RF-14-4Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
nspection Number: INSP-206985 Permit Number: RF -1-14-4
Inspection Date: February 21, 2014 Permit Type: Roof
Inspector: Rodriguez, Jorge Inspection Type: Final Roof
Owner: JONES VAN HOOSEAR, NANCY Work Classification: Repair Roof
Job Address: 117 NW 100 Terrace
Miami Shores, FL
Project: <NONE>
Phone Number 3057573185
Parcel Number 1131010220230
Contractor: ENVIROTECH ROOFING & CONSTRUCTION INC Phone: (305)207-4993
Buildina Department Comments
REPAIR TILE LEAK
Infractio Passed Comments
INSPECTOR COMMENTS True
Inspector Comments
Passed i
CREATED AS REINSPECTION FOR INSP-205251. Need revision.
Roof ok for final
Failed El
Correction
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
For Inspections please call: (305)762-4949
February 21, 2014 Page 1 of 1
Miami Shores Village c
Building Department D FEB t 4 2014
90050 N.E.2nd Avenue, Miami Shotes, Florida 33138 BY---,/O�
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
JOB ADDRESS: _ I I'3 P 06 �� (
City: 1Vrami Shotes County: Miami Dade Zip:
Folio/Parcel#:
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple
Address: 1 I .} N LA..,' t CLO
City: Lw1 lJ�• e ( Q State: e - f L Zi
1
� p:
Tenant/Lessee Name: Phone*
Email:
CONTRACTOR: Company Name: z 1 0 -'LC -L9 '4.1z� 4 el �' Phone#: �/ �G ° 3) q ^ w L
Address: ) 3 � a l i C..s Q1 «
City: iii i State:
Qualifier Name:
State Certification or Registration #: C C.\ 1 5.4 r( K J;3 Certficate of Competency #:
Contact Phone#: l Address:
DESIGNER: Ambitect/Engincer. Iv 14,
Value of Work for this Permit: $
Type of Work: OAddition DAlteration
Description of Work: "-R-CIA S i ai I
Color thru tile:
971
far' Footage of�Vor.
r►-� z 147m,
zip: 33>? -T
-3 7-s /4--.1®(4G
Submittal Fee $ Permit Fee $ CCF $, CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
Oonding;Company's Name,(if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws 'regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT:'
Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a1einspectiondfee will be charged.
O ne or Agent
The foregom* instrument was acknowWdged before me this
day or gr t. 20/;__5;1_9 by
who is o y kno me or who has aced
As identification and who did take an oath.
NOTARY PUBL
•`'� "" �''�• NATALY FERNANDEZ
,ms's
Notary Public -State of Flot1M
Sign:
a My Comm. Expires Aug 9, 20116
Prim:
My Commission
Contractor
The foregoing instrument was acknowledged before me this L;2
JP -
day o��y
0 � by e � JP z Pl�--
who 'to me or who has produced
as identification and who did take an oath.
Structural Review
(Revised 3/12i2012)(Revlsed 07/10/07)(Revised 0611(112009)(Revised 3/15/09)
NOTARY
Sign: -
Print
My Commission Expires:
ELISA I POUSO
Notary Public - State of Florida
My Comm. Expires Oct 4. 2016
BOndPO Through Nahonat
Zoning
Clerk
Momma gadding Cade 201P ofmit ppilca"*n "onn
wt Vetod:.v N.Mcme tone Unf*fm
4D
gyIV
yetpom,,....
Number.
Mae* of AC"Plm"'
Iicabte (From RAS12T or C��ulatio�i 1
t �nlntum Oos19u end Pressures, k APP
_ —I _Q -*k P3:
of oft
d
St �O
p,�t 7jip0• '�� •�-2.10
�gtop0: sutallon: ���
astet+Or'�YPO
�O Vince°"� dheatve TYPO � �
• 91
...�-�, Cap g SS
ooh covoinA:
ypo & $ISO Cf1p
•
hP _ `_ ` 9e � 1
BY.
DATE ..-w
ZONING DEF F
BLDG DEPT
SUBJECT fO CCNIPI.If NCE WI FH
STATE ANO C( UNv �'f rilL_S--AT10NS
A 01
• ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section E (.Tile Calculations)
For Moment based file systems, choose either Method I or 2. Compare the values for Mr with the values from Mt. If the Mt values are greater than or
equal to the Mr values, for each area of the roof, then the file attachment method is acceptable.
