cos6: =Fr2: NOA F'
(P x I: = x w: = ) - W: xcos6: = F NOA F'
Where to Obtain Information
Description
Symbol
Where to Find
Design Pressure
PI or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7
• M. Roof height
• • 1i •
Job Site
• :Rod'.
Icpe.
. . :B
;': t
Job Site
NOA
Aerkynartt i uQipQer:
Restoring Md4nen[dde tot1avit'
• • M
M
NOA
NOA
Attachment Resistance
Required Moment Resistance.
M,
Calculated
Minimum Attachment Resistance.
• - •F
• •
• T • -
NOA
Recpuired t. li9 Rc siotatece
•
• • • rt'
Calculated
• • ;Average Til`e fit'
..'W' .'
NOA
Tile Dimensions
I = length
w = width
NOA
• • • •All
ttsta a s u omittd to the Building Official at the time of permit
• • •
• • • •
• •• ••
•• • •
• •
• • •
• •• :riT:
••• •
) DY
"D
ED
. Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
Fill in Specific Roof Assembly Components
and Identify Manufacturer
(If a component is not used, identify as "NA ")
System Manufacturer. GAF MATERIAL CORP .
NOANo.: , 03- 0501.0
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1: — 52 . Pmax2: -87.3' Pmax3:_] 31 .4
Max. Design.Presstfr, Fr.Dm the Specific NOA
System: 77 7
Deck:
Type: PLYWOOD
Gauge/Thickness: 5/8
1/2 " - 12
Slope:
Anchor /Base Sheet & No. of Ply(s): 1 #75
Anchor /M Fastener /Bonding Material:
Insulation Base Layer. N/A
Section C (Low Sloped Roof System)
Base Insulation Size and Thickness: N/A
.Base Insulation Fastener /Bonding Material:
Top Insulation Layer. N/A
Top Insulation Size and Thickness: N/A
Top InsNIyXon Fastener /Bonding Material:
Base Sheet(s) & No. of Ply(s): 1, 1175
Base Sheet Fastener /Bonding Material:
1 1/4" TLS _ NATT,S
Ply Sheet(s).& No. of Ply(s): PLY IV /2
Ply Sheet Fastener /Bonding Material:
ASPHALT
Top Ply. MINERAL SURFACE CAP SHEET
Top Ply F Bonding Material:
Surfacing: GRANUALS
Fastener Spacing for Anchor /Base Sheet
Attachment
Field: 9 " oc @ Lap, # Rows 2 @ . 9 _" oc
Perimeter. 6 " oc @ Lap, # Rows 4 @ 6 " oc
Corner: 6 " oc @ Lap, # Rows
Number of Fasteners Per Insulation
Board
Field N/A Perimeter N/A CornerN /A
Illustrate Components Noted and
Details as Applicable:
Woodblocking, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Strip, Base Flashing, Counter- Flashing,
Coping, Etc.
Indicate: Mean Roof Height, Parapet Height,
Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
GAF t i ERAL SURFACE CAP
SHEET
3 x 3 GALV.
•
•
: •
•
• •
•
••.•
•.•.
• •.
• • •
9" • .
STRIP : .••
• •
GAF PLY IV
(2)
FT.
••••
• •
••••
•.•.
• • •
• •
•
• I F
•
IP ••
• •
• •
•• ••
•
....
•
..•.
• •. •
• •
•• •
Parapet
Heigni •.
• •
Me
Robf••••
Height• .
•
•
GAF 1175 BASE SHEET
4@ 6 o
....
• •
.... • •
• • • •
• •••• • ..
• •
• ..
• •
• • • • • ••••
• • •
.. • ••••
• •
•
•
• • •
.. • •
•
• •
• • • •
•••• • •
• • •••• • •
• • •
• • ••• • • ..
• • •
•
.. ..
MIAMIDADE
B171LDING 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 (AHU).
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 ART 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck.
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 aryl there tags ivtri no
change in the applicable building code negatively affecting the performance of this praluct: • • . • •'
• • •
•• •
TERMINATION of this NOA will occur after the expiration date or if there has beers revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as a$ 2fldprscme it pf iy •
product, for sales, advertising or any other purposes shall automatically terminate this NtiA. Failufe tetomply •
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, F1Qrida, a$dgllowed�bi
•
the expiration date may be displayed in advertising literature. If any portion of the IVA i, displa,qci, 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 B uilding Official.
