RF-14-2182Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-221028 Permit Number: RF -10-14-2182
Scheduled Inspection Date: January 09, 2015 Permit Type: Roof
Inspector: Rodriguez, Jorge Inspection Type: Final Roof
Owner: PAGER, IRENE Work Classification: Tile
Job Address: 10070 N MIAMI Avenue
Miami Shores, FL Phone Number (786)382-8091
Parcel Number 1131010210100
Project: <NONE>
Contractor: THE HOME DEPOT AT HOME SERVICES Phone: 954-979-2137
auuaing uepanment comments
RE -ROOF TILE (1161) LOW SLOPE (298)
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction ❑
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
January 08, 2015 For Inspections please call: (305)762-4949 Page 4 of 17
F.I.E.
FLORIDA INTERNATIONAL ENGINEERING
&TESTING LAB
INSIGHT -INNOVATION -INTEGRATION
Florida International Engineering and Testing Lab LLC
16701 SW 117 Avenue, Miami, FL 33177
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:
Job Address: I
Roofing Contractor:
Permit Number: i�-•
Approximate Roof Height: feet
Slope: ( .�
Approximate Square Footage: ®® ftZ
Type of Access to Roof: Ladder
OtherRequired Testi Fore: 35 lbs. Testing Equipment: F.G.E.100x Shimpo Instrument
Date Installed: �Z� I Date of Inspection:
-----------------------
- - - -----------------------------------------------------
1��` TEST RESULTS
P= PASS, F= FAIL
Test
Location
P or F Test P or F
Location
Test P or F
Location
Test P or F
Location
Test Por F
Location
1
21
41
61
81
2
22
42
62
82
3
23
43
63
83
4
24
44 1
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
31
51
71
91
12
32
52
72
92
13
33
53
73
93
14
34
54
74
94
15
35
55
75
95
16
36
56 1
76
96
17
37
57
77
97
18
38
58
78
98
19
39
59
79
99
20
40
60
1 80
100
------------------------------------------------ --------------------------------------------------------------------
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
Field
Corners
I (C
Hips & Ridges
RESPEM%iY1W
63 7
M �
-ro.
'1111111140®
Ij 9
to V
1'
,,-F.LORI®A INTERNATIONAL ENGINEERING &TESTING LAB, LLC
A
Job Address: �-A r Aa/ �°° � t -z j
M
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Hama Shores. Florida 33138
Tet: (305) 795.2204
Fax: (305) 756,8972
RE Permit � /���`/� ���-
2/��� DATE:
INSPECTItiN AFFID�►�IT
Ucensed as a (n) Contractor! Engineer! ArchW,
( NWWd" TYM) FS 468 Building Inspector
License #: G��-- J7 9
On or about I dfd
personaly, inspect the roof deck nift
work at A,9%d
Based upon that a ination I ve detemnined the 'installation raids done according to the Humcane Mitigation Retroftt
Manual (Based ori .844 F.S)
i
Signature
State of Florida
County of Dade;
The undersigned, being the first duly symm, deposes and says that he/she is the confraotor for the me property
mentioned.
`
Sworn to and subscnbed tore me this-- ` 4 �'®�gi F SFO
i day of C c . c d� �`�°�Q;••.XAOTA•••• ^�i����.
� � "f ,�
Notary Publfc, Sale of Florida at Large `v: - _
t � comm. �olms
I September 9, 2098
f' iN�:•e
NO. FF 158151 �:
. p
-'(iworetBvl�►�9.R�tio�pti�dcrsoranyidw�46eF.S.ionreke�an6�on&��,'�i�`.vBLi�,+.•�
.. ps�aa�icte�gr�maet�ede�tor�, i1
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Scanned by CamScanner
lo) all�
N�Tp
Miami Shores Village
$uilding Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PRONE NUMBER: (3" 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
4 ,0l
OCT 014
FBC 20
Permit NoR�t'-_-&- 2,
Master Permit No.
JOB ADDRESS: 000)V, PD(LTH Ml A111 AtIE
City: Miami. Shores County: Miami Dade Zip: S -S (So
Folio/Parcel#: 9 E- :al ®1 a Z 1 01® D
Is the Building Historically Designated: Yes
NO ✓ Flood Zone:
OWNER: Name (Fee Simple Titleholder): (Rev -K- T i� &e4b Phone# -3�' -,.21,4 - 12
Address: 10 M i ft -m t Ave
City: T1 I IPlTI I S ho(265 State: FW Q,fA Zjp: 5,3l SO
Tenant/Ussee Name: } Phone#:
Email:
CONTRACTOR: Company Name: I I��}►'�:Phone#:
Address: (a a 6-,j03o
City: 4 -ii .f UA State: 6rlt'
Qualifier Name: t n h -m 966oxzs
State Certification or Registration M. C -C <-- ®5-T5 32'1 Certificate of Competency #:
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer:
Value of Work for this Permit: $- t{-, n is SquarelLinear Footage of Work: _ 149f
Type of Work: OAddition teration New ORepair/Replace ODemolition
Description of Work: E- i LES C I I I Lot -0 ` 9 -ie
Color thru tile:
Submittal Fee Permit Fee $ �� CCF $ I CO/CC $
Scanning Fee $ Radon Fee $ h DBPR $ Boal $ -
Notary $� Tmining/Education Fee $a ` Technology Fee $ ,�
Double Fee $ e°� Structural Review $
TOTAL FEE NOW DUF, S 2-G
Bonding Company's Name (if applicable) I
o
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable) t
Mortgage Lender's Address
City
zip
State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR 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 approved and a reinspqyAWee will be charged
�—
Signature0A /�, Signature
:
Owner or Agent Contractor.
The foregoing instrument was acknowledged hefore me this The foregoing instrument was acknowledged before me thisM
day of. 20 � by 111y wv- M h 64J, day of . 20 _-Lq. by &j Ina
who is personally known to me or who has produced o is persona mQW-11 to me or who has produced
As identification and who did take an oath as
NOTARY PUBLIC: NOTARY PU]
Sign: Sign:
Print: Print: M • t
My Commission Expires =*; MY COMMISSION 0 EE151851 My Commission
EXPIRES December 08, 2015
orB I FWVda 0Wy5 V10M fit— U d d 8 S
and who did take an oath.
