RF-15-174t
Miami Shores VillageTR�CF�'TT'
Building Department JAN 26 2015
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20 10
BUILDING Master Permit No. U
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
r—IPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 113 A/1�: 10 q ��
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: �yflConstructionType:
OWNER: Name (Fee Simple Titleholder): Mowi r ��
Address: 113 �E I0 '6
Flood Zone: BFE: FFE:
-3y
City: M` J k ®i -e/5 State: f` Zip: 3.3 13 9
Tenant/Lessee Name: Phone#:
Email:
K��_CONTRACTOR: Company Name: Wl Phone#:
Address: 3 9 Lf 96 `W, '. b
�
City: 1� �( A,
rick mom —State: Zip:
Qualifier Name:
State Certification or Registration #:
one#:
Certificate of Competency #: 0 6 B6 0000 - L
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 13 13 00 Square/Linear Footage of Work: 2 3 D,
Type of Work: ❑ Addition ❑ Alteration El New Repair/Rep place F-1Demolition
Description of Work: 7QbT 0-P ai"s+ihf +i Ie&,, Y-0 I a&e- w i*K ®., rye w AoM.
®rev q00.60 -Lia )31 I-� l oi°i c � tie,+z I e, Co for o+4' 1 e
M
Specify color of color thru tile:
,,-� r�
Submittal Fee $ Permit Fee $ CCF
Scanning Fee $
Technology Fee $_
Structural Reviews $
(Revised02/24/2014)
Radon Fee $
Training/Education Fee $
DBPR $
Notary $
Double Fee $
Bond $ S;W
TOTAL FEE NOW DUE $ 9
-�q o tto
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for 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 Signature �Vd �
OWNER or AGET CONTRACTOR
The foregoing instrument was acknowledged before me this
')3 day of 3 64--�U. 20 JC . by
�A6'r'� a M�e"e...e , who is personally known to
me or who has produced T�� as
The foregoing instrument was acknowledged before me this
day of �- . 20 , by
-who is personally known to
me or who has produced71�) as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC: „0�+
q4
Sign: Sign: -
Eta
Print:' Print:
ad y n���.� MARE FIGUEROA
6 r
Seal: : _ °E Notary Public -State of Florida Seal
=.s` My Comm. Expires Mar 3.2017 'n
r-.
-;�Fof�,oa; Commission # EE 879464
c
APPROVED BY f J Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
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
10050 NE 2nd Ave
Miami Shores, FI 33138
Re; Owner's Name: mayt5 1 ►clh fA
Property Address: 113 WE I D q-fh,6'i
Roofing Permit Number:
Date: 11 J,3)15
Dear Building Official:
I IU14��i1 certify that I am not required to retrofit the roof to wall connections of my
building because:
r(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
of 1994 edition of the South Florida Building Code (1994 SFBC)
�C a
Signature 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.
Sworn to and subscribed before me this J 3day of J �• azr-�., . o
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 wras
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Huftne Mitigation.
Revised on 5/21/2009
MARIE FIOUEROA
Notary Public - $tate of Florida
Mf' Comm- Expires Mar 3,, 2017
Commisslon N EE 879484
Miami shores V
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner - Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if
The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided anaffidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors..
Therefore, You may be personally liable for the worker compensation iniuries of any person allowed to work under this
permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Owner
Signature:
State of Florida
County of Miami -Dade
The for�&oing was acknowledge before me this -23
day of -Ax-,jr-4 , 20��.
BY Mads u M, cl�\
who is personally known to me or has produced
as
My Comm. Expires Mar
Cernrpission #F EE 97
Contractor
Signature: \AD cu *)Wwgt�
State of Florida
County of Miami -Dade
The foregoin was acknowledge before me this
day of _�3 - 92015
.
BY IV A&2 L_
who is personally known to meb uced
as identification.
Notary:
SEAL:ro
Paul Kawalek Roofing, Co
3847 SW 169' Terrace
Miramar, Florida
Phone: 305-754-0191
CC# 06 -BS 00007
January 26, 2015
I Paul Kawalek of Pau Kawalek Roofing, Co._
Will be performing a roofing job at 113 NE 108St Miami
Shores, Florida 33138
I have no employees, helpers or subcontractors.
\-W
Signature
Sworn to and subscribed before me this day
of , 20®'
Notary Public
Print Notary's Name��_.4aegr, e, //'ell 6/2 d
My commission expires:
pub11C grate of Florida
g5l „up Notary Feliciano
o Joartnamission FF 082753
A� Rbr CERTIFICATE OF LIABILITY INSUMNCE
�/2 �2Q 15
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO K-:7 :ITS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER,
IMPORTANT: If the certificate holder is an AD131TIONAL INSURED, the policy(les) must be andorsed. If SUBROGATION IS WAIVED, subject to
the terns and conditions of the policy, certain policies may require an endorsement A statement on this certtficete does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER
Presidential Insurance Services, LLC
NAME, Jeff Lampert
PHMO NIE we 305-423-0350 No; 305.423-0351
2665 South R yshore Drive 9707
Miami, FL. 33133
E-MAIL 4'; ]eff@lnsuranoequotelive.com
1NSUR8 S AFFORDING COVERAGE NAIC:t
INSURER A; Preferred Contractors Insurance Com an
INSURED
Paul Kawalek Roofing, Co.
17443 SW 47th CT.
Miramar, FL, 33029
NSURER 13:
INURER0:
EACH OCCURRENCE $ 1,000,000
INSURER D.
INSURER E 1
INSURER F:
a.Urr_raAuca CERTIFICATE Nt]MBER• 0r.VI_QlnM NI IReFIFQ.