Method I "Moment Based Tile Calculations Per RAS 127"
(Pl:_+�,�g Mg•.q P'°duct Approval M ft�
11w� Mg:�d++p� hlrz�1` Produn Approval Mtn
(P3: L•� � Mg: �._1_ Z eruct Appraal Mr�7 •�
Method 2 "Simplified Tile Calculations Per Table Below"
*Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals.
ForUpliftbased file systems use Method 3. Compared the values for F with the values for Fr. Ir the F values are greater than or equal to the Fr values,
for each area of the roof then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
.*
(PI: x L = x w: _ _) - W x cos o • = Frt -- Product Approval F
(Pz: x L = x w _ _) - W x cos 8 = Frz Product Approval F
(P3: x L = x w: - W: x cos 8 _•...— = Fr3 ---•-• Product Approval F
Where to O tain I f mation
Descripflon -- -ftmbol Where to find
Design Pressure P1ornor P3 RAS 127 Table Iorbyanengineering analysis Prepared byPEba=WonASCE7
2010
Mean Roof Height
Mr required Moment Resistance*
lob Site •
Roof Slope
Wean Roof Height's
Roof slope ,�
15'
20' 25'
30•
40•
2:12
34.4
36.5 38.2
39.7
42.2
3:12
322
34A 36.0
37A
39.8
412
30.4
32.2 33.8
35.1
37.3
5:12
28.4
30.1 31.6_
.' 32.8
34.9
6:12
26.4
28.0 _29.4
30.5
32A
7:12
24.4
25.9 27.1
282
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.
ForUpliftbased file systems use Method 3. Compared the values for F with the values for Fr. Ir the F values are greater than or equal to the Fr values,
for each area of the roof then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
.*
(PI: x L = x w: _ _) - W x cos o • = Frt -- Product Approval F
(Pz: x L = x w _ _) - W x cos 8 = Frz Product Approval F
(P3: x L = x w: - W: x cos 8 _•...— = Fr3 ---•-• Product Approval F
Where to O tain I f mation
Descripflon -- -ftmbol Where to find
Design Pressure P1ornor P3 RAS 127 Table Iorbyanengineering analysis Prepared byPEba=WonASCE7
2010
Mean Roof Height
H
lob Site •
Roof Slope
6
lob Site _
Aerodynamic Multiplier
Product Approval
Restoring Moment due to Gravity
M
Product Approval
Attactunent Resistance
Mf
Product Approval
Required Moment Resistance
M
Calculated
Minimum Attachment Resistance
F
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
'lite Dimensions
=
L length
W = width
Product Approval
_
pplication
All calculations must be submitted to the building official at the time of permit application-
2010 FLORIDA BUILDING CODE — BUILDING 115.37
MIAMI-DARE COUNTY
H"mmPRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy
Polyglass USA Incl'
150 Lyon Drive
Fernley, NV 89408
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County 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 of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This revises NOA #11-1229.01 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
LNOA No.: 12-0713.01
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 1 of 8
ROOFING COMPONENT APPROVAL
Category Roofing
Sub -Category: Underlayment
Material: SBS , APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, AFP
underlayment 32'10" x 3'33/$" ASTM D 1970 polymer modified, fiberglass or polyester
Manufacturing Location 100 mils thick reinforced, bituminous sheet material for use as
#1 & #2 an underlayment in sloped roof assemblies.
Designed as a a roof tile underlayment.
Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self -adhering, glass-
underlayment 65' x 3'33/&" ASTM D 1970 fiber/polyester reinforced waterproofing
(Surface Printing) 80 mils thick membrane. Designed as a metal roofing and roof
Manufacturing Location tile underlayment.
#1
Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane,
underlayment 32'10" x 3'3 3/s" ASTM D 1970 glass-fiber/polyester reinforced, with a granular
Manufacturing Location 130 mils thick surface designed for use as a tile roof
#2 underlayment.
Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass -
Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and roof
tile underlayment.
Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass-
Mamfacturing Location 61' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick 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
Test
Product
Product
Dimensions
Specification
Description
Polystick MTS
Roll:
TAS 103
A homogeneous, rubberized asphalt
underlayment
65'8" x 3933/8"
waterproofing membrane, glass fiber reinforced
Manufacturing Location
60 mils thick
with polyolefinic film on the upper surface for
#2
use as an underlayment for metal roofing, roof
tile, slate tiles and shingle underlayment.
Polystick IR -Xe
Roll:
TAS 103 and
A fine granular/sand top surface self -adhering,
underlayment
65' x 3'33/8"
ASTM D 1970
APP polymer modified, fiberglass reinforced,
Manufacturing Location
Or 65' x 3'
bituminous sheet material for use as an
#1 & #2
60 mils thick
underlayment in sloped roof assemblies.
Designed as an ice & rain shield and as a flat
roof tile underlayment.
Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, AFP
underlayment 32'10" x 3'33/$" ASTM D 1970 polymer modified, fiberglass or polyester
Manufacturing Location 100 mils thick reinforced, bituminous sheet material for use as
#1 & #2 an underlayment in sloped roof assemblies.
Designed as a a roof tile underlayment.
Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self -adhering, glass-
underlayment 65' x 3'33/&" ASTM D 1970 fiber/polyester reinforced waterproofing
(Surface Printing) 80 mils thick membrane. Designed as a metal roofing and roof
Manufacturing Location tile underlayment.
#1
Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane,
underlayment 32'10" x 3'3 3/s" ASTM D 1970 glass-fiber/polyester reinforced, with a granular
Manufacturing Location 130 mils thick surface designed for use as a tile roof
#2 underlayment.
Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass -
Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and roof
tile underlayment.
Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass-
Mamfacturing Location 61' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick 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:
Test Product
Product Dimensions Specification Description
Polystick TU Max Roll: TAS 103 and A rubberized asphalt self -adhering, polyester
Manufacturing Location 65'8" x 3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed
#2 60 mils thick as a a roof tile underlayment.
MANUFACTURING PLANTS:
1.Hazelton, PA
2.Winter Haven, FL
EVIDENCE SUBMITTED:
Test Aaency
Test Identifier
Test Name/Report
Date
Exterior Research & Design, LLC
11756.04.01-1
TAS 103
04/27/01
11756.08.01-1
ASTM D 1970
08/14/01
02202.08.05
TAS 103
08/29/05
Trinity I ERD
P5110.08.07
TAS 103
08/29/07
P10870.09.08 -R1
TAS 103
12/04/08
P10870.04.09
TAS 103/ASTM D4798 & G155
04/13/09
P33360.06.10
ASTM D1970
07/01/10
P33370.03.11
TAS 103
03/02/11
P33370.04.11
ASTM D 1623
04/26/11
P36900.09.11
TAS 103/ASTM D4798 & G155
09/01/11
P37300.10.11
TAS 110/ASTM D4798 & D1970
10/19/11
P40390.08.12-1
TAS 103 & TAS 110
08/06/12
P40390.08.12-2
ASTM D 1623
08/07/12
P40390.10.12
ASTM D 1970
10/03/12
PRI Asphalt Technologies
PRI01 I I I
ASTM D 4977
04/08/02
PUSA-005-02-01
ASTM D 4977
01/31/02
PUSA-018-02-01
ASTM D 2523
07/14/03
PUSA-035-02-01
TAS 103
09/29/06
PUSA-033-02-01
ASTM D 1970
01/12/06
PUSA-055-02-02
TAS 103
12/10/07
PUSA-083-02-01
TAS 103
06/30/08
PUSA-089-02-01
TAS 103/ASTM D4798 & G155
07/06/09
Momentum Technologies, Inc.
JX20H7A
TAS 103/ASTM D4798 & G155
04/01/08
RX14E8A
TAS 103/ASTM D4798 & G155
11/09/09
DX23D8B
TAS 103/ASTM D4798 & G155
02/18/10
DX23D8A
TAS 103/ASTM D4798 & G155
02/18/10
NOA No.: 12-0713.02
MADE
� 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 111.
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-'/z" and end
laps shall be a minimum of 6." 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 of underlayment. 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 LonTATIONS:
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
roof tile 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 rimes; not to exceed the preceeding maximum time limitations.