APPROVEDBY I Ply Examiner Zoning
Structural Review Clerk
(Revised S/2/2012)(Revised 3/1212012) XRevised 06110/2009XRevised 3/15/09XRevised 7/lorM)
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
. CONSTRUCTION INDUSTRY LICENSING BOARD'
1940 NORTH MONROE STREET
TALLAHASSEE FL 82399-0783
ROBERT&, QUINN MfTCF�ELL
THE NOME DEPOT AT -MOM E SERVICES
2690 CUMBERLAND PKWY
SUITE 300
ATLANTA GA 30339
Congratulations!
milt on FiiOOndlens licensed by the Dep�arim One of
Of' Business and
fO11tyahtrokrmbols tidanao er�eefto cbers *dxes o barrbegeres range
and they keep Florsda's econo"W strong.
Every day we work to fmprave the way we do business in order to
SONO 2"m-m�yfiotld ti 'ens®c m, There yo�ocan find mo a ffnnfbrmegttarni�
about our divisions and the r8pulations that impact you, subsrxibe
to department newsletters and Team more about the Department's
Inifiathres,
Our mission of the Department i5: License EfProiently, Regulate Fairly,
We constantly sbi a to serve you better so that you can sense your
customers. Thank you for doing business in Florida,
and cvngratulatfons on your new license!
(850) •487-'9395
STATIROF FLORIDA
PROFS "�SUSIKSSAND
C00058327� ��'�'�.. �ULATION
�.._ ` J•I 3,".06183/2014
3 CERTIFIED h6�� afhlQ�.d:G3NTj7`d_R'
RQBERTS,
out.;sitllC€ F �itu:�"�;a
� , THE,IiOM� D�,Oi`A7 HGM1iIES��ICES
EE,RTipFEa Lrsdef the proVisions of eh.482••FS.
i, WI1S�B�B : AU03'l,•7QiB' ' r_94prgp >
-••--. DETACH HERE
RICKS__ .............._..__..,.-....,..._.,..,...__. _.._-
CO's1'. GOVERNOR---,,.,.�,..._�......._.,,_.._.._.._......._..._._.�.•-.__-..,,,,.__......�._.
.,..,KEN L VQ.0N SECRET
STATE OF FLORIDA ,M
DEPARTMENT OF BUS114ESS AND PROFESSIONAL;. REGULATION '
_ CONSTRUCTION INDUSTRY•LICIENSING BOARD i
> CCC058327 -
Naf7sg4 below 18 CfRiiFfED `
Uricler tfae proVLsionS -Of Chapter 489 FS,
EXOMPOn date: AUG 31, 2016
,.• :.• •ROSE TSS QUfIiIN M1TCHf'sU:L• .
' s�CUMBERLANDlMA D P.OT,A,T':Wc)ME SMVICES :.
PKWY
jM-300 ._.
N �A GA 30339
ISSUED: 08012014. DISPI AY AR RPot iipf= n RV i ami W
r'y `� �I.L 4 ❑i
C6•n•a 1 Te�cn�nnnny...,
ACflO W W.
2014 - 2015 HILLSBOROUGH COUNTY BUSINESS TAX RECEIPT EXPIRES SEPTEMBER 30, 2013 175733
QCC. CODE 1 Employsas RENEWAL
090.000004 Contraclar Roeoipt Fee 16 o0
Hazardous Waste Surahotge 40A0
Low Library Fee 0:00
8L15i111ESS ROBERTS QUINN MITCHELL
TA KELSEY FL FL 33619 2014m20145
NAME ROBERTS QUINN! MITCHELL
MAILING UBArfHE HOME DEPOT AT410ME SERVICES
ADDRESS 2890 CUMBERLAND PJKWY STE 300 Paid 13.319-000087
ATLANTA, GA 30338 07110MO14 58.00
BUSINESS TAX RECEIPT DOUG BELDEN, TAX COLLECTOR
MI EOAE:BYPAWAPRNLE6E TA%T0 EN"dF 6I3-638-mv
INIUSINETNS BECOMESA TAX tt1:CE1PT WHEN VALIDATED.
CERTIFICATE OF LIABILITY INSURANCEDATE(MMMNYM
__ 02M92014
THIS ,CERTIFICATE Is ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS 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 INSIJRER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE BOLDER.
IMPORTANT: e cerINACIte holder Is an ADDITIONAL INSURED, the poucypes) must be endorsed. N SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this cert►fGcate does not eonfor rights to the
certificate holder in I16u of such endorsementtsl.
PRMUCER CONTACT
MARSH USA INC,] HANE:
TWO ALLIANCE CENTERI PHONE —.
3560 LENOX ROAD, SUITE 240M Ifir"EMAIL -� �C Nnt:
ATLANTA, GA 30328 a 1-41L : . —
11292 D•GW R-14-15INSURI' S) ARFOROING CRORAOE NAIL
A4U
INBURINSURN A. Stfdfast IgSuMee Company 26357
fYt
THD AT-HOME SERVICES, INCA INSURER e, Illinois Natlottd 131611hEtoe Company 23817
DBA THE HOME DEPOT AT+10ME SiERVICEso : —
2456 PACES FERRY ROADi INSURER c
ATLANTA, GA 30339 INSURIBR 01 —
INSURER E: -
— - ` �•�
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED
""'f"„�1r�.yu> REVISION NUMBER:1
BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION
PERIOD
OF ANY CON11;ACT OR OTHER DOCUMENT WITH PlESPECT TO
CERTIFICATE MAY BE IBSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AQ,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.
WHICH Tills
INSR LIMITS SHOWN MAY HAVE
BEEN REDUCED BY PAID CLAIMS,
THE TERMS,
NpE pF INSURANCE
A ,enw LL LIABILITY POLICY NUMBER
Luffm
_
GL04887714
X COMMERCIAL GENERAL UABILITY
70,3"MI/201403/012015 EACH OCaRR�E s
9,000400
CLAIMS -MAGE OCCUR "LINTS OF POLICY XS”
PR S�S.(Ed caw nm i S
_ 1,000,000
"OF SIR: �1 M PER OCC^
MED eXP one ,„ i
CE L
PERSONAL 8, ADV INJURY C
9.000,000
CGENL AGGREGATE LIMIT A%'PL IES PER:
GENERALAOOREGATE $
9,000 000
X POLICY PRO LOC
PROt1UOT8 - C.OMPIOP AM $
9400,000
AWOMORU LJABILRY
S
ANY AUTO
tdEtt BINDLE LIMIT
Ea acddenl S
ALL OwNso SCHEDULED
DOO14V INJURY (Pbr ) $
NON OWNED
HIRED AUTOS
SWILY INJURY (Per+mddw1Q 5
AUTOS
PROPERTYD S
—_
'
UMBRELLA LIAR OCCUR
S
EJ(CBsS LIAR CM4AMS ¢RAD
EAC { OCCURRENCE $
OEDION S
RETENT
AGGREGATE S
ANA91�t.tTY�
$
r
AND EMPLO�
B ANY PRCPRIE70h1PARTNERMMCUTIVE YIN Wcaas I Oise3 (Fi)
X WC 3TATU. I OtH.