THIS 16 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THS INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
OR
TYPE OF INSURANCE
POLICY NUMBER
IMFMaDDY EFF
P
MLTs
X COMMEF[CIALC36dERALWABILITY
CLAIMS MADE � OCCUR
EACH OCCURRENCE $ 1,000,000
PAF�I Ota fleOW 8 50,000
MED EXP (Any ora P*pn) $ 51000
A
X
PC -73424-06
10/28/201410!2812015
PERsoNAL as ADV INJUIRY 8 1,0()0,000
GEN'L AGOREOA7E LIMIT gPPI lE$ PER
X POLICY a J CT El LOC
GENERALAWREOATE $ 2,000,000
PaauUCTs-cMPraPacc $ 1,000,0()0
OTHER:
$
AUTDAGOBILE
LIABILITYEOrAaB1NE�DD
ANY ALTO
ALL AUTOS OWNED �OSULED
WIRED AUTOS AU OS"
SINGLE LIMIT $
BODILY INJURY (Per PM-) $
BODILY INJURY (Per alaldent) $
$
$
L
UMBRELLA LIAR
FXCM LIAR
OCCUR
CLAIMS -MADE
NIA
EACH OCCURRENCE S
AGGREGATE. Is
— DED I I RETENTION III
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY YIN
ANYCEMEMSER EXCLUDED? ECUTNE
OFFICEWMEnN[i) EXCLUDED?
(Mentletory Irt NH)
ffyyeegg9fbeundar
DESCRIPTIONOFOPERATIONSbelow
$
X STATUTE ERH-
EL EACH ACCIDENT $
EL.DISEASE -EAEMPLOYEE $
EL. DISEASE-POLICYLIMrr $
DESCRIPTION OF OPERATIONS! LOCATIONS! VEHICLES (ACORD !D!, Additional ` amrim Sch¢duk, may b¢ amarlaa Irmaro apacol�r" red)
Roofing, Re -Roofing, Repairs license number# CC 06- BS00007
RC# 0066926
City of Miami Shores SHOULD ANY OF THE ABOVE DESCRIBED POIJOES BE cANCELLEb OW -ORE
10050 NE. SECOND AVE. MIAMI THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERSD IN
SHORES, FLORIDA 33138-2382 ACCORDANCE WITH TM POLICY PROVISIONS.
Fax#,305-766-8972 aurH07 a
498 014 ACORD CORPORATION. All rights reserved.
ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RE: Permit #_ K --,I J I5 1 W DATE:
INSPECTION AFFIDAVIT
licensed as a (n) Contractor / Engineer / Architect,
(Print name and circle license Type) FS 468 Building Inspector
license #: D b 8-5 0000
On or abouaw) l51 ' 3 u NM , I did personally inspect the roof deck nailing
(Date & dme
work at ) �, ,�p ) 0.641.sq-
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on 553.844 F.S)
Signature
State of Florida
County of Dade:
The undersigned, Icing the first duly swom, deposes and says that he/she is the contractor for the above property
mentioned.
Revised on (7/10/2014)5721/2009
Sworn to and subscribed before me this
day of
Notary Public, Sate of Florida at Large
0ti1 =-
'General, guiding, Residential, or Roofing Contractors or any Individual certified under 468 F.S. to make* an lrispeodorr t� photographs of each plane of the roof with
permit 0 and address # clearly shown marked on the deck for each inspection
����%
v;I fit , � `
Revised on (7/10/2014)5721/2009
F.I.Ee
FLORIDA INTERNATIONAL ENGINEERING
VESTING LAB
INSIGHT -INNOVATION -INTEGRATION
Florida International Engineering and Testing Lab LLC
7500 NW 25 Street, #241, Miami, FL 33122
Telephone: (305) 378 -1991 -Fax: (305) 378-1997
Miami -Dade Lab Certification # 07 -0612.11 -State of Florida ca #27273
---------------------------------------------------------------------------------------------------------------------
SITE SPECIFIC INFORMATION
Owner's Name: V is ` c
Job Address:
Roofing Contractor: XO Et ",4 _
Permit Number: 0 T4 Type of Tile: . P%f
Approximate Roof Height: ?—feet Slope: 1.fl Approximate Square Footage: 0 0 ®® ft2
Type of Access to Roof: —,-- Ladder
Other Required Testing Force: 3 lbs. Testing Equipment: F. E. 1 Ox Shimpo Instrument
Date Installed: C 9 5' Date of Inspection: 411
TEST RESULTS
P= PASS, F= FAIL
Test
Location
Test
P or F Location
Test
P or F Location
Test
P or F Location P or F
Test
Location Por F
1
21
41
61
81
2
L 22
42
62
82
3
1 23
43
63
83
4
24
44
64
84
5
25
45
65
85
6
26
46
66
86
7
27
47
67
87
8
28
48
68
88
9
29
49
69
89
10
30
50
70
90
11
11 31
51
71 1
91
12
32
52
72
92
13
33
53
73
93
14
34
54
74
94
15
35
55
75
95
16
36
56
76
96
17
37
57
77
97
18
38
58
78
98
19
39
59
79
99
20
40
60
80
100
--------------------- 1----------------------------------------------------------------------------------------------
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.
ADDITIONAL TEST INFORMATION
Perimeter Width:
ft
Area
Units or ftZ
No. of Tests
Perimeter
vp
l
Field
Corners
10
Hips & Ridges
/, e D
w � i :•�'•p��.4
RESPECTFULLY SUBMITTED BY:
Vinayagar M. Balakrishnan V
State of Florida Lie # 63107
FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB, LLC
Sketch of Roo
a"
JX_ Lill—
Reileh En&eerin Corp.
,
ii
(Consulting Engineer) g
2370 S.W. 123 Avenue
Miami, Florida 33175-1174
Tel: 305-823-8008 / 305-397-6414
Fax: 305-823-3300 / 305-884-8834
Website: www.reilehengineering.com
February 12, 2015
J and K Roofing, Inc.
2010 Sherman Street
Hollywood, Florida 33020
Project: ROOF TILE UPLIFT TEST REPORT
Residential Home
113 Northwest 106 Street
Miami Shores, Florida
Information provided by client:
Permit Number: Not Provided
Date Completion: February 10, 2015
Roofing Contractor: J and K Roofing, Inc.
Project Number: 15-0127
(Testing Laboratory Certificate #11-0715.04)
Dear Sirs;
In accordance with your request and authorization, a representative of Reileh Engineering
Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was
performed in general accordance with Roofing Application Standard TAS No.106 -- Standard
procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically
attached, rigid, discontinuous roof systems.