Ex sure Limitations (days)
MTS IR -Xe TU TU Plus TU P Tile Pro Dual Pro TU Max
Winter Haven, FL. 180 180 180 180 180 180 180 90
Hazelton, PA. N/A 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.
& 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 shall be loaded onto battens.
CL
0
W
N
r
m
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, Til 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.
MIAMI-DADE COUNTY
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 of Polystick 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, 11 gauge ring shank type, applied with a minimum I" 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 of Polyglass
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 Polyglass
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 7712" or greater. It is suggested that on pitch/slopes in excess of 6'/a"/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 roof to wall details.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 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 Shores Village I ''"'"w
BuildingDepartment6y'-
�A" o 2014
p
10050 NY -2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
FBC 20
Permit No.
Master Permit No L
ROOFING
JOB ADDRESS: _ I 1 i P4._> /®o --rL'r -
City. Nami shores County: Miami Dade Zip.
Folio/ParceW
Is the Building Historically Designated: Yes NO
OWNER: Name (Fee Simple
Zone:
Tenant/Lessee Name: Phone#:
Email:
4.
CONTRACTOR: Company Name:�T� T� �Pho> e,
Address: N�iMD \ �,1����'
City: N_&IY i State:- 7ip:331�1
Qualifier
"30T _tCns
State Certification or Registration #: C.—L�',"NtZn�� Certificate of Competency#:
Contact Phone#: Email Address:��"?�� �l
DESIGNER: Awbitect/Engineer. Phone#:
Value of Work for this Permit: $ -Q Square/Linear Footage of Work:
Type of Work: DAddition DAheration ONew W 2erR air/Replace pDemolition
Description of Work: —� �.:Y i hN
Color Jthru dk:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ TraiaingWAncation Fee $ Technology Fee $
Double Fee $ Stractarai Review $
TOTAL FEE NOW DUE $ 7 Z-)
r
Bonding Company's Name (if applicable)
Bonding Company's Address
11
City State
zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a r inspection fee will be charged.
SignaturSignature
Agent Contractor
The fore oing i tTrument was acknowledged before me this i The fore g instrument was acknowledged before me this /V
day of �` 20 J, by . day of )VI 20 a by
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
, ELISA I POUSO
Sign: :'? n
My Comm. Expires Oct 4, 2016
Print:EE 20?519
=v
My Commission Bonded Through National Notary Assn.
APPROVED BY
Plans Examiner
Print:
MyC
as identification and who did take an oath.
PUBLIC:
ELISA I POUSO
Notary Public - State of Florida
Commission # EE
Zoning
Structural Review Clerk
(Revised 3n2/2012)(Revised 07/1 0/07)(Revised 06/10 M)(Revised 3n 5/09)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date:
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: kc-�Ac clx
Property Add
Roofing Permit Number:
0-i L'i
---e C ('.
Dear Building Official:
I S� t�t� certify that I am not required to retrofit the roof to wall connections of my
Mst
'because:
valuation for the structure for u ose of ad valorem taxation is less than 300 000.00. PIpurpose $ ease attach proof of ad
valorem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC)
o2lfte.& -.-, AIA17ey 14/1
Signa Print Name
State of Florida
County of Dade
The undersigned, being the first duly swom,
Sworn to and subscribed before me this
Notary Public, Sate of Florida at Large
t`,pY PVA �{ ELISA I POUSO
�6- �pylpfa�y Puhtin _ State s ReFid_
• My ��Notary
ct 4, 2016
207519
Assn.
above property mentioned.
• When the just valuation of the structure for purpose of ad valorem taxation Is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 621009
;01 v
Code 2010 .
ne Zone Unibnn Pe��
•1ILIIIJ
c
I
..�ixrtx
r.
■ �M MMMMM'�ltw xM.NR�ritY%111
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rt at a a lea RM MMURMrIRt>>i��M� RY lk%0xr R{f{ti 1[MM.00 tulltrllR{+• �ltitrt
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fRs►M .��4.�� WxF411l�k'�i9�i1 �1% 11 1� i !fes 11R► ..L.,. nlool�!PH.. li 411► __,W.r V4,
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��N����1xIYt1 r, �►�d�k�C"i����i����� � ��� * �����ii[1#1Kx��i �r1�i
Ifl� �YY�wewTP�11°Se:..t r M L�
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0.