(Nat C4=1n NMI Exp UOEDT a N / A I
03109/2094 03101D015
I E 4. EACH ACCIDENT g
1,000,000
OESCRIP'noN DF 0PERAr1gN5 J LOCATIONS f VEII�LEg IAlleeh ACORD ltM, AddiRlq>rp; Re11larlte Schedulo K In6ro
apaea Is required!
MACCLENNYI
BUILDING DEPT.0 SHOULD ANY OP THE ABOVE DESCRMM POLICBB BECANCQLLF.D BEFORE
118E MACCLENNY AYE u THE E PIRATION DATE TNERrop, NOTICE VwL.L BE DELIVERED IN
MACCLENNY, FL 32003 ACCORD"CE WITH THE POLICY PROVISIONS.
AUTHORU= REPRESENYATWO
of Marsh USA lua,
Manashl Mume4ee .1NCc�Snrbw: ,�
ACdRD 29 (2010105) The ACORD name and logo are registered Inarlw of AC RD RD CORPORATION. All rights i
v
AGENCY CUSTOMER Ib: 100492
Loc t. Atlanta
A�oRv® ADDITIONAL REMARKS SCHEDULE Pae 2 of 2
AGENCY g
MARSH USA INO,p NAM'M INWRED
THC AT-HOME SERVICE$, INCdi
PoucY NUMBER
DBA THE HOME DEPOT AT-HOME SERVICESn
2455 PACES FERRY ROAM
ATLANTA, GA 30329
CARRIp:
MAIC CWO
. _ 6FFECTrA OXMI
THIS ADDITIONAL REMARKS FORM rs A SCHEDULE TO ACORD FORM,
FORD NUMBER: 25 FORM TITLE: Certificate of Liability Insurance
m
m
BOYSIE GANGA RAMWAL - CRCDmo 0
BOYD A UPHAM-CCC19258i8n
EDWARD LYNN GUILLORY-CGC7870%, G
QUINN M ROBERTS-CCC058327 n
EDUARDO ESCUZA-CGC191AMI
MICHAEL JAMES HOLEVA - CCC1325540 n
STEPHEN A. THOMPSON - CRei3305i00
CHARLES R HICKQY-=036844 n
JAMES P. DRAGO-C000257830
0
WORKERS COMPENSATION IS COVERED IN THE STATE OF FLORIDA 0
0
Q
1
HOME DEPOT INSUREDW-1
Mom DOW U.SA. The Hume Depot h% EnetyU..t
0
Home Depot USA, Inc, ft The Ham DepH
THD At H" $wpx, Ir, d w The Herne Depot At -Home Servkmg
THD At -Home SeNlm% If s
The Home Depot, Inas
The Herne Dopar, Inq wane Depot USA, Inas
Ycw Olhe7 Ww"flu$% LLC0
U.S. Hama Sym, Inc 0
U.S. Ranmdelera, Ina[
M
101 (200 2008
ORD CORPORATION. All rights res4tved.
The ACORD home 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
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date: 9 Z�
10050 NE 2nd Ave
Miami Shores, FI 33138
0000..
Re: Owner's Name: � R -en O
Property Address: _10DIO goRro MLAm, Aami
Roofing Permit Number:
0000 0000
0000..
0000..
.0000.
Dear Building Official:• • • • • • • • • • • • o • • •
..
.. ....0.
rat
IIJB Pra,atx..• certify that I am not required to retrofit the rogf tgvoll connections of m� •.
0000.
i g because: :""' •
.. .0099.
.. 0000
e just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Pleas® ®tech proof of ad
v orem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 a 'tion of the South Fori a Building Code (1994 SFBC)
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 "I- t day of Om
1, ��; g/4 ��Ne� � ®u�tN�
Notary Public, Sate of Florida at Large � ''MY COMMISSION 0 EE151861
ai EXINFES December 08. 2015
When the just valuation of the structure for u � 3,W— ,
• j purpose of ad vat a building was not constructer with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
001
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 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 ant the
co ct . The owner's initial in the designated space indicates that the item has been explained.
1. Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of
ro iding that the roof system meets the wind resistance and water instruction performance standards.
Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues
uch(a) color or architectural appearance, that are not part of a zoning code, should be addressed as part of
I t-;- Veement between the owner and the contractor.
.000.0
2.Renailing wood decks: When replacing roofing, the existing wood ipof deck may'have to be
rena in accordance with the current provisions of Section R4403. (The roof deckii3 u scally co;cealed prior . .;;
o ving the existing roof system). •
0000..
0000..
0000 0000 . .
3. Common roofs: Common roofs are those which have no visible delintatioa betwe4mmoighbodng •: • •
n i e., townhouses, condominiums, etc.) In buildings with common roofs, the ro*jvpntractorVdJor • • • • •
r hould notify the occupants of adjacent units of roofing to be performed. • • • • "
:69:0:
4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can. 0 00
ed from below. The owner may wish to maintain the architectural appearanee;inelefore, roofirtig.nail :"
n tra 'on of the underside of the decking may not be acceptable. This provides the option of maintaining the
' Ponding water: The current roof system and/or deck of the building may not drain well and may
water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural
and may require the review of a professional structural engineer. Pounding may shorten the life
ncy and performance of the new roofing system. Pounding conditions may not be evident until the
l and
system is removed. Pounding conditions should be corrected.
_Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
ed from a buildup of water. Perimetededge wall or other roof extension may block this discharge if
scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
ice with the requirements of Sections R4402, R4403 and R4413.
