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CHAPTER 15, SECTION 1524
HIGH VELOCITY HURRICANE ZONES
REQUIRED OWNERS t~OT!FiCAT!ON FOR ROOF!r~G CONSIDERATIONS
1524.1 Scope_ As it pertains to this section, it is the responsibHdy of the roofing contractor to provide the
owner wilh lhe required roofing per mil, and to explain to the owner !he content of this section. The
provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and
standards of the industry for roofing system installations. Additionally, the following items should be
addressed as pari of the agreement between the owner and !he contractor. The owner's initials in !he
designated space indicates that the item has been explained.
~ __ 1. Aeslhetlcs-workmonshlp: The workmanship provisions of Chapter 15 (High-Velocity Hurricane
Zone) ore for the purpose of providing the roofing system meets the wind resistance and water
intrusion pertormance standards. Aeslhelics (appearance) are not a consideration with respect
to workmanship provisions. Aesthetic issues such as colOr or architectural opp~arance, that are
not par! of a zoning code should be addressed as pari of I he agreement between fhe owner
0 ,..--and !he contractor.
!( ~ 2. RenalHng wood decks; When replacing roofing, the existing wood roof deck may have fo be
renailed in accordance with current provisions of Chapter 16 (High-Velocity Hurricane Zones)
of lhe Florida Building Code, Building. (The roof deck is usually concealed prior to Removing the
'])__.-existing roof system.)
).( KJ __ 3 3. Common roofs: Common roofs are !hose which have no visible delineation bel ween neighboring
units (ie., townhouses. condominiums. etc.). In buildings wilh common roofs. the roofing contractor
() r and/or owner should notify the occupants of adjacent units of roofing work lobe performed.
A -~--£4. Exposed ceilings: Exposed, open beam ceilings are where the underside of !he roof decking can
be viewed from below. lhe owner may wish lo maintain the architectural appearance; lherefore,
roofing nail penelralions of the underside of the decking may not be acceptable. The owner
()_......... provides the option of maintaining !his appearance.
X~ 5. Pending wafer. lhe current roof system and/or deck of !he building may not drain well and may
cause water to pond (accumulate} in low-lying areas of lhe roof. Ponding can be an indication
l«-)c_6.
of structural distress and may require the review of a professional strvciural engineer. Ponding may
shorlen the life expeclancy and performance of lhe new roofing system. Ponding conditions may
not be evident until the original roofing system is removed. Ponding conditiom should be
corrected.
Overflow scuppers (wall outlets): II is required thai rainwater flow off so I hal !he roof is no!
overloaded from a buildup of water. Perimeler/edge walls or olher roof extensions may block this
discharge if overflow scuppers wall outlets) are no! provided. II may be necessary lo inslall
overflow scuppers in accordance wilh !he requirements of: Chop1ers 16 and 16 l1erein and the
·:1-Fiorida Building Code. Plumbing.
'x _\~ __ 7. Venlllallon: Mosl roof structures should have some ability to vent natural airflow through !he
interior of the structural assembly (!he building itself). The exisHng amount of ollie venlilalion shall
not be reduced.
Exception: Allie spaces, designed by a Florida-licensed engineer or registered orch;tecl to eliminate
!l1e attic venting. venting sr1all not be requ1red.
Florida Building Code Edition 201 o
High Velocity Hurricane Zone Uniform Permit Application Form
Section A {General Information)
Master Permit No. Process No. --------------------
Contractor's Name Ac l,o(l f2oo.C\I\.J ser¥,'(.1(.5 ;/tc.
Job Address ____________________________________________________ __
D LowSiope
D Asphaltic
Shingles
~ewRoof
ROOF CATEGORY ~chanically Fastened Tile
D Metal Panel/Shingles
D Mortar/ Adhesive Set Tile
0 Wood Shingles/Shakes
0 Prescriptive BUR-RAS 150
ROOF TYPE
D Reroofing D Recovering D Repair 0 Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
4'J...-Cf ?/ L{Lq 3
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.