The total of the tested roof surface area was less than 10000 square feet, and the mean height of the
roof is less than 40 feet above ground surface. The type of tile used for this project was reported to
be Malibu Roll Roof Tile. This tile was reported to have been foamed in place.
At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than
one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the
perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2)
squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer
areas were conducted.
Based on our test results, we conclude that the installation of the roof tile at the above referenced
project meets the test requirement outlined in the above-mentioned protocol. Attached please find
a_copy of our test report for your review.
Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you
have any questions or if we may be of further assistance, please do not hesitate to contact the
undersigned.
Respectfully submitted;
Reileh Engineering Corporation
*K�llbvof y
N6hamad Sonny Salleh, P.E.49014
Project Manager
TILE UPLIFr TEST
Residential Home
113 Northwest 106 Street
Miami Shores, Florida
Reilch Engineering Corporation -- Project Number - 15-0127 — Page 2 of 5
Report of
TILE UPLIFT TEST
for
Residential Home
113 Northwest 106 Street
Miami Shores, Florida
Project Number: 15-0127
Test Number
Test Load (Ib
Test Status
1
35
Pass
2
35
Pass
3
35
Pass
4
35
Pass
5
35
Pass
6
35
Pass
7
35
Pass
8
35
Pass
9
35
Pass
10
35
Pass
11
35
Pass
12
35
Pass
13
35
Pass
14
35
Pass
15
35
Pass
16
35
Pass
17
35
Pass
18
35
Pass
19
35
Pass
20
35
Pass
21
35
Pass
22
35
Pass
23
35
Pass
24
35
Pass
Reileh Engineering Corporation -- Project Number - 15-0127 — Page 3 of 5
Test Number
Test Load lb
Test Status
25
35
Pass
26
35
Pass
27
35
Pass
28
35
Pass
29
35
Pass
30
35
Pass
31
35
Pass
32
35
Pass
33
35
Pass
34
35
Pass
35
35
Pass
36
35
Pass
37
35
Pass
38
35
Pass
39
35
Pass
40
35
Pass
41
35
Pass
42
35
Pass
43
35
Pass
44
35
Pass
45
35
Pass
46
35
Pass
47
35
Pass
48
35
Pass
49
35
Pass
50
35
Pass
51
35
Pass
52
35
Pass
53
35
Pass
54
35
Pass
Reileh Engineering Corporation -- Project Number - 15-0127 — Page 4 of 5
Test Number
Test Load lb
Test Status
55
35
Pass
56
35
Pass
57
35
Pass
58
35
Pass
59
35
Pass
60
35
Pass
61
35
Pass
62
35
Pass
63
35
Pass
64
35
Pass
65
35
Pass
66
35
Pass
67
35
Pass
Test 1-13 Corner, 14-20 Ridge Caps, 21-41 Perimeter, 42-67 Field
Kellen engineering Corporation -- Project Number - 15-0127 — Page 5 of 5
1 u
NOf?iN 13 29 10
/412B
46
48 61
'A 22 2 9
26
1 60
21 25 24 25
36
66
62
64
48' 61
43
50 8
65 63
1
31 `10 5
5I 42 59 58
AI R
59
52 % % %
54 �
37 y
55
53
3
2 32 33
62'
T1;51 11L� P��IM�T�t; 1100 5� 0 PIPC4� CAP t5T LOCATION
FEW 26 COPNM - 100 5F
PMIWV
G
COP P 151 PLf?KV I715MNC�, a - 5' L t2 NM5 005-U I � -0127
p1196e CAP - I COPUP ASA - 5'X 5'
APPPDX, kOOF t5f LOCAIION5 ANP [91WN51ON5
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof S sy tem)
Roof System Manufacturer: �'j ®16
Product Approval Number: 11-
®a g' 0\103
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1• -AI P2: b®li®a 1 P3: 100ir7
Maximum Design Pressure
Product Approval Specific System:®l
Method of Tile Attachment: pay
® at►'1 ke-S f Ve
Roof Slope:
3 :12
Ridge Ventilation?
V/ A-
Steep Sloped System Description
Type:
I x & V--j-01h+ W008
Underlayment:
Type Cap Sheet: POIy iDS5 Pee h 644CK
I Roof Covering: ®�rOL"Coif
Mean Roof Height: I � ®i I%
7fgn & Size Drips vile
Edge: r 3
Y-3 .500V
0000
0000..
Iv
0
..
0000..
0000..
.
carrier•..
0 •
000..
0000
. Soso
0000.
. 0
Fastener Type & Spacing:o
• • • • •
I N�
!i
r
0000.
C.
��i
. 0 .
'.
Adhesive Type:1.000
•.
; 0000.
Pee I Vt
6+%-4'C.
..
0000..
00
0 . 0
Type Cap Sheet: POIy iDS5 Pee h 644CK
I Roof Covering: ®�rOL"Coif
Mean Roof Height: I � ®i I%
7fgn & Size Drips vile
Edge: r 3
Y-3 .500V
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based the systems, choose either Method 1 or 2. Compare the values
for Mrwiththe values from M,. if the M, values are greater than or equal to the M,
values, for each area of the roof, then the the attachment method is acceptable.
Method 1 " oment ased Tile Calculations Per RAS 127"
� x \ 32 = GLIA -M.: Mr,4111 Product Approval Mt 401q
(P2: h 9 01 x 1,3 13- Imo) - M-: - M,21190 Product Approval Mt D
(123:100,9 x,\..213 - - Mg: $�03 =Mr,Xq Product Approval Mf
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval M,
*Must be used in conjunction with a list of moment based the systems endorsed by the
Broward County Board of Rules and Appeals. • e * •
• 00••00
For Uplift based the systems use Method 3. Compare the values for F' with the *Values for •
000.
Fr. if the P values are greater than or equal to the Fr values, for each area e1 tte r 0
oof, then
the file attachment method Is acceptable. • • • • • •
0000 ..
Method 3 "Uplift Based Tile Calculations Per RAS 127" •
(PI: x 1: x w.. W: x cos 0: - = F Product ApirtrelaF, *000
(Pz: x 1: = x w:= _) - W: x cos 0: - = Ftz Product AIMp oV&1 F' • • •
(P3: x 1: = x w:. )-W: x cos 0: - -F Product A13004CF' '
0000..