Ventilation: Most roof structures should have some ability to vent natural airflow through the
of the structure ass bly (the building itself). The existing amount of attic ventilation shall not be
i. It may be enefi ial o consider additional venting which can result in extending the service life of the
VVL
nfs Signature Date Contractor Sign 1a Date
Revised on 7/9/2009 LD
Section A/B
MIAMb Miami -Dade County HVHZ Electronic Roof Permit Form
t
2
"Delrvedng Excellence Every Day"
Section A (General Information)
Master Permit No: Process No:
Contractor's Name: I The Home Depot At Home Services
Job Address: 110070 north miami ave
Roof Category
❑✓ Low Slope ❑ Mechanically Fastened Tile
❑✓ Mortar/Adhesive Set Tile
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
❑ Sprayed Polyurethane Foam ❑ Other:
Roof Type
❑ New Roof ❑✓ Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance • • • •
9 9 0 0009.0
Are there Gas Vent Stacks located on the roof? ❑ Yes ❑✓ No If yes, what type? 1J" Natura6'EhPGX '.
999999 0000 999999
Roof System Information 000800
•
..9999
Low slope roof area (ft. 298 Steep Sloped area (ft.� 1161 Total (ft.� 14 6V 0 0 _
8060
• 0 0 0
0000 ..0.9
Section B (Roof Plan) """060:00
"" so***
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflew drains. Include •
dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and loca;on of parape0t§, •; 0 • • • • •
Perimeter Width (a'): Comer Size (a' x a'): • • • • • • •
.. 0000
CITY , OCT 06 2014
COPY
please see enclosed
APPROVED I3Y DATE
� BLDG DEPT I 'T
SUBJECT To COMPLIANCE MT14 ALL FE
DEW
STATE AND COUNTY RULES AND fOtJIAT1011♦Ig
Appt:
Job #
Miami/Dade
Sales Contact:
Field Inspector:
10070 NORTH MIAMI AVE
MIAMI, FL 33150
M
r
E
N S
W
Note: This diagram contains segment lengths (rounded to the nearest whole numbers) over 5 feet. In
some cases, segment labels have been removed for readability. Plus signs preface some numbers to
avoid confusion when rotated (e.g. +6 and +9)
••••
.00.000
00.
00
0
00
...
00000.0000
. 0000
000
00 0
.
600.0000
0000.00
000004
0000000000
00000000
00004
0
0
00 .
00••00
.001
•0.00•.
•
......
0000•.
000000'
00
000.00
•00.00•
•
•
•00000••
Sales Contact:
Field Inspector:
10070 NORTH MIAMI AVE
MIAMI, FL 33150
M
r
E
N S
W
Note: This diagram contains segment lengths (rounded to the nearest whole numbers) over 5 feet. In
some cases, segment labels have been removed for readability. Plus signs preface some numbers to
avoid confusion when rotated (e.g. +6 and +9)
Section C
MIAMI.Miami-Dade County HVHZ Electronic Roof Permit Form
® Section C Page (Low Slope Roof Systems)
- "Delivering Excellence Every Day„
Fill in the specific roof assembly components. if a component is not required, insert not applicable (n/a) in the text box.
ROOF SYSTEM MANUFACTURER: I MULE -HIDE Top Ply:
Approval 13-0411.03 MULE HIDE 60 MIL TPO-c FR
Product A
pp (NOA): System Type: D Top Ply Fastening / Bonding Material:
Wind Uplift Pressures, From RAS 128 or Sealed Calculations 6" PIRANHA PLATES & EHD # 15 SCREWS HEAT WELD SEAMS
(P1) Field: 40.1 psf Surfacing: N/A
(P2) Perimeters: 67.2 psf
(P3) Comers: 101.1 psf
Maximum Design Pressure From NOA: 67.5 psf
Roof Slope: 1.50 1 " : 12 Roof Mean Height: 12 ft.
Parapet Walls: 0 No ❑ Yes Parapet wall Height: ft.
Deck Type: —5/8" Plywood—
Support Spacing: 16 " o/c
Alternate Deck Type: N/A
Existing Roof:
Build Up
Fire Barrier.
N/A
Vapor Barrier.
N/A
Anchor Sheet:
N/A
Anchor Sheet Fastener/ Bonding Material:
N/A
Insulation Base Layer Size & Thickness:
POLY ISO -1 1.5" X 4' X 8'
Insulation Base Layer Fastener / Bonding Material'
EHD# 15 SCREWS & 3 MULLHIDE PLATES
Insulation Top Layer Size & Thickness:
Dens Deck (gypsum) 1/4" X 4'X 8'
Insulation Top Layer Fastener/ Bonding Material:
EHD# 15 SCREWS & 3 MULLHIDE PLATES
Base Sheet(s) & No. of Ply(s):
N/A
Base Sheet Fastener/ Bonding Material:
N/A
Ply Sheet(s) & No. of Ply(s):
N/A
Ply Sheet Fastener/ Bonding Material:
N/A
SINGLE PLY MEMBRANE:
Single Ply Manufacturer / Type:
NIA
Single Ply Sheet Width: IYAJ" 1/2 Sheet Width: I N/A
No. of Single Ply 1/2 sheets: El
Single Ply Membrane Fastening / Bonding Material:
N/A
❑ FASTENER SPACING FOR BASESHEET ATTACHMENT •
••••••
❑ SINGLE PLY MEMBRANE ATTACHIIEN=0 • •
***a:*
0000•
1. Field: 6 "o%@Laps & 11Ljrov" "o/c••••••
•
000000
2. Perimeter: 6 " o/c @ Laps & 1 60*�� 72 " (woes • •
••••
• i• •
• 0
•• ••••
3. Comer: 6 "o/c @ Laps & 1 rq "o/c•0••
00000
••:••0
NUMBER OF FASTENERS PER INSULA'nOI#BOARD: • • • 0 •
• • • •; •
0000•• 0
8'
1. Field: 2. Perimeter. 8' : 3. Loaner: 1 Z' •
•
•
• • 006:
Insulation Fastener Type : ; .0. •
: • 0.0 0
N/A •
WOOD NAILER TYPE AND SIZE:
7 pressure treated lumber
Wood Nailer Fastener Type and Spacing:
2-16D NAILS - 2 FEET O/C
N/A
Single Ply Edge Detail
MtAM
"Defived.g Exmf —ce Every Day"
Roof Mean Height: k
Miami -Dade County HVHZ Electronic Roof Permit Form
Single Ply Membrane Edge Metal Detail
Edge Metal Apprwed Sealant
Continous Cleat
One Gauge Hearier
Than the Edge Metal
Adhered Single
Ply Membrane Strip
Fasteners
Mechanically Fastened or AWrei
Single Ply Membrane 696996
•
�.'"� a • • • •. •
9' Base Layer& •0660•
Optional Top Layer"0 • •
0000.•
of Insulation 00 • 00•
Provide Component Information
.0064•
0000
0000
0000
•
0000
0000
• . .
