RF-12-1826Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 181845 Permit Number: RF -10 -12 -1826
Scheduled Inspection Date: April 12, 2013
Inspector: Rodriguez, Jorge
Owner: MOFFETT, ROBIN
Job Address: 230 NE 101 Street
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile
Miami Shores, FL 33138 -2423
Phone Number
Parcel Number 1132060134640
Project <NONE>
Contractor: MFS ROOFING INC
Phone: (305)383 -2280
Building Department Comments
RE ROOF CEMENT TILE ONTO WOOD DECK
Infractio Passed Comments
INSPECTOR COMMENTS
False
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 179344. Village property
damaged during construction. Sidewalk must be replaced /repaired. NB
April 11, 2013
For Inspections please call: (305)762 -4949
Page 10 of 12
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 181844
Permit Number: RF -10 -12 -1826
Scheduled Inspection Date: April 12, 2013
Inspector: Rodriguez, Jorge
Owner: MOFFETT, ROBIN
Job Address: 230 NE 101 Street
Miami Shores, FL 33138 -2423
Project: <NONE>
Contractor: MFS ROOFING INC
Permit Type: Roof
Inspection Type: Up Lift Report
Work Classification: Tile
Phone Number
Parcel Number 1132060134640
Phone: (305)383 -2280
Building Department Comments
RE ROOF CEMENT TILE ONTO WOOD DECK
Infractio
Passed Comments
INSPECTOR COMMENTS
False
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP - 179345. Village property
damaged during construction. Sidewalk must be replaced /repaired. NB
April 11, 2013
For Inspections please call: (305)762 -4949
Page 9 of 12
A -1 Engineering Inspection Services, Inc
7066 SW 44th Street Miami, FI 33155
Tel: 786- 326 -9877 Fax: 305 - 485 -9011
a1roofinspection@gmall.com
LAB CERTIFICATION # 10- 0512 -01
SITE SPECIFIC INFORMATION
UPLIFT TEST - TAS #106
Roofing Contractor MFSROOFING, INC
Job Address 230 NE 101 ST MIAMI SHORES FL
Owner's Name FANNIEMAE
Type of Tile CONCREit 77LE
Permit # RF- 10121826
Date Installed 11/15/2012
Approximate Roof Height 24 feet Roof Pitch 5/12 Type of access to Roof OK
Approximate Square Footage of Roof 23 ft 2
Date Tested 11/19/2012 Number of Tests 65 Testing Equipment: F.G.E. 100
Contact Name PAOLA LARA
Required Testing Force 35 /bs
Phone #..0.52,25/-067.7,,,,,,,
LOCATION
# OF TEST
PASS
L # OF TEST
FAIL
Corner
10
_
Tests
L7
Pass
0
Tests
Fail
Perimeter
16
Tests
Pass
0
Tests
E
Fail
'
Field
33
Tests
`I
Pass
0
Tests
❑
Fail
Ridge
.m 6
Tests
k
Pass
0
Tests
Fail
Total
65
Tests
k/I
Pass
- 0
Tests
Fail
IN ACCORDANCE W1TH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS
TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT IS NOT
GUARANTEED IN CASE OF NATURAL DISASTERS.
Cordially
REMBERTO CONTRERAS P.E
P.E # 21522
A -1 ENGINEERING INSPECTION SERVICES INC_
CERTIFICATION NO 10- 0512.01
7066 SW 44th Street Miami, FI 33155 Telephone (786)326 -9877 ' Fax (305)485 -9011
A-I. Engineering Inspection Services, Inc
7066 SW 44th Street Miami, Fl 33155
Tel: 786-326-9877 Fax: 305-485-9011
a1roofinspection@gmail.com
LAB CERTIFICATION # 10-0512-01
SITE SPECIFIC INFORMATION
UPLIFT TEST - TAS #106
Roofing Contractor MF5 ROOFING, INC
Permit # __RF-1012.1826_
Job Address 230 NE 101 ST MIAMI SHORES FL
Owner's Name FA1VNIE MAE
Type of Tile CONCRETE TILE
Date Installed 1.tyrsgslz,
Approximate Roof Height 24 feet Roof Pitch 5/12 Type of access to Roof OK
Approximate Square Footage of Roof 23 ft 2
Required Testing Force 35 lbs
Date Tested 11/19/2012 Number of Tests Testing Equipment: FGE 100
Contact Name PAOLA LARA
Phone # (3052 251-0677
SKETCH OF ROOF
A
-7-
-r
n-r
v tr
.r-
r r
Revised by
r
V
7066 SW 44th Street Miami, Fl 33155 — Telephone (786) 326-9877 ", Fax (305) 485-9011
NOTICE OF COMMENCEMENT
A RECORDED COPT MUST BE POSTED Old TID3 JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. 11'3206-013 -4640
STATE OF FLORIDA:
COUNTY OF MIAMi- DARE:
THE UNDERSIGNED hereby gives notes that Improvements will be made to certain real
property, and In accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1 111111 11111 1111 11111 11111 11111 ill
CFI 2112R:::. 70 8 1
OR &t 28298 Pa' 2514; t1aa)
RECORDED 10/03/2012 14124:22
HARVEY RUVINv CLERK OF COURT
luau -DADE COUNTY, FLORIDA
LAST PAGE
Space above resented for use of recommng office
a1 desori ti a et pro and street/address: 230 NE 101 STREET, MIAMI SHORES, FL 33138
MIAMI SHORES l'AMD PEt 10-70 W1/2 OF LOT 8 & LOT 9 BLK 34 28020 -2490 021212
2. Description of improvement: REROOF
3. Owner(s) name and address: I-kUERAL NATL MRTG ASSN AKA FANNIE MAE
interest -jr! property.. 14221 DALLAS PARKWAY #1000, DALLAS, TX 75240
Name and address of fee simple titleholder
4: Contractors name, address_and phone number MFS ROOFING, INC., 14090 SW 144 AVENUE ROAD, MIAMI, FL 33186
305- 251 -0677
5. Surety: (Payment bond required by owner from contractor, if any)
Name, address and phone number
Amount Of bond
6. Lender's name and address
7. Persons within the State of Florida designated; by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida, Statutes,
Name, address and, phone number.
