RF-15-565Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-230312 Permit Number: RF -3-15-565
Scheduled Inspection Date: April 13, 2015 Permit Type: Roof
Inspector: Rodriguez, Jorge Inspection Type: Final Roof
Owner: EAST CONDOMINIUM INC, SHORES Work Classification: Repair Roof
nr A7A
Job Address: 9120 NE 8 Avenue BLDG G
Miami Shores, FL 33138-0000 Phone Number
Parcel Number 113206044001
Project: <NONE>
Contractor: QUINTERO GENERAL CONSTRUCTION Phone: (786)487-5738
Isuuaing uepartment comments
LEAKS ROOF TILES
INSPECTOR COMMENTS False
April 10, 2016 For Inspections please call: (305)762-4949 Page 7 of 25
Inspector Comments
Passed �W41_
Failed
Correction
Needed ❑
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
April 10, 2016 For Inspections please call: (305)762-4949 Page 7 of 25
CIVIL Reileh Engineering Corp.
(Consulting Engineer)
2370 S.W. 123 Avenue
Miami, Florida 33175-1174
Tel: 305-823-8008 / 305-397-6414
ENGINEER Fax: 305-823-3300 / 305-884-8834
Website: www.m4ehengineering.com
April 9, 2015
Quintero General Contractor
Miami, Florida
Project: 'ROOF TILE UPLIFT TEST REPORT
Building G Repair
9120 Northeast 8 Avenue
Miami, Florida
Information provided by client:
Permit Number: Not Provided
Date Completion: April 7, 2015
Roofing Contractor: Quintero General Contractor
Project Number: 15-0308
(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 concrete/clay 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 (l) 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 far 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
Mo,'iamad Sonny Salleh, P.E.49014
Project Manager
TILE UPLWr TEST
Building G Repair
9120 Northeast 8 Avenue
Miami, Florida
Reileh Engineering Corporation — Project Number - 15-0308 — Page 2 of 3
Report of
TILE UPLIFT TEST
for
Building G Repair
9120 Northeast 8 Avenue
Miami, Florida
Project Number: 15-0308
Test 1-4 Perimeter, 5 Field
Reileh Engineering Corporation -- Project Number - 15-0308 — Page 3 of 3
a
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Prolect Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Parcel Number Applicant
9120 NE 8 Avenue Number: BLDG G 113206044001
SHORES PLAZA EAST CONDON
Miami Shores, FL 33138-0000 Block: Lot:
Owner Information Address Phone Cell
SHORES PLAZA EAST CONDOMINIUM 621 NE 92 Street
- FL
Contractor(s) Phone Cell Phone
QUINTERO GENERAL CONSTRUCTIC (786)487-5738
of Work: Repair
onal Info: LEAKS ROOF TILES
ification: Residential
ling: 3
Fees Due
Amount
CCF
$1.80
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.60
Permit Fee - Repairs
$100.00
Scanning Fee
$9.00
Technology Fee
$2.40
Total:
$117.80
Valuation: $ 2,150.00
Total Sq Feet: 150
Pay Date Pay Type Amt Paid Amt Due
Invoice # RF -3-15-54803
03/16/2015 Credit Card $ 50.00 $ 67.80
03/26/2015 Credit Card $ 67.80 $ 0.00
Available Inspections:
Inspection Type:
Roof Repair
Final Roof
Review Roof
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: 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. Futhermore, I authorize the above-named cgastor to do the work stated.
March 26, 2015
Authorized Signature: Owner / Applicant /, Contractor / Agent
Building Department Copy
March 26, 2015 1
Invoice
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
Phone: (305)795-2204 Fax: (305)756-8972
31 o�2c� 1�
Miami Shores VillageTV"FED
- E
E
Building Department MAR 166 -0115
10050 NAW Avenueami
Ted: (305) 795MW : (305) 756.9972
7S6 Haida 33131 By
INSPECTION'S PHONE NUMBER: ON) 762.4949
BUILDING
PERMIT APPLICATION
Permit No.