0000•• •
• • •
• • • •
0000••
•• • 0000
0000
0006•.
•
•
•
.0009.
.
0000.•
• •
0000•
.
0000.
0000.•
•
•
•
•0000•
.06.4•
• .
7� • REF.# 94-208 Date: 9/28/2014
s.rsro d •
E N G C O, inc. Contractor RRP Construction
3405 NW 9th Ave - Fort Lauderdale, FL- 33309 _
Engineering Services - CA 8116 Job: Prager Residence _
5595 Orange Drive Suite 201 10070 North Miami Ave - Miami, FL -
Davis - Florida - 33314 Design by: PEDRO DE FIGUEIREDO, PE 52609 _
Tel: (954) 585-0304 Fax (954) 585-0305
Email: Engco@40L.com
Wind Load Calculation for Components and Cladding - ASCE/SEI 7-10 (method 2)
Florida Building Code 2010
Low -Rise Buildings with MRH<= 60'
Eave Height
12.00
Feet
Wind load combination factor
0.6
Cladding Elevation
12.00
Feet
Bullding does qualify as a Low -Z;
zone 2 _
zone 3
Minimum Mdth
27,00 :
Feet
1-401.1
Roof Slope
7
Degrees
Gable Roofs 1P-7 degrees
Risk Category'
<- it
mph
Use FBC Figure 1609A Cat II
FBC 1620.2 - HVHZ -175 mph Dade County 8170mph Broward County
Basic Wind Speed
174
:000:0
Exposure
C
a Zg •. • 00.0
•
(Section 26.7)
9.5 900 0000*0 0000••
0.00:0
Exposure C: Open terrain with
scattered obstructions height less than 30% Open country , grasslands 0 •
• •
Building Type
Enclosed
0.00.' '0000'
0000.
( Enclosed, Open, Partially Enclosed - Section 6.5.9)
Use section 6.2 definitions &Sao•
•: • • •
Kd - Table 26.6.1
0.85
0.85
Kz - Table 30.3.1
0.85
' • ' •
••••�•
Kh - Table 30.3.1
0.85
• : • • • • •
•
Kzt -Section 26.8
1.00
To be used when hill height H >= 15' . • • • • • •
•
0.00
Velocity Pressure (qz) 56.57 Psf qz-0.00256. Kz . Kzt . Kd . W2 Section 30.3.2
Velocity Pressure (qh) 56.57 Psf qh=0.00256. Kh . Kzt. Kd . V"2 Section 30.3.2
Area 1 10 ft2
p ( Ext. Pressure) zone 1,2,3 (+)
30.4-2a zone 1 (-) -1.00
Wind load Psf
positive
Psf
negative
Psf
Wind load combination factor
0.6
0.6
zone 1
16.3
-40.1
zone 2 _
zone 3
16.3
-67.2
16_3
1-401.1
End zone (a) i 36 INCHES
Table 26.11-1
0.30
zone 2 (-) -1.80 zone 3 (-) -2.80
p= qz [(GCp)-(Gcpi)] (eq. 30.4.1)
Notation: (a) -10% of the least dimension or 0.4 of mean roof height, whichever is smaller.
Also (a) must not be less than either 4% of the least dimension or 3 feet.
ENGCO INC HAS NOT VISIT THE JOB SITE INPUT DATA PROVIDED BY CONTRACTOR.
THIS WIND LOAD IS VOIDED IF FIELD CONDITIONS DIFFER FROM INPUT DATA
THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED
THE PRODUCT APPROVAL DESIGNED RATING.
[Sheet W -L-1-
®CT 012014
PEDRO DE FIGUEIREDO, PE 52609
NOT VALID WITHOUT SEAL
' •
Osseo*
REF.#: 14-208 Date: 9!2812014
&rs
G N v vO',nC.
Contractor RRP Construction
8
zone 2 perimeter -67.2
3405 NW 9th Ave - Fort Lauderdale, FL - 33309
zone 3 comer 1 -101.1
Engineering Services - CA 8116
Job: Prager Residence
5595 Orange Drive Suite 201
inches
10070 North Miami Ave - Miami, FL -
Davie - Florida - 33314
see*
Design by: PEDRO DE FIGUEIREDO, PE 52609
Tel: (954) 585-0304 Fax (954) 585-0305
Email: Engco@.AOL.com
NOA Sheet Width/ Row spacing
System Manufacturer.
Mule -Hide Products Co., Inc.
Product Approval #.
13-0411.03
in oc
Deck Description:
19132" or greater plywood or wood plank
Square feet per fastener1
System Type:
"D" Membrane mechanically attached over preliminarily fastened insulation
Vapor Retarder.
Optional
Barrier.
114", 3/8", 112" or 518" gypsum
Insulation:
Insulation Layer. Polyisocyandrats HP H,°Poly IS0-1 minimum,1.5` tltick.AL
Note: All tajtBts of iheulatiort and base sliest shell be: simultaneously attaghed Insulation shetl 9 prelimG�ary
attachmetd prTpr to dte.lnstallation of the rooft mem,7
brane Ana on rate of 2 mere petboerdfot
Board Size: 4ftac8R
# of Fasteners s Rating: 67.6 psf
Membrane:
Membrane Type:, �o cExtra Reu,forc�d dec
Fastening Description:fHDfaAenera*1thP.$anhaPla1es6 octhrough
(1) Fastening Rating (psf): 67;5 ` ` psf
Osseo*
Negative
ZONES Pressure
# of Fasteners Required for
each Insulation board:
8
zone 1 field -40.1
8
zone 2 perimeter -67.2
12
zone 3 comer 1 -101.1
Membrane:
Membrane Type:, �o cExtra Reu,forc�d dec
Fastening Description:fHDfaAenera*1thP.$anhaPla1es6 octhrough
(1) Fastening Rating (psf): 67;5 ` ` psf
Osseo*
osi • • �
RAS 137
• • � see•
•
>sf •• • •
••••e•
0000
0000• •• •
Side lap
5.5
inches
ago*, • 0
00:800
see*
12
Inches
r tyre prelGninadly atlaci on as s_pe'ed
NOA Sheet Width/ Row spacing
Side Lap Fastener Spacing
6
in oc
� • e • e
Square feet per fastener1
3.00
feet
��Ibf
Fastener Value: 203^
Negative
Side Lap
Maximum Row
Pressure
Fasteners
Spacing Sheet;
Zones (psf)
Spacing
Width
zone 1 field -40.1
6
72
zone 2 perimeter -67.2
6
72
zone 3 corner -101.1
6
36
Maximum extrapolation 189
psf
Min. Fastener separation 6
in oc
•000.0
Osseo*
osi • • �
•
•
• • � see•
•
>sf •• • •
••••e•
0000
0000• •• •
•••••�
ago*, • 0
00:800
see*
•000•
.••
r tyre prelGninadly atlaci on as s_pe'ed
•
uu�'fii tha5 ti/2" side laplgrpws s�� 7�dr+'•.• �
i
� • e • e
OCT 012014
PEDRO DE FIGUEIREDO, PE 52609
NOT VALID WITHOUT SEAL
Tile Roof System
MIAMMAMM
Pj.%Nffl!3 Miami -Dade County HVHZ Electronic Roof Permit Form
"Delivering Excellence Every Day" Section D Tile Roof System
Roof System Manufacturer: VagleCapristano Tile Products
Notice of Acceptance Number (NOA): 11-0321.03
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P 1: -39.1 P 2:1-68.1 1 P 3: -100.7
Maximum Design Wind Pressures, (From the NOA Specific system): 38.7 psf
Fill in the specific roof assembly components. If a component is not required, insert not applicable (nla) in the text box.