8. in addttlon to himself, Owners designates the following person(s) to receive a Copy of the Lienor's Notice as provided In Section
713.13(1)(b), Florida Statutes.
Name, address and phone number.
9. Expiration date of this Notice of Commencemer
(the expfatlon date Is 1 year the date of recarcpng unless a different date Is spedned)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OFTHENOTICEOF COMMENGEMENTARE CONSIDERED
IMPROPER- PAYMENTS UNDER CHAPTER 71 ART 1, SECTION 718.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS • • R PRO- A NO OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SrrE BEFORE THE
FIRST INSP =. • . IF YO • ` .44. TO OBT FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECO a ING YOUR NOTi - COMM MENT.
Si .( By
prnt i ame DANIEL CIA
/O{ryce VICE PRESIDENT MFS ROOFING, INC
ed Officer/Director/Partner/Manager
Prepared Eiy
print Name PREPARED BY DANIEL GARCIA
TitielOffice 14090 SW 144 AVENUE ROAD, MIAMI, FL 33186
STATE OF FLORIDA
COUNTY OF MIAMI -DADE
The foregoing Instrument was acknowledged before me this 30 day of SEPTEMBER
By DAELGARCIA
17 Indfvtduaiy, ors AGENT for FEDERAL WATL MRTG ASSN AKA FANNIE MAE
❑ Personally known, or i roduced the following type of !den
2012
that the facts.
5
Pert
•
Signature of Notary PubIic:
Print Name:
(SEAL)
0
moo: /O% 1... ' d +.- _
G G {S5 # ppgA1 3
=0-= pi s Jart0 X20.
• ILf L.'
at l have read the foregoing and
e best of my knowledge and belief.
s) of Owner(s � jg +a,u s Authorized Officer/Director/Partner
12401-52 PA➢E$ 1029'
BY
Miami Shores Village
Building Department
?0050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
�B SING ow
PERMIT APPLICATION
FBC11- 20
P e r m i t No. -nnL g 2&
,e
Master Permit No.
Permit Type: BUILDING ROOFING
JOB ADDRESS: 230 NE 10ISTREET
Zip: 33138
City: Miami Shores County: Miami Dade
Folio/Parcel #: 11-3206 -013 -4640
Is the Building Historically Designated: Yes
OWNER: Name (Fee Simple Titleholder): Fannie Mae
Address:6400 LEGACY DRIVE
PLANO zip: 75021
City: State: TX Zip:
Tenant/Lessee Name: N/A PhoPhone: 75 3 -7840
Email: ANDREW_S_WEINER @FANNIEMAE.COM
NO )0(
Flood Zone:
Phone: 972-773-7840
CONTRACTOR: Company Name: MFS ROOFING, INC. Phone#: 305- 251 -0677
Address: 14090 SW 144 AVENUE ROAD
City: MIAMI state: FL Zip: 33186
Qualifier Name: HECTOR ALVAREZ Phone#: 305 - 251 -0677
State Certification or Registration #: CCC1327902 Certificate of Competency #:
Contact Phone# 305- 251 -0677 Email Address: MFSROOFING @YAHOO.COM
DESIGNER: Architect/Engineer: N/A Phone#: N/A
Value of Work for this Permit: $15,200.00 Square/Linear Footage of Work: 1,918
Type of Work: ❑Addition ❑Alteration ❑New epair/Replace
Description of Work: RE -ROOF CEMENT TILE ONTO WOOD DE
❑Demolition
*************00000***********
*0* Hatl++ R+ k*'u *sP** *a sR*** ***sR **dlsga******* *ast+** * *+k
Submittal Fee $ Permit Fee $ CCF $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
Technology Fee $
TOTAL NBE NOW DUE $ it J' C7l 0
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, 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
for r rst irtspe ___`h'.
pection will not be app
achment. Also, a certified copy of the recorded notice of commencement must be osted at the job site
occurs even (7) days after the building permit is issued. In the abs notice, the
and a j ' inspection fee will be charged.
Signature
Owner or Agent
The forego instrument was acknowledged before me this 30
day of SEPT DANIEL GARCIA
20 _, by
who is personally known to me or who has produced FL
DRIVER'S LIC
As identification and who did take an oath.
The oregoing
f SEPT
who is personally
DRIVER'S L
Contractor
nt was acknowledged before me this30
20 _, by HECTOR ALVAREZ
known to me or who has produced FL
IC as identification and who did take an oath.