Flom Building Code 2010 Edition
High Velocity HuMenne Zone Uniform Pormit AppliccaMon Fonn
§222MALMAM-812RIdBW 2 INO
R�1'Syslem ManufactuM..Mi.
NOW ofAccopUmm Number.--=.9�L'�1•Q1�
ljb tntum Destgn Wind Pressures, N Applicable (From RAS 127 or Cakxdations):
P2:" PS:
Meodmim Oos[gn Pnmure
Mom Ow HOA S c:
[ kd" of #its► attachntenD_
D04* Ile:
Ridge vmfttlon?
UM Roof Heigtt'b_-XIL--,
after TM a spacing:
CUP
Type b Ske DIV
dge: WN
q v3X
A
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High -Velocity Hurricane Zone UnNorm Permit Application Foran.
Section E ile Calculations)
For M=mtbased filesystems, choose either Method 1 or 2. Compare the values for Mr with the values from Mt. If the Mf values are greater than or
equal to the Mr values, for each area of the roof, then the the attachment method is acceptable.
. s ` Method 1 "Moment Based Tile Calculations Per RAS 127"
(P,.- )L-:�Ra♦`� y�1- Mg 5 = ?A4, M-- Product Approval M,146
(PV X-- ft =.3 - Mg J 1- K2% \ Product Approval MfL-V:ty�
(P3: x 7l• - Mg:�� K3a,, Product Approval Mf-»,�
Method 2'Simplified Tile Calculations Per Table Below"
RmAred Moment of Resistance (Mr) From T.W. Product Approval Mr �
*Must be used -do conjunction with a list of moment based file systems endorsed by the Broward County Board of Rules and Appeals.
ForUpfift based file systems use Method 3. Compared the values for F with the values for Fr If the F values are greater than or equal to the Fr values,
for each ata of the root then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(PI: X L =,_ X w: = . ) - W: X Cos B ' = Frt __•„ Product Approval V
(P2: X L = X W: a _ , - W; x cos,6 = Fr2 Product Approval F'
(P3: x L = x w: = _ , - W: x cos B . _ = Fra Product Approval F'
Where to
Ob ain Information
Mr required Moment Resistance*
Umbol
Where to find
Meant Roof Height ->
Roof slope �
15'20'
RAS 127Tabklorbyanmginecringanalysis prepared byPEbasedonASCE7
25'
30'
4W
2:12
34.4
lob Site
36.5 38.2
39.7
42.2
3:12
322
Product Approval,
34.4 36.0
37.4
39.8
4:12
30.4
Calculated
32.2 33.8
35.1
37.3
5:12
28.4
Calculated
30.1 31.6
32.8
34.9
6:12
26.4
Product Approval
28.0 29.4
30.5
32.4
7:12
24.4
25.9 27.1
28.2
30.0
*Must be used -do conjunction with a list of moment based file systems endorsed by the Broward County Board of Rules and Appeals.
ForUpfift based file systems use Method 3. Compared the values for F with the values for Fr If the F values are greater than or equal to the Fr values,
for each ata of the root then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(PI: X L =,_ X w: = . ) - W: X Cos B ' = Frt __•„ Product Approval V
(P2: X L = X W: a _ , - W; x cos,6 = Fr2 Product Approval F'
(P3: x L = x w: = _ , - W: x cos B . _ = Fra Product Approval F'
Where to
Ob ain Information
DescripMon
Umbol
Where to find
Design Passims
PI or P2 or P3
RAS 127Tabklorbyanmginecringanalysis prepared byPEbasedonASCE7
Mean Roof Height
H
lob Site
Roof Slope
B
lob Site
Aerodynamic Multiplier
d
Product Approval
Restoring Moment due to Gravity
M
Product Approval,
A#wJ mrom Resistance
Mf
Product Approval
Required Moment Resistance
M
Calculated
bliiaimum Altaehment Resit
F'
Product Approval
Requited UpliftResistam
Fr
Calculated
Average Ttle Weigbt
W
Product Approval
Tile Dirmensiow
W - Length
Product Approval
AU calculations must be submitted to the building official at the time of permit application.