Roof Slope: 4' "/12"
Roof Mean Height: 15 ft.
Method of Tile Attachment:
—Adhesive, Medium Paddy Polyfoam Polypro—
Alternate Method of Tile Attachment per NOA:
NIA
Drip Edge Size & Gauge: —3" face 26 ga.--
Drip Edge Material Type:—Galvinized Metal—
Drip Edge Fastener Type: 11 1/4 RS NAILS
Hook Strip/Cleat gauge or weight: —24 ga.--
Deck Type: —5/8" Plywood—
Optional Insulation:
N/A
Optional Nailable Substrate:
N/A
......
......
Optional Nailable Substrate•Atlad%nent: •
•
�•..
N/A Does
•
......
099990
e
Basesheet Type: •oe,o• DD••••
00:000
.Dee
D•eos
30 LB looses D
.09900
.e
Fastener Type for BasesheeWatchtnent:
• s;.
1 1/4 RS Nails / 1 5/8 Tin %;aps'6" & 1 " /�.
s e
:o•se�
Tile Underlayment (Cap Sheet) Type:
polystick TU plus
Tile Underlayment Attachment Method:
self adhere
Tile Profile:
CONCRETE TILE
Tile Roof System
MAW
0.11011 Miami -Dade County HVHZ Electronic Roof Permit Form
"Delivering Excellence Every Day" Section D Tile Roof System
Roof System Manufacturer: Eagle Capristano Tile Products
Notice of Acceptance Number (NOA): 11-0321.03
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P 1: -39.1 P 2: -68.1 P 3: -100.7
Maximum Design Wind Pressures, (From the NOA Specific system): 38.7 psf
Fill in the specific roof assembly components. if a component is not required, insert not applicable (n/a) in the text box.
Roof Slope: 6' "/12"
Roof Mean Height: 15' ft.
Method of Tile Attachment:
—Adhesive, Medium Paddy Polyfoam Polypro—
Alternate Method of Tile Attachment per NOA:
N/A
Drip Edge Size & Gauge: —3" face 26 ga.—
Drip Edge Material Type: I —Galvinized Metal—
Drip Edge Fastener Type: 1 1/4 RS NAILS
Hook Strip/Cleat gauge or weight: —24 ga: -
Deck Type: —5/8" Plywood—
Optional Insulation:
N/A
Optional Nailable Substrate:
N/A
0000..
0000..
Optional Nailable Substrate;Attac�tfnent:
•
•
�..
.
0000..
N/A 0000..
0000
000.00
6600•:
00 0000
6
•
•00•
Basesheet Type: 0.06606
• • • •
. •
66
0000.
.....� 6
30 LB V •
•..•••
0000..4900••
Fastener Type for Basesheed.Attd-chinent:
•
1 1/4 RS Nails / 15/8 Tin f;ap S"
6 6.;.
6 6
0000.•
•
•00.
Tile Underlayment (Cap Sheet) Type:
polystick TU plus
Tile Underlayment Attachment Method:
self adhere
Tile Profile:
CONCRETE TILE
Section E
- "Delivering Excellence Every Day"
Miami -Dade County HVHZ Electronic Roof Permit Form
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127"
For Moment based file systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are
greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
P 1: -39.1
X X0.277
= 10.83
- Mg: 6.88
= Mr1: 3.95 s 38.7 NOA Mf
P 2: -68.1
X 0.277
= 18.86
- Mg: 6.88
= Mr2: 11.98 5 38.7 NOA Mf
P 3: -100.
X X0.277
P3: X I:
= 27.90
_ Mg:
6.88
= Mr3: 21.02 5
38.7 NOA Mf
Method 3 "Uplift Based Tile Calculations Per RAS 127'
For Uplift based tile systems use Method 3. Compare the values for F with the values for Fr. If the F values are greater than or equal to the Fr values, for
each area of the roof, then the file attachment method is acceptable.
P1: X I:
=
X w:
_ - W. =
X Cos g: = Fr1: 5 NOA F'
P2: X I:
Symbol
=
X w:
_ - W: =
•
X cos 9: = Fr2: 5 r4e);:v • • • • • •
•
P3: X I:
=
X w:
_ - W. =
X cos 6: = Fr3: • �N(iA F• • • • • • •
Mean Roof Height
H
Job Site
Roof Slope
9
Job Site
Aerodynamic Multiplier
X
Product Approval (NOA)
Where to Obtain Information to complete tile calculations .••�'• '...•� ••:".