This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21.
The submitted documentation was reviewed by Frank Zuloaga, RRC
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10 /23/03
Page 1 of 21
•
•
•
Deck Type 1:
Deck Description:
1
System Type E ( ): Base sheet mechanically fastened.
Ali General and ystem Limitations shall apply.
Base sheet:
Fastening Optio
Ply Sheet:
Cap Sheet:
s:
Wood, Non - insulated
19 / 32 ' or greater plywood or wood plank decks
GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated
Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID
SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet
mechanically fastened to deck as described below:
GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deck with approved annular ring shank
nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two
rows . 12" o.c. in the field.
(Maximum Design. Pressure —45 psf, See General Limitation #7)
GAFGLAS® Ply 4 ®. GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deck with Drill -Tec (GAFITTE) #12 or
#14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The
other rows are equally spaced approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure — 45 psf, See General Limitation #7)
GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base
sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field. (Maximum Design Pressure —52.5 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One
row is in the 2" side lap. The other rows are equally spaced approximately 9"
o.c. in the field of the sheet.
(Maximum Design Pressure —60 psf, See General Limitation #7) • • • • • .
Any of above Base sheets attached to deck approved annilar•$ig shanikitfits •
and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spaNcig .
of •
9" o.c. at the 4" lap staggered in two rows 9" in the field. • • • •
(Maximum Design Pressure —60 psf, See General Limitatipjz #7) • • • • •
GAFGLAS #75 Base Sheet or any of above Base sheets attache$ to de
Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8'4 ego. in 4 rows. Ot
row is in the 2" side lap. The other rows are equally spaced. approximately 9*' •
o.c. in the field of the sheet. • • • • •.
(Maximum Design Pressure —75 psf, See General Limitation #7) . • • • •
One or more plies of GAFGLAS® PLY 4 ®, GAFGLASc .P.L.S`.6® ply s? t,
#80 Ultima, RUBEROID MOP Smooth or RUBEROID 2(i adhered in a fulr
mopping of approved asphalt applied within the EVT range and at a rate of 2t)-
40 lbs. /sq.
(Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a
full mopping of approved asphalt applied within the EVT range and at a rate of
20 lbs./sq.
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10 /23/03
Page 18of21
• •
• •
Surfacing:
Maximum Desig
Pressure:
(Required if no cap sheet is used) Install one of the following:
1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an
application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion
(Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF
Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum
Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq.
2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20%; plus gravel or
slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively.
3. Top Coat Surface Seal SB (Matrix 602 SB Coating). Top Coat MB Plus
(Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC
applied at rate of 1 -1.5 gal/sq.
See Fastening Above
0000
• •
• •
• • • . .0 .
•
.. • .0 .. •
• •
.. •
•
0000 00 • • •
• •
0000 • 00
• 0000 0 0 • •
• • • • •
.. .. .. ..
•
• • • •
• • 0000
• •
• • ...0 • •
•
.. •
• .0. • •
• • •
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10 /23/03
Page 19 of 21
• •
• •
• •
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet ig required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or
anchor sheet. �
2. Minimum i /a" Dens Deck or Y2 Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LIMITATIONS:
1
1. Fire classificdtion is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation maj 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 lbs. /sq., or mechanically
attached using the fastening pattern of the top layer
3. All standard anel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panell size shall be 4' x 4' maximum.
4. An overlay ai'id /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, 1.2" diameter circles. 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each sidelap 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 2' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall he Iimited 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 fasteilesm ing
shall utilize the withdrawal resistance value taken from Testing Application Stancratds TAB i ®3 and •
calculations in compliance with Roofing Application Standard RAS 117. • • • • • • •
7. Perimeter and corner areas shall comply with the enhanced uplift pressure these •
•
areas. Fastener densities shall be increased for both insulation and base.thwt as cilFulaied in • •
compliance 4ith Roofing Application Standard RAS 117. (When this limitation is :peciiitally
referred within this NOA, General Limitation #9 will not be applicable.) • •
. All attachment and sizing of perimeter nailers, metal profile, and/or flashingter ders •
shall conform. with Roofing Application Standard RAS 111 and applicable vZifi<g; old requirements. • •
9. The maximunni designed pressure limitation listed shall be applicable to all rdof pressure ZdritS %.e.
field, periine4rs, and corners). Neither rational analysis, nor extrapolation shall O,pennitted fdr • •
enhanced fast6ing at enhanced pressure zones (i.e. perimeters, extended comers and corgersr: • •
(When this linnitation is specifically referred within this NOA, General Limitation #7 wi1I not
be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Codb and Rule 9B -72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10 /23/03
Page 21 of 21
188 ROOF COVERING MATERIALS (TEVT)
Roofing System (TGFU) — Continued
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, , perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in.
max.