Structural Review
(Revised 3 /12/2012)(Revised 07110 /07)(Revised 06110 /2009)(Revised 3/15/09)
Clerk
Fannie Mae®
August 16, 2012
To:
VILLAGE OF MIAMI SHORES
10050 NE 2 AVE
MIAMI SHORES FL 33138
ATTN: BUILDING DEPT
This letter confirms that the below listed Company is employed as an approved Fannie
Mae vendor and has our approval to sign for permits and record Notice of
Commencements on behalf of Fannie Mae for the below listed property. Should you
have any questions, you can contact us at Andrew_S_Weiner@fanniemae.com.
Approved Fannie Mae Vendor:
MFS Roofing Inc
Daniel Garcia, Vice President
Fannie Mae Property Address:
230 NE 101 ST
MIAMI FL 33138
Sincerely,
uttii:v.,
iyttitrow S wt,,'na
Ass Rohki
Fqkiiiiit /416u-
ANA VAZQUEZ
MY COMMISSIONS EE157427
EXPIRES January 05, 2016
(407)3864183 FloridatlotwyServimion
The foregoing instrument was acknowledged
before me this (.p day of L" , by
fraildv(PA.A1 es.e' .
(
ignature of N ry P - State of Florida)
(Print, Type, or Stamp Commissioned Name of Notary Public)
Personally known XX
OR Produced Identification
Type of Identification Produced
FannieMae
Maint ance and Re
I t Work Authorization
DATE: Sep 26, 2012
PAGE: -1-
ORDER NO: AR1208B003
PAY TO
VEND
PAY TO
FANNIE MAE
1704162143
MFS ROOFING INC.
14090 SW 144AVERD
MIAMI, FL 33186
TR139198X
REGIONAL
OFFICE:
SOUTHWESTERN REGIONAL OFFICE
2916
0:
REO
A1208B0
SERVICER LOAN ID:
1742759357
PROPERTY ADD
ESE 230 NE 101ST ST
SERVICER NAME
JP MORGAN CHASE BANK, NA
SERVICER NO CONTRACTOR NA
131230079 MFS ROOFING INC.
MIAMI, FL 33138
CO, ' RACTOR NO.
139198X
TO: (NAME AND ADDRESS OF
BROKER)
JUUES REALTY LLC
1700 KENNEDY CAUSEWAY
SUITE 130
NORTH BAY VILLAGE, FL 33141
You are authorized to contact on behalf of
Fannie Mae for the following maintenance
and/or repairs to the above property. Cost to
perform each item may not exceed the amount
authorized below without prior written
ITEM
1
2
3
DESCRIPTION
AMOUNT
Structural - Other
Maintenance - Interior/Exterior/Final Cleaning
Structural - Roofing /Gutters
TOTAL ORDERED
❑ payment
❑ payment
❑ Submit to escrow company below (fill in) for payment.
escrow:
(initials)
Escrow Company Name
Escrow Company
Work Completed on
Work Inspected on (Date)
For Fannie Mae Use Only
Prior Authorization (if any)
Accumulated*
For work exceeding $1,000:
1. Bids have been received and
approved
2. Bids have been taken verbally.
_
Approved
($15,200.00
(initials)
(initials)
(Fannie Mae Sales Ren) (Date)
if total cost exceeds $3,000 two authorized signatures are required
2nd level: ❑ Supervisor ❑ Manager
(Date)
If total cost exceeds $15,000, Sales Review Committee Approval Required
Sales review:
(Date)
I certify that I personally inspected the above item(s) and found all work completed in a satisfactory and workmanlike manner.
Broker Signature
Date
FANNIE MAE
FORM 1093 JAN 03
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: 9/30/12
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name: FEDERAL NATL MRTG ASSN AKA FANNIE MAE
Property Address:230 NE 101 STREET
Roofing Permit Number:
Dear Building Official:
1 DANIEL GARCIA certify that I am not required to retrofit the roof to wall connections of my
building because:
w The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please 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
Iorida Building Code (1994 SFBC)
Signature
DANIEL GARCIA
Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
Swom to and subscribed before me this 3°t day of SEPT 12
Notary Public, Sate of Florida at Large
• 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 5/21/2009
Pro `on:
Folio
11- 3206 - 013 -4640
Property Address
230 NE 101 ST
Owner Name(s)
FEDERAL NATIONAL MORTGAGE
ASSN
CIO CHASE HOME FINANCE LLC
Mailing Address
3415 VISION DR MAILCODE OH4 -7164
COLUMBUS OH
43219
Primary Zone
1000 SGL FAMILY - 2101 -2300 SQ
Use Code
0001 RESIDENTIAL - SINGLE FAMILY
Beds/Baths/Half
2/2/0
Floors
1
Living Units
1
Adj. Sq. Footage
1,436
Lot Size
8,625 SQ FT
Year Built
1942
Legal Description
MIAMI SHORES SEC 1 AMD PB 10 -70
W1 /20F LOT & LOT BLK34
LOT SIZE 75.000 X 115
OR 17435 -1721 1196 1
COC 25759 - 1840 06 2007 1
OR 28020 -2490 0212 12
Assessment Information..