Mf Roqulrad
Moment Resistance*
Symbol
Where to find -00
Mean Roof Height --►
Roof Slope 4r
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
*Must be used in conjunction with a list of moment based the systems endorsed by the
Broward County Board of Rules and Appeals. • e * •
• 00••00
For Uplift based the systems use Method 3. Compare the values for F' with the *Values for •
000.
Fr. if the P values are greater than or equal to the Fr values, for each area e1 tte r 0
oof, then
the file attachment method Is acceptable. • • • • • •
0000 ..
Method 3 "Uplift Based Tile Calculations Per RAS 127" •
(PI: x 1: x w.. W: x cos 0: - = F Product ApirtrelaF, *000
(Pz: x 1: = x w:= _) - W: x cos 0: - = Ftz Product AIMp oV&1 F' • • •
(P3: x 1: = x w:. )-W: x cos 0: - -F Product A13004CF' '
0000..
00
0000.0
000009
.00000
.000•
0 0
00000
000000
•
0
00000 •
0
00000.
Where to Obtain Information •
Description
Symbol
Where to find -00
Desip Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepare by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
Product Approval
Restoring Moment due to Gravity
me
Product Approval
Attachment Resistance
K
Product Approval
Require Moment Resistance
M,
Calculated
Minimum Attachment Resistance
F'
Product Approval
Require Uplift Resistance
Fr
Calculated
Average Tile Weight
W I
Product Approval
Tile Dimensions
t
Product Approval
AO calculations must be submitted to the Building OiRcial at the time of permit application.
00
0000.0
000009
.00000
.000•
0 0
00000
000000
•
0
00000 •
0
00000.
SECTION R4402.13
HIGH VELOCITYHURRICANE 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
ownerwith the required roofing permit, and to explain to the ownerthe content of this section. The provisions of
Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner and the
contractor. The owner's initial in the adjacent box indicates that the Item has been explained.
1. Aesthetica -Workmanship: The workmanship provisions of Section R4402 are for the purpose of
provi uig thatthe roofing system meets the wind resistance and water intrusion performance standards. Aesthetics
(appearance) are: not a consideration with respect to workmanship provisions. Aesthetic issues such as color
or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement
between the owner and the contractor.
2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renailea in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to removing the existing roof system.)
3. Common Roofs: Common roofs are those which have no visible delineation between
neighboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing
contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed.
4. Exposed Collings: 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
this appearance.
5. Ponding Water: The current roof system and/or deck of the building may not drain well and
may 6ause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of
structural distress and may require the review of a professional structural engineer. Ponding may shorten
the life expectancy and performance of the new roofing system. Ponding conditions may not be evident
until the original roofing system is removed. Ponding conditions should be corrected. sees
6. Overflow scuppers (wall outlets): It is required that rainwater flow off sg thatthe roof is dot •
overloaded from a build up of water. Perimeter/edge walls or other roof extensions may gllqg>Z this dwave •...:
if overflow scuppers (wall outlets) are not provided. It may be necessary to install,gvg4gw scuppers in 0
accordance with the requirements of Sections R4402, R4403 and R4413. 00000 :••••
0 :60
7. Ventilation: Most roof structures should have some abilityto vent natu � � I w thro J 60:604, 0.0 0 •
pJ � G X411 the ....0
interior of the structural assembly (the building itself). The existing amount of attic vipA%gibn shafl.rldt .
reduced. It may be beneficial to consider additional venting which can result in exterift&t v service lite of . •
the roof. •
Exception: Attic spaces, designed by a Florida licensed engineeror registered architedWelitninate tbeaitic :"":
venting, venting shall not be requir d. ' ' '
ner's/Agent's Signatu Date Contractor's Signature
Property Address Permit Number
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERWITING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/pera
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County 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 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: Saxony 900 Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stateGM(f fpllowing
statement: "Miami Dade County Product Control Approved", unless otherwise noted here;" • • • Goes "
.
0000..
00000.
RENEWAL of this NOA shall be considered after a renewal application has been filed "4we has beets no
change in the applicable building code negatively affecting the performance of this produp* • • . 00 . : Goes
0000 . .0 0000.
TERMINATION of this NOA will occur after the expiration date or if there has been a f'dE ft or chilfl¢2 in the • • • • •
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an e "cot ement orae product,"
for sales, advertising or any other purposes shall automatically terminate this NOA. Failute to cpmply�wit,any •
section of this NOA shall be cause for termination and removal of NOA. • .....
. . ..000.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and 1OHOvk0 d 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#07-0711.03 and consists of pages I through 8.
The submitted documentation was reviewed by Alex Tigera.
�{ NOA No.: 12-0222.03
i° Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 1 of 8
ROOFING ASSEMBLY APPROVAL
Cateeorv:
Roofing
Sub -Category:
Roofing Tiles
Material:
Concrete
Deck Type:
Wood
1. SCOPE
This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof
Tile, as manufactured Boral Roofing LLC in Lake Wales, 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 Test
Product
Applicant Dimensions Specifications Description
Saxony 900 1= 17" TAS 112
Flat profile, interlocking, high -
w = 13"
pressure extruded concrete roof file
1-5/32" thick Slate
equipped with two nail holes. For
1-9/32" thick Shake &
direct deck or battened nail -on, mortar
Split Shake
set or adhesive set applications.
Trim Pieces Length: varies TAS -112
Accessory trim, boosted Barcelona,
Width: varies
concrete roof pieces for use at hips,
varying thickness
rakes, ridges and valley termiVtlIS•
manufactured for tack We
proov:
2.1 MANUFACTURING LOCATION
. • •: •.
2.1.1. Lake Wales, FL.
•
2.2 SUBMITTED EVIDENCE:
• • • • • • •
Test Agency Test Identifier
Test Name/Report: 46te .
Redland Technologies 7161-03
Static Uplift Testing. . . Dec. 1991
•.
Appendix III
09
TAS 102 & TAS 102(A) •110.0 •
The Center for Applied 94-084
Static Uplift Testing May 1994
Engineering, Inc.