Where to Find • • " •
•
Description
Symbol
• • • • • • • • •
•
Table 1 RAS 127, or by an engineer analysis prepared, signed and seed by A professional �• •
Design Pressure
P1 or P2 or P3
engineer based on ASCE 7. • • • . • *000 • • 0
Mean Roof Height
H
Job Site
Roof Slope
9
Job Site
Aerodynamic Multiplier
X
Product Approval (NOA)
Restoring Moment due to Gravity
Mg
Product Approval (NOA)
Attachment Resistance
Mf
Product Approval (NOA)
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F'
Product Approval (NOA)
id
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval (NOA)
Tile Dimensions
I =length
Product Approval (NOA)
w = width
Section E
l y �
- "Delivering Excellence Every Day"
Miami -Dade County HVHZ Electronic Roof Permit Form
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127"
For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are
greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
P 1: -39.1
X % JR.277A=
10.83
_ Mg: 6.56
= Mr1: 4.27 :5 38.7 NOA Mf
P 2: -68.1
X X0.277
= 18.86
_ Mg: 6.56
= Mr2: 12.30 < 38.7 NOA Mf
P 3: -100.
X X 0.277
= 27.90 1
_ Mg:
6.56
= Mr3: 21.34 5
38.7 NOA Mf
Method 3 "Uplift Based Tile Calculations Per RAS 127"
For Uplift based tile systems use Method 3. Compare the values for F with the values for Fr. If the F values are greater than or equal to the Fr values, for
each area of the roof, then the tile attachment method is acceptable.
••••• 0•
Where to Find • • • • •
Description
Symbol
•
• 00000 • • •
Table 1 RAS 127, or by an engineer analysis prepared, signed nd sled by 8 professional • • •
Design Pressure
P1 or P2 or P3
a 000 •
engineer based on ASCE 7. • • •
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
Product Approval (NOA)
Restoring Moment due to Gravity
Mg
Product Approval (NOA)
Attachment Resistance
Mf
Product Approval (NOA)
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F'
Product Approval (NOA)
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval (NOA)
Tile Dimensions
I = length
Product Approval (NOA)
w = width
COUNTY
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Morlda 33175-2474
T(786)315-"90 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.minmidade.gov/building/
Eagle Roofing Products LLC
1575 East C.R. 470
Sumterville, FL 33585
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or.material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code. • •
*0000•
This product is approved as described herein, and has been designed to comply with the Worida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code. • • • • 0996
DESCRIPTION' C 'St C--*- M.I.
apr rano oncr 6666
•66t6• 0.68
LABELING: Each unit shall bear a permanent label with the manufacturer's name or IogQa pity. state apd..
following statement: "Miami -Dade County Product Control Approved", unless otherwise pQtbd•Flerein. •• •
000000 •
RENEWAL of this NOA shall be considered after a renewal application has been filed aid there has UJQ
change in the applicable building code negatively affecting the performance of this product. ' :006
•006
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This renews NOA #07-1018.09 and consists of pages I through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 11-0321.03
AMNuana couNn Expiration Date: 10/05/16
Approval Date: 05/12/11
Mus �Page I of 7
ROOFING ASSEMBLY APPROVAL
Cateaorv;
Roofing
Sub Category:
Roofing Tiles
Material:
Concrete
I. SCOPE:
This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by
Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of
Acceptance. For locations where the pressure requirements, as determined by applicable
Building Code does not exceed the design pressure values obtained by calculations in
compliance with RAS 127 using the values listed in section 4 herein. The attachment
calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION:
Manufactured by
Test
Product
Applicant
Dimensions
Specifications
Description
Capistrano Concrete
L- IT'
TAS 112
High profile concrete roof tile. For direct
Tile
W =12 '/"
deck or battened nail -on applications.
Thickness = %x"
Trim Pieces
1= varies
TAS 112
Accessory trim, clay roof pigces foiodse ai'
****:a
w = varies
hips, rakes, ridges and %118y: • • • • s
varying thickness
,
terminations. ManufaQWPW for each tii8
....0.
profile. ••••••
••••••
• 'eggs
gsggs
•
e. •.
g
.g.gg.
•
g •
• • •eggs
..0 g
ease
NOA No.: 11-0321.03
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 2 of 7
2.1 EVIDENCE SUBMITTED:
Test Agency
Test Identifier
PRI Asphalt Technologies
ERPF -001-02-02
Redland Technologies
7161-03
Static Uplift Testing
Appendix III
Redland Technologies
Letter Dated Aug. 1,
Static Uplift Testing
1994
Redland Technologies
P09647-01
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation
Testing Services
Celotex Corporation
Testing Services
Walker Engineering, Inc.
i15 �..: .
APPROVED
P0402
94-083
94-084
25-7094-(3, 6 & 9)
25-7120-(1 & 2)
25-7183-(3 & 4)
25-7214-(3, 4, &7)
25-7804-4
520111-3
520191-2-1
Calculations
Test Name/Reiport Date
TAS -112 Aug. 2006
Static Uplift Testing Dec. 1991
TAS 102 & 102(A)
Wind Tunnel Testing Aug. 1994
TAS 108 (Nail -On)
Wind Tunnel Testing Aug. 1994
TAS 108 (Mortar Set)
Withdrawal Resistance Testing of screw Sept. 1993
vs. smooth shank nails
Static Uplift Testing
April 1994
TAS 101 (Adhesive Set)
Static Uplift Testing
May 1994
TAS 101 (Mortar Set)
Static Uplift Testing
Oct. 1994
TAS 102
Static Uplift Testing
Nov. 1994
TAS 1020
•
000..
Static Uplift Testing
.' . Febo 1991
TAS 102'
0000.. 0000
Static Uplift Testing
O.O:. -March, 1995
TAS 1020000
000000
Static Uplift Testing
00 0000
Sep.199 f.
TAS 102
0:00:000
• D' D .' • • •
Static Uplift Testing
TAS 101
Static Uplift Testing
TAS 101
Aerodynamic Multiplier
O
":' :Dec.1998.
• .O.DDD
• • • March 1 •
DODO
Sep. 2006
NOA No.: 11-0321.03
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 3 of 7
D.D.DO
.0
0000..
DODO.D
D....
O
000. 0.
0000..
0000..
0000..
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 in accordance with TAS
106 may required, refer to applicable building code.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicablb building codb.
4. INSTALLATION
4.1 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be installed
in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x W)
Tile Profile Weight W (Ibf)
Length-1(ft)
Width-w•(ft) .
Application
Profile Batten AIL
•
Direct D@ol*A llcatldtl' • •
6666..
•
Capistrano Concrete Tile 10
1.417
•1.04 ....