Current Previous
Year
2012
2011
Land Value
crii.1 9 27
$107,502
wilding Value
C $115,521
$116,253
Market Value
$239,148
$223,755
Assessed Value
$239,148
$223,755
Exemption'' Intorstatiotar',;;
Current Previous
Year
2012
2011
Homestead
$0
$0
2nd Homestead
$0
$0
Senior
$0
$0
Veteran Disability
$0
Civilian Disability
$0
$0
Widow(er)
$0
$0
Disclaimer:
MIAMI -DADE COUNTY
OFFICE OF THE PROPERTY APPRAISER
PROPERTY SEARCH SUMMARY REPORT
Honorable Pedro J. Garcia
Properly Appraiser
Aerial Photography 2012
Taxait
Vain+ fin
Current
Previous
Year
2012
2011
Exemption/Taxable
Exemption/Taxable
County
$0 / $239,148
$0 / $223,755
School Board
$0 /$239,148
$0 /$223,755
City
$0 / $239,148
$0 / $223,755
Regional
$0 / $239,148
$0 / $223,755
Inforr
Date
Amount
Recording
Book -Page
Qualification Code
2/2012
$171,100
28020 -2490
Deeds to or from financial
institutions
6/2007
$367,000
25759 -1840
Sales which are qualified
11/1996
$115,000
17435 -1721
Sales which are qualified
911990
$85,000
14704 -2243
Sales which are qualified
The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information
and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its
interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record.
The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the
cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full
disclaimer and User Agreement at http:// www. miamidade .govinfo /disclaimer.asp.
Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov
GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Sunday, September 30, 2012
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 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
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 and the
tor. The owner's initial in the adjacent box indicates that the item has been explained.
. Aesthetics- Worlananship: The workmanship provisions of Section R4402 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
men 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 Section R4403. (The roof deck is usually concealed prior
to the existing roof system.)
. Common Roofs: Common roofs are those which have no visible delineation between
neigh i o ring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing
posa for and/or owner should notify the occupants of adjacent units of roofing work to be performed.
. 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. This provides the option of maintaining
�nce.
. 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
e original roofing system is removed. Ponding conditions should be corrected.
`• . 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
ce with the requirements of Sections R4402, R4403 and R4413.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior f the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of
the roof.
ace;, designed by a Florida licensed engineer or registered chitect to eliminate the attic
be required.
Owner's/Agents Signature
Date Con actor's Signa
la
Property Address Permit Number
SECTION R4402.14
HIGH VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope Application
A,B,C
1,2,3,4,5,6,7
Prescriptive BUR -RAS 150
A,B,C
4,5,6,7
Asphaltic Shingles
A,
1,2,4,5,6,7
Concrete or Clay Tile
A,B,D,E
1.2.3.4.5,6,7
Metal Roofs
A,B,D
1,2,3,4,5,6,7
Wood Shingles and
Shakes
A,B,D
1,2,4,5,6,7
Other
As Applicable
1,2,3,4,5,6,7
ATTACHMENTS REQUIRED:
1.
Fire Directory Listing Page
2.
From Notice Of Acceptance:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3.
Design Calculations per Section R4403, or If Applicable, RAS 127 or
RAS 128
4.
Other Component Notice of Acceptances
5.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Re- Roofing Only)
7.
Any Required Roof Testing Calculation Documentation
MCIEEMT71
OCT 022612
Y
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
BY:a -o
Section A (General Information) Q
Master Permit No Process No.7 }— 1E18)(0
Contractor's Name q, 4.
Job Address (E to ( '.
❑ Low Slope
❑ Asphaltic
Shinat
ROOF CATEGORY
❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile
❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes
❑ Prescriptive BUR -RAS 15C
ROOF TYPE
Reroofing ❑ Recovering
Miami Shores Village
APPROVED
BY
FfertING DE IT
aintehance
ROOF SYSTEM INFORMAT O03LDG DEPT
DATE
SUMO' TO (t� LIANCE WITH ALL FEDERAL
ow Slope Roof Area (SF) Steep Sloped Roof Ar (� F) Total F)
STATE AND C l l R LES AND REGULATIONS
Iql b
SECTION B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow
scuppers and overflow drains. Include dimensions of sections and levels, clearly
identify dimensions of elevated pressure zones and location of parapets.
