RF-10-758Inspection Number: INSP - 142067 Permit Number: RF -5 -10 -758
Scheduled Inspection Date: December 14, 2010
Inspector: Bruhn, Norman
Owner: CRUZ, ASUNCION C DE LA
Job Address: 934 NE 98 Street
Project: <NONE>
Contractor: QUALITY ROOFING INSDUSTRIES LLC
Building Department Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
December 13, 2010
Miami Shores, FL 33138-
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspector Comments
For Inspections please call: (305)762 -4949
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile
0 , j aimalt
Phone Number
cel Number 1132060143250
Phone: (305)681 -1421
Page 4 of 30
CIVIL
ENGINEER
December 9, 2010
Quality Roofing
Miami, Florida
Project:
Dear Sirs;
Reileh Engineering Corp.
(Consulting Engineer)
2370 S.W. 123 Avenue
Miami, Florida 33175 -1174
Tel : 305-823-8008
Fax: 305-823-3300
ROOF TILE UPLIFT TEST REPORT
Residential Home
934 Northeast 98 Street
Miami, Florida
Information provided by client:
Permit Number: Not Provided
Date Completion: December 3, 2010
Roofing Contractor: Quality Roofing
Project Number: 10 -1256
(Testing Laboratory Certificate #06- 0501.15)
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
ofthe bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof
systems.
The total ofthe 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 the used for this project was reported to be Entegra
Roof Tile. This tile was reported to have been foamed in place.
At the time of our inspection, the entire area ofthe 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 o roof le at the above;refereneed project
meets the test requirement outlined in the above`mentioned protocol. Attached pleasefxnd 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
TILE UPLIFT TEST
Residential Home
934 Northeast 98 Street
Miami, Florida
larrad Sonny Salleh, P.E.49014
Project Manager
Reileh Engineering Corporation -- Project Number - 10 -1256 — Page 2 of 5
Report of
TILE UPLIFT TEST
for
Residential Home
934 Northeast 98 Street
Miami, Florida
Project Number: 10 -1256
Test Number
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Test Load (lbi)
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Reileh Engineering Corporation -- Project Number - 10 -1256 — Page 3 of 5
Test Number
Test Load (lb f}
Test Status
, 24
35
Pass
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
Reileh Engineering Corporation -- Project Number - 10 -1256 — Page 4 of 5
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
Test Status
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Reileh Engineering Corporation -- Project Number - 10 -1256 — Page 5 of 5
57
64
69
62
68
66
65
61
0 kIt22 CAP 1P5T LOCATION
41
46
47
45
49
19
27
28
26
15
F 52 1
102
10-126
APPROX. P00f t51' LOCA110N5 AN17121M510N5
NOTICE OF COMMENCEMENT 1 11111111111 1111111111 11111 11111 11111 X1111111
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
�,. Space above reserved for use of recording office
rty and street/address: S I d em 1 a 1 L'777
Z.
. "1 a .
2. Description of improveme t:
•
3. Owner(s) name an • - dress:
Interest in property:
Name and address of fee simple titleholder.
4. Contractor's nam:, address and pho e number.
1.Le al description of pro
5. Surety: (Payment bond required by owner from contractor, if any)
Name, address and phone number.
Amount of bond $
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida Statutes,
Name, address and phone number.
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(4 Florida Statutes.
Name, address and phone number.
9. Expiration date of this Notice of Commencement:
(the expiration date is 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signature(s) of e er(s) or Owner(s)' Authorized
X Prepared By
Print Name
Title/Office
By
123.01 -52 PAGE 3 11/07
(SEAL)
VERIFICATION PURSUANT TO SECTION 92525, FLORIDA STATUTES
Under penalties of perjury, I declare that I have read the foregoing and
that the facts stated in it are true, to the best of my knowledge and belief.
cer/ irector/Partner/Manager ' ^ .