2010 FLORIDA BUILDING CODE - BUILDING a .15.37
M"s OWNER°S NOTIFICATION FORM
SECTION 1524
HIGH VELOCITY HURRICANE ZONE—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the 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 part of the agreement between the
owner and the contractor. The owner's initials in the designed space indicates that the item has been explained.
ED1. Aesthetics-worlonanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for
the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards.
Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color
or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between
the owner and the contractor.
2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in
accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code.
(The roof deck is usually concealed prior to removing the existing roof system).
® 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e.
townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify
the occupants and adjacent units of roofing work to be performed.
wo4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed
from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the
underside of the decking may not be acceptable. The owner provides the option of maintaining its appearance.
FYI 5. Ponding water. The current roof system and/or deck of the building may not drain well and may cause
water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may
require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of
the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding
conditions should be corrected.
Fy6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from
a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall
outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of
ff
r 15 and 16 herein and the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some abilityto vent natural airflow through the interior of the
g
structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced.
Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate the attic venting,
shall not be required.
Owner's/Agents Signature: Date: [21/ / /
Contractor's Signature: Permit Number:
Property Address:
12301-197 12109
r
KIAH MIAMI-DADE COUNTY
is PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOM www.miamidade.Qov/vera
Boral Roofing LLC.'
7575 Irvine Center Drive, Suite 100
Irvine, CA. 92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County 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: Vanguard Roll Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renews NOA# 12-0308.06 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0904.06
Expiration Date: 12/16/17,
Approval Date: 12/06/12
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a system using Vanguard Roll Concrete Roof Tile, as manufactured Boral Roofing LLC in
Pompano Beach, FL., and described this Notice of Acceptance. For locations where the pressure requirements, as
determined by applicable Building Code does not exceed the design pressure values obtained by calculations in
compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations
shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant Dimensions
Vanguard Roll Concrete L = 16-'/2"
Roof Tile W = 13"
%2" thick
Test
Specifications
Product
Description
TAS 112 Low profile, interlocking, high pressure extruded
concrete roof tile equipped with one nail hole and
double roll ribs. For direct deck or battened nail -on,
mortar or adhesive set applications.
Trim Pieces 1= varies TAS 112
w = varies
varying thickness
2. 1 PRODUCT DESCRIPTION
1. Pompano Beach, FL.
2.2 SUBMTMD EVIDENCE:
Test Agency Test Identifier
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
7161-03
Appendix III
7161-03
Appendix lI
P0402
94-060B
94-084
P0631-01
Letter Dated Aug. 1, 1994
Accessory trim, concrete roof pieces for use at hips,
rakes, ridges and valley terminations.
Manufactured for each tile profile.
Test Name/Report
Date
Static Uplift Testing
Dec. 1991
PA 102 & PA 102(A)
Wind Tunnel Testing
Dec. 1991
PA 108 (Nail -On)
Withdrawal Resistance Testing of
Sept. 1993
screw vs. smooth shank nails
Static Uplift Testing
March, 1994
PA 101 (Adhesive Set)
Static Uplift Testing
May 1994
PA 101 (Mortar Set)
Wind Tunnel Testing
July 1994
PA 108 (Mortar Set)
Wind Tunnel Testing
Aug. 1994
PA 108 (Nail -On)
NOA No.: 12-0904.06
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 2 of 6
2.2 SUBMITTED EVIDENCE:
Test Agency
Test Identifier
Test Name/Report
Date
The Center for Applied
Project No. 307025
Wind Driven Rain
Oct. 1994
Engineering, Inc.
Test #MDC -7611
PA 100
The Center for Applied
25-7183-1
Static Uplift Testing
Feb. 1995
Engineering, Inc.
PA 102
(2 Quik -Drive Screws, Direct Deck)
The Center for Applied
25-7183-2
Static Uplift Testing
Feb. 1995
Engineering, Inc.
PA 102
(2 Quik -Drive Screws, Battens)
The Center for Applied
25-7214-2
Static Uplift Testing
March, 1995
Engineering, Inc.