■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■ ■M■■■■ ■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■•■■■ N■■■■■ ■■■■■ ■■M■ ■ ■■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■■■■■■ ■ ■■
■ ■■■■■■■■■■■■■■■ pn om■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■ ■■■■■■■■■■■■■■■E iiMU MMOI■■ M ■■■■■■ ■ ■■■■■ ■M■■■■■■■■■■■■■■ ■M■
■ ■ ■ ■ ■■■ ■ ■■ ■■ ■■■■■■■■■■■■ ■M■■■■■■■■ ■M■■■■■■■
■■■■■■■■■■■■ I•■ M■■■■■■■■■ M■■ ■ ■ ■■■ ■ ■ ■M■■ ■■■■ ■■ ■■ ■ ■ ■■ ■ ■■ ■ ■■■■
■ ■ ■ ■ ■ ■MEMEM■ .... ■M ■ ■ ■ ■ ■ ■ ■• ■ ■'I■ ■■■■■■ ■ ■ ■ ■■ ■■ ■ ■ ■ ■ ■■■ ■■■■ ■ ■■
■■■■■■■■■■■■ ii■■■■■■■■■■■ M■■ ■AUMME ■ ■ ■M■ ■■■■ ■ ■M■■■ ■■ ■ ■■ ■ ■MM■
■■■■■■■■■■■■ f•■■■■■■■■■■■■■•■ r■■■■■■■■■■■MMNI1■■■■ ■MM ■M■■■■■
■■■■■■■■■■■■ I•■■■■■■■■■ M■■■• ■ ■ ■ ■ ■ ■■■ ■ ■ ■ ■■SWWM ■■■ ■ ■ ■■■ ■ ■ ■ ■ ■■
■ ■ ■ ■ ■ ■ ■__ -= JM■■■■■■■■■■■■L. ∎.TM■ ■■nr----- ��-- :1■■■ ■M■■ ■■■■
■■■■ ■■■ M ■ ■ ■■■■■■■■■, ■■■■M■■■ ■ ■■ ■■_ ■n %� i■■■■ ■ ■ ■ ■■11■■■■■■■■■■■
■ ■ ■ ■ ■ ■■ ■■■ ■■ ■■■■■■r t ;� ■ ■ ■ ■ ■ ■ ■ ■■■■ i... i ■ ■ ■ ■ ■ ■ ■ ■ ■1'1 ■ ■■ ■ ■ ■ ■ ■ ■ ■■
■■■■■■■■■■■■■■■■■■ uil■■■■■■■■ .n■ ■■■■ ■■■ ■■■■ ■■ ■ ■b1■ ■■ ■■■■ ■ ■ ■■
■■■■■■O ■ ■■ ■ ■ ■ ■■ ■■■■u■ ■r ■MUVO a■ ■ ■ ■ ■ ■ ■■ ■w ■■ ■■■■i ... ■■ ■■ ■■■>•
■■■■■■■ MMEMMIIMMEIMMWMUNNOAMMILMI 11111■1•I•■■I, IMMM..ii I ■■■■■■■ ■■■■
■ ■MM■■■ ■■■r'a c uuuk ■iOMFUAMM ■ ■ ■■ ■■ ■ ■ ■■ ■NI►i ■ ■ ■■■i I P IMMEMM■■■
■■■■■■■ ■ ■ ■Cf > ■ ■ ■11 ■MI lrr ■■ ■ ■■ ■ ■■■ ■ ■ ■ ■ ■ ■M ■11■■ ■ ■■MII Wfl •A■ ■ ■■■■
MEMEM12 ■M ■ ■ ■■■■■ ■Y ■■■ ■ ■ ■ ■■ ■ ■■ ■■ ■ ■■ ■■ ■■ ■LIIMM■ ■MI IR5l•1■■ ■ ■■■■■
■ ■EnmiE ■ ■ ■ ■■■■ ■ ■ ■ ■ ■ ■!• ■ ■■ ■ ■ ■■■■■ ---- is ■ ■■■ ■ ■ ■ ■ ■ ■■
■■■! M( 1■■■■■■■■■ M■■■■ PI■■■■■■■■ M■■■■■■■■■■■■■■■ ■I'1■ ■ ■■■ ■ ■■■M■
■■■■■■■.....■■■■■■■ l'I 17■■ M■■■■■■ ''■ ■ ■■■■ ■M■ ■■ ■■■ ■i=1■■■■■■ ■■■■■
■■■■■■■■■■■■■■■■■■■. IMMUNE= ■■■■■ ■[1 ■M..... ■11■■■■■■ ■■■■■
■■■■■■■■■■■■■■■■■■■■ ri■■■■■■■■ ■■ ■■■■■■IL5MME ■ ■ ■■G• ■M ■M■ ■M ■ ■ ■M
■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■...... ■ ■ ■ ■ ■ ■ ■■ ■■I....u. ■ ■ ■ ■ ■■
■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■i u ■■■■■'•■ p ■■ ■ri ■ ■■■■■ii■■■m■d■ ■ ■ ■■ ■ ■ ■ ■■■
MIME ■ ■ ■ ■ ■M■■■■tV'■ ■■■■.in ■ MM■ ■ ■■■■■■iorici■■■■■■■■■■■■■■■
■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■Si i a iiimmilAMMEMMEMEMEMMEMOWAIMMENOMMEMMIMMEMM
■■■■■■■■■■■■■■■■■.■■■ rlm■■■ ■■■ ■■■ ■ ■ ■ ■ ■MMMM■■■■■■■■ ■ ■■■■■■■
■■■■■■■a.... --' i■\ i■■■■ M■■■■■ ■M■■■■■■■■■■■■■■■■ ■M■■■■■
■tt IMMEMM■■■HUMFAME■■■■■■■■■■■■■■■■■■■■■ MEMEMs■■■■■■■■■MME
ixh VG ?" P4
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer: , 111 i jl i1li73 d za
Product Approval Number: /1-- 0.0,,s?/ 0 ea
Minimum Design Wind Pressures, If Applicable (From RAS 127 or calculations):
P1::S, iti, P2: N G 1 P3: 1. :
Maximum Design Pressure
Product Approval Specific System: i5.
Method of Tile Attachment: J 1i r d t,/ r. %i ce /
2
Roof Slope:
: 12
Steep Sloped System Description
Deck Type:
4:` `qt/tiAtod
ype Underlayment:
Insulation:
ire Barrier:
Ridge Venti o ?
