RF-16-2703Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Permit
Permit NO. RF -10-16-2703
Permit Type: Roof
Work Classification: Repair Roof
Permit Status: APPROVED
Issue Date: 10/4/2016
Expiration: 04/02/2017
Parcel Number
Applicant
26 NE 108 Street
Miami Shores, FL 33161-7036
1121360110060
Block: Lot:
ALAN ADRIAN & RAQUEL PAST
Owner Information
Address
Phone
Cell
ALAN ADRIAN & RAQUEL PASTORA 26 NE 108 Street
— -- MIAMI SHORES FL 33161-7036
26 NE 108 Street
MIAMI SHORES FL 33161-7036
Contractor(s) Phone Cell Phone
MIAMI ROOFING SYSTEMS, INC (305)754-5554
Valuation:
Total Sq Feet:
$ 1,500.00
16
Type of Work: Repair
Additional Info: repair 4 x 4 area of tile roof usin
Classification: Residential
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee-: Repairs
Scanning Fee
Technology Fee
Total:
Amount
$1.20
$2.00
$2.00
$0.40
$100.00
$9.00
$1.60
$116.20
F •
C•.
I; J
Pay Date Pay Type
Invoice # RF -10-16-61553
10/04/2016 Credit Card
Amt Paid Amt Due
$ 116.20 $ 0.00
Available Inspections:
Inspection Type:
Roof Repair
Final Roof
Review Roof
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining°thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting`.this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS -AFFIDAVIT.
construction and zo
fy that all the foregoi
ermore, I authorize
is accurate and that all work will be done in compliance with all applicable laws regulating
amed contractor to do the work stated.
October 04, 2016
ized Signature: Owner / Apple - nt / Contractor Agent
Building Departm
October 04, 2016
Date
1
Bfl1O3
BUILDING
PERMIT APPLICATION
BUILDING
PLUMBING ❑ MECHANICAL 0PUBLIC WORKS
JOB ADDRESS: . NE IoS
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
RECEIVED
OCT 042016
BY:
FBC 2014c
Master Permit No. ( CO — 0,77o3
Sub Permit No.
❑ EXTENSION p RENEWAL
❑ ELECTRIC X ROOFING ❑ REVISION
J CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
City: Miami Shores County:
Folio/Parcel#: 11 - ei 13 (o _ (' I 1 -• b0 R d
Occupancy Type:
Miami Dade
Zip: 35% (0
Is the Budding Historically Designated: Yes NO
Load: Construction Type: Flood Zone:
OWNER: Name (Fee Simple Titleholder): Man 1'c1)o'
Address: ,g (n NE 1.I:*
City:
rliiClrn► 4)c)re5
State:
BFE: FFE:
Phone#:
Tenant/Lessee Name: Phone#:
Email: A
CONTRACTOR: Company Name: M(a1►'If �'j(jD (b� on; Phone#:
Address: Lai / NW 101
city: mi Gmi
Qualifier Name:
Zip:3-61(01
State:
`lance, 1 0-\r-clf ; Phone#: SJ -704 `S
.301
State Certification or Registration #: Certificate of Competency #:
DESIGNER: Architect/Engineer:
Address:
Zip: 33/56
Value of Work for this Permit: $ Sc0
Type of Work: ❑ Addition ❑ Alteration
Description of Work: `'r 4 X `r area._
C usfe 2.
Phone#:
City: State: Zip:
Square/Linear Footage of Work: I Fa -
❑ New
0P- 9
Repair/Replace ❑ Demolition
(.4111 c ->e ups, f r le— P c
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Technology Fee $ Training/Education Fee $
CCF $ CO/CC $
DBPR $ Notary $
Double Fee $
Structural Reviews $ Bond $ (,,
TOTAL FEE NOW DUE $ l I `�
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
A/
0 E or AGENT
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
nn3'4 day of Qi- (»v , 20 I(( , by _ day of rAb , 20 /� , by
-f-Y` Q(1 -Tay 6 , who istpersonally known to / � / a ':• ho is personally known
me or who has produced L as 'or who has produced
identification and who did take an oath.