Ply Sheet: Two or more IayeFs Type G1 "GAFGLAS Ply 4" or "GAF-
GLAS Ply 6 ".
Cap Sheet: One layer Type' G3 "GAFGLAS Mineral Surfaced Cap
Sheet
4. Deck: NC Incline: 1/2
Insulation: One or two Iayei4 "Isotherm R ", 4 in. max, hot mopped.
Ply Sheet: Any UL Classified iravel surfaced Class A asphalt glass fiber
mat system.
Deck: C -15/32 Incline: 1
Slip Sheet (Optional): Red r sin paper, nailed to deck.
Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet" (may be
nailed).
Ply Sheet: One or more layers Type Gl "GAFGLAS Ply 4" or GAFGLAS
Ply 6 ".
Cap Sheet: One layer Type 1G -3 "GAFGLAS Mineral Surfaced Cap
Sheet ".
6. Deck: NC Incline: 3
Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet ".
Ply Sheet: One or more layers Type G1 "GAFGLAS Ply 4" or "GAF -
GLASPly 6 ".
Cap Sheet: One layer Type i G -3 "GAFGLAS Mineral Surfaced Cap
Sheet
7. Deck: C -15/32 Incline: 2
Insulation: One or more layers perlite, glass fiber, isocyanurate, ure-
thane,.perlite /isocyanurate cor4rposite, perlite /urethane composite, phe-
nolic, 1.0 M. min (offset from ¢Iywood joints 6 in.).
Base Sheet: One or more layers Type Gl, G2 or G3.
Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule)
or "Ruberoid Mop Plus" (granule).
Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.
8. Deck: C -15/32 Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Base Sheet: Two or more la4rs Type G2 or G3.
PIy Sheet (Optional): One oqq more layers Type Gl.
Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule),
" Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule)
or " RUberoid Mop Plus" (granule).
Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.
Class B
1. Deck: C -15/32 Incline: 3 -1/2
Insulation (Optional): One br more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, ;perlite /isocyanurate composite, perlite/
urethane composite, wood.fiber /isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF -
GLAS;PIy 6"
Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot
mopped.
2. Deck: C -15/32 Incline: 3 -1/2
Insulation (Optional): One br more Layers perlite, wood fiber, glass
fiber, isocyanurate, urethane,, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Base Sheet: Two or more layers Type Gl, G2 or G3.
Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule),
" Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule)
or 'Ritberoid Mop Plus" (granule).
Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.
Mass C
1. Deck: C -15/32 ' Incline: 1/2
Insulation (Optional): One Or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
2003 ROOFING MATERIALS AND SYSTEMS DIRECTORY
LOOK FOR THE UL MARK ON PRODUCT
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU) — Continued
Surfacing: "Special Roofing Bitumen" 20 lbs /sq.
COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR
Class A
1. Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ", hot mopped with coal tar bitumen.
Surfacing: Gravel.
COMBINATION HOT AND COLD SYSTEMS
Class A
1. Incline: 2
One or more layers perlite, wood fiber or glass
Deck: NC
Insulation (Optional):
fiber, 2 in. max.
Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at
1 -1/2 gal /sq.
Deck: NC
Insulation (Optional):
2. Incline: 1
One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing: "Weather Coat Emulsion" at 3 gal /sq.
3. Deck: NC Incline: 1/2
Insulation: One or two layers "Isotherm R ", 4 in., hot mopped.
Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber
mat system.
4. Deck: NC Incline: 2
Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite.
wood fiber and glass fiber, any thickness, mechanically fastened.
Base Sheet: One ply Type G1 or G2, mechanically fastened or hot
mopped.
Ply Sheet: One or more plies Type G1 or G2, adhered with hot roofing
asphalt.
Surfacing: "GAF Premiwn Fibered Aluminum Roof Coating ", 1 - 1/2
gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq.