repared By Se ,.L pip
' af' ' .•. Name 52 n f' o f- 57'
itle/Office
STATE OF FLORIDA
COUNTY OF MIAMI -DADE 7 2r01-
The foregoing instrument was acknowledged before me this day of
By
❑ • ividually, or ❑ as for
Personally known, or ❑ produced the following type of identification:
Signature of Notary Public:
Print -Nam
1110r y :ndoz
•, M ,. n
►111O iTimittl ii11 RVI'
Signa re(s) of Owner(s) or .Owner(s)' Auth ed Officer/Director/Partner /Manager who signed above:
- F F COMITY OF DAB
I HEREBY CERTIFY Me this
5I it i c °Ip cu rr ®rd
WITNESS my 6t
HARVEY RU
By
CFN 2010R0339460
OR Bk 27291 F's 2869► Ups)
RECORDED 05/20/2010 10:55:54
HARVEY RUVINo CLERK. OF COURT
IIIAMI -DADE COUNTY, FLORIDA
LAST F'AGE
2010
BUILDING
PERMIT APPLICATION
FBC
Type of Work:
Describe Work:
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Permit Type (circle): Building � —7 �/
Owner's Name (Fee Simple Titleholder) _ J (CAI 1 C) /� U� la hone # ��"TS `y�
Owner's g Address 93 4/ / &. q
Cit / �" i l a /'1'? f Shores F/
Tenant/Lessee Name Phone #
g s
o ress w ere vYac is-- beingdeneT 34/ Ai
City Miami Shores Village
FOLIO / PARCEL #
Is_Builiiug Historically Designated YES NO K
County
Contractor's Company Name /
Contractor's Address 7 30 & l (.I d J 1a-9 a -- t-
cit `i yr 1 Cx. W . p State pic ri dc.4
r Zip 3l(?
4 _
Qualifier Name �� d / / ,F-. �i Phone # 5a 6 0/-ii/a_1
State Certificate or Registration No. CC C /3 g 9/ Certificate of Competency No.lecop ly (o ro 40,1,
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ 1 , (3 ® 0 Square / Linear Footage Of Work:
Addition DAlteration [New
Xi o V e h e
Zip
Miami -Dade
BY: ..! ................ .................
Permit No. R -1 0- 6
Master Permit No.
3/3F
Zip
G Phone #305 °
P Repair/Replace
3
l
** ** * **** **** **** * ************** ****** Fees **** :*go * * ** *+ x* ****
Submittal Fee ' C Permit Fee $ r ee6 CCF $ ��" CO/CC
Notary $ Q Trainin Fee $ 22 Technology Fee $ /O abei
Scanning $ d Radon $ d DPBR $ n Zoning $
Bond $ D Code Enforcement $ C Double Fee $ O
Structural Review. $ 0 Total Fee Now Due $
6a
See Reverse side —>
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no worlation 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 FT FCTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
Owner or Agen
The foregoing instrument was ackno
day of ,2010,by
who is personally known to me or
before is 6
As identification and who did take an oath. as identification, and who did take an oath.
YP
.sa
Notary Public State of Florida
Sabrina Hernandez
My Commission DD594904
Print:
My Commission Expires:
(Revised 07/10/07)
Contractor
The foregoing instrument was acknowledged before me this S
day of 20 t 0 by
produced who is personally known to me or who has produced
L�q PG0 Notary Public State of Florida
f., Sabrina Hernandez
a ° My Commission 00594904
(� ° or Fe Ex, ires 09/1 3/2010
4111 _ RY=
NOT
PUB
Si � �o ° @ �
0 . 0 I' Il,`
c O C 16 1 2'0 1 0
****************************** ****** *: x*************************** ******** *** ***** **a: *• z**********•x***********
Si `
Pri
My Commission Expires: O""I
2010
APPLICATION APPROVED BY: Plans Examiner
Engineer
Zoning
rot
Signature
M lami Shores Village
Building Department
ko -`ASS
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, Fl 33138
Re: Owner's Name: C i O' j C
Property Address: _9 3 1\I L= G X �}-
Roofing Permit Number. c ---1
Dear Building Official:
,
I(�'�c,ni c i j i CO u rren/ de lAGiae�fy that I am not required to retrofit the roof to wall connections of my
building because:
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.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC)
Print Name
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Date: (r),S - /2 -2010
State of Florida
County of Dade
The undersigned, being the first duly swom, deposes and says that he /she isxtheowner forte :above property mentioned.
Sworn to and subscribed before me this 1 +14 day of
mita rife of Flonda
sanr tic,n ,ndez
Notary Public, Sate of Florida at Large kflv Commission 00594904
U /20110` 4
• When the just valuation of the structure for purpose o ad valorem taxation is equal to or more than $300,000.00, and the blinding was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane M ation.