467-10
0JA
Fastener Type & Spacing:
Adhesive Type:
Mean Roof Height:
i'
A
Type Cap Sheet:
Roof Covering:
Type & Size Drips
Edge:
Ildtz9k5a4 0"
l e�
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values
for Mrwith the values from Mr. If the Mrvalues are greater than or equal to the Mr
values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(P, c tiaix Awl-0 = t25) -Mg: = Mr, Product Approval Mr -
( x .%) - Mg: , = Mrz Product Approval Mt % ,
(173: x1=.)- M9�- Mr9 uct Approval Mt 1'7
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (Mr) From Table Below q Product Approval Mt e
Mr Required Moment Resistance*
Mean Roof Height -►
Roof Slope jr
15'
20'
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2
3:12
X
34.4
36.0
37.4
39.8
4:12
(\ 30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
*Must be used In conjunction with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compare the values for F' with the values for
Fr If the F' values are greater than or equal to the Fr values, for each area of the roof, then
the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
x 1: = x w:= ) - W: x cos d: - = Fr, Product Approval F'
(P2: x 1: = x w:= ) - W: x cos 0: - = Fr2 Product Approval F'
(P3: x 1: = x w:= ) - W: x cos 0: - = Fri Product Approval F'
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
X
Product Approval
Restoring Moment due to Gravity
M,
Product Approval
Attachment Resistance
M,
Product Approval
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
P
Product Approval
Required Uplift Resistance
Fr
Calculate)
Average 111e Weight
W
Product Approval
111e Dimensions
I = length
w = width
Product Approval
All calculations must be submitted to the Bullding Official at the time of permit application.
MIAMI DE
COUNT`
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Eagle Roofing Products LLC
1575 East C.R. 470
Sumterville, FL 33585
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
www.miamidade.gov/bulW1ual
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 BNC - Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or . material tested for quality assurance purposes. if this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or rial fails to meet the requirements of the applicable building code.
This product is a . ed as descri , and has been designed to comply with the Florida Building Code
including the Jhgh Velocity Hurricane Zone i e Florida Building Code.
DESCRuP
L21
ON: Capistrano Concrete Tile
LABELING: Each unit shall bear a ► 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 NOA #07- 1018.09 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.:11- 0321.03
Expiration Date: 10/05/16
Approval Date: 05/12111
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material:
Roofing
Roofing Tiles
Concrete
1. SCOPE:
This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by
Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of
Acceptance. For locations where the pressure requirements, as determined by applicable
Building Code does not exceed the design pressure values obtained by calculations in
compliance with RAS 127 using the values listed in section 4 herein. The attachment
calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION:
Manufactured by
Applicant
Capistrano Concrete
Tile
Trim Pieces
Dimensions
L =17"
W =12'I"
Thickness ='/2"
= varies
w = varies
varying thickness
Test
Specifications
TAS 112
TAS 112
Product
Description
High profile concrete roof tile. For direct
deck or battened nail -on applications.
Accessory trim, clay roof pieces for use at
hips, rakes, ridges and valley
terminations. Manufactured for each tile
profile.
NOA No.:11- 0321.03
Expiration Date: 10 /05/16
Approval Date: 05/12/11
Page 2 of 7
2.1 EVIDENCE SUBMITTED:
Test Agency Test Identifier
PRI Asphalt Technologies ERPF- 001 -02-02
Redland Technologies 7161 -03
Appendix III
Redland Technologies Letter Dated Aug. 1,
1994
Redland Technologies P09647 -01
Redland Technologies P0402
The Center for Applied 94 -083
Engineering, Inc.
The Center for Applied 94 -084
Engineering, Inc.
The Center for Applied 25- 7094 -(3, 6 & 9)
Engineering, Inc.
The Center for Applied 25- 7120 -(1 & 2)
Engineering, Inc.
The Center for Applied 25- 7183 -(3 & 4)
Engineering, Inc.
The Center for Applied 25- 7214 -(3, 4, &7)
Engineering, Inc.
The Center for Applied 25- 7804 -4
Engineering, Inc.
Celotex Corporation 520111 -3
Testing Services
Celatex Corporation 520191 -2 -1
Testing Services
Walker Engineering, Inc. Calculations
Test Name/Report
TAS -112
Static Uplift Testing
TAS 102 & 102(A)
Wind Tunnel Testing
TAS 108 (Nail-On)
Wind Tunnel Testing
TAS 108 (Mortar Set)
Withdrawal Resistance Testing of screw
vs. smooth shank nails
Static Uplift Testing
TAS 101 (Adhesive Set)
Static Uplift Testing
TAS 101 (Mortar Set)
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 101
Static Uplift Testing
TAS 101
Aerodynamic Multiplier
ate
Aug. 2006
Dec. 1991
Aug. 1994
Aug. 1994
Sept. 1993
April 1994
May 1994
Oct. 1994
Nov. 1994
Feb. 1995
March, 1995
Sep. 1996
Dec. 1998
March 1999
Sep. 2006
NOA No. :11- 0321.03
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 3 of 7
3. LIMI'T`ATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS
106 may required, refer to applicable building code.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with 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.