5. Deck: NC Incline: 1
Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber.
mechanically fastened, any thickness.
Base /Ply Sheet: One or more plies Type €I or tjpe G2, hot mopped in
place. • • ••••
Coating: "Fibered :oof Coating.". • •
6. Deck: NC hictim: U •
Insulation (Optional): 14rlire ggl fiber, polyisocyanui'a!e bad fiber,
fastened, Wrryt11it1Ln • • •
Base /Ply Sheet: One or INAIE•allies TyprG1 or Type G3, • fu11v dhered
with either "Ruberoid Ivladifical Bitumer,At ri e" or "jZglaep id Modi-
fied Bitumen flashing Ceivyt;., • • • • • • •
Coating: "Fibered Aluminum Roof Co•tin$� 1.1/2 ga
•• •• r •• •
7. Deck: C 15/32 • •
Initline!
•
Base Sheet: One or to esTType G2, mtthanicallv fastened.
Ply Sheet: Three or more p�es•Type G1•1acy hopped ip pj y
Coatings: "Fibered Ahjminugr Roof C8Vij4r•1 -1/2 gal /sq. •
• • • •Class B •
1. Deleted • ••• • •
2. Deck: C -15/32 In!1 ne:
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ", hot mopped.
Surfacing: Grundy Industries "al MB Aluminum Roof Coating",
3. Deck: NC Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
•
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1
M1AM1DE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Polyfoam Products, Inc.
2400 Spiring-Stuebner Road
Spring ,TX 77383 -1132
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
CONTRACTOR LICENSING SECTION
(305) 375 -2527 FAX (305) 375 -2558
CONTRACTOR ENFORCEMENT DIVISION
(305) 375 -2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
(305) 375 -2902 FAX (305) 372 -6339
Your application for Notice of Acceptance (NOA) of:
Two Component Polyurethene Foam Adhesive
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
The expense of such testing will be incurred by the manufacturer.
APPROVED: 06/14/2001
ACCEPTANCE NO.: 01- 0521.02
EXPIRES: 05/10/2006 Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
••••
This application for Product Approval has been reviewed by the BCCO and af,prdv &d by the•Building •'
Code and Product Review Committee to be used in Miami -Dade County, Florida antler the conditions set
forth above. • •
•
.... . �.
• • •
46.•• V •.•
• •
•
• • • • •
Francisco... Quintana, R.A. •'
Director. .... •
• •
Miami -Dada Eounty • • • • • •
Building €r de'Compjiunce pffice• •
11s04S0001\pc2000\\templates \notice acceptance cover page.dot
Internet mail address: postmaster @buildingcodeonline.com Homepage: http : / /www.buildingcodeonline:com
•
MIAMFDADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Polyfoam Products, Inc.
2400 Spring- Stuebner Road
Spring ,TX 773834132
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01- 0521.02
EXPIRES: 05/10/2006
APPROVED: 06/14/2001
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
CONTRACTOR LICENSING SECTION
(305) 375 -2527 FAX (305) 375 -2558
CONTRACTOR ENFORCEMENT DIVISION
(305) 375 -2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
(305) 375 -2902 FAX (305) 372 -6339
Your application for Notice of Acceptance (NOA) of:
Two Component Polyurethene Foam Adhesive
under Chapter 8 of the Cade of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMM TTEE •
This application for Product Approval has been reviewed by the BCCO and aPpl advd d by the.8uilding . •
Code and Product Review Committee to be used in Miami -Dade County, Floridarllunde>'the conditions sot
forth above. •
•
.... 1.. :.
• .
.. • . • � •
• . • • •
FranciscQJ, at R.�.
Director: • ; ••••
Miami -Dade County'.....
Building Cone t omplianaa Office.
1\ s045000I1pc200011temp lates\notice acceptance cover page.dot
Internet mail address: postmasters ®bnildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com
• •
•
•
•
Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub - Category: Roof Tile Adhesive
Materials: Polyurethane
1. SCOPE
This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as
described in Section 2 of this Notice of Acceptance. For the locations where the design
pressure requirements, as determined by applicable building code, does not exceed the
design pressure values obtained by calculations in compliance with Roofing Application
Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using
Polypro® AH 160. Where the attachment calculations are done as a moment based system
for single patty placement, and as an uplift based system for double patty systems
2. PRODUCT DESCRIPTION
Manufactured by Test
Applicant Dimensions Specifications
Polypro® A11160 N/A PA 101
Foampro® RTF1000 N/A
ProPack® 30 & 100 N/A
2.1 Components or products manufactured by others:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA
which list uplift resistance values with the use of Polypro AH160 roof tile adhesive.