TAS 101 (Mortar Set)
The Center for Applied 94-060A
Static Uplift Testing March, 1994
Engineering, Inc.
TAS 101 (Adhesive Set)
NOA No.: 12-0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 2 of 8
The Center for Applied
25-7183-6
Static Uplift Testing
Feb. 1995
Engineering, Inc.
TAS 102
(2 Quik -Drive Screws,
Direct Deck)
The Center for Applied
25-7183-5
Static Uplift Testing
Feb. 1995
Engineering, Inc.
TAS 102
(2 Quik -Drive Screws,
Battens)
The Center for Applied
25-7214-1
Static Uplift Testing
March, 1995
Engineering, Inc.
TAS 102
(1 Quik -Drive Screw, Direct
Deck)
The Center for Applied
25-7214-5
Static Uplift Testing
March, 1995
Engineering, Inc.
TAS 102
(1 Quik -Drive Screw,
Battens)
Redland Technologies
7161-03
Wind Tunnel Testing
Dec. 1991
Appendix H
TAS 108 (Nail -On)
Redland Technologies
Letter Dated Aug. 1,
Wind Tunnel Testing
Aug. 1994
1994
TAS 108 (Nail -On)
Redland Technologies
P0631-01
Wind Tunnel Testing
July 1994
TAS 108 (Mortar Set)
Redland Technologies
P0402
Withdrawal Resistance
Sept. 1993
Testing of screw vs. smooth
shank nails
The Center for Applied
Project No. 307025
Wind Driven Rain
Oct.1994.
Engineering, Inc.
Test #MDC -77
.
TAS 100 . 9 .
0900
�
999999
.
Atlanta Testing & Engineering,
R1.894
Physical Properties e::--:
� •
Augi lt�4r
•
*fee*:
Inc.
82.894
TAS 112 • • • 0 •
•
0000.
R3.894
000000
9 • 9
9
Celotex Corporation Testing
520109-1
9999
Static Uplift Testing. 9 9 9:
9 '99
Dec. J998
99990
9 9:9 9'
Service
520111-4
TAS 101 • • • 9
• •
Goo*:*
Celotex Corporation Testing
520191-1
Static Uplift Testing •
March 1 429
e
Service
TAS 101 0
9 • • • • •
• • •
Walker Engineering, Inc.
Evaluation
..
25-7094
' ebru4 :926
0000..
'
Calculations
0 • 0
Walker Engineering, Inc.
Evaluation
25-7496
April 1996
Calculations
Walker Engineering, Inc.
Evaluation
25-7584 December 1996
Calculations
25-7804b-8
25-7804-4 & 5
25-7848-6
NOA No.: 12-0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 3 of 8
Walker Engineering, Inc. Evaluation 25-7183 March 1995
Calculations
Walker Engineering, Inc. Evaluation Aerodynamic Multipliers January 2007
Calculations
Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999
System
Walker Engineering, Inc. Evaluation Restoring Moments Due to February 2007
Calculations Gravity
Nutting Engineers 130 TAS 112 January 2007
3. LEVIUATIONS
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 he 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 underlayments 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 litemturA . •
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall .t& in
compliance with the applicable Building Code. • • 0 0 •
0000..
0000..
000:0.
4. INSTALLATION •
4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its callV nentsshatPbe
installed in strict compliance with Roofing Application Standard RAS" 1: $,• UAS 1 M:
RAS 120.
4.2 Data For Attachment Calculations •
0000..
Table 1: Average Weight (W) and Dimensions (I x w) • • • • • :0:
Tile Profile
Weight W (Ibi)
Length -I (ft)
Width -w (ft)
Saxony 900
Slate, Shake & Split Shake
11.5
1.417
1.08
Table 2: Aerodynamic Multipliers - I (ft)
Tile
;L (ft)
(ft )
Profile
Batten Application
Direct Deck Application
Monierl-ifetile Saxony 900
0.289
0.313
Slate, Shake & Split Shake
NOA No.: 12-0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 4 of 8
0000..
0000..
0000..
0000.
0000.
0000..
0000..
00000•
Table 3: Restoring Moments due to Gravity - Mg (ft-lbf)
Tile
2":12"
3":12"
4":12"
5":12"
6":12"
7":12" or
Profile
38.1
17.2
1-10d Smooth or Screw Shank Nail
7.3
9.8
greater
Saxony
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
900
Deck
24.3
Deck
24.2
• • • •
Deck
1-10d Smooth or Screw Shank Nail
Eave Clip)
Deck
19A • •
' •
Deck
Deck
Slate,
7.16
8.12
7.08
8.03
6.97
7.91
6.82
7.74
6.65
7.55
6.46
7.34
Shake &
Split
Shake
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15132"
plywood)
Direct Deck
(min.19/32"
plywood)
Battens
Saxony 900
Slate, Shake &
2-10d Ring Shank Nails
30.9
38.1
17.2
1-10d Smooth or Screw Shank Nail
7.3
9.8
4.9
Split Shake
2-10d Smooth or Screw Shank Nails
14.0
18.8
7.4
1 .#8 Screw
30.8
30.8
18.2
2.#8 Screws
51.7
51.7
24.4
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
19A • •
' •
22t •
0-•
2-10d Smooth or Screw Shank Nails
Field Clip)
35.5
351 0
6606"
8
0
2-10d Smooth or Screw Shank Nails
Eave Clip)
31.9
31 •0.
0000
.=2'.
. ..
- 0000
Table 5: Attachment Resistance Expressed as a Moment Mf.(it lbi) .
for Two Patty Adhesive Set Systems
.00.00
Tile
Tile Application
MiniWym jkttac dngpt
Profile
Resistancb..0 ;
Monierl-ffetile Saxony 900
Adhesive
31.3
Slate, Shake & Split Shake
1 See manufactures com nent approval for installation requirements.
2 Dow Chemical TileBond Average weight per patty 13.9 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
NOA No.: 12-0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 5 of 8
0000..
0000..
.
0000..
0000.
0000.
0000..
0000..
0000..