4. INSTALLATION
4.1 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be installed
in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight -W (Ibf)
Length -I (ft)
Width -w (ft)
Capistrano Concrete Tile
10
1.417
1.04
Table 3: Restoring Moments due to Gray
Table 2: Aerodynamic Multipliers - A (ft)
Tile
Profile
Tile
4 ":12"
A (ft)
6 ":12"
/ A (ft')
Profile
Battens
Batten Application
Battens
' Irect Deck Applic - 'Ion
Capistrano Concrete Tile
Direct
Deck
0.300
Direct
Deck
0.277
Table 3: Restoring Moments due to Gray
- Ma (ft -Ibf)
Tile
Profile
3":1r
4 ":12"
5 ":12"
6 ":12"
Greater than
T' :12"
Capistrano
Concrete Tile
Battens
Direct
Deck
Battens
Direct
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
6.68
6.99
6.57 (175181)
6.44
6.73
6.28
6.56
6.10
6.38
NOA No. :11- 0321.03
Expiration Date: 10/05116
Approval Date: 05/12/11
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - M, (ft -lbf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15132" plywood)
Direct Deck
(min. 19/32" plywood)
Battens
Capistrano
Concrete
Tile
2 -10d Ring Shank Nails
28.6
41.2
19.4
1 -10d Smooth or Screw
Shank Nail
5.1
6.8
2.8
2 -10d Smooth or Screw
Shank Nails
6.9
9.2
7.3
1 #8 Screw
20.7
20.7
18.1
2 #8 Screw
43.2
43.2
29.8
1 -10d Smooth or Screw
Shank Nail (Field Clip)
23.1
23.1
19.0
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
29.3
29.3
24.0
2 -10d Smooth or Screw
Shank Nails (Feld Clip)
27.6
27.6
38.6
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
38.1
38.1
41.8
2 -10d Ring Shank Nails' 33.1 48.1 45.2
1. Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile.
Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Capistrano Concrete Tile
Adhesive
29.31
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 10.7 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams. .
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Capistrano Concrete Tile
Polyfoam PolyPro7°"
66.53
Polyfoam PolyProTM
38.74
3 Large paddy placement of 83grams of PolyProTM.
4 Medium paddy placement of 24grams of PolyProT". 4
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Capistrano Concrete Tile
Mortar Set"
24.5
5 Tie -rite Roof Tile Mortar.
NOA No.:11- 0321.03
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 5 of '1
5. LABELING :
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or Iogo (See
Detail Below), or following statement: "Miami -Dade County Product Control Approved ".
EAGLEfr'
FLORIDA
CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT
(LOCATED ON UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS:
6.1 Application for building permit shall be accompanied by copies of the following.
6.1.1 this Notice of Acceptance.
6.1.2 Any other documents required by Building Official or Applicable building tale in
order to properly evaluate the installation of this system,
NOA No.:11- 0321.03
Expiration Date: 14/05/16
Approval Date: 05/12/11
Page 6 of 7
PROFILE DRAWING
0004:00004.
CAPISTRANO CONCRETE ROOF TILL
END OF THIS ACCEPTANCE
NOA No.:11- 032I.03
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 7 of 7
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
3M Company
3M Center Building 0220- 05 -E-06
St. Paul, MN. 55144 -1000
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
www.miamidade.gov /peas
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as des « ••- • has been designed to comply with the Florida Building Code
including the High Veloc ' urricane Zone of the Flon 'Wing Code.
DESCRIPTION: 3 2- Component Foam Roof Tile Adhesive
LABELING: Each unit sha
• O.' 11
anent label with the manuf i ra ' ame or logo, city, state and following
statement: "Miami -Dade County Product "Control Approved ", ess 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 Tigers
NOA No.: 12- 0228.18
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
ProPack® 30 & 100
N/A
N/A
Dispensing Equipment
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 tile adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Results
1.6 lbs. /ft.3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft2
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
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 -1PA 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. 3M 'M 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.
/ -1
F
—W
F'– 2'
MS
NOA No.: 12-0228.18
Expiration Date: 05/10/17
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. 3M114 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 RTF1000 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 RTF1000 or
ProPack® 30 & 100 dispensing equipment only.
7. 3M1'M 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 /pan
N/A
Flat, Low, High Profiles
#2
24
N/A
Flat, Low, High Profiles
#3
8
MIAMI MADE COUNTY
APPROVED
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.
BUILDING 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
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
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 6 of 7
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
END OF THIS ACCEPTANCE
MIAMI-DADE COUNTY
APPROVED
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 7 of 7
MIAMIDADE
COUNTY
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyglass USA Inc.
150 Lyon Drive
Fernley, NV 89408
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
www.miamidade.gov /pera
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section
to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the
right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this
product or material fails to meet the requirements of the applicable building code.
This product is approved as d has been designed to comply with the Florida Building Code
including the High V ty Hurricane Zone of the " : da Building Code.
DESCRIPTIO
LABELING: Each unit s ► ear 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- 0601.10 and consists of pages 1 through 8
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 11- 1229.01
Expiration Date: 09/13/16
Approval Date: 04/05/12
Page 1 of 8
ROOFING COMPONENT APPROVAL
Category: Roofing
Snb- Category: Underlayment
Material: SBS , APP Self- Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Product
Polystick MTS
underlayment
Manufacturing Location
#2
Polystick IR -Xe
underlayment
Manufacturing Location
#1 & #2
Polystick TU
underlayment
Manufacturing Location
#1 & #2
olystick TU Plus
underlayment
(Surface Printing)
anufacturing Locati
Polystick TU P
underlayment
Manufacturing Location
#2
Polystick Tile Pro
Manufacturing Location
#2
Polystick Dual Pro
Manufacturing Location
#2
MIA•I•DADE COUNTY
APPROVED
Dimensions
Roll:
65'8" x 3'33/8"
60 mils thick
Roll:
65' x 3'33/8"
Or 65' x 3'
60 mils thick
Roll:
32'10" x 3'33/8"
100 mils thick
Roll:
65' x 3'33/8"
80 mils thick
Roll:
32'10" x 3'33/8"
130 mils thick
Roll:
61' x 3'33/8"
60 mils thick
Roll:
61' x 3'33/8"
60 mils thick
Test Product
Specification Description
TAS 103 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.