Master Permit No.
FSC ZO 24D
Permit ippe: BUILDING
ROOFING
,1013ADDRM:
OF Co
Is the Butldtng M torf"y Designated: Yes
--------------
OWNER: Name
chr._%-I
Tens OAM Nf
Prue �
S' le Tideholder�.
TC S
CONTRACTOR; Company Name: C
Ad&= _2S D t >/.z
chr. le.,
QieaHfwName:
P,
fct
—Stm• FL r:33�3g
nntaST • h C.T Phoma'
Jr.) 0/13
State C'adfiicadon orRegiumtjon #: fit= /37_-.7�- "USMW.
7 9 mom,
Contacth ��d ��� S �3 J3 Cetifit�te of CQ #�.
. � Address: Q
ArCi�ectlBngineer.
Phon#:
Vahte of Work for this Permik � _ Z, / S � .
Type of Work OAddidon �dear.�'ootage et Wow
/ OAIteaation '. _` Mew k.110,
oaa
Dwr**n of Word , eifi�s ;� n /inn ._ ..
VA
n
�"olo� thru
_ �t#•4N#•RF�4rakM�h*#Et##*#�#*p��k+�M#���+k*�M#��R####*##k�lak#�t*«t
Sabn*W Fee S. Permit Fee $
CCF $_ MCC $.
Scehing Fie $ Radon Fee $ bBP$ $
Notary $ Btu $ '
Fee $ --_.._ Tftftotogy Fee $
Doable Fee $ St
' ructural Review $---_._...�. ,
TOTAL FEE NOW DUE S
Bondtog Company's Name (if applicable)
Bonding Company's Address
City
State zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
State
�P—
Application is hereby made to obtain a permit to do the work and installations as indicated. I comfy that no work or installation has
commenced prior to the issuance of a permit and that all work will be perforned 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, KJRNAt ,S, B01143RS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliarm with all ..
applicable laws regulating construction and zonink.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
DDROVEMENTS TO YOUR PROPERTY. IF YOV IN`T'END TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMNMENCEMENT. "
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the appliewu 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 atlachrnent. Also, a certified copy of the recorded notice of comrneacanent 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 c ged.
Signature
Signatare
or Agent Contractor
The fore o' t3
g mg instrut4 was a An before me this The foregoing instrument was acknowledged befim Me this '3
day of "tea 20 i by K �N�A L c � - daY of � 20 S by rb6-rZK, Lc'� (_W p A
o is known to tree who has pindaced_,_ who "-erson-AUy kaown�ii or who has
prod
As ideahfiication and who did take an oaft as idaMcadcm and 46 did take n o ih.
NOTARY PUBLIC: NOTARY PUBLIC: :,���`` \ eI I I
/'%
Sign:
?"IV Cmission Fkpires:
APPROVED BY
M
Nary Pubk Stft d R j16
Osdk M 2araMa
MY Canm"ion EE152M
Plans EpumStructural Review
(Revised 3/12/2012)(Revised o7/1ow)a wvkw 06n0tM)Xrvised 3/15109)
Sign:
Print:
My(C
r�uana�
Zoning
Cleak
Miami shores Village
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 Exem
s.
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:
1. 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;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. 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 an affidavit 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.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature:
Owner
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this W44d day of 20 1S .
�Z 404-6__
By C� ?4k who is personally known to me or has produced
as identification.
Notary: a MARIJAIR RAVEL®
o Notary F u � C, a fortt]EfEi
,.sEA�::aQ Commission#EEM076
SEAL: '�oFFl.�e My Commission ExpM May. 06, 2015
?`ie s�imred P&P Ludt eoawowtatu`x %ra,
745 North East 91st Street
Miami Shores, FL 33138
305-759-9069 / FAX 305-759-2101
E-MAIL spe 123@attnet
March 12, 2015
Miami Shores Village
Building Dept.