THE POLICIES OF INSURANCE USTED 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, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OISUCH
POUCIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
L
NSRD
TYPE OF R+AURANCE
POUCY NUMBER
CY EFFECTIVE
DA IYYYYI
pn�
DATE
DDATE f IDDIYYWI
WM
A
GENERAL
X
LIABMY
COMMERCIAL GENERAL UABILITY
NA X111601054069
4/20/2010
4/20/2011
EACH OCCURRENCE
$ 1,000,000
DAMAGE
S (Ea RENTED
$ 50,000
CLAIMS MADE X OCCUR
MEDIDMIkrimemnaV
S 5,000
$ 1,000,000
GEML
Xi
PERSONAL & ADV INJURY
GENERAL AGGREGATE
$ 2,000,000
AGGREGATE LIMIT APPUES PER:
PRODUCTS - COMP/DP AGG
$ 2,000,000
POLICY I LOC
AU7OMO89
EUABIU7Y
ANY AUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
NON -OWNED AUTOS
COMBINED SINGLE OMIT
(Ea acdden&
BODILY INJURY
(Per)
$
BODILY INJURY
(Per accident)
PROPERTY DAMAGE
(Per Redden()
$
GARAGE
MINIM
ANY AUTO
AUTO ONLY - EA ACCIDENT
$
OTHER THAN EA ACC
$
AUTO ONLY AGG
$
EXCESS
I UMBRELLA LIABILITY
OCCUR I CLAIMS MADE
EACH OCCURRENCE
$
AGGREGATE
$
DEDUCTIBLE
RETENTION $
$
$
$
WORKERS
AND EMPLOYERS'UABBIIY
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER
(wry
If yes, describe
SPECIAL
COMPENSATKM
Y 1 N
WC STATU-
TORY
EL EACH ACCIDENT
$
EXCLUDED?
EL DISEASE - EA EMPLOYEE
$
bI NH)
under
PROVISIONS bekaa
EL DISEASE - POLICY LIMIT
$
OTHER
DESERIPTION OF OPERATIONSI LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY / SPECIAL PROVISIONS
( 305)
756 -8972
Miami Shores Village
Building Department
10050 NE 2nd Avenue
Miami Shores, FL 33138
SHOULD ANY OF THE ABOVE DESCRIBED POLHXESBE CANCELLED'S:FORMEEXPIRATION
DATE 0F, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRI IEN
NOTICE TO THE CERTIFICATE HOLDHt NAMED TO THE LEFT, BUT FAILURE TO DO 80 SHALL
Ism No OBLIGATION OR LIABILITY OF KIND D UPON THE INSURER, ITS AGENTS OR
REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE
Frank Gil/CD '611400041:06 1 5ree "
ACO 0
CERTIFICATE OF LIABILITY INSURANCE
PRODUCER (305) 630 -4777 FAX: (305) 279 -3022
Gil, Garden, Avetrani Insurance Company
10689 N. Kendall Drive
Suite 208
Miami FL 33176
URURED
Quality Roofing Industries LLC
430 NW 129 St.
Miami
FL 33168
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
INSURERS AFFORDING COVERAGE
INSURER A Max Specialty Ins. Co.
INSURER B:
INSURER C:
INSURER D:
INSURER E
mum(' "")
4/20/2010
NAIC #
VERAGES
CERTIFICATE HOLDER
ACORD 25(2009/01)
INS025 (200901)
01988 -2009 ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD
•
•
• e
•••••
• •
• •
•
•
•
4
•
Nastier Permit No.
Contractor's Name q r
Job Address
O Low Slop.
Q
Asphaltic
Shingles
O New Roof Re•Roo ing 0 Recovering 0 Repair 0 Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof ($F) .... , Roof.Arss (SF) Total (SF)
Odkaa
• •
•••
• ••
• • • • • .'
• • • • m 1 • .. 5
. Sketch goof mare illustrate all Weis and sections, roof drains, scuppers, overflow
• • • • • • didimensions of sections and Weis, dearly
• ... ' 1 . S pressure zones and location of parapets.