NOTARY PUBLIC:/ NOTARY PUBLIC:
i 4 4
Sign: I!!�_,!►! ./ Si
s a
Print: �',' � ! tliti lf�f �E., x 12 Pri
Seal: ,�;;„''°' My Comm. Expires Ju -
7,2020
identification and who did take an oath.
as
****************************** *****************************************************************************
APPROVED BY
(Revisedo2/24/2014)
AA -
Plans Examiner
Zoning
Structural Review Clerk
Miami Shores Vuiage
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
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: A kir) )or'
Property Address: c9 (1) jV JOEc
Roofing Permit Number:
Dear Building Official: )61/
I i4Ictr 7cj certify that I am not required to retrofit the roof to wall connections of my
building because:
Xe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
o 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)
Date: ID3'l (O
State of Florida
County of Dade
The undersigned, being the first duly swom, deposes an
Sworn to and subscribed before me thi
Notary Public, Sate of Florida at Large
A.Lt7 r
Print Name `
the owner for the above property mentioned.
• When the just valuation of the structure for purpose of ad valorem taxation is equal to • I. J re 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 5/21/2009
Property Search Application - Miami -Dade County
:EOFTH
Summary Report
Property Information
Folio:
11-2136-011-0060
Property Address:
26 NE 108 ST
Miami Shores, FL 33161-7036
Owner
ALAN ADRIAN TAYLOR
RAQUEL PASTORA TAYLOR
Mailing Address
26 NE 108 ST
MIAMI SHORES, FL 33161 USA
Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
Beds / Baths / Half
3/2 / 0
Floors
1
Living Units
1
Actual Area
2,242 Sq.Ft
Living Area
1,828 Sq.Ft
Adjusted Area
1,974 Sq.Ft
Lot Size
9,225 Sq.Ft
Year Built
1952
Assessment Information
Year
2016
2015
2014
Land Value
$198,007
$163,894
$154,253
Building Value
$137,390
$137,390
$133,837
XF Value
$28,104
$18,379
$18,598
Market Value
$363,501
$319,663
$306,688
Assessed Value
$247,435
$245,715
$243,765
Benefits Information
Benefit
Type
2016
2015
2014
Save Our Homes
Cap
Assessment
Reduction
$116,066
$73,948
$62,923
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption
$25,000
$25,000
$25,000
Civilian Disability
Exemption
$500
$500
$500
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
DUNNINGS MIAMI SHORES EXT NO 7
PB 52-33
LOT 6 BLK 210
LOT SIZE 75.000 X 123
74R-215684
Page 1 of 1
Y *PPRASER
Generated On : 10/4/2016
Taxable Value Information
Previous
Sale
Price
I OR Book -
Qualification Description
Page
2016
2015, 2014
1
County
09/01/1974
$53,6001 00000-00000 Sales which are qualified
Exemption Value
$50,500
$50,500
$50,500
Taxable Value
$196,935
$195,215
$193,265
School Board
Exemption Value
i
$25,500
$25,500
$25,500
Taxable Value
$221,935
$220,215
$218,265
City
Exemption Value
$50,500
$50,500
$50,500
Taxable Value
_ $196,935
$195,215
$193,265
Regional
__I
Exemption Value
Taxable Value
!
1
$50,500
$196,935
$50,500
$50,500
$193,265
$195,215
Sales Information
Previous
Sale
Price
I OR Book -
Qualification Description
Page
10/13/2010
$100
27462-2347 Corrective, tax or QCD; min
consideration
09/01/1974
$53,6001 00000-00000 Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
http://www.miamidade.gov/propertysearch/
10/4/2016
Master Permit No.
ROOF ASS MBL S D ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014
FO
High -Velocity Hurricane Zone Uniform Permit Appliicatidrt F
2 T
ss.