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
MonierLifetile Saxony 900
Slate, Shake & Split Shake
Polyfoam Pol Pro""
118.9
Polyfoam Pol ProTm
40.4
3 Large paddy placement of 45 grams of Pol ft m.
Mortar Set
4 Medium paddy placement of 24 grams of Pol Prollw.
Slate, Shake & Split Shake
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Mortar Set Systems
Tile
Tile
Attachment
Profile
Application
Resistance
MonierLifetile Saxony 900
Mortar Set
43.9
Slate, Shake & Split Shake
5. Tile-Tite Roof Tile Mortar
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as
detailed below, or following statement: "Miami -Dade County Product Control Approve(r".
0000
. .
0000
.. .
0000.0
000000 0
0000.. •
..
. . . 0
0000 ..
00.00.0000
.. .. ..
LABEL FOR SAXONY 900 TILE (LAKE WALES F] =M�) , •
0
LOCATED UNDERNEATH TILE 0 • •
000..
.. . ...
.. .
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.
NOA No.: 12-0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 6 of 8
0000..
0000..
0000..
0000.
0000.
0000..
0000..
0000..
NAIL f
PROFILE DRAWING
WATERLOCK
SAXONY 900 CONCRETE ROOF DLE (SLATE MODEL)
'32 . (slate)
'32 . (shake)
z NJ
MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL)
NOA No.: 12=0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 7 of 8
.6..
. .
.00.
..0...
.6 .
. .
.
0000..
6
0000..
.
......
0000..
...66.
0000..
.
. .
0060
6 06
0000.
60.60.
60.9
60664
.. ..
00 6
6006.6
0000..
0..
0006*0
. .
MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL)
NOA No.: 12=0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 7 of 8
MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL
END OF THIS ACCEPTANCE
NOA No.: 12-0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 8 of 8
0000
6.6•
0.066.
. ...
.
..
• .
.
0000..
.•. ...
.
....•.
600.00
0000..
0000
• ••
0000•
6•e.e•
66.6
..6.•
• .
• . •
•
•.•66•
•
e
0.0.00
e • •
e.e6.6
06 0
NOA No.: 12-0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 8 of 8
WI�t4F1
i MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Polyglass USA Inc.
150 Lyon Drive
Fernley, NV 89408
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building.(;cAge
including the High Velocity Hurricane Zone of the Florida Building Code. 0 ' 0000 • 0000..
0000..
DESCRIPTION: Polyglass Polystick Underlayments • • • • • • • • • • • •
0000..
0000..
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logos c*I� state aiiSiotluwin4 • • •'
statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. •
0000. 0000 0000.
000000.. . 0000..
RENEWAL of this NOA shall be considered after a renewal application has been filed and 6rehas been ao change .'
in the applicable building code negatively affecting the performance of this product. 009660
.00000
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or Chade:$ A •
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. Tf any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This revises NOA #11-1229.01 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
APPROVED
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 1 of 8
ROOFING COMPONENT APPROVAL
Cateaory Roofing
Sub-Cateaorv: Underlayment
Material: SBS , APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass -
Manufacturing Location 61'x Y3-'/8" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and
roof file underlayment.
11 hO�IFDADE COUI�iTY
NOA No.: 12-0713.02
.. • Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 2 of 8
Test
Product
Product
Dimensions
Specification
Description
Polystick MTS
Roll:
TAS 103
A homogeneous, rubberized asphalt
underlayment
65'8" x 393}/8"
waterproofing membrane, glass fiber reinforced
Manufacturing Location
60 mils thick
with polyolefinic film on the upper surface for
#2
use as an underlayment for metal roofing, roof
rile, slate tiles and shingle underlayment.
Polystick IR -Xe
Roll:
TAS 103 and
A fine granular/sand top surface self -adhering,
underlayment
65' x 3'3-'/8"
ASTM D 1970
APP polymer modified, fiberglass reinforced,
Manufacturing Location
Or 65' x 3'
bituminous sheet material for use as an
#1 & #2
60 mils thick
underlayment in sloped roof assemblies.
Designed as an ice & rain shield and as a flat
roof tile underlayment.
Polystick TU
Roll:
TAS 103 and
A heavy granuled surface self adhering, APP
underlayment
32'10" x 3'3 3/8"
ASTM D 1970
polymer modified, fiberglass or poly;gq
Manufacturing Location•
100 mils thick
reinforced, bituminous.sheet materi'aJ fcr Use ase....
.
#1 & #2
an underlayment in sloped roof assemblies .
Designed
as a a roof tite f4derlaymtnt. • • • • • •
Polystick TU Plus
Roll:
TAS 103 and
A rubberized asphalt seff-*dhering,:g%ssI-.
underlayment
65' x 3'3}/8"
ASTM D 1970
�'
fiber/polyester reinforc�ec� �a�erpro%Vj .
(Surface Printing)
80 mils thick
: • : • •
membrane. Designed v.$ "dW rodUg aid roor� :
Manufacturing Location
• •
tile underlayment. ...... •
•
#1 & #2
. . . . ......
...,..
Polystick TU P
Roll:
TAS 103 and
. . ....
..
A rubberized asphalt waterproofing aftDrane, •
underlayment
32'10" x 3'3j/8"
ASTM D 1970
glass-fiber/polyester reinforced, with a granular
Manufacturing Location
130 mils thick
surface designed for use as a tile roof
#2
underlayment.
Polystick Tile Pro
Roll:
TAS 103 and
A rubberized asphalt self -adhering, glass -
Manufacturing Location
61' x 3'3j/8"
ASTM D 1970
fiber/polyester reinforced waterproofing
#2
60 mils thick
membrane. Designed as a metal roofing and roof
file underlayment.
Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass -
Manufacturing Location 61'x Y3-'/8" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and
roof file underlayment.
11 hO�IFDADE COUI�iTY
NOA No.: 12-0713.02
.. • Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 2 of 8
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick TU Max Roll: TAS 103 and A rubberized asphalt self -adhering, polyester
Manufacturing Location 65'8" x 31-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed
#2 60 mils thick as a a roof tile underlayment.