10050 NE 2nd Avenue
Miami Shores, FL 33138
Dear Sir / Madam:
This letter will serve as your confirmation that "Quintero General Contractor
Corp." has been contracted by the Board of Directors of the Shores Plaza
East Condominium Association to perform roof /valley repairs at building
9120 NE 8ffi Avenue.
Should you have any questions regarding the enclosed, please feel free to
contact the condominium office.
Sincerely yours,
Roert Gonzalez
President
cc: file
ff {{jti �if(i(��1
Qtly InCO
General Contractor
Quintero General Contractor Corp.
LIC # CGC 1515292 -CCC 1329992 Bernardo Quintero
8801 NW 112 TERR. Hialeah Gardens, FL 33018
Phone 786.487.5738 Fax 305.362.5966
Email; ggcontractor@yahoo.com
I Bernardo Quintero qualify that Quintero General
Contractor is the only person allowed to work for
this project.
5-T,/A t ZIA-U 4i92
Bernardo Quintero
f �1e I -or
/� op:� , 41e Ass —
y l/
huL-2-jv��, GU'r ��a � � /P117 i� i
y
KA10W A--'7'�
xx%I II I M I I J11
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s v
MP�r�® ®res Villa
ACS 09 ® BY
Z0114ING DEPT
DATE
�L_0(G DEPT
F
if
?,q CT TO COIIApLIANCE WITH ALL FEDERAL
Ani --
��� HURRICANE ZONES
F,
'y Sq Din
2010
b
4catim Fin J)u, 771 8W015
Section A (General Informer
Master Permit No. Process No. X115— 5(os
Contractor's Name 1�-elW4-AoAZ
Job Address glv;'d /j"r W�Z'Vew&-e
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile I%MortadAdheeive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof ❑ Reroofing ❑ Recovering P'Repalr ❑ Maintenance
ROOF SYSTEM INFORMATION 0600
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ...... ' .. • .:
Section B (Roof Plan) •••••• ••••
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuop rb, overflW '
scuppers and overflow drains. Include dimensions of sections and:106r4 clearly
identify dimensions of elevated pressure zones and location of pam :...;.
-� .-r •• • •••
onin Fi nQ/nA at Q1 rwu&- nAnc ftea ma"". a
rida Building Code Edition 2007
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer: / —W4/1 �,,J c4et, 11'(0
Notice of Acceptance Number. ®2-- O W 0 Z
Minimum Design WWnd Pressures, If Applicable (From RAS 127 or Calculations):
Maximum Design Pressure 79From the NOA Specific System):
ethos of the attachment:3 �' G �y �,.•'� l/'�•o���
Steep Sloped hoof Ststem DeScriDtion . .;;;;.
...... ....
Deck
Type: /- v. -/®OJ ......
0 000006
Roof Slope:
3 :12
Ridge Ventilation?
e ^�
Ba er:
I
Mean Roof Helght: 20 — ® `r
123_01-48 12/09 PAGE 4
ar Type & Spacing:
Cap Sheet:
k-04., Pd 160 wed'
6Cap Shue � 9a
4
OOf�.oV®Ifng: /�W&V71
Type & Size Drip
age: . 3`k 3`e:�A
S
Florida Building Code Edition 2W7
High Velocity Hurricane Zone Uniform Permit Application Foran
Section E [Tile Calculations)
For Moment based tle systems, choose after Methal 1 or 2. Compared the values
for M,wlth the values from MP Mthe mrvalues are greater than or equal to the Mr
values, for each area of the roof, then the tale attachment method is acceptable.
Method 1 "Moment Bared Tile Calculations Per RAS 127'
(Pi - : A &0 � I : c 1 . Y3 NOA r*
-Mg..