„ 0 CO
Section A (General Information) )0
\2nl/
cess Noi'n
"TY) 5 4-.0 \\„,/
Contractor's Name
Job Address r�( Iv E J 0 S
❑ Low Slope
❑ Asphaltic Shingles
O New roof
Repair
ROOF CATEGORY
O Mechanically Fastened Tile
❑ Metal Panel/Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
0 Maintenance
(Thi
7 vk
Mortar/Adhesive Set Tiles
0 Wood Shingles/Shakes
0 Reroofing
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof AREA (SSF) ) 1, Total (SF)
0 Recovering
1
1
1
1
Section B (Roof Plan)
Sketch Roof Plan: Illustrate aft levels and sections, roof drains, scuppers, overflow scuppers and ov
sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
.. . ••••
....
.
••
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to Licensc
Agreement. No further reproductions authorized.
INTERNATIONAL CODE COUNCIL°
....
••••
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....
.
•...
. .
. .
.
..
..
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NI
mi.
.. ..
•
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Ai
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to
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mi..,,110ur,
irk
/01
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••
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to Licensc
Agreement. No further reproductions authorized.
INTERNATIONAL CODE COUNCIL°
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
1
1
Roof System Manufacturer: C.Jd (G j ''Re()
Notice of Acceptance Number. 13 — rJ q 0 (4 , ?(p 1
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Pt: -3q. P1: `-(o .II P1:
\ Deck Type:
Roof Slope:
: 12
Ridge Ventilation?
Type Underlayment: I
Insulation: I
OC)
_1J Pt
Fire Barrier: [
Mean Roof Height: 1 a-.
�;
P t�
Fastener Type & Spacing: Li / lbsi t ` 3
1
1
1
1
Adhesive Type: �i • I
....�.
1 '1•
Type Cap Sheet:
. . .
....�F••••
•
....
•I 1 •
••.•1••
\Roof Covering: 117 •• ••• $ ••••
.'1'.
•
.•.. ,..•.1•
•• •Iy•
Type & Siae Drip • • •
Edge: s ..i..
• .•
1
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by F.Iiezcr Palacio on Jun 8, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
INTERNATIONAL CODE COUNCIL`!
f
1
1
1
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form.
1
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from K. If the M, values
are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
1
1
1
1
1 Method 2 "Simplified Tile Calculations Per Table Below"
1 Required Moment of Resistance (M,) From Table Below Product Approval M,
Method 1 "Moment Based
(P1:3c%.Ix1•?t9 = 11•&x)-Mg:5.q't=
(Prfet 1 x?. = 1 (1.4®g) - Mg: 5: 0=
(P3:_ 7x�•� =.)q• j - Mg:5.99=
Tile Calculations Per RAS 127"
rial
Mr, 5. 33 Product Approval M, cP(A. 1
M, /3.7/ Product Approval Mt
Mr3 )3./3 Product Approval M, c2t.0.
1
1
1
1
1
1
1
1
1
1 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Boa¢ pi Rules and
1 Appeals. • •
M, required Moment Resistance'
Mean Roof Height
Roof Slope
15'
20'
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37,3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
• • •
•
1 For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If they values are �q�eaaer than or
1 equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. • • •
•
1 Method 3 "Uplift Based Tile Calculations Per RAS 127" ••••
1.
x L = x w: _ ) - W: x cos 0 = Fr, Product Approval F' • ••••
•
1 (P2: x L = x w: _ ) - W: x cos 0 = F,g Product Approval F'
1 (P3:x L = x w: _ ) - W: x cos 0 __ = Fr, Product Approval F' • • • •
•
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
• . •
• •
.•
•
•••• •
• •
••••
••.•
•
••••
•
•
• •
Where to Obtain Information ••. .
Description
Symbol
Where to find •••• • •
• • •
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineerin9•ana gsis pre-
pared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
X
Product Approval
Restoring Moment due to Gravity
M9
Product Approval
Attachment Resistance
M,
Product Approval
Required Moment Resistance
Mg
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length W = width
Product Approval
Alt calculations must be submitted to the building official at the time of permit application.