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Y. warammmmmmM.ml►ummmommumM.mmume mwmo minis mt. MMtmi .M.a•.snMiaMiiTMmimi..MMMm•iM
"Iimmiumm•i ammo.° mr. om m1( MaMMMMi .MM■■MMMtMMaMMaMMIMMMMMMM MMMMMMM•MMM
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8!LG iPLag,L'JM1M�IP`Y/ -_��isi. /.1! /. far f. diiMlatsla7tMMMtMMMMM .i•M..MMoMtm•.Mtsmt.Mm ussisionm
• Ic EE m o m,� sm • gr im orio±Alrwilwinimmsssit.MmamasmM ammmmsm orsisinummM mil
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IMD\MFINVAMMEREM MOIML+mMI�►OPMPmMMMMSI ML4 'dRMINIMssmssrMsm.MtMiMSaaMSMM MSS.Mis• ■
SUBJE aiMMAILT atew MIRW AM m[ nMAN NAWIWMW MINUMMUMUMIMUSAUMM.NiMMOOMM •MIN t INNUMUNIM a IUMM
23 _o1 -48C f ) CC-UNMAN-ES AND REGULATIONS
Florida Building Cod* Edition 2002
HurtlameZane UnIfotm
1.• _ i
on
P rocess
E)
rerpJr -- t)
s
ROOF CATEGORY
® Idectuniladly Fastened
O Metal Panel/Shingles
0 Prescriptive BUR -RAS 150
ROOF TYPE
I rc ex a m I
Wood
Are there
Gas Vent Stac%1
Yes O No
Type: Natural U LPGX
elm 0
• • ••
• •
• • . ••••
• • •
•
. •
••
• •
1544
Florida Building Co& Edition `
Notice Acceptance Humber: oq
S� =
• •
••••
••
••••
• ••
• • •
• • .type Underlayment
• •
• • •
•• ••
• •
••
•
0•••
I Mean Roof Height L i
• a. 1 Y - i 1 ! , : 1 •, ^��. ; (= 1 .x.
Pressure z.
f4pprovel Spedflo System
Deck lips:
Insulation:
15tZo1, 0
Ign Wind Pressures, It Applkmble (From RAS 127 or
;,. ,:
r • - 11501 P2: .1121f, -
•
rA
Adhesive lype:
1 6 •
N C.
L Nba
Fire Barden I W/ A
Fastener lYPil& 11/aR /4Al -- e
Roof cow: I criM sr -fig .4.0
Type & Size Drip
Edge:
•
•
•
••••
•
••
•
••.•
••••
•
•••
•
••••
•
•••
•••
Florida Building Code Edition 2002
Runtime Zane Worm Perdt
1
• • ••
F o r ,, ;"
aeon �� M ��,�:,., load. TO values
for Knelt the vsna ni iron Mf.lithe Mfvalna are greaturthan or egad to the Mr
values, far each area ef the roof, the
Method 1 "Moment Bared Tile C
(P,: -45. 1 z) -Mes
(P :14205•/(90I ) -
(Pg:.1 4 . 2 , za,0.2o'•2 —Mg:
•
ICPX
ns Per RAS 127"
NOA 4 "/
NOA M1.��_� -J
NOA llh L
Method 2 "Shnplified The CalenktIon Per Table Below"
Required Moment of Resistance (M) From Table Below NOA
M Required Moment Resistance*
15'
dift
ter. ZA
■
INE•iammiam manamammi L
� �, - •��; ��x. :yam
�irrr I
• • • "Mug bd usg4 lH confuneden with a L [ of moment based tie systems endoned by the
• •••.• ditties and Appeals. •
• • • •
• For 11 Wed tile systems use Method 3. Compared the values for F whh the
• • • for.F,.if the F or to F values, fer each
• aloof fee4 then the die atischmest method h acceptable.
▪ ••••
3 "Uplift Based The Caldaladons Per RAS ar
• • r • o �Cn'•' z w: -_) - W: re 0 = Fd: NOA
ry • i�••
i . i } Z' � - z 1i^ ! ,___1- w: : ee3 ®.° s -.F NOA F
• . • ° _2 __- z w:- _._.)-Wt zese: __ � NOAF
• • •
• •
Where to Obtain Inforination
!AIWA
Nuir
F=
Where to 8nd
76
A
•A
`r
'OA
NOA
•
•
•
•
•
•
Owner's Notification Form 07
MIAMI -D. DE
SECTION 1524
HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, it is the . responsibility of the roofmg contractor to provide the owner
with the required roofmg permit, and to explain to the owner the content of this section. The provisions of.
Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the
industry for roofmg 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 designated space indicates that the
item has been explained.
U
1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
one e for the purpose of providing that the roofmg 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 of the agreement between the owner and the contractor.
2. Renailing wood decks: When replacing roofmg, the existing wood roof deck may have to be •
r . a' d in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
Build' g Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring
i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/or
ould notify the occupants of adjacent units of roofing work to be performed.
••••
4. Wed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
fror j 1 ek v. Th'e oWner may wish to maintain the architectural appearance; therefore, roofmg nail
pofietrations of the unc .i$idc of the decking may not be acceptable. The owner provides the option of
ties' appeaj antes
F rA 5. aldfirling w : The current roof system and/or deck of the building may not drain well and may
e. usegwater to pond (q,,c 4mnlate) in low -lying areas of the roof. Ponding can be an indication of structural
Nfreets an4 rpavequire htha review of a professional structural engineer. Ponding may shorten the life
4424Ctancy i tperfortnahtp of the new roofing system. Ponding conditions may not be evident until the original
roofmg system.§ removed.. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
wit, - requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
tenor of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. Exception: Attic spaces, designed by a Florida- licensed engineer or registered architect to eliminate
the attic venting, venting shall not be required.
Owner's /Agent's Signature:
Contractor's Signature:
Property Address:
Date:'_ /
Permit Number:
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Entegra Roof Tile, Inc.
1289 NE 9 Ave.
Okeechobee, FL. 34972
MIAMI -DADS COUNTY; FLORIDA
METRO DADE FLAGLER BUILDING
140 WEST FLAGLER STRUT, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
Emmllnadinstodenntinimm
SCOPE:
This NOA. is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and anther 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
Division (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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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,
includiag.the High Velocity Hurricane Zone.
• • • • •; DESC1trPTIOII: permuda Concrete Flat Roof Tile
• •
• LABBLING: %Malt shall bear a permanent label with the manufacturer's name or logo, city, state and
.......... follirjrtgptatement::Miami -Dade County Product CohiCoital Approve! , unless otherwise noted. herein.
• M REl'ytAL of thta shall be considered after a renewal application has been filed and there has been no
chafrgpip.'the appjcable building code negatively affecting the performance of this product.
TERMINATION. of this NOA will occur after the expiration date or if there has been a revision or change in the
•: • • • maferia'ill, use, ether manufacture of the product or process. Misuse of this NOA as an endorsement of any
. .
• odd ' .... pr .tc;,. for sal ds,sadvasrtisiing or any other purposes shall automatically terminate this NOA. Failure to comply
with, section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official
This revises NOA # 06- 0606.05 and consists of pages 1 through 6
The submitted documentation was reviewed by Alex Tigera.
•
NOA No 09- 0512.10
Expiration Date: 06107/11
Approval Date: 06/17/09
Page 1 oft
• •
•
• •
•
•
•
•
OOOOOO
•
• •
•
• •
• ••• S.
• •
•
•
•
•
O
ROOFING ASSEMBLY APPROVAL
Categorys
Sub Category:
Materials
1. SCOPE
This revises a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra
Roof Tile Corporation described in Section 2 of this Notice of Acceptance, designed to comply
with the Florida Building Code, 2004 Edition for High Velocity Hurricane Zone. For the locations
where the pressure requirements, as determined by applicable Building Code, does not exceed the
design pressure values obtain by calculations in compliance with RAS 127 using the values listed
in section 4 herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
M anu fac tured by
&stoat
Entegra Flat Tile
Trim Pieces
••••
• •
•••• • ••
• • •
•
• •
OOOOOO
• • • s
• • • OOOOO
• • • . • • • 2.1 • ..COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS •
• • •
OOOOOO
• •••
• • • •••
•
•
•
OOOO
• .. •
mini)* •...•
••••• • • •
• •
••••
Ice and Water
Shield
Roofing
Roofing Tiles
Concrete
Dimensions
1 =16"
w= 10"
PA" thick
1= varies
w = varies
varying thickness -
•••• Test
Plawasign
30"x75' roll
36" x 75' roll
or
60 "x75' roll
36"x75' roll
Test
Specifications
TAS 112
TAS 112
TAS 104
TAS 103
Product
EtestdMo •
Flat profile, interlocking, high pressure
extruded concrete roof tile equipped with
two nail holes. For direct deck or batten
nail on, mortar or adhesive set applications.
Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley
terminations. Manufactured for each tile
profile.
�Pr Product
� ,,�
��on
Single ply, nail -on Protect-O-Wrap,
underlayment with . Inc.
2" self - adhering top (with current NOA)
edge.
Self- adhering W.R. Grace Co.
underlayment (with current NOA)
NOA No. 09-0512.10
Expiration Date: 06/07/11
Approval Date: 06/17/09
Page 2 of 6
• •
...
.
•
. •
......
•
.
• •
.. ....
OOO OOO
•
• •
......
ECELEit
Wood Battens
Tile Nails
Tile Screws
Roof Tile Mortar
("TileTitem")
Roof Tile Mortar
Olirmetett Roof
Tile Mortar :. • •.
#x1'40"3 • •
• • •
...•..
Root.Tile Moller ..
MY rile Witter.
Ntnc") •
• ......
$doCTile
Adhesive • . •
.( 1§pro®
AH160 ")
Roof Tile
Adhesive
TileBond
Dimensisma
Vertical
Min. 1"x 4"
Min. 1"x 4" for use
with vertical battens
or
Min. 1"x 2" for use
alone
Min. l0dx 3"
#8x 2 W' long
0.335" head dia.
0.131" shank dia.
0.175" screw thread
dia.
N/A
N/A
N/A
N/A
Factory premixed
canisters
Test
Snecifieadona
Wood Preservers
Institute LP -- 2
TAS 114
Appendix E
TAS 114
Appendix E
TAS 123
TAS 123
TAS 123
See PCA
See PCA
Product
Salt pressure
treated or decay
resistant lumber
battens
Corrosion resistant
screw or smooth
shank nails
Corrosion resistant,
cad, square
drive, galvanized,
coarse thread wood
serews
Prepared mortar
mix designed for
mortar set roof tile
applications.
Prepred mortar
mix designed for
mortar set roof tile
applications.
Prepared mortar
mix designed for
mortar set roof tile
applications.
Two component
polyurethane
adhesive designed
for adhesive set
roof file •
applications.
Single component
polyurethane foam
roof tile adhesive
Manufacturer
generic
generic
generic
Bermuda Roof
Company, Inc. with
current PCA
Quikrete
Construction
Products with
Current PCA
W. R. Bonsai Co.
with current PCA
Polyfoam Products,
Inc.
Flexible Products
(with current NOA)
NOA No. 09- 0512.10
Expiration Date: 06 /07/11
Approval Date: 06/17/09
Page 3 of 6
••• .... Table 1: Average Weight (W) and Dimension (I x w )
• • .
• . 23Ia Profile
• •• _ ......
Weight -W (IN)
Length -1(ft)
Width w (ft)
Entegra FI$t Tile
• 9.7
1.33
.833
•
•
.Hurricane Clip & Clips
Fasteners Min. VP width
Min. 0.060" thick
Clip Fasteners
Min. 8d x 1 'Ate
3. LIMITATIONS
4. INSTALLATION
„••••1 Eantegra `Flat' Concrete Roof Tile and its components shall be installed in strict
..... • oompliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119,
• •
• am; RAS 120.
• . •
• ... • 4.2 1 Attachment Calculations
• • • •• ••
• • ' '
•
.. ••
•••
•
Enalggi
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 RAS 106.
33 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 ind= 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.
•
Mon t=
Test
Sneetf cations
TAS 114
Appendix E
Product
Rtlfiestkoi Aaanfacturer
Corrosion resistant Generic
clips with corrosion
resistant nails.
NOA No. 09- 051240
Expiration Date: 06/07/11
Approval Date: 06/17/09
Page4of6
Table 2: Aerodynamic Multipliers - X. (ft
Tile
X. (ft
X (ft)
Profile
Batten Application
Direct Deck Application
Entegra Flat Tile
0.189
0.205
•
•
.Hurricane Clip & Clips
Fasteners Min. VP width
Min. 0.060" thick
Clip Fasteners
Min. 8d x 1 'Ate
3. LIMITATIONS
4. INSTALLATION
„••••1 Eantegra `Flat' Concrete Roof Tile and its components shall be installed in strict
..... • oompliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119,
• •
• am; RAS 120.