S- 5& = NOA Mt 4-7.6
iPa: -Mg: 100.4 zA a� ". NOA Nit
Method 2 "Simplff ed Tile Calculation Per Table Below"
Required Moment of Resistance (1V$,) From Table Below NOA Mt • 6�
'Must be used in conjunction with a list of moment based We systems endorsed' Dy the . • ;
Broward County Board of Rules and Appeals. • • • • • • • • • •
For Uplift based We systems use Method 3. Compared the values for F; VO tae ; ...:.
values for F,. N the F' values are greater than or equal to the Fr values, !bt'dwb
area -of the root, then the ale attachment method is acceptable. 06:06: 000: •
•• .. •• •
Methal 3 "UPli t Based Tile Calculations Per RAS 127r .
FI: g NOQF' ••••••
(Py: Zl• Y w:__,)—W: aCosO. = Fes:'AO . goo
(P3:al: a w*=__J-w: aedsG. = Fa: NOAF '••' :
I Za_U1-4U IZ/UU F'AUE5
AAS Required Moment Resistance*
on
Roof Slope
IV 20' 2S
30•
W
1
Sri .2
SLT
&12
34A 31LO
---- 57 -X -
30A 32.2 3U,37.3
&12
MA A
34
*12
A 28. A_
$
7: f2F
24A 25S 27.1
25.2�
'Must be used in conjunction with a list of moment based We systems endorsed' Dy the . • ;
Broward County Board of Rules and Appeals. • • • • • • • • • •
For Uplift based We systems use Method 3. Compared the values for F; VO tae ; ...:.
values for F,. N the F' values are greater than or equal to the Fr values, !bt'dwb
area -of the root, then the ale attachment method is acceptable. 06:06: 000: •
•• .. •• •
Methal 3 "UPli t Based Tile Calculations Per RAS 127r .
FI: g NOQF' ••••••
(Py: Zl• Y w:__,)—W: aCosO. = Fes:'AO . goo
(P3:al: a w*=__J-w: aedsG. = Fa: NOAF '••' :
I Za_U1-4U IZ/UU F'AUE5
MI A►M1` }
l MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMU NG, 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
Lamoti Roof Tile, Inc.
1390 NW 29 Street
Miami, FL. 33142
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. • • • •
• • 0000 0000••
DESCRIPTION: Barrel High Profile Concrete Tile '•.' e •
0000•• •• •• 0000••
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo., ;ate and IbRowing,,,,;
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.00•
0000..
0000 . 04.60
RENEWAL of this NOA shall be considered after a renewal application has been filed an4 t;p�&*has ben aoochange,,,,,
in the applicable building code negatively affecting the performance of this product. 0000.. •'
• • • • ease:.
TERMINATION of this NOA will occur after the expiration date or if there has been a r si s or ch9i a 1n the
xP � Q . g 0000..
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enddKemtnt of4y''#tduct,' '
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply wi 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# 06-1214.07 and consists of pages 1 through S.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0207.02
Expiration Date: 03/14/17
Approval Date: 05/31/12
Page 1 of 5
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: High Profile Roofing Tiles
Material: Concrete
1. SCOPE
This renews a roofing system using Lamoti Barrel High Profile Concrete Tile, as manufactured by Lamoti Roof
Tile, described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code.
For the 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 attachement calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Barrel Concrete Tile Length : 18" TAS 112 High profile, two piece, concrete roof tile. For
Width: 8 %" direct deck, adhesive set applications only.
Thickness: 1/z"
Trim Pieces
I = varies
w = varies
varying thickness
2. 1 PRODUCT DESCRIPTION
1. Miami, FL.
2.2 SUBMITTED EVIDENCE:
Test Agency
IBA Consultants, Inc.
American Test Labs of South
Florida
TAS 112
Test Identifier
2358-54
RT0511.02-12
Accessory trim, concrete roof pieces for use at hips,
rakes, ridges and valley termination* •''.
. 0000 0000..
Manufactured for each Ile profile. • • •
.
999.9. .. .. 0000..
0000..
0000..
0000
. .0000.
0000 . 0000.
.9..0. 90.9 909..