15.40
INTERNATJONAI-CODECOUNCIt
.•
•
••••
•
••••
•
FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014)
Copyright tn, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezcr Palacio un Jun 8, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
MIAMI-DADE
SIM
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyglass USA Inc.
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.eov/economn.
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 lo„ici,tity, state•.444 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 afitl•tfiwre hael/eVh.no clfange •
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•recision or change in the . •
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an env
dorsementf•�rj� prodeteP,. • •
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure tp•Gomply with any s{rVipla:
•of this NOA shall be cause for termination and removal of NOA. • •• • • • •••
••• •
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No.14-0717.08 and consists of pages 1 through 8.
The submitted documentation was reviewed by Gaspar J Rodriguez.
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 1 of 8
ROOFING COMPONENT APPROVAL
Category:
Sub -Category:
Material:
Roofing
Underlayment
SBS , APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Product
Polystick IR -Xe
Manufacturing
Location 41 & #2
Polystick Dual Pro
Manufacturing
Location #2
Polystick Tile Pro
Manufacturing
Location 42
Polystick TU Max
Manufacturing
Location 41 & #2
Polystick TU P
Manufacturing
Location #2
Polystick TU Plus
(Surface Printing)
Manufacturing
Location #1 & #2
Polystick MTS
Manufacturing
Location #2
Polystick MTS Plus
Manufacturing
Location #2
Elastoflex S6 G
Manufacturing
Location 42
KAM{UADE COUNTY
APPROVED
Dimensions
65' x 3'3-3/8"
Or 65'x3'
60 mils thick
61' x 3'3-3/8"
60 mils thick
61' x 3'3-3/8"
60 mils thick
65'8" x 3'3-3/8"
60 mils thick
32'10" x 3'3-3/8"
130 mils thick
65' x 313-3/8"
80 mils thick
65'8" x 3'33/8"
60 mils thick
65'8" x 3133/8"
60 mils thick
32'10" x 3'33/8"
Test
Specification
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103
TAS 103
TAS 103 and
ASTM D 6164
Product
Description
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.
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 tunderlayment.
A rubberized asphalt self -adhering, polyester reinforced
waterproofing membrane. Designed as a a roof tile
underlayment.
A rubberized asphalt waterproofing mimbrine, glass-
fiber/polyester reinforced,.with.a grarnrantitface
designed for use as a tile roe€ unterlayrneati.•
•
....
A rubberized asphalt self -444441g, glass-liber/polyester.
reinforced waterproofing irecit1Nr.ane. Ile ig*ied as a metal
roofing and roof tile underlatnt. • • • •
.• ••
....
.
.
•
A homogeneous, rubberizld aspialt witerpioofing.
membrane, glass fiber reinforced with'1y6tefinic.film
on the upper surface for use•as a and ejilaXanent foi metal
roofing, roof tile, slate tiles and shingleltndalayment.
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.
Polyester reinforced, SBS modified bitumen membrane
with a sanded back face and a granule top surface. For
use in roof tile underlayment systems.
•
.•
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 2 of 8
MANUFACTURING PLANTS:
1. Hazelton, PA
2. Winter Haven, FL
Test Agency
Trinity I ERD
PRI Asphalt Technologies
Momentum Technologies, Inc.
LABELING:
EVIDENCE SUBMITTED
Test Identifier
P10870.09.08 -R1
P10870.04.09
P33360.06.10
P33370.03.11
P33370.04.11
P36900.09.11
P37300.10.11
P40390.08.12-2
P37590.07.13-1
P45270.05.14
P46520.10.14
P44360.10.14
P43290.10.14
PLYG-SC 10130.06.16-3
PLYG-10130.06.16-1
PUSA-035-02-01
PUSA-055-02-02
PUSA-089-02-01
JX20H7A
RX14E8A
DX23D8B
DX23D8A
Test Name/Report
TAS 103
TAS 103/ASTM D4798 & G155
ASTM D1970
TAS 103
ASTM D 1623
TAS 103/ASTM D4798 & G155
TAS 110/ASTM D4798 & D1970
ASTM D 1623
ASTM D6164
TAS 103, TAS 110 & ASTM D1623
ASTM D1623
TAS 103 & TAS 110
ASTM D 1970 & TAS 110
TAS 103 & TAS 110
ASTM D1970 & TAS 110
TAS 103
TAS 103
TAS 103/ASTM D4798 & G155
TAS 103/ASTM D4708 &'G155
TAS 103/ASTM D47H4,,1155
TAS 103/ASTM D479S4.Q155
TAS 103/ASTM D4798.8c.G155
•
Date
12/04/08
04/13/09
07/01/10
03/02/11
04/26/11
09/01/11
10/19/11
08/07/12
07/02/13
05/12/14
10/03/14
10/07/14
10/17/14
06/27/16
06/27/16
09/29/06
12/10/07
07/06/09
04/0 f/n$' :'
•••••11/09/02•:•
. 02/1$/10 .