25-7214-6
PA 102
(1 Quik -Drive Screw, Direct Deck)
(1 Quik -Drive Screw, Battens)
Celotex Corporation
528454-2-1
Static Uplift Testing
Sep. 1998
Testing Services
520109-2
PA 101
Dec. 1998
Walker Engineering, Inc.
Calculations
Aerodynamic Multiplier
August 2007
Walker Engineering, Inc.
Evaluation Calculations
25-7183
March 1995
Walker Engineering, Inc.
Evaluation Calculations
25-7094
February 1996
Walker Engineering, Inc.
Evaluation Calculations
25-7496
April 1996
Walker Engineering, Inc.
Evaluation Calculations
25-7584
December 1996
25-7804b-8
25-7804-4 & 5
25-7848-6
Walker Engineering, Inc.
Evaluation Calculations
Aerodynamic Multipliers
October 2007
Walker Engineering, Inc.
Evaluation Calculations
Two Patty Adhesive Set System
April 1999
Nutting Engineering
TAS -112
13343.1
June 2007
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code
Compliance Office for review.
3.4 Minimum 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.
NOA No.: 12-0904.06
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 3 of 6
4. INSTALLATION
4.1 Vanguard Roll Concrete Roof 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
Welght W (Ibf)
Length -I (ft)
Width -w (ft)
1
Vanguard Roll Roof Tile
9.2
1.38
1.08
Table 2: Aerodynamic Multipliers -.% (ft)
Tile
Profile
X (ft)
Batten Application
(ft )
Direct Deck Application
,Vanguard Roll Roof Tile
0.266
0.289
Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)
Tile
Profile
2":12"
3":12"
4":12"
6":12"
6":12"
7':12" or
greater
Vanguard
Roll Roof
Tile
Battens
Direct
Deck
Battens
I
Direct
Deck
Battens
Direct
I Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
IDirect
Deck
1 5.30
6.03
1 5.24
5.97-
1 5.16
1 5.87
5.05
5.75
4.92
5.60
4.78
5.44
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19132"
plywood)
Battens
Vanguard Roll
Roof Tile
2-10d Ring Shank Nails
27.8
37.4
28.8
1-10d Smooth or Screw Shank Nail
8.8
11.8
4.1
2-10d Smooth or Screw Shank Nails
16.4
21.9
7.1
1 48 Screw
25.8
25.8
22.9
2 48 Screws
47.1
47.1
49.1
1-10d Smooth or Screw Shank Nail
Field Clip)
24.3
24.3
24.2
1-10d Smooth or Screw Shank Nail
Eave Clip)
19.0
19.0
22.1
2-10d Smooth or Screw Shank Nails
Field Clip)
35.5
35.5
34.8
2-10d Smooth or Screw Shank Naiis
Eave Clip)
31.9
31.9
32.2
NOA No.: 12-0904.06
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 4 of 6
Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Vanguard Roll Roof Tile
Adhesive
26.1
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 11.4 grams.
3MTm 2 -Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams.
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application Minimum Attachment
Resistance
Vanguard Roll Roof Tile
3M 2 -Component Foam Roof Tile Adhesive AH -160 86.61
3M 2 -Component Foam Roof Tile Adhesive AH -160 45.5
3 Large paddy placement of
54 rams of W""2 -Component Foam Roof Tile Adhesive AH -160.
4 Medium paddy placement of 24 rams of Wm 2 -Component Foam Roof Tile Adhesive AH -160.
Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Vanguard Roll Roof Tile
Mortar Set
20.60
5 Tile-Tite Roof Tile Mortar.
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".
VANGUARD ROLL
BORAL ROOFING LLC VANGUARD ROLL ROOF TILE (POMPANO BEACH, FL.)
(LOCATED ON UNDERSIDE OF TILE)
NOA No.: 12-0904.06
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 5 of 6
6. BUILDING PERmrr 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.
PROFILE DRAWINGS
y ��
VANGUARD ROLL ROOF TILE (POMPANO BEACH, FL.)