.. .. 99 9 0000..
990..0 9
Test Nam0 : 0000 wt ... 9 : •
TAS -101 : 0 05/08/07:• •.9:
TAS -112 * •05/16/12
NOA No.: 12-0207.02
Expiration Date: 03/14/17
Approval Date: 05/31/12
Page 2 of 5
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code
Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofmg 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.
3.7 May be installed on slopes 2":12" to 7":12"
4. INSTALLATION
4.1 Lamoti `Barrel high Profile Concrete Tile' and its components shall be installed in strict compliance with
Roofing Application Standard RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w)
Tile Profile
Weight -W (lbf)
Length-1(ft) : �.
Wita T nee':
Barrel High Profile Concrete Tile
8.1
1.50
d72 ...
0000..
Osseo.
Table 2: Aerodynamic Multipliers - X (fts) .""• :•••:•
0000 0
Tile
%1. (ft)
0 0. 0 0. X( `.. 000
1.00.
Profile
Batten Application
Difeff Deck Aoplibat
1 Paddy placement of 37 grams of Polypro AH 160Tm for pan the 17.5 grams on each side for cap tiles.
7"•12"
000 •.
• •'
Barrel High Profile Concrete Tile
N/A
.
: 0.23
.
0000.
Table 6: Attachment Resistance Expressed as a Moment - Mi (ft-lbf)
for Single Patty Adhesive Set Systems
Table 3: Restoring Moments due to Gravity - Mg (ft-lbf)".'
000 '
.. .
Tile
2":12" 3":12" 4":12" 5":12" 6":12"
Greater than
Profile
1 Paddy placement of 37 grams of Polypro AH 160Tm for pan the 17.5 grams on each side for cap tiles.
7"•12"
Barrel High
Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck
Direct Deck
Profile
5.66 5.56 5.43 5.25 5.01
4.72
Concrete
Tile
Table 6: Attachment Resistance Expressed as a Moment - Mi (ft-lbf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
I Resistance
Barrel High Profile Concrete Tile
Polyfoam Polypro AH 1607°°
1 77.87
1 Paddy placement of 37 grams of Polypro AH 160Tm for pan the 17.5 grams on each side for cap tiles.
NOA No.: 12-0207.02
Expiration Date: 03/14/17
Approval Date: 05/31/12
Page 3 of 5
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail
Below), or following statement: "Miami -Dade County Product Control Approved".
LRT
LAMOTI BARREL CONCRETE TILE LABEL
(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 the Building Official or applicable building code in order to
properly evaluate the installation of this system.
NOA No.: 12-0207.02
Expiration Date: 03/14/17
Approval Date: 05/31/12
Page 4 of 5
e •
0000
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NOA No.: 12-0207.02
Expiration Date: 03/14/17
Approval Date: 05/31/12
Page 4 of 5
0
APPROVED
PROFILE DRAWINGS
ji
I I
I � I
I 1
I I
I I
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I I
I 1
I �BO,OCKS I
I 1
I I
t I
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LAMOTI ROOF TILE "BARREL CONCRETE TILE"
END OF THIS ACCEPTANCE
r1i
18"
NOA No.: 12-0207.02
Expiration Date: 03/14/17
Approval Date: 05/31/12
Page 5 of 5
.
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NOA No.: 12-0207.02
Expiration Date: 03/14/17
Approval Date: 05/31/12
Page 5 of 5
COUNTY;
MIAMI -DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) wvnv.miamidade.gov/economy
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 RER Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code. • • • •
. . 0000 0000..
DESCRIPTION: 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 ' '
0000.. .. .. 0000..
0000..
0000..
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logd; City, stat@ llowlhg •
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
0000.. 0000 0000.
RENEWAL of this NOA shall be considered after a renewal application has been filed agc�lj9rp has beeq no change
in the applicable building code negatively affecting the performance of this product. ' : 00000:.
.0080.