••. 02/1$/lif•:
•
•
•
.
.
. • •
.. .. ....
• •
•
1. All membranes or packaging shall bear the imprint or identifiable marking of the manura&turer's Warne or logo,; t '
and state of manufacturing facility and the following statement: "Miami -Dade County Jrvduct 4ontrol Approa •g
or the Miami -Dade County Product Control Seal as shown below.
MIAMI•DADE COUNTY
APPROVED
•• • .••• • •
• • •
•
.
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.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1: Wood, non -insulated
Deck Description: Min. 19/32" plywood or wood plank
System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered
Anchor/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 IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Pjagicli
T_U E„Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered.
Surfacing: See General Limitations Below.
Deck Type 1: Wood, non -insulated
Deck Description: Min. 19/32" plywood or wood plank
System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered
Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 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: Elastoflex S6 G, hot asphalt applied
Surfacing: See General Limitations Below.
Deck Type 1: Wood, non -insulated ..
• • . •
Deck Description: Min. 19/32" plywood or wood plank •• • .••••. '.
System Type E(3): Base sheet mechanically fastened to deck, subsequent cap.tbrane self- adhered. .
Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626,••••. .••••• • •
.... ....
Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c.gairininimum M'llutad lap.4for•
base sheet only) • • • • ••••
Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizont4 lapsind rr11nimLun 6" Yerjij
laps. • • • •
• . •
•• • .••• •• •
Membrane: Polystick TU Plus, self -adhered. • • •
•. •
Surfacing: See General Limitations Below.
MtAtilOADE COUNTY
APPSOvtD
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 4 of 8
INSTALLATION REQUIREMENTS:
1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck 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-'W' 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. • •
GENERAL LIMITATIONS:
. . . •
..•
. • ••.. • .
•
... •
•
1. Fire classification is not part of this acceptance. •.... .... •
2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Pttlystick MTS.I;lus nib¢•
used in asphaltic shingles, wood shakes and shingles, non-structural metal roofin ,•roof ile systr:fi%and gamy.
. .. ...•
slate roof assemblies.•
'Polystick TU P may be used in all the previous assemblies listed except metal roafinn.: • • • •
,Polystick IR -Xe may be used in all the previous assemblies listed except metal r/ofing,and roof fi?e systems.
Polystick TU Max may be used in non-structural metal roofing and roof tile systetiis. • •• • •• •• •
Elastoflex S6 G may be used in roof tile systems only. • • •
3. Deck requirements shall be in compliance with applicable building code.
4. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck
shall be free of irregularities.
5. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane
as a recover system.
.
•
6. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus 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.
MIAMI DADE COUNTY
APPROVE)
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 5 of 8
Exposure
Elastoflex
S6 G
Limitations
TU
Plus
(Days)
TU P
Tile Pro
Dual Pro
TU Max
MTS Plus
MTS
1R -Xe
Winter Haven, FL
180
90
180
180
180
180
180
180
180
Hazelton, PA
N/A
90
N/A
180
N/A
N/A
N/A
180
N/A
MIAMI DADE COUNTY
APPROVE)
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 5 of 8
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 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 Tile Pru, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive
set and mechanically fa.stened roof tile applications.