2.2 Typical Physical Properties:
Property Test
Density
Compressive
Strength
Tensile Strength
Water Absorption
Moisture Vapor
Transmission
Dimensional
Stability
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
2
Approval Date: June 14, 2001
Expiration Date: May 10, 2006
Results
1.6 lbs. /ft 3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft
3.1 Perm / Inch
Product
Description
Two component
polyurethane
Dispensing Equipment
Dispensing Equipment
• •
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•
Frank Zuloaga, RRC
Product Control Examiner
• • •
• • • •
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•. ..
•
+0.07% Volume Change @ -403) F: 2:
weeks
+6.0% Volume Chan a : • I
Humidity, 2 weeks . 11111 11111k.
411111
4.
•.••
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• •..
Polvffoam Products, Inc. ACCEPTANCE No. : 01- 0521.02
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
3. LINIITATIONS
3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile
Assembly for fire rating.
3.2 Polypro® AH160 shall solely be used with flat, low, & high tile profiles.
3.3 Minimum underlayments shall be in compliance with the Roofing Application
Standard RAS 120.
3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof
tile adhesive with their tile assemblies shall test in accordance with PA 101.
3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the
use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in
accordance with PA 101 and with section 10.4 as modified herein.
(-F7 W
F' - 2
MS
4. INSTALLATION
4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that
lists uplift resistance values with the use of Polypro® AH160.
4.2 Polypro® AH160 shall be applied in compliance with the Component Application
section and the corresponding Placement Details noted herein. The roof tile
assembly's adhesive attachment with the use of Polypro® AH160 shall provide
sufficient attachment resistance, expressed as an uplift based system, to meet or exceed
the uplift resistance determined in compliance with Miami -Dade County Roofing
Application Standards RAS 127. The adhesive attachment data is noted in the roof
tile assembly NOA
4.3 Polypro® AH160 roof tile adhesive and its components shall be installed in
accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc.
Polypro® AH160 Operating Instruction and Maintenance Booklet. • • • •
•
4.4 Installation must be by a Factory Trained 'Qualified Applicator' app licensed •
by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a 1ytapprov(, • • • • •
applicators to the authority having jurisdiction. • •
4.5 Calibration of the Foampro® dispensing equipment is required befq licatign pf• •
any adhesive. The mix ratio between the "A" component and the "B"edmponeht sht.11
be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer §6aij be set to •
deliver 0.0175 to 0.15 pounds per tile as determined at calibration. .N•a other settings
shall be approved.
• • . ...
4.6 Polypro® AH160 shall be applied with Foampro RTF1000 or Prol'acka30 & 1PU •
dispensing equipment only. • • • • 4.7 Polypro® AH160 shall not be exposed permanently to sun
Frank Zuloaga, RRC
Product Control Examiner
• •
• •
•
•
•
• •
Table 1: Adhesive Placement For Each Generic Tile Profile
TileProfile
Placement
Detail
Single Paddy Weight
Min. (grams)
Two Paddy Weight
per paddy Min.
(grams)
Flat, Low, High Profiles
#1
35
N/A
High Profile (2 Piece Barrel)
#1
17 /side on cap and
34 /pan
N/A
Flat, Low, High Profiles
#2
24
N/A
Flat, Low, High Profiles
#3
8
Polyfoam Products, Inc.
4.8 Tiles must be adhered in freshly applied adhesive, Tile must be set within 2 to 3.
minutes after Polypro® AH160 has been dispensed.
4.9 Polypro® AH160 placement and minimum patty weight shall be in accordance with
the Placement Details' herein. Each generic tile profile requires the specific placement
noted herein.
S. LABELING
All Polypro® AH160 containers shall comply with the Standard Conditions listed herein.
6. BUILDING PERMIT REQUIREMENTS
6.1 As required by the Building Official or applicable Building Code in order to
properly evaluate the installation of this system.
4
ACCEPTANCE No.: 01- 0521.02
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Frank Zuloaga, RRC
Product Control Examiner
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•
•
•
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a ' f' '
Pollvfoam Products, Inc.