END OF THIS ACCEPTANCE
NOA No.: 12-0904.06
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 6 of 6
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or
material falls 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: 3MTM 2 -Component Foam Roof Tile Adhesive AH -160
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0228.19
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 1 of 7
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company 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 2 -Component Foam Roof Tile Adhesive 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
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
3MTM 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive
Roof Tile Adhesive AH -
160
Foam Dispenser RTF 1000 N/A Dispensing Equipment
ProPack® 30 & 100 N/A Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment
resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160
roof file adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Property Test Results
Density ASTM D 1622 1.6lbs ./ft.3
Compressive Strength ASTM D 1621 18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength ASTM D 1623 28 PSI Parallel to rise
Water Absorption ASTM D 2127 0.08 Lbs./Fe
Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch
Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @I 580F., 100% Humidity, 2
weeks
Closed Cell Content ASTM D 2856 86%
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 2 of 7
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.
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Test Name/Report
Date
Center for Applied Engineering
#94-060
TAS 101
04/08/94
257818 -IPA
TAS 101
12/16/96
25-7438-3
SSTD 11-93
10/25/95
25-7438-4
25-7438-7
SSTD 11-93
11/02/95
25-7492
SSTD 11-93
12/12/95
Miles Laboratories
NB -589-631
ASTM D 1623
02/01/94
Polymers Division
Ramtech Laboratories, Inc.
9637-92
ASTM E 108
04/30/93
Southwest Research Institute
01-6743-011
ASTM E 108
11/16/94
01-6739-062b[1]
ASTM E 84
01/16/95
Trinity Engineering
7050.02.96-1
TAS 114
03/14/96
Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98
528454-9-1
528454-10-1
520109-1 TAS 101 12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1 TAS 101 03/02/99
520109-2-1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile
assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
F _W
2
F'=
MS
NOA No.: 12-0228.18
MtAMNflADE COUNTY Expiration Date: 05/10/17
APPROVED Approval Date: 05/10/12
Page 3 of 7
INSTALLATION:
1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current
NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160.
2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 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 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 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.
3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH -
160 Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M
Company shall supply a list of approved applicators to the authority having jurisdiction.
5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0
(B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No
other settings shall be approved.
6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or
ProPack® 30 & 100 dispensing equipment only.
7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2 -
Component Foam Roof Tile Adhesive AH -160 has been dispensed.
9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in
accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted
herein.
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
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/ an
N/A
Flat, Low, Hig4 Profiles
#224
N/A
Flat, Low, High Profiles
#3
8
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 4 of 7
LABELING:
All 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions
listed herein.
WELDING PERMIT REQuiREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
F�da
EBYe COUBa adr:
Keep ad MW8 approa.
4(e. up hom weepholes
Nag #m9h plastic cement
Paddy(BeTile)
Undgwflamt
101L -
21
.. =
-
e
e
Eeve COWU
Fasd8
Bleepdofe
EBVe cause enly:
Eave dwA
P
Ddp�
4 pfrom
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Nag through plasliccement
Paddy Pened TUB)
Nag through pladc cement
Paddy (Ben" T119)
Undedayment 0
Underlayment
1
71n.
7r IM2 In.
Em Cm
Fascla
Fesda
%Weephols
Eave Covise
closure
"NDdp
edge
Ea" Closure
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 6 of 7
q
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nall through plastic cement Paddy Nall through pladc cement
(between Go)
0 Underlayment
Paddy
(under 919)
Nall through plastic cement
loll
,ftl'ln. 31
Single paddy
END OF THIS ACCEPTANCE
Single paddy undergo
Single paddy between Me
2 In. x 7 In. mdum
size paddy we
course only
,,-" Fascla
% Weephole
M closure
Drip edge
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 7 of 7
Single paddy
x 3 In.
44 R43-1 n. X 3 1 n.
r3
undo Me
r
xini
x3 rL
Single paddy on
2 In. 4 In.
4 In, 21
4 In. 2 In.
st
Single
under-
0
paddy on
under -
I nt
layment
H�-
Single
M I
paddy
gle pa
Eave cum
on top of file
Single paddy
In. X 7 In. Medium
Wave
coume
me
%
on top of Ole
she paddy em
Fascia course only
I
Nall through plastic cement
loll
,ftl'ln. 31
Single paddy
END OF THIS ACCEPTANCE
Single paddy undergo
Single paddy between Me
2 In. x 7 In. mdum
size paddy we
course only
,,-" Fascla
% Weephole
M closure
Drip edge
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 7 of 7