TERMINATION of this NOA will occur after the expiration date or if there has been a revinon o� cbpge in & •
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any prdduct, 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 NOA revises NOA 12-0228.18 and consists of pages 1 through 11.
The submitted documentation was reviewed by Juan E. Collao, R.A.
�—� NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
C)01 Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof file adhesive
Materials: Polyurethane
SCOPE:
This approves 3Mrm 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
Roof Tile Adhesive AH -
160
Foam Dispenser RTF 1000 N/A
ProPack® 30 & 100 N/A
TAS 101 Two component polyurethane foam adhesive
Dispensing Equipment
Dispensing Equipment a *soon
• .•••
PRODUCTS MANUFACTURED BY OTHERS: 6 • e • • •` • • • on
•
00.0.0 •
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NQ&,which list mgment
resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile ar"b,?e. : 6 e • • •
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Pro Test
Density ASTM D 1622
Compressive Strength ASTM D 1621
Tensile Strength
ASTM D 1623
Water Absorption
ASTM D 2127
Moisture Vapor Transmission
ASTM E 96
Dimensional Stability
ASTM D 2126
Closed Cell Content ASTM D 2856
0000•• 0000
0000•• •
.000.0
•
00 •
Results
1.61bs./ft.3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 LbsJFf
3.1 Penn/ inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @I 58F., 100% Humidity, 2
weeks
86%
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.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 2 of 11
EVIDENCE SUBMITTED:
Test Aaency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
Test Identifier
#94-060
257818 -IPA
25-7438-3
25-7438-4
25-7438-7
25-7492
NB -589-631
9637-92
01-6743-011
01-6739-062b[1]
7050.02.96-1
P36700.04.12
P39740.02.12
528454-2-1
528454-9-1
528454-10-1
520109-1
520109-2
520109-3
520109-6
520109-7
520191-1
520109-2-1
Test Name/Revort
TAS 101
TAS 101
SSTD 11-93
SSTD 11-93
SSTD 11-93
ASTM D 1623
ASTM E 108
ASTM E 108
ASTM E 84
TAS 114
ASTM D 1623
TAS 101
TAS 123
TAS 101
•
TAS 101
0.00••
•
••Gee•
TAS 101
GG.GGe
Date
04/08/94
12/16/96
10/25/95
11/02/95
12/12/95
02/01/94
04/30/93
11/16/94
01/16/95
03/14/96
04/18/12
02/21/12
lVaV98
• •
0000
19.648
•
sees
00 •
03/42/99
•
0000••
•
LIMITATIONS: • • e • : •
•• •
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the
Miami Dade County Product Control Seal as shown below.
*Goes*
•00e•
•••G•
s••oe•
G0e••0
• •
3. 3M'm 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles.
4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
5. Roof Tile manufactures acquiring acceptance for the use of 3M7 2 -Component Foam Roof Tile Adhesive AH -
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101.
6. 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.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 3 of 11
INSTALLATION:
1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof file assembly having a current
NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160.
2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component
Application section and the corresponding Placement Details noted herein. The roof file 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)•
6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or
ProPack® 30 & 100 dispensing equipment only.
7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight.
.•••
& Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes alley 3MN; �Iff• •
......
Component Foam Roof Tile Adhesive AH -160 has been dispensed. ' so 0
•' : f.•
+'
9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patt *491�t shalMe in
accordance with the 'Placement Details' herein. Each generic file profile requires the sU%iVc placimenl noted :0000:
herein.• 00000
•
....
.....
•••••• ••••
•••••
a
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Minimum Paddy Gram
Area
Weight
Eave Course - Flat, Low, High
Profiles
All Eave Course
17-23 sq. inches
45-65
Flat, Low, High Profiles
# 1
17-23 sq. inches
45-65
Flat Profile
#2
10-12 sq. inches
30
Low Profile
#2
12-14 sq. inches
30
High Profile
#2
17-19 sq. inches
30
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches at
12 grams per paddy
head of tile 9-11 sq. inches at
overlap
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal
17 grams per bead
edge) 20-25 sq. inches each
bead
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
34 grams under pan
LABELING:
All 3NC 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed
herein.