• . •
• ... • 4.2 1 Attachment Calculations
• • • •• ••
• • ' '
•
.. ••
•••
•
Enalggi
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 RAS 106.
33 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 ind= 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.
•
Mon t=
Test
Sneetf cations
TAS 114
Appendix E
Product
Rtlfiestkoi Aaanfacturer
Corrosion resistant Generic
clips with corrosion
resistant nails.
NOA No. 09- 051240
Expiration Date: 06/07/11
Approval Date: 06/17/09
Page4of6
Table s: Restoring Moments due to Gravity - M (fit Ibft.
Tile'
Profile
3":12"
4 ":12"
5":12"
6 ":12"
r:12"
greeter
Battens
or
Direct
• Deck
Entegra Fiat
Tile
Battens
Direct
Deck
Battens
it!
Battens
Direct
Deck
Battens
Direct
Deck
6.53
6.97
6.43
, 6.29
. 6.71
6.14 -
6.54
5.97
N/A
Table 4: Attachment Resistance Expressed as a - MT (ft -ibf) .
for Nall-On Systems
Tile
Proflle
Fastener Type
Direct Deck
(min 15/32" plywood)
Direct Deck
(mln. 19132" plywood)
- Battens
Entegra
Fiat Tile
.
. "' • `
2 -10d RingShank Nails
30.9
38.1
17.2
1 -10d Smooth or Screw
Shank Nail
7.3
9.8
4.9
2 -10d Smooth or Screw
Shank Nails
14.0
_
18.8
7.4
1 d8 Screw
30.8
30.8
18.2
2#8 Screw
51.7
51.7
24:4
. 1 -10d Smooth or Screw
Shank Nall (Field Clip)
24.3
'24.3
24.2
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
19.0
19.0
22.1
2 -10d Smooth or Screw
Shank Nails (Field CIO)
36.5
35.5
34.8
2 -1Cd Smooth or Screw
Shank Nails (Eave Clip)
31.9
31.9
32.2
2 -10d Ring Shank Nails' . 50.3 65.5 1 48.3
l" 1fieallatidi wi8t it 4 tile headlap and fastemers are located a min. of 231 from head of tile.
000000
• •
• ..
fable 6: Attachment Resistance Expressed as a Moment M (ft - Ibf)
••••••
for Two Patty Adhesive Set Systems
• ••••--•
•••• TIIP • • Tile Application Minimum Attachment Resistance
• Pr6fi . •
. ijtpgra Ff.'1"ti d Adhesive
:.�. „gee =p component approval for installation requirements.
• a• • •Fledbleltiblutts Company TileBond Average weight per patty 13.9 grams.
....PotYF�m Product, inc. Average weig per patio 8 grams.
31.3
NOA No. 09- 0512.10
Expiration Date: 06/07711
Approval Date: 06/17/09
Page 5 of 6
• Table 5A: .Attachment Resistance Expressed as a Moment - Wit (ft-ibf)
for Single Patty Adhesive Set *stems • •
Tile .
Profile
• Tile Application
Minimum Attachment
.Resistance
Entegra Flat
Tile .
Patera"'
118.kr
PalyPro"'
40.4
4 Larne paddy placement 01 45 grams of Poly Rona.
5 Medium Paddy placement of 24 prisms of Polv Pro/".
S. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturees name or logo, or
•
following statement "Miami-Dade County Product Control Approved".
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.
• • 0
•
•OO 0
• • • •0
OO SO OO • • 0
• • • *
1101141
••••
•
• • ••
. OOOOOO • ••
• • • • •
OOOOOOO • •
•OOO•O • •
• • •
•• . • .
• O•O OOOil
•
OOOOOO •• •• •ie o
OOOOO • • .
• • • •
O OOO OO
••••• •••••
OOOOOO
• • ••••• •••••-r-
• • •
••••OO
O : OOOO • •• •••OOO
w
PROFILE DRAWING
ENTEGRA "FLAT" CONCRETE ROOF TILE
16'
1
16'
11111111111.
10'
END OF THIS ACCEPTANCE
NOA No. 09-0512.10
Expiration Date: 06/07/11
Approval Data 06/17/09
Page 6 of 6
•....