~· ~ .. 0 0~ -~ ~~~ --,-
\~
c-1---
-I--
-1·-1---
I ·---
1------r---
-f----
-~
-r---t
1--t-~ ~
2 ! I L ; I I _I ' I I --__ t '--
HIGH-VELOCITY HURRICANE ZONES
Florida Building Code Edition 2010
H' Ve · Hurricane Zone Unifonn Permit ication Form.
Section D (Steep Sloped Roof System}
j Product Approval Number: {/-0 3 Z I ' 0 6
I Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
I P1: -i./J. ~ P2: -ff.X). ~ P3: -f(;JO. lo ~-~~~--~~--·-------~--------~
Maximum Design Pressure
Product Approval Specific System:
i-f J, 'A
Method of tile attachment J · IOD &.<I.;. II..~-,fk.ib
Steep Sloped Roof System Description
Deck Type: I S/61< [ o>< I
Roof Slope:
ypeUnddeitr~law~tt;e~ntt:;,====================================~, . }-A-~ tJfJe 1£-3:J/b LaP(Jt*t:l '( ''t). L · .
.-
:5 :12
Mean Roof Height:
2010 FLORIDA BUILDING CODE-RESIDENTIAL 44.23
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. Com e the values
for M, with the values from M1• If the M, values are greater t or equal to the M,
values, for each are the roof, then the tile attach method is acceptable.
(Pl: ___ x A __ _ Product Approval M1 __ _
(P2: X,\ ___ /"""'-----J --"""-..... Product Approval M1 __ _
(P3 : X,\_-"""--___ -Mr3 __ _
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (M,) From Table Below 31. "' Product Approval M, f I, L
M R~uired Moment Resistance*
Mean Roof Height ~
Roof Slope .. 15' 20' 25' 30'
2:12 34.4 36.5 38.2 39.7
3:12 32.2 34.4 36.0 37.4
4:12 30.4 32.2 33.8 35.1
{5:1~ 28.4 30.1 GH.6) 32.8
6:12 26.4 28.0 29.4 30.5
7:12 24.4 25.9 27.1 28.2
*Must be used in conjunction with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
40'
42.2
39.8
37.3
34.9
32.4
30.0
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
th n u h h d bl e 1 e a ac mentm t 0 is accepta e.
Method ' plift Based Tile Calculations PerRAS 127"
(P,: __ x 1: __ = __ xw:= -W: __ X COS 0: _-_= F,1 __ Product Approval P
(P2 : __ x 1: __ = __ x w:= ___)-: __ x cos 0:_-_= Ff2 __ Product Approval P
(P3 : __ x 1: __ = __ x w:= ___)-W: xcosO: -~--Product Approval F
Where to Ob~rmation
Description Symbol /~ Where to find
Design Pressure P1orP2orP3 RA027 Table 1 or by an ~ineering analysis prepared by PE based on ASCE 7
Mean Roof Height H l..-J6b Site ""' Roof Slope (} / Job Site "' Aerodynamic Multiplier A/ Product Approval ~
Restoring Moment due to Gravity Y. Product Approval "' Attachment Resistance /M, Product Approval '-,
Required Moment Resistance M, Calculated ~
Mmimum Attachment Res1sta~ F' Product Approval ... ,,
Required Uplift Resistake F, Calculated >-
Average Tile Weight w Product Approval
Tile Dm1ensions I~ length ProduC1 Appwval w width
All calculations musl be submitted to the Building Official at the time of permit application.
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyglass USA Inc.
150 Lyon Drive
Fernley, NV 89408
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-24 74
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
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 RER -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. RER 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: Polyglass Polystick Underlayments
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 ofNOA.