0000
BUILDING PERMIT REQUIREMENTS: • • • • • •
As required by the Building Official or applicable building code in order to properly evaluate tyle idstallatl8nof4his
system. 000:00 *0 0
':00*00 0
000000 0
0000
0000
0000..
00 00
:00:0:
0000..
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NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
Nail through plastic cement Paddy (Beneath Tile)
(when required)
Underlayment
1�\
101
Battens optional
Eave Course
t01n.
4in Fascia
Eave closure
Nail through plastic cement
(when required)
10In. x\
21n.widB
Battens optional
(Beneath Tile)
Eave Closure
Fascia
Nail through plastic c
(when required)
Paddy (Beneath Tile)
UI nderlayment
101n.x
2 In. wide
Battens o
-
optional
1� Eave Course
Fascia
Weephole
10 in. 21
Eave closure
Drip edge
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm) — 23 (148.4 cm) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm) — 23 (148.4 cm) square inch adhesive
contact with the underside of the tile.....
. . .... ......
...... .... ......
•
High Profile / Single Pan TVe• • • ' • • • • • • • • •
• • • • •
-• •• •• • ••••••
1. Starting at the eave coune,.Wly a minimum 2" • •
(50.8 mm) x 10" (25415m)rx : " (25.4 mgt) foa1T, ... ; .
paddy onto the underlayment ositiened 19 shone •
under the pan portion of -the ' e clo ;ost to rhe •
overlock of the tile being set. • • •
2. Continue in same manner. Insure approximately 17
(109.7 cm) — 23 (148.4 cm) square inch adhesive
contact with the underside of the tile.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
Nail through plastic cement Paddy (Beneath Tile)
(when required)
UI nderlayment °
Battens optional -
Sava course
Fascia
'f2 in
Eave closure
Nail through plastic cement
(when required)
Paddy (Beneath rile)
Underlayment .�
7 in
!`2 in.
Battens optional
101n. -�' 21n.
Eave Closure
Eave Course Fascia
FlatlLow Profile Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlock of
the tile being set. Insure approximately 17 (109.7 cm2)
— 23 (148.4 cm) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm2) -12 (77.4 cm) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the ov%rleekpf the
tile being set. Insure apprilkinitely 17 (!09'7 cm) •—• • •; •
23 (148.4 cm) square inch adhelive contact with the • •
...... .. .. ......
underside of the tile. •
2. At the second course, app!} g,t�imu1112•('90.8mr�. • •
x 7" (177.8 mm) x l" (25.Ae,) foam����33'' onto tip .. •
underlayment positioned wshvwn under thepan • • • • • •
portion of the tile closest p dr§verlock of the tile •
being set. 0:...:. • • • • • •
3. Continue in same manner. Insure apprexlpaely 12
(77.4 cm2) -14 (90.3 cm) square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
Nail through plastic ce
(when required)
Paddy (Beneath Tile)
Underlayment ,
o
lin.
2i
2 m.
Battens optional
Save course -'
Fascia
Weephole
loin. 21n
Eave closure
Drip edge
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm) —
23 (148.4 cm) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 17"
(109.7 cm) -19 (122.6 cm) square inch adhesive
contact with the underside of the tile.
0000
. . 0000 0000..
0000.. 0000 0000..
0000..
0000..
0000
0000..
0000 . 0000.
0000.. 0000 0000.
.. .. .. . 0000..
:60:0: 00
. 0 . 0 000000
0000..
0 . 000060
•0 . 0 000 0 0
00 0
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
cement Paddy Metween tilts)
(when
Butensoptwnal
�
.�
� Paddy inndur tgta
Unsle pa" P
`
on top of tie
a1sin.
-
s:rgk paddy
on vrdedaymeat
2 = a in.