Polystick Dual Pro is limited to mechanically fastened roof tile applications.
Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in
Section 9.
Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile
applications.
9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope
shall be as follows: (See Table Below)
Tile Profile
Polystick MTS
Elastoflex
S6 G
Polystick TU Plus, TU P,
Tile Pro, Dual Pro
Polystick
TU Max
Polystick
MTS Plus
Flat Tile
Prohibited
without battens
4:12
6:12
6:12
5:12
Profiled Tile
Prohibited
without battens
4:12
6:12
6:12
4:12
The above slope limitations can be exceeded only by using battens in accordance vyith the Approvea•Tile S�s1ev1
Notice of Acceptance and applicable Florida Building Code requirements. When bdfeng are rggtttreil, they shall
be utilized during loading and installation of tiles. •
• • •
10. Care should be taken during the loading procedure to keep foot traffic to a minimi acti to av iddropping big •:
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for f ding procltitzte — two•tiles•
laid perpendicular to slope followed by a maximum four tile stack parallel to the slop;;;'or a total of•6 tiles f-lifdr
all underlayments except Polystick MTS which shall be loaded onto battens. • • •
•
w
0
0
CV
iD
MwrnOADE COUNTY
APPROVED
d)o t Uecx prepafea 'M tri
PO LYSI1UK1U Flus
Rooting Tiles
;6 Max Per Stack)
•
• •
•
• • •
••
• •
••
• •
•
• •
• •
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 6 of 8
I1. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU
Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be
used with any approved roof covering Notice of Acceptance listing Polystick IR -Xe, Polystick Dual Pro,
Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS
Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance.
If Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick
TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the
Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided
that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire
testing results.
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS.
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS.
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 tljis 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.eckg. beam a. er Polyglass•.
Back Nailing Guide. Nails shall be, I 1 gauge ring shank type, applied with a minil5.1.%" metal disk as . •
required in Miami -Dade County or simplex type nail as otherwise allowable in othi r regions, ata>ivnimunj t it';
of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nait alfa, area paria•clavar: ai. •
the face of membrane, with the above stated nails and/or disks. The head lap membranes to co ette area•bei 1g
•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 contacts •
• •
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, unifvei layer of.Pglyglass •
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashin Cen3ent,
XtraFlex 50 Premium Modified Wet/Dry 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, must be used on all projects for
pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 V4"/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, XtraFlex 50 Premium Modified
Wet/Dry 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.
•
.•
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 7 of 8
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 can be furnished
upon request by our Technical Services Department by calling 1 (800) 894-4563.
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
MIAMft]ADE COUNTY
APPROVED
• •.
.• • ••••
••••
•
••••
• •
•••• •.•S
••••
•
•• •• ••••
•
• ..
• • • •
•• •
... ••••
• ..
••
•
•
.•
NOA No.: 15-0410.04
Expiration Date: 09/13/21
Approval Date: 08/11/16
Page 8 of 8
MIAMI DADE
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Boral Roofing LLC.
7575 Irvine Center Drive, Suite 100
Irvine, CA. 92618
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www. mi a mi d a d e. eo v/p a ra
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 revolrlhiseccept.n ce•
if it is determined by Miami -Dade County Product Control Section that this product or m'aitel'ia2 fails t4Jpnet the • •
requirements of the applicable building code. •
•
This product is approved as described herein, and has been designed to comply with the l?tbfitlit 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 lO•
go,city, state and following:.
statement: "Miami -Dade County Product Control Approved", unless otherwise noted he$ein.'. • •
.. . .... .
.
....