• •
00000
000000
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO
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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Polypro® A11160
REIWAL of this NOA shall be considered after a renewal application has been filed and there has been no
• ....: change is fhe applicable building code negatively affecting the performance of this product. •
.....:
• TER 1 $ATIOIV of this NOA will occur after the expiration date or if there has been a revision or change in the
• ; ... • materials, use, &R AP neanufacture of the product or process. Misuse of this NOA as an endorsement of any
proauai; Ter saleS,'rtising or any other purposes shall automatically terminate this NOA. Failure to comply
witi any section'oT�i+s•N
.. OA shall be cause for termination and removal of NOA.
• •.
•"
• • ▪ ADYj1tTISEM1 ? The NOA number
• • • • • preceded by the words Miami Dade County, Florida, and followed by
• • ▪ • • • • the.extion d&.$ be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
• • be%lo&ed$ its ergireey
•••• • • •
• I16PEC"IZON: A copy •
of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7
The submitted documentation was reviewed by JRrge L. Acebo.
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375-2901 FAX (305) 375 -2908
NOA No.: 06-0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 1 of 7
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ROOFING ASSEMBLY APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. 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 Polypro® 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 Dimensional lest Product Description
Specifications
Polypro® AH160 N/A TAS 101 Two comment polyurethane foam
adhesive
Foampro® RTFI000 N/A Dispensing Equipment
PmPack® 30 & 100 N/A Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which
Iistmoment resistance values with the use of Polypro AH160 roof tile adhesive.
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1S$YSICAL •• •
PRQPERTIES:
•Density ••••••
„Ceti:Wain Seth
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Tensile Strefgg it • •
Watts Absofiltidlt •
j g sture Vapar7rvnsmission
• j1ensional tabi?ity
Closed Cell Content
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.
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Results
1.6 lbsift.
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft
3.1 Perm / Inch
+0.07% Volume Change @ - 40° F., 2 weeks
+6.0% Volume Change @158°F., 100%
Humidity, 2 weeks
86%
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 2 of 7
EVIDENCE SUBM!TrED:
Test Agency Test Identifier Test Name/Report R ate
Center for Applied Engineering #94-060 TAS 101 04/08/94
257818 -1PA TAS 101 12/16/96
25- 7438 -3 SSTD 11 -93 10/25/95
25- 7438 -4
25- 7438 -7 SSTD 11 -93 11/02/95
25-7492 SSTD 11-93 12/12/95
Miles Laboratories NB-589-631 ASTM D 1623 02/01/94
Polymers Division
Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93
Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94
01- 6739 - 0621[1] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96
Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98
528454 -9-1
528454 -10 -1
520109 -1 TAS 101 12/28/98
520109 -2
520109 -3
520109 -6
520109 -7
•••• 520191 -1 TAS 101 . 03/02/99
• II 520109 2 -1
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LIMITATfi:
•• •.
• • . • • • k • Fire c1 .. . Main en is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire
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...•fig• •••• • • .
• • • 2 . • Polyprpi.1160 shall solely be used with flat, low, & high tile profiles.
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• :.j. • Minim ire ypderlayment shall be in compliance with the Roofing Application Standard RAS 120.
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• 4s • ttoof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
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MS
NOA No.: 06-0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 3 of 7
• • • • Table 1: Adhesive Placement For Each Generic Tile Profile
•• • Tile Profile
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Placement
Detail
Single Paddy
Weight Min.
(grams)
35
Two Paddy Weight
per paddy Min.
(grams)
N/A
Lt;v4 Ugh Profiles
#1
Nigh Pr8me (2 Piece
Barrel) : • • . • •
#1
17 /side on cap and
34/ an
N/A
■Flat, I,pygh Profiles
#2
24
N/A
1at, Lpw,.ld gh Profiles
#3
8
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INSTALLATION:
1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift
resistance values with the use of Polypro® AH160.
2. Polypro® AH160 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 Polypro® AH160 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. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AHl60 Operating
Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam
Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority
having jurisdiction.
5. Calibration of the Foampro® 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. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing
equipment only.
7. Polypro® AH160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after
Polypro® AH160 has been dispensed.
9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement
Details' herein. Each generic tile profile requires the specific placement noted herein.
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t ABELING:
All Polypro® AH160 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.
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 4 of 7
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ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
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ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
NOA No.: 06-0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 6 of 7
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ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
END OF THIS ACCEPTANCE
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 7 of 7