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 revises NOA #11-1229.01 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0713.02
Expiration Date: 09/13116
Approval Date: 02/14113
Page 1 of 8
ROOFING COMPONENT APPROVAL
Category:
Sub-Category:
Roofing
Underlayment
Material: SBS , APP Self-Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Product
Polystick MTS
underlayment
Manufacturing Location
#2
Polystick IR-Xe
underlayment
Manufacturing Location
#1 & #2
Polystick TU
underlayment
Manufacturing Location
#1 
Polystick TU Plus
underlayment
(Surface Printing)
Manufacturing Location
#1 
Polystick TU P
underlayment
Manufacturing Location
#2
Polystick Tile Pro
Manufacturing Location
#2
Polystick Dual Pro
Manufacturing Location
#2
Dimensions
Roll:
65'8" X 3'3-3
/8"
60 mils thick
Roll:
65' X 3'3-3/8"
Or65'x3'
60 mils thick
Roll:
32' I 0" X 3 '3-3/8"
I 00 mils thick
Roll:
65' X 3'3-3 /8"
80 mils thick
Roll:
32' 10" X 3'3-3/8"
130 mils thick
Roll:
61' X 3'3-3/8"
60 mils thick
Roll:
61' X 3'3-3 /8"
60 mils thick
Test
Specification
TAS 103
TAS 103 and
ASTMD 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTMD 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
Product
Description
A homogeneous, rubberized asphalt
waterproofing membrane, glass fiber reinforced
with polyolefinic film on the upper surface for
use as an underlayment for metal roofing, roof
tile, slate tiles and shingle underlayment.
A fine granular/sand top surface self-adhering,
APP polymer modified, fiberglass reinforced,
bituminous sheet material for use as an
underlayment in sloped roof assemblies.
Designed as an ice & rain shield and as a flat
roof tile underlayment.
A heavy granuled surface self adhering, APP
polymer modified, fiberglass or polyester
reinforced, bituminous sheet material for use as
an underlayment in sloped roof assemblies.
Designed as a a roof tile underlayment.
A rubberized asphalt self-adhering, glass-
fiber/polyester reinforced waterproofing
membrane. Designed as a metal roofing and roof
tile underlayment.
A rubberized asphalt waterproofing membrane,
glass-fiber/polyester reinforced, with a granular
surface designed for use as a tile roof
underlayment.
A rubberized asphalt self-adhering, glass-
fiber/polyester reinforced waterproofing
membrane. Designed as a metal roofing and roof
tile underlayment.
A rubberized asphalt self-adhering, glass-
fiber/polyester reinforced waterproofing
membrane. Designed as a metal roofing and
roof tile underlayment.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 2 of 8
PRODUCTS DESCRIPTION:
Product
Polystick TU Max
Manufacturing Location
#2
Dimensions
Test
Specification
Product
Description
Roll:
65'8" X 3'3-3/8"
60 mils thick
TAS 103 and
ASTM D 1970
A rubberized asphalt self-adhering, polyester
reinforced waterproofing membrane. Designed
as a a roof tile underlayment.
MANUFACTURING PLANTS:
!.Hazelton, P A
2. Winter Haven, FL
EVIDENCE SUBMITTED:
Test Agency
Exterior Research & Design, LLC
Trinity I ERD
PRI Asphalt Technologies
Momentum Technologies, Inc.
Test Identifier
11756.04.01-1
11756.08.01-1
02202.08.05
P5110.08.07
P10870.09.08-R1
P10870.04.09
P33360.06.10
P33370.03.11
P33370.04.11
P36900.09.11
P37300.1 0.11
P40390. 08.12-1
?40390.08.12-2
P40390.10.12
PRI01111
PUSA -005-02-0 1
PUSA -018-02-01
PUSA-035-02-0 1
PUSA-033-02-0 1
PUSA-055-02-02
PUSA -083-02-0 1
PUSA-089-02-01
JX20H7A
RX14E8A
DX23D8B
DX23D8A
Test Name/Report Date
TAS 103 04/27/01
ASTMD 1970 08/14/01
TAS 103 08/29/05
TAS 103 08/29/07
TAS 103 12/04/08
TAS 103/ASTM 04798 & G155 04/13/09
ASTM 01970 07/01/10
TAS 103 03/02/11
ASTM D 1623 04/26/11
TAS 103/ASTM 04798 & G155 09/01/11
TAS 110/ASTMD4798&D1970 10/19111
TAS 103 & TAS 110 08/06/12
ASTM D 1623 08/07/12
ASTM D 1970 10/03/12
ASTM 04977 04/08/02
ASTM 04977 01/31/02
ASTMD2523 07/14/03
TAS 103 09/29/06
ASTM D 1970 01/12/06
TAS 103 12/10/07
TAS 103 06/30/08
TAS 103/ASTM 04798 & G155 07/06/09
TAS 103/ASTM 04798 & G155 04/01/08
TAS 103/ASTM 04798 & G155 11/09/09
TAS 103/ASTM 04798 & G155 02/18/10
TAS 103/ASTM 04798 & G155 02/18/10
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1: Wood, non-insulated
Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626.
Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4'' head lap. (for
base sheet only)
Membrane: Polystick membranes self-adhered.
Surfacing: None
1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels,
and sweep the deck thoroughly to remove any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS Ill.
3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-W' and end
laps shall be a minimum of6." Roll the membrane into place after removing the release strip. Vertical
strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with
applicable building code.
4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the
membrane from the center outward in both directions.
5. For ridge applications, center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special
attention to lap areas.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product
Control Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6" piece ofunderlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be
applied over the underlayment.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 4 of 8
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles,
non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR-Xe, TU, and TU
P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in
rooftile systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of
irregularities.
5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof
membrane as a recover system.
6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of
days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times; not to exceed the preceeding maximum time limitations.
Exposure Limitations (da' s)
MTS IR-Xe TU TU Plus TUP Tile Pro Dual Pro TUMax
Winter Haven, FL. 180 180 180 180 180 180 180 90
Hazelton, P A. NIA 30 30 180 N/A N/A N/A N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9N-3 of the Florida Administrative Code.
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used in both
adhesive set and mechanically fastened roof tile applications. Polystick IR-Xe, and Dual Pro are limited to
mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens
roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile
applications with the exception of mortar set tile applications.
9. The maximum roof slope for use as roof tile underlayment for (direct-to-deck) tile assemblies shall be as
follows: (See Table Below)
Tile Profile Polystick MTS Polystick IR-Xe Polystick TU, TU Polystick TU
Plus, TU P, Tile Max
Pro
Flat Tile Prohibited without 5:12 No limitation No limitation
battens
Profiled Tile Prohibited without Prohibited No limitation No limitation
battens
The above slope limitations can be exceeded only by using battens and counter battens in accordance with the
Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens
are required for both loading and installation of tiles at all times.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 5 of 8
GENERAL LIMITATIONS: (CONTINUED)
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all
underlayments except Polystick MTS which §hall be loa<jed onto battens.
Roofing Tiles
(6 Max. Per Stack)
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product
with specific prepared roofing products. Polystick MTS, IR-Xe, TU, TU Plus, TU P, TU Max, Dual Pro and
Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR-Xe,
TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of
Acceptance. If Polystick MTS, IR-Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is 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
products, wind uplift resistance, and fire testing results.
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,
city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control
Approved" or the Miami-Dade County Product Control Seal as shown below .
• MW1-~flgUNTY.
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 this materials.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 6 of 8
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES:
1. Polyglass does accept the direct application ofPolystick underlayment membranes to wood decks. Installers
are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is
acceptable. Please also refer to applicable Product Data Sheets of the corresponding products.
2. All rolls, with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass
Back Nailing Guide. Nails shall be, II gauge ring shank type, applied with a minimum 1" metal disk as
required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of
12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on
the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area
being back-nailed. (Please refer to applicable local building codes prior to installation.)
3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer ofPolyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic
between the laps does not apply to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Poly glass
Tile Loading Guidelines. See General Limitations #9 and #10.
6. Battens and/or Counter-battens, as required by the tile manufacturers NOA's, must be used on all projects for
pitch/slopes of 7"112" or greater. It is suggested that on pitch/slopes in excess of 6 114"/12", precautions
should be taken, such as the use of battens to prevent tile sliding during the loading process.
7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours.
8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or
exposed roofto wall details.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polypi us 55 Premium Modified
Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing
Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set
and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6
inches in either direction. The repair should be installed in such a way so that water will run parallel to or
over the top of all laps of the patch.