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
1) Place enough adhesive to achieve 11 to 23 Optional 2z4's for
square Inches In contact with the pan hie \ s"P aPPdeatbna
2) T 1 i covers From outside � offccovver 12 in
Then Install the the.
Underlayment
1
top portion
of the era
course cover tile.
Abut to second course of
pan ales. Ensure eeve end of
pan and cover tiles are
Push ateave
Save closure
(mortar shown)
5
ACCEPTANCE No.: 01- 0521.02
eephole Fend
Nall through pluck cement
Optional
Polt4 Mortar
on longitudinal
AP de
••• •
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• • • • •
•••• • ••
• •
Frank Zuloaga, RRC • .. •
Product Control Examiner
Sheathing
• •
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• •
• •
Polvfoam Products, Inc.
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
6
ACCEPTANCE No.: 01- 0521.02
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Frank Zuloaga, RRC • .. •
Product Control Examiner
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•
Polyffoam Products, Inc.
Nall through plastic cement
Single paddy
on top of the
Paddy
(between the)
Paddy
(under tile)
Eave course
S ngle paddy
under tile
Single paddy
on top of tile
^•; 43 Eave
° S4 , Course
Single paddy
between tile
Eave Closure
Nall through plastic cement
•
3 in.
x 3 In.
Single paddy an
under•
layment
Single paddy
cm top of tile
Single Paddy
under tile
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
ACCEPTANCE No.: 01- 0521.02
• •
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••••
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••••
Single paddy under tile
Single paddy between tile
2 in. x 7 in. medium
she paddy save
course only
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••••
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•. •
•
•• •
• • •
• ••
Frank Zuloaga, RRC
Product Control Examiner
Fascia
Weephole
Eave closure
Drip edge
•�
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,
Polyffoam Products, Inc. ACCEPTANCE No. : 01- 0521.02
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documents, including test - supporting data engineering documents, are no
older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approval ", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
c. If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product.
d. The engineer who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory perfonnance of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
6. The Notice of Acceptance 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 Notice of
Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall
be provided to the user by the manufacturer or its distributors and shall be available for inspection at
the job site at all time. The engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1 through 8.
END OF THIS ACCEPTANCE
8
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Product Control Examiner
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Polyfoam Products Inc. ACCEPTANCE No.: 01- 0521.02
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(For File ONLY. Not part of NOA.)
A. DRAWINGS: NONE
B. TESTS:
Test Agency
Center for Applied
Engineering
Center for Applied
Engineering
Center for Applied
Engineering
Center for Applied
Engineering
Center for Applied
Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Southwest Research Institute 01- 6739- 062b[l J
Trinity Engineering
Celotex Corp. Testing
Services
Celotex Corp. Testing
Services
Celotex Corp. Testing
Services
Test Identifier
#94 -060
257818 -1PA
25- 7438 -3
25- 7438 -4
25- 7438 -7
25 -7492
NB -589 -631
9637 -92
01- 6743 -011
7050.02.96 -1
528454 -2 -1
528454 -9 -1
528454 -10 -1
520109 -1
520109 -2
520109 -3
520109 -6
520109 -7
520191 -1
520109 -2 -1
E -1
Test Name/Report
Miami Dade Protocol PA 101
Miami Dade Protocol PA 101
SSTD 11 -93
Dag
04/08/94
12/16/96
10/25/95
SSTD 11 -93 11/02/95
SSTD 11 -93 12/12/95
ASTM D 1623 02/01/94
ASTM E 108 04/30/93
ASTM E 108 11/16/94
ASTM E 84 01/16/95
PA 114 03/14/96
Miami Dade Protocol PA 101 10/23/98
Miami Dade Protocol PA 101 • • • 12/28/08 • • • • • •
Miami Dade Protocol
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Polvffoam Products Inc. ACCEPTANCE No. : 01- 0521.02
NOTIICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(For File ONLY. Not part of NOA) --
C: CALCULATIONS: Walker Engineering, Inc., Evaluation of Tests. Dated 04/07/99
D. MATERIAL CERTIFICATIONS: NONE
E. STATEMENTS: NONE
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Product Control Examiner
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M I A M I.DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Alfareria El Volcan
8405 NW 53 St., suite c -102
Miami, FL 33166
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or
the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for
quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer
will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such
product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is
determined by BCCO that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the South Florida Building
Code, 1994 Edition for Miami -Dade County or Florida Building Code.