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 NOA# 12-0308.06 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 12-0904.06
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category:
Sub -Category:
Material:
Roofing
Roofing Tiles
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
Vanguard Roll Concrete
Roof Tile
Trim Pieces
Dimensions
L = 16-'/2"
W= 13"
'/z" thick
1= varies
w = varies
varying thickness
2. 1 PRODUCT DESCRIPTION
1. Pompano Beach, FL.
2.2 SUBMITTED EVIDENCE:
Test Agency
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
MIAMI DADE COUNTY
APPROVED
Test Product
Specifications Description
TAS 112 Low profile, interlocking, high pressure extruded
concrete roof tile equipped with qpe 41 hole and
double roll ribs. For :lirec 4 deck Wr Ba c ned i j; fit•
•
mortar or adhesive set tppli'catiorls • • • • • •
•
TAS 112 Accessory trim, conciGte f pieces for use at h•41.ip%
rc>p
rakes, ridges and vallgytefminatiolris,..
Manufactured for eaclf tile profile ` • • •
Test Identifier
7161-03
Appendix III
7161-03
Appendix II
P0402
94-060B
94-084
P0631-01
Letter Dated Aug. 1, 1994
....
. . •
•• •. ••••
•. .
• .
• •
•
.
..
. •
•
• •
•
.•••
• . .
•• .
Test Name/Report
Static Uplift Testing
PA 102 & PA 102(A)
Wind Tunnel Testing
PA 108 (Nail -On)
Withdrawal Resistance Testing of
screw vs. smooth shank nails
Static Uplift Testing
PA 101 (Adhesive Set)
Static Uplift Testing
PA 101 (Mortar Set)
Wind Tunnel Testing
PA 108 (Mortar Set)
Wind Tunnel Testing
PA 108 (Nail -On)
•
•
•'•
•
•
Date
Dec. 1991
Dec. 1991
Sept. 1993
March, 1994
May 1994
July 1994
Aug. 1994
•
NOA No.: 12-0904.06
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 2 of 6
2.2 SUBMITTED EVIDENCE:
Test AEencv
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation
Testing Services
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Nutting Engineering
Test Identifier
Project No. 307025
Test #MDC -76E
25-7183-1
25-7183-2
25-7214-2
25-7214-6
528454-2-1
520109-2
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
TAS -112
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 Rooting 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 shallbe in compliance with
applicable building code.
Test Name/Report
Wind Driven Rain
PA 100
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Direct Deck)
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Battens)
Static Uplift Testing
PA 102
(1 Quik -Drive Screw, Direct Deck)
(1 Quik -Drive Screw, Battens)
Static Uplift Testing
PA 101
Aerodynamic Multiplier
25-7183
25-7094
25-7496: • • •
25-7584 •• •
25-7804b7.:"
25-7804-4 & $• •
25-7848-t.... •
Date
Oct. 1994
Feb. 1995
Feb. 1995
March, 1995
Sep. 1998
Dec. 1998
August 2007
March 1995
. 1 ebruary 1996
• Apri11886..
•••De,cember 19 6
...
.
....
• .
...
.
Aerodynamic Maitiplirrs : • ctobe . a7
Two Patty Adhesive Set System • • • April •1 •
13343.1. • . • June 2009•
• • • .
• .
• • .
.. .
.
....
• ..
.. .
. .
MIAMI•DADE COUNTY
APPROVED
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 (1 x w )
Tile Profile
Weight -W (Ibf)
Length -I (ft)
Width -w (ft)
Vanguard Roll Roof Tile
9.2
1.38
1.08
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf)
Table 2: Aerodynamic Multipliers - X (ft3)
2":12"
Tile
4":12"
X, (ft3)
X, (ft3)
•7":12" or
Profile
37.4
Batten Application
Direct Dec
i1cation
• •�•• .
greater•...
Vanguard
Battens
Direct
Vanguard Roll Roof Tile
Direct
0.266
0.289
/'
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf)
Tile
2":12"
3":12"
4":12"
5":12"
6":12"
•7":12" or
Profile
37.4
28.8
1-10d Smooth or Screw Shank Nail
8.8
• •�•• .
greater•...
Vanguard
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battp•
n�s••�irect•.l3a
47.1
tens
Direct
Roll Roof
24.3
Deck
1-10d Smooth or Screw Shank Nail
(Eave Clip)
Check
19.0
Deck
2-10d Smooth or Screw Shank Nails
(Field Clip)
Deck
...:
•peck•
2-10d Smooth or Screw Shank Nails
(Eave Clip)
deck.