10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass
requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are
acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits
rolling.
11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request. It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami-Dade Notice of Acceptance (NOA) approval for Polystick membranes and
PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800)
894-4563.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 7 of 8
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined
by the National Roofing Contractors Association (NRCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 8 of 8
MIAMI·IIIDE fet.Uidti
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Eagle Roofing Products LLC
1575 East C.R. 470
Sumterville, FL 33585
SCOPE:
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.minmidade.gov/buildine;/
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 BNC -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. BNC
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: Capistrano Concrete Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: 11Miami-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 ifthere 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 ofNOA.
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 NOA #07-1018.09 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
~ NOA No.:ll-0321.03
Expiration Date: 10/05/16
Approval Date: OS/12/11
Page I of7
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material:
1. SCOPE:
Roofing
Roofing Tiles
Concrete
This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by
Eagle Roofing Prod~cts LLC in Sumterville, FL. and described in Section 2 of this Notice of
Acceptance. For locations where the pressure requirements, as detennined by applicable
Building Code does not exceed the design pressure values obtained by calculations in
compliance with RAS 127 using the values listed in section 4 herein. The attachment
calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION:
Manufactured by
Applicant
Capistrano Concrete
Tile
Trim Pieces
Dimensions
L <= 17"
w === 12 Y4"
Thickness === W'
I= varies
w=varies
varying thickness
Test Product
Specifications Description
TAS I 12 High profile concrete rooftile. For direct
deck or battened nail-on applications.
T AS 112 Accessory trim, clay roof pieces for use at
hips, rakes, ridges and valley
terminations. Manufactured for each tile
profile.
NOA No.:ll-0321.03
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 2 of7
2.1 EVIDENCE SUBMITIED:
Test Agency Test Identifier
PRI Asphalt Technologies ERPF-001-02-02
Redland Technologies 7161-03
Appendix III
Redland Technologies Letter Dated Aug. 1,
1994
Redland Technologies P09647-01
Redland Technologies P0402
The Center for Applied 94-083
Engineering, Inc.
The Center for Applied 94-084
Engineering, Inc.
The Center for Applied 25-7094-(3, 6 & 9)
Engineering, Inc.
The Center for Applied 25-7120-(1 & 2)
Engineering, Inc.
The Center for Applied 25-7183-(3 & 4)
Engineering, Inc.
The Center for Applied 25-7214-(3, 4, &7)
Engineering, Inc.
The Center for Applied 25-7804-4
Engineering, Inc.
Celotex Corporation 520111-3
Testing Services
Celotex Corporation 520191-2-1
Testing Services
Walker Engineering, Inc. Calculations
Test Name/Report Date
TAS-112 Aug. 2006
Static Uplift Testing Dec. 1991
TAS 102 & 102(A)
Wind Tunnel Testing Aug. 1994
T AS 108 (Nail-On)
Wind Tunnel Testing Aug. 1994
TAS 108 (Mortar Set)
Withdrawal Resistance Testing of screw Sept. 1993
vs. smooth shank nails
Static Uplift Testing April1994
TAS 101 (Adhesive Set)
Static Uplift Testing May 1994
TAS 101 (Mortar Set)
Static Uplift Testing Oct. 1994
TAS 102
Static Uplift Testing Nov. 1994
TAS 102
Static Uplift Testing Feb. 1995
TAS 102
Static Uplift Testing March, 1995
TAS 102
Static Uplift Testing Sep. 1996
TAS 102
Static Uplift Testing Dec. 1998
TAS 101
Static Uplift Testing March 1999
TAS 101
Aerodynamic Multiplier Sep.2006
NOA No.:ll-0321.03
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page3 of7
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 in accordance with TAS
I 06 may required, refer to applicable building code.
3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform
quarterly test in accordance with T AS 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 Roofing 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 applicable building code.