DESCRIPTION: Volcan "S" Statue Clay Barrel Roofing 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 m 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.
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This NOA consists of:pageis tfiraut �.
The submitted docun%rttahom pas reyieaed by Frank Zuloaga, RRC
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NOA No.: 01- 0828.01
Expiration Date: 11/27/07
Approval Date: 11/27/02
Page 1 of 4
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material:
1. SCOPE
This new roofing system using Volcan S' Statue Clay Barrel Roofing Tile as manufactured by
Hacienda EL Volcan described in Section 2 of 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 Iisted in
section 4 herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Volcan `S' Statue
Clay Barrel
RoofingTile
Trim Pieces
2.1 SUBMITTED EVIDENCE:
Test Agency
IBA Consultants, Inc.
PRI Asphalt Technologies, Inc.
PRI Asphalt Technologies, Inc.
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 RAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofmg Applications
• • • Stanaariis ais4& sactior;i. l herein.
3.5 • 30/9i hpt;ncpprd, ittder?ayment applications may be installed perpendicular to the roof slope
• • un ess stand dtheetviil;eby the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
• compliance • wi4k applieablebuilding code. •
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Roofing
Roofmg Tiles
Clay
Dimensions
Length: 18.25"
Width: 10.50
varying thickness
Length: varies
Width: varies
varying thickness
Test Product
Specifications Description
High profile, one - piece, 'S' shaped, clay roof
PA 112 tile with a single roll. For direct deck nail -on,
mortar set, or adhesive set applications.
Accessory trim, clay roof pieces for use at
PA 112 hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Test Identifier
2799 -1
PDI- 002 -02 -01
PDI -01 -02 -01
Test Name/Report
TAS 112
TAS 101
TAS 101
Date
08/22/02
10/08/02
10/08/02
NOA No.: 01- 0828.01
Expiration Date: 11/27/07
Approval Date: 11/27/02
Page 2 of 4
Table 1: Average Weight (W) and Dimensions (1 x w )
Tile Profile
Weight -W (Ibf)
Length -I (ft)
Width -w (ft)
Volcan "S" Statue Clay
Barrel Roofing Tile
6.43
1.52
0.85
Table 2: Aerodynamic Multipliers - X (ft
3 ":12"
Tile
Profile
A. (ft
Direct Deck Application
Volcan "S" Statue Clay Barrel Roofing Tile
0.308
Tile Profile
3 ":12"
4 " :12"
5 ":12"
6 ":12"
7 ":12"
Volcan "S" Statue Clay
Barrel Roofing Tile
Direct Deck
Direct Deck
Direct Deck
Direct Deck
Direct Deck
4.86
4.80
4.73
4.63
4.52
Table 4: Attachment
. for
Resistance Expressed as a Moment
Single Patty Adhesive Set Systems
Tile Application
- M (ft -Ibf)
Minimum Attachment
Resistance
Tile
Profile
Volcan "S" Statue Clay
Barrel Roofing Tile
Polyfoam PolyPron" AH 160
26.7
1 Paddy placement of 41.5 grams of PolyProTM.
4
4. INSTALLATION
4.1 Volcan "S" Statue Clay Barrel Roofing Tile and its components shall be installed in strict
compliance with Roofing Application Standard RAS 120.
4.2 Data For Attachment Calculations
Table 3: Restoring Moments due to Gravity - Mg (ft -Ibf)
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or
following statement: "Miami -Dade County Product Control Approved ".
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.
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]VOA No.: 01- 0828.01
Expiration Date: 11/27/07
Approval Date: 11/27/02
Page 3 of 4
1
VOLCAN `S STATUE CLAY BARREL ROOF TILE
PROFILE DRAWINGS
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END OF THIS ACCEPTANCE
NOA No.: 01- 0828.01
Expiration Date: 11/27/07
Approval Date: 11/27/02
Page 4 of 4
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MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305 - 795 -2204
Building Inspection Requs
0 Time
Type Insp'n �^
Permit No. l 7 ' • 0' ) ) D
Address � 1 1 F1 l - \
Comp any P- 4,
Phone #
For Inspector ) 2/� Name & Dat
Approved
Correction ❑ r�,/�C
Re- Insp'n Fee ❑