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 and
ASTM D 1970
A fine granular /sand top surface self - adhering,
APP polymer modified, fiberglass reinforced,
bituminous sheet material for use as an
underlayment in sloped roof assemblies.
Designed as an ice & rain shield and as a flat
roof tile underlayment.
A heavy granuled surface self adhering, APP
polymer modified, fiberglass or polyester
reinforced, bituminous sheet material for use as
an underlayment in sloped roof assemblies.
Designed as a a roof tile underlayment.
A rubberized asphalt self - adhering, glass -
fiber /polyester reinforced waterproofing
membrane. Designed as a metal roofing and roof
tile underlayment.
A rubberized asphalt waterproofing membrane,
glass- fiber /polyester reinforced, with a granular
surface designed for use as a tile roof
underlayment.
A rubberized asphalt self-adhering, glass -
fiber /polyester reinforced waterproofing
membrane. Designed as a metal roofing and roof
tile underlayment.
A rubberized asphalt self - adhering, glass -
fiber /polyester reinforced waterproofing
membrane. Designed as a metal roofing and
roof tile underlayment.
NOA No.: 11- 1229.01
Expiration Date: 09/13/16
Approval Date: 04 /05/12
Page 2 of 8
MANUFACTURING PLANTS:
1. Hazelton, PA
2. Winter Haven, FL
EVIDENCE SUBMITTED:
Test Agency
Exterior Research & Design, LLC
Trinity I ERD
PRI Asphalt Technologies
Momentum Technologies, Inc.
Test Identifier
11756.04.01 -1
11756.08.01 -1
02202.08.05
P5110.08.07
P10870.09.08 -R1
P10870.04.09
P33360.06.10
P33370.03.11
P33370.04.11
P36900.09.11
P37300.10.11
PRI01111
PUSA - 005 -02 -01
PUSA- 018 -02 -01
PUSA -035 -02-01
PUSA- 033 -02 -01
PUSA - 055 -02 -02
PUSA -083 -02 -01
PUSA- 089 -02 -01
JX20H7A
RX14E8A
DX23D8B
DX23D8A
Test Name/Report
TAS 103
ASTM D 1970
TAS 103
TAS 103
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 4977
ASTM D 4977
ASTM D 2523
TAS 103
ASTM D 1970
TAS 103
TAS 103
TAS 103 /ASTM D4798 & G155
TAS 103 /ASTM D4798 & G155
TAS 103 /ASTM D4798 & G155
TAS 103 /ASTM D4798 & G155
TAS 103 /ASTM D4798 & G155
Date
04/27/01
08/14/01
08/29/05
08/29/07
12/04/08
04/13/09
07/01/10
03/02/11
04/26/11
09/01/11
10/19/11
04/08/02
01/31/02
07/14/03
09/29/06
01/12/06
12/10/07
06/30/08
07/06/09
04/01/08
11/09/09
02/18/10
02/18/10
NOA No.: 11- 1229.01
Expiration Date: 09/13/16
Approval Date: 04 /05/12
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 -Y2" 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.: 11- 1229.01
Expiration Date: 09 /13/16
Approval Date: 04 /05/12
Page 4 of 8
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles,
non - structural metal roofing, roof tile systems and quarry slate roof assemblies. IR-Xe, TU, and TU P may be
used in all the previous assemblies listed except metal roofing.
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 leis 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.
Exyosure Limitations (days)
Polystick MTS
MTS
IR-Xe
TU
TU Plus
TU P
Tile Pro
Dual Pro
Winter haven, FL.
180
180
180
180
180
180
180
Hazelton, PA.
N/A
30
30
180
N/A
N/A
N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9N -3 of the Florida Administrative Code.
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance. Polystick TU, TU Plus, and Tile Pro 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
Plus, TU P, Tile Pro
Flat Tile
Prohibited without battens
5:12
No limitation
Profiled Tile
Prohibited without battens
Prohibited
No limitation
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.: 11- 1229.01
Expiration Date: 09/13/16
Approval Date: 04/05/12
Page 5 of 8
GENERAL LINIITATIONS: (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.
0
0.
0
N
CO
6
Roofing Tiles
(6 Max. Per Stack)
12
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, Dual Pro and Tile Pro
may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU
Plus, TU P, 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, 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.
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.: 11- 1229.01
Expiration Date: 09 /13116
Approval Date: 04 /05/12
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 1" metal disk as
required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of
12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on
the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area
being back - nailed. (Please refer to applicable local building codes prior to installation.)
3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251
Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel
Grade mastic, 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 T' /12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/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, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric
Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic 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.: 11- 1229.01
Expiration Date: 09/13/16
Approval Date: 04/05/12
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
MIAMI.DADE COUNTY
APPROVED
NOA No.: 11- 1229.01
Expiration Date: 09 /13/16
Approval Date: 04/05/12
Page 8 of 8