4. INSTALLATION
4.1 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be installed
in strict compliance with Roofing 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-1 (ft) Width-w (ft)
CBJ)istrano Concrete Tile 10 1.417 1.04
Table 2: Aerodynamic Multipliers -'A (ft~)
Tile
Profile
Capistrano Concrete Tile
Table 3:
Tile 3":12"
Profile
Capistrano Battens Direct
Concrete Tile Deck
6.68 6.99
'A (ft~) A (ftT)
Batten Application Direct Deck Aoolication
0.300 0.277
Restoring Moments due to Gravity -Mn (ft-lbf)
4":12" 5":12"
Battens Direct Battens Direct
Deck Deck
6.57 6.88 6.44 6.73
6":12" Greater than
Battens
6.28
7":12"
Direct Battens Direct
Deck Deck
6.56 6.10 6.38
NOA No.:ll-0321.03
Expiration Date: 10/05/16
Approval Date: OS/12/11
Page4of7
t
Table 4: Attachment Resistance Expressed as a Moment-M1 (ft-lbf)
for Nail-On Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 15/32" plywood) (min. 19/32" plywood)
Capistrano 2-1 Od Ring Shank Nails 28.6 41.2 19.4
Concrete 1-1 Od Smooth or Screw 5.1 6.8 2.8
Tile Shank Nail
2-1 Od Smooth or Screw 6.9 9.2 7.3
Shank Nails
1 #8 Screw 20.7 20.7 18.1
2#8 Screw 43.2 43.2 29.8
1-10d Smooth or Screw 23.1 23.1 19.0
Shank Nail (Field Clipl
1-1 Od Smooth or Screw 29.3 29.3 24.0
Shank Nail (Eave Clip)
2-10d Smooth or Screw 27.6 27.6 38.6
Shank Nails {Field Clip)
2-1 Od Smooth or Screw 38.1 38.1 41.8
Shank Nails (Eave Clip)
2-10d Ring Shank Nails 33.1 48.1 45.2
1. Installation with a 4" tile headlap and fasterners are located a min. of 2%" from head of tile.
Table 5: Attachment Resistance Expressed as a Moment M, (ft-lbf)
for Two Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Capistrano Concrete Tile Adhesive 29.3'
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 10.7 grams.
Polyfoam Product, Inc. Average weight per patty 8 11rams.
Table 6: Attachment Resistance Expressed as a Moment -M 1 (ft-lbf)
for Single Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Capistrano Concrete Tile Polvfoam PolvPro ™ 66.5"
Polyfoam PolyPro ™ 38.74
3 Large paddy placement of 63grams of PolyPro TM.
4 Medium paddy placement of 24grams of PolyPro ™.
Table 7: Attachment Resistance Expressed as a Moment -M, (ft-lbf)
Tile
Profile
Capistrano Concrete Tile
5 Tile-Tite Roof Tile Mortar.
for Mortar Set Systems
Tile
Application
Mortar Set"
Attachment
Resistance
24.5
NOA No.:tl-0321.03
Expiration Date: 10/05/16
Approval Date: 05/12/11
PageS of7
5. LABELING :
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See
Detail Below), or following statement: "Miami-Dade County Product Control Approved".
EAGLEJ-.
FLORIDA
CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT
(LOCATED ON UNDERSIDE OF 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 Building Official or Applicable building code in
order to properly evaluate the installation of this system,
NOA No.:11-0321.03
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 6 of7
PROFILE DRAWING
CAPISTRANO CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No.:ll-0321.03
ExpirJJtion Date: 10/0S/16
Approval Date: OS/12/ll
Page7 of7
CITY OF PARKLAND BUILDING DEPARTMENT 954-753-5447
Date Received: 3/5/14 Permit Number: BLDG1403-0024
Lot: 3 Block: F Subdivision: HERON BAY NORTH
PLAT3 _;::;;;;;::;·-...
Job Address: 11586 NW 79 MNR (fC-ooW·
Work Description: 3/F OSPREY LAKES
Contractor: WCI COMMUNITIES Phone:2394443433
llC
DEPARTMENT Date Denied Date Approved Initials
ZONING
LANDSCAPING
ENGINEERING
FIRE
STRUCTURAL l..!-2.8'-14 I ("i:n"'"'~ofl'\
ELECTRICAL
PLUMBING
MECHANICAL