MANUFACTURING PLANTS:
1.Hazelton, PA
2.Winter Haven, FL
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Test Name/Report
Date
Exterior Research & Design, LLC
11756.04.01-1
TAS 103
04/27/01
11756.08.01-1
ASTM D 1970
08/14/01
02202.08.05
TAS 103
08/29/05
Trinity ERD
P5110.08.07
TAS 103
08/29/07
P10870.09.08 -R1
TAS 103
12/04/08
P10870.04.09
TAS 103/ASTM D4798 & G155
04/13/09
P33360.06.10
ASTM D1970
07/01/10
P33370.03.11
TAS 103
03/02/11
P33370.04.11
ASTM D 1623
04/26/11
P36900.09.11
TAS 103/ASTM D4798 & ri 155
.
'U j � •
�jQ�fll
P37300.10.11
TAS 110/ASTM D4798 & 151970:
a0/19/11
P40390. 08.12-1
TAS 103 & TAS 110•.....
:19=712
P40390.08.12-2
ASTM D 1623 000000
08/97/12
P40390.10.12
ASTM D 1970 ."".
UW03412
PRI Asphalt Technologies
PR101 I I I
ASTM D 4977
'04/b$/02
PUSA-005-02-01
ASTM D 4977
-0.1781t02
PUSA-018-02-01
ASTM D 2523 ......
07/14/03
PUSA-035-02-01
TAS 103
-09/20/06
PUSA-033-02-01
ASTM D 1970 •
0MIY06
PUSA-055-02-02
� •
TAS 103
.P2/:U:07
PUSA-083-02-01
TAS 103
116/30708
PUSA-089-02-01
TAS 103/ASTM D4798 & G155
07/06/09
Momentum Technologies, Inc.
JX20117A
TAS 103/ASTM D4798 & G155
04/01/08
RX14E8A
TAS 103/ASTM D4798 & G155
11/09/09
DX23D8B
TAS 103/ASTM D4798 & G155
02/18/10
DX23D8A
TAS 103/ASTM D4798 & G155
02/18/10
APPROVED
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1: Wood, non -insulated
Base Sheet: One or more plies of ASTM D 226 Type ll 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 cave, 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-%2" 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 L%g4uct
Control Notice of Acceptance. *so*** 9066
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. Ti10 fldshing:4p% $ball be •,
pressed in place and formed around the protrusion to ensure a tight fit. A second 1$1�! B!Polyltick shallbe"""
applied over the underlayment. ....
.... . .. .....
...... .... .....
.. .. .. . ......
. . . . ......
NOA No.: 12-0713.02
couNn Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 4 of 8
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles,
non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick 1R -Xe, TU, and TU
P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in
roof tile systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of
irregularities.
5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof
membrane as a recover system.
6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of
days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times; not to exceed the preceeding maximum time limitations.
Exposure Limitations (days)
MTS IR -Xe TU TU Plus TU P life Pro Dual Pro TU Max
Winter Haven, FL. 180 180 180 1 180 180 180 180 90
Hazelton PA. N/A 30 30 1 180 N/A N/A N/A N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9N-3 of the Florida Administrative Code.
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof file
manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used mboth
adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and4)ual•Pro are limited to
mechanically fastened roof file applications. Polystick MTS is limited to mechanicaliY fattened "t .+.atte
roof tile applications. Polystick TU P may be used in both adhesive set and mechanIMIJ Usten8d roof tile
applications with the exception of mortar set tile applications. 0::::* • • •
9. The maximum roof slope for use as roof tile underlayment for (direct to -deck) tile asmmblies shalt be as
follows: (See Table Below) so:**: . • • ; • •
•• •• •• •
ns •
Tile Profile
Polystick MTS
Polystick IR -Xe
Polystick TU, ff P, •
• Polystick TU
Plus, TU P, Tile
;.1 .
Pro : .•.
••
. • •••
Flat Tile
Prohibited without
5:12
No limitation
No 1!iAtation
battens
Profiled Tile
Prohibited without
Prohibited
No limitation
No limitation
battens
The above slope limitations can be exceeded only by using battens and counter battens in accordance with the
Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens
are required for both loading and installation of tiles at all times.
NOA No.: 12-0713.02
�aAru APPROVEDI coin tr Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 5 of 8
GENERAL. LIMITATIONS: (CONTINUED)
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all
underlayments except Polystick MTS which shall be loaded onto battens.
W
l
EL
0
ra
na
i -- I rig 11
IDot UecK prepares wim
P0LWRCK7U Rus
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product
with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and
Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR Xe,
TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of
Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is not listed, a
request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control
Department for approval provided that appropriate documentation is provided to detail compati�ilhr4the
products, wind uplift resistance, and fire testing results. •' • '"' "•' `
..•... . 0000•0
LABELING: ...: •. . •
1. All membranes or packaging shall bear the imprint or identifiable marking of the manUa•�oturer'snamc .or logo, '
city and state of manufacturing facility and the following statement: "Miami Daae• ggilnty Prg4iict Contr•
o): • .'
Approved" or the Miami -Dade County Product Control Seal as shown below. • • `• •' *00 • 000900
•
0000•• • •
haM74�1dE COUNTY • • •
�,,,• D • • • • 0.000•
0000••
• • • • •
BUILDING PERMIT REQUIREMENTS: • *0V 0
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly evaluate
the installation of this materials.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 6 of 8
POLYGLASS GENERAL APPLICATION Guimu ES 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, 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 file 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 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6'/x"/12", precautions
should be taken, such as the use of battens to prevent file sliding during the loading process.
7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight Q8) Hours.
8. Polystick membranes may not be used in any exposed application such as crickets, fxpgs+%d valley*,•vr • • • • • +
exposed roof to wall details. • • •
...... ......
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplvr.Z.&mium Modified,
Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG590 MB Fleshing
Cement to the area in need of repair, followed by a patch of the Polystick material .ofikke find &W & set • • • • •
and hand rolled in place over the area needing such repair. Patching membrane shall 'q 81ainin7gfii :J1F.6 oboes
•
inches in either direction. The repair should be installed in such a way so that wate* wilt run paras �l to or
over the top of all laps of the patch. : •
. . 6 . ++6666
0006+•
10. All self -adhered membranes must be rolled to ensure full contact with approved su%str%ft. Polyglass ; • 6 • •
requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrMe. Vand 414?4are •
acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohigits
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 fiunished upon request by our Technical Services Department by calling 1 (800)
894-4563.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 7 of 8
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined
by the National Roofing Contractors Association (NRCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
0000
. . ••..