6666... 6666
Table 2: Aerodynamic Multipliers - Aft
0.:09 •
Tile A (ft)
A, OKI �••"
Application
Profile Batten AIL
•
Direct D@ol*A llcatldtl' • •
Capistrano Concrete Tile
0.300
7 • got"6
06 •
Table 3: Restoring Moments due to Gravi
- M ft -Ib :0':69
•
Tile
3":12"
4":12"
5":12"
6":12"
Greater V& •
Profile
:
-00
'T"Ar, ...
Capistrano
Battens Direct
Battens Direct
Battens Dire",Deck
Baktens Ri
Concrete Tile
Deck
Deck
Dec
Deck
6.68
6.99
6.57 6.88
6.44
6.7
6.10
6.38
NOA No.:11-0321.03
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Nall -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 16132" plywood)
Direct Deck
(min. 19132" plywood)
Battens
Capistrano
Concrete
Tile
2-10d Ring Shank Nails
28.6
41.2
19.4
1-1Od Smooth or Screw
Shank Nail
5.1
6.8
2.8
4 Medium paddy placement of 24 rams of Pol ProTm.
2-10d Smooth or Screw
Shank Nails
6.9
9.2
7.3
1 See manufactures component approval for installation requirements.
1 #8 Screw
20.7
20.7
18.1
• • •;
2 #8 Screw
43.2
43.2
29.8
1-10d Smooth or Screw
Shank Nail Field Clip)
23.1
23.1
19.0
1-10d Smooth or Screw
Shank Nail Eave Clip)
29.3
29.3
24.0
2-10d Smooth or Screw
Shank Nails Field Clip)
27.6
27.6
38.6
2-10d Smooth or Screw
Shank Nails Eave Clip)
38.1
38.1
41.8
2-10d Rina Shank Nails 33.1 48.1 45.2
1. Installation
with a 4" tile headiap and fasterners are located a min. of 2W from head of tile.
Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
.
for Two Pa Adhesive Set Systems
Tile
Tile
Tile Application
MininfWAldachmont •
Profile
Capistrano Concrete Tile Pol am Po ProTm
Resistance
•
• • • •
Capistrano Concrete Tile
Adhesive
.. 2RY•
4 Medium paddy placement of 24 rams of Pol ProTm.
6649
0000
1 See manufactures component approval for installation requirements.
-**so
2 Flexible Products Company TlleBond Average welght per patty 10.7 grams.
9 4 6 9 4 4
• • •;
Polyfoem Product, Inc. Average weight pera 8 grams.
000000 4'6.'
• •
0..000
Table 6: Attachment Resistance Expressed as a Moment - Mf ( -lbf) • :0 -Os
for Single Pa Adhesive Set Systems
•
: 9' .06
Tile
Tile Application
Minimum Attachmt
Profile
5 Tile -Tate Roof Tile Mortar.
Resistance
Capistrano Concrete Tile Pol am Po ProTm
66.5
PoIlLgam Pol ProTr"
7
3 Large paddy placement of 63grams of PolyProym.
4 Medium paddy placement of 24 rams of Pol ProTm.
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Capistrano Concrete Tile
Mortar Set
24.5
5 Tile -Tate Roof Tile Mortar.
NOA No.:11-0321.03
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 5 of 7
000•••
4
6
000.0.
6 •
.0000.
00000
0 •
00.00
9000.0
0
•00••0
.00000
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".
FLORIDA
CAPISTRANO CONCRETE ROOF TILE LABEL, SIIMTERVILLE PLANT
(LOCATED ON UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS:
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 this Notice of Acceptance.
6.1.2 Any other documents required by Building Official or Applicable building cbdwa*
order to properly evaluate the installation of this system, • • • •
NOA No.: 11-0321.03
MIANfDADE COUNTY Expiration Date: 10/05/16
• • 0Approval Date: 05/12/11
Page 6 of 7
•000.0
••eeee
•
.....•
00•s•
•0000
Vsee:
PROFILE DRAWING
1�I1��1�iN
CAPISTRANO CONCRETE ROOF TILE
END OF TRIS ACCEPTANCE
0000..
0000..
0000..
0000.
---- 0000.
.
0000..
0000..
:
• 0000•
• • •
0.00 •
....
NOA No.: 11-0321.03
Expiration Date: 10/05/16
Approval Date: 05/12/11
Page 7 of 7
0
PRt)t i' T O TRO j, Stet,'TjON
DEVAt�`1'i'1�±��E° OF PERNli'i� NIG -ENV � ONMW4T A1F i' ri $ A C +w i) E E 4;S� SL'f ass !�Reet, tZ��leo 2[3�
s g� �$E84Yii: �`$pTltEil
86Atti3AND C;OD Atabtt�t ,�tt(�itii>t� j(is6)jES-7§9C1 F04E6E315
W" iffy i &. -1
NOTICE OF ACCEPTANCE !QA .
3M Company
3M Center BuiWing 022
St. Paul, NIN. 55144-100
SCOPE:
This NOA is beim issued the r ill rep.. l€ its tp use of construction materials, The
documentation submitted 1as been tavimW and accepted byl taarcf-0444 Cqnmy Pla • Product Control Sectit�ca tc�
he used In Miami Tide County and other area W- Owed by the Authority Jurisdiction (AID).
This NOA shall not 'be valid r the ercpirattio to ° tpeltr�v.;The. MISE de County product Control
Section (In Miami lade County) a far tlte. tther County) reserve fife right to
have this product or material t fat i once P sty, it t�irs ttet or material tails to perform ill
the accepted manner, Ote manufActUterwill tt r ;t peva .of such testing and tine AHJ may immediately
revoke, modify, or suspend the use f s p c �a rriat within lr jurisdictiion. P RtA resm the ri 61t..:.
to revoke this ace nee, it it is determined]M e Co Prttdu t Control Secticua th t thoUroducteor
material fails tomeet building e< • • • •.. •. •
Tlris product is approved as described herein,; and ltaa en designed to comply with the florida 13tt9i8 ft"Cade • • • •
including the Nigh Velocity l Jurricane %one.ofthe 1$l arida Bu ldin Cb& • •. e • • •
0000 0000
DESCRIPTION: Wm, 2 -Component Foam Rgof T11.9 A dhesWe Aft -160 0000
sees
00.00. 0000
LABELING -. Each emit shall bear r t l 1 with mann& em's-natt a or logo, city, tefind follow+ •
statement- `°MiamirDade County Product ved`°, unlessothr ttcrted horein. � � • � • � •
• •
RENEWA of this NOA shall be considexod 004 reftioNal applicali rt filed acrdthea�hasAjn