2 Frim
Esse Closure
FlatlLow Profile Tile
Nag through plastic cement Single paddy under tie
(wirerequired)
�`- paddy (between tits(
Battens p.ady t+nde tie)
optional
` �`'• ��`-'fir `_r►
' � Of
�! :4 m. ` 5► :aid r,
underhymen
d`'`+ �yoin. tin
Ease Course ' ` ti i ` Fascia
Meditnn ProflieTfle
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the overlock of the tile being set. Leave
approximately 4" (10 1.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 int (109.7-148.4 cm) of
adhesive contact with the underside of the tile
2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4
mm) foam paddy onto the underlayment just below
the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
pan portion of the tile, closest to the underlock for
the second course tile to be installed. Insure
approximately 8-9 int (51.6-58.1 cm2) of adhesive
contact with the underside of the tile.
(Instructions continued on next page)
oboe
0•
. . 0000 eae••6
•e • a0
•
6 . • .
.00000 as ae
000098 00000
.
0000..
ease • •
• 0 0000••
0000 • bee••
60.60• •ebb 6.000
.0 •• .. • 0000•.
006.6. •
• . •
:000:0 000000
• • • :*a**:
• 6
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Paddyjbaweimtftj
�Paddyfmdutft)
easurae
4asftu
2x31[
Ewe COMMS- .
n
� Fasda
weq* le
` Fna dame
tom.2In. f'' wedge
High PmfdleT02
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x W
(19 mm) paddy on top of the cave course tile
surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile. Insure approximately
9 (58.1 cm) -11(71 cm) square inch adhesive
contact with the underside of the file at the overlap
and 7 (45.2 cm2) - 9 (58.1 cm) square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 10 of 11
r •
ssoG
ss••s•
•• ••
• •
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NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
TWO PIECE ]BARREL
1) Place enough adhesive to achieve 65 to 70 sq. In.
Steep pitch applications
In contact with the pan tile.
(when required)
2) Tum covers upside down. Place adhesive in
to 1 in.from outside edge of cover tile.
Then install the tile. Ensure 20 to
25 sq. in. contact area.
Underlayment
i
,^
Sheathing
Eave closure
(motar shown)
Optional
point -up Mortar
Weephole Fascia Board
on longitudinal
edgesof the
Remove top portion of the eave course cover tile. Abut to second course of
pan tiles. Ensure eave end of pan and cover ties are flush at eave line.
Two Piece Barrel - High Profile Tile
APPROVED
Two Piece Barrel (Cap and Pan) Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under two adjacent pan tiles. Support eave tiles
from rocking until adhesive has a chance to cure.
2. Continue in same manner bringing two pan courses
up toward the ridge. Insure approximately 65
(419.4 cm) — 70 (451.6 cm2) square inch adhesive
contact with the underside of the pan tile.
3. Turn covers upside down exposing the underside of
the tile. Apply a minimum 1" (25.4 mm) x 10" (254
mm) bead of adhesive directly on the inner edge of
each side of the cover tile. Leave approximately
3/4" (19 mm) to 1" (25.4 mm) from the outside
edge of the tile, inward, free of foam to allow for
expansion.
4. Turn cover tile over after foam is applied and place
onto pan tile course. Insure a minimum of 20 (129
cm) - 25 (161.3 cm) square inch contact area on
each side of the cover file to the pan Vie,,.Continue
in same manner. Trim gwayany cu&A"l?osed ......
foam adhesive. Pointin't ofelohgitudinal edges of •'
the cover tiles are consWer d•optionai. •: . •. •:.
5. When additional nailing'iSY@quired:2" JQ.8 nub) •
x 4" (101.6 mm) nailers or the tie wire system ":"•
taAA; steel, or eoppev wire ane•00 00'
using galvanized, s
assets
compatible nails may IV.4%4 . • •
•
•
. . . . ..•...
END OF THIS ACCEPTANCE
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
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