0000.0
..
•
0000..
0000.. .
0000..
°
0000..
0000 •0 .
• •
0000 • ••
00•..
•0.00a 00.0
0000.
so 00 so 0
• • •
•0000.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 8 of 9
Nlap►MEDDE)
MIAMI DARE COUNTY
r E7 --'l PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/pera
3M Company
3M Center Building 0220-05-E-06
St. Paul, MN. 55144-1000
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 described herein, and has been designed to comply with the Florida Building.Cb 8.
. . .... ......
including the High Velocity Hurricane Zone of the Florida Building Code. •
.... %
...... . ......
DESCRIPTION: 3Mrm 2 -Component Foam Roof Tile Adhesive AH -160
.... .. .
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, OI*AJate and folidwing .....
statement: "Miami Dade County Product Control Approved", unless otherwise noted herein.• •; • •; 680:06
• • • • •
.. .... . ......
RENEWAL of this NOA shall be considered after a renewal application has been filed andflWlas been nb 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 chatfgc,th Ole
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
APPROVED)
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
Speclflcatiows
3MTM 2 -Component Foam N/A TAS 101
Two component polyurethane foam adhesive
Roof Tile Adhesive AH -
160
Foam Dispenser RTF1000 N/A
Dispensing Equipment
ProPack® 30 & 100 N/A
0080
Dispensing Equipment 0000 • • • • • •
.... %
...... . ......
PRODUCTS MANUFACTURED BY OTHERS:
• • • : • • 0•
......
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NQQ,Vich list >Yoent ,
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 Test
Results
Density ASTM D 1622
1.6 lbs./ft.3
Compressive Strength ASTM D 1621
18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength ASTM D 1623
28 PSI Parallel to rise
Water Absorption ASTM D 2127
0.08 Lbs./Ftz
Moisture Vapor Transmission ASTM E 96
3.1 Perm / Inch
Dimensional Stability ASTM D 2126
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
Closed Cell Content ASTM D 2856
86%
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 2 of 7
Note: The physical properties listed above are presented as typical average values as determined
by accepted ASTM test methods and are subject to normal manufacturing variation.
EVIDENCE SUBMITTED:
Test Aaency
Test Identifier
Test Name/Reno rt
Date
Center for Applied Engineering
#94-060
TAS 101
04/08/94
257818 -IPA
TAS 101
12/16/96
25-7438-3
SSTD 11-93
10/25/95
25-7438-4
25-7438-7
SSTD 11-93
11/02/95
25-7492
SSTD 11-93
12/12/95
Miles Laboratories
NB -589-631
ASTM D 1623
02/01/94
Polymers Division
Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93
Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94
01-6739-062b[l] 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 0090
528454-10-1•
. .... ......
520109-1 TAS 101 . : 32/2898
520109-2V V*goo o o
...... ......
520109-3 •••'•• •
520109-6 '
520109-7 000
go
• "
..
520191-1 TAS 101 .. 91%2/29. •
......
520109-2-1 ...... . •
. . . . .... %
LIMITATIONS: .' . :....:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire iatdgl
2. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof file adhesive with their tile
assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
F —W
2
F'=
MS
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 3 of 7
INSTALLATION:
1. 3M1111 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 3M7111 2 -Component Foam Roof Tile Adhesive AH -160.
2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component
Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive
attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient
attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in
compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is
noted in the roof tile assembly NOA.
3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH -
160 Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M
Company shall supply a list of approved applicators to the authority having jurisdiction.
5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0
(B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No
other settings shall be approved.
6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or
ProPack® 30 & 100 dispensing equipment only. • • • •
. . 0000 0000..
7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permane3�tly'to sunlight. 0 .'
0000.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minuWafter 3M� 2-
000000 0
Component Foam Roof Tile Adhesive AH -160 has been dispensed.0000 .. 0 0 0 0 0 0
9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum pati -weigh sha;l by in 80:640
accordance with the Placement Details' herein. Each generic tile profile requires the Sl?$dit placgthbnt Doted •
herein. • • • •
00 00 00 0 000000
0000..
Table 1: Adhesive Placement For Each Generic Tile Profile, :00096
Tile Profile
Placement Detail
Single Paddy Weight
Min. (grams)
Twd Paddy WetglVf er
paddy Min. Q amsj
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
1
8
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 4 of 7
0000..
0000..
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
;4�� nff..6 I
WA
:0600:
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10112
JAPPROVEDI Page 5 of 7
•
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-Fio"05
;4�� nff..6 I
WA
:0600:
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10112
JAPPROVEDI Page 5 of 7
•
•
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
E9VOQOWe
FISO
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•6010•
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
Nail through pholc anent Faddy Nag through
° (tin tae) Ott
° (erlile)
_ J
i {
Sin. -- _ 0.e�in.x 3 in .
x31n.
undergo
ISngle paddy on 2 ln. 41M
Engle 4 in. 2 in.
i
ander paddyan
under
layment ° __ WIM"d
paddy
Eawscmm an top of go
Igla paddy hX 7 hb m dm Eo
i.
on top Of go size paddy C
Fascia cause only 100
END OF THIS ACCEPTANCE
Single paddy undergo
Single paddy tndueen fe
tin. x 7 k mmhnn
airo paddy ears
meanly
Waw
Eandume
`edp
• •
•• •
.
!�
i1
:000:0
000••
ma=r
000.•08
•
1
•600•0
.
• •
END OF THIS ACCEPTANCE
Single paddy undergo
Single paddy tndueen fe
tin. x 7 k mmhnn
airo paddy ears
meanly
Waw
Eandume
`edp
• •
•• •
.
••
:000:0
000••
•
000.•08
•
•0600•
•600•0
.
• •
0000
.• .
:900s:
• 6
• .
0000
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••6.•
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•• •
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•
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0 .
• .
•00.60
.00.0.
.
•• .
NOA No.: 12-0228.18
Expiration Date: 05/10/17
hnaHN�►uE eounmr
Approval Date: 05/10/12
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Page 7 of 7