Tile
5.30
6.03
5.24
,5N97)
5.16
5.87
5.05
5.75
4.Q2•••.5.60.•••4•78
:5'44:
•.•.
Table 4: Attachment Resistance Expressed as a Moment ; if,01-Ibf) . . E : • •
for Nail -On Systems •
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Dealt..:.
•(j n:19/3%'...
plywood)•••
Battttts•
•
:
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 .#8 Screw
25.8
25.8
22.9
2 .#8 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 Nails
(Eave Clip)
31.9
31.9
32.2
MIAMI-DADE COUNTY
APPROVED
NOA No.: 12-0904.06
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 4 of 6
a
Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Patty Adhesive Set Systems
•.
Tile
Profile;lIesrstafLq
Tile Application
Minimum- Attachment
.\,,
Vanguard Roll Roof Tile
Adhesive'
26.12
,'`
1 See manufactures component approval for installation requirements. ''
• 20.60...
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.
3 Large paddy placement of 54grams of 3M'"' 2 -Component Foam Roof Tile Adhesive AH -160.
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
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
•
•
86.613
3M'"' 2 -Component Foam Roof Tile Adhesive AH -160
• 20.60...
45.54
3 Large paddy placement of 54grams of 3M'"' 2 -Component Foam Roof Tile Adhesive AH -160.
5 Tile-Tite Roof Tile Mortar. • • •• •• • •
.-_
--
4 Medium paddy placement
of 24grams of 3M'" 2 -Component Foam Roof Tile Adhesive AH -160.
Table 8: Attachment Resistance Expressed as a Moment-1V1f(ft;lbf) •
for Mortar Set Systems •••'•.
. ....
•.
Tile
Profile
Tile
Application
••••*ttachment
•••••6tesistaht
.... •••.
•
--•--
•
•
Vanguard Roll Roof Tile
Mortar Set5
• 20.60...
•
5 Tile-Tite Roof Tile Mortar. • • •• •• • •
.-_
--
•
5. LABELING
••
•
•.
•
.
•.
• . .
•
.
All tiles shall bear the imprint or identifiable marking of the manufacturer's name oro.roogo► (See.Detafl
Below), or following statement: "Miami -Dade County Product Control Approved".
MANMADE COUNTY
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 PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
PROFTLE DRAWINGS
VANGUARD ROLL ROOF TILE (POMPANO BEACH, FL.)
END OF THIS ACCEPTANCE
MIAMI•DADE COUNTY
APPROVED
NOA No.: 12-0904.06
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 6 of 6
SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402
govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the
following items should be addressed as part of the agreement between the owner ant the contractor. The owner's
initial in the designated space indicates that the item has been explained.
2. 4 Renailing wood decks: When replacing roofing, the existing wood roof deck may have to
be mailed in accordance with the current provisions of Section R4403. (The roof deck is usually
concealed prior to removing the existing roof system).
4. ' J Exposed Ceiling: Exposed, open beam ceilings are where theund
can be viewed from below. The owner may wish to maintain the architectural ttppe
roofing nail penetration of the underside of the decking may not be acceptabld.1
maintaining the appearance.
• •
amide of the root decking. • • •
erance; ttterefpre,•
•
itis providl3S the option at • • •
• •
J-
•••• ••••
• •
•••• • • ••••
•
• •
6. Overflow scuppers (wall outlets): It is required that rainwaterrfiow5•off so thatrtrae roof is•
not overloaded from a buildup of water. Perimeter/edge wall or other roof ex 4r= may block this
discharge if overflow scuppers (wall outlets) are not provided. It may be nec§ssayto inst1i ovadlow
scuppers in accordance with the requirements of Sections R4402, R4403 amj, 443. em•
Owner/Agent's Sigf ature Date
• • •
•• •
Contractor Signature Date
,)Co NGl08zyk
Property Address Permit Number
Revised on 7/9/2009 LD;07/01/2015;
•
•
•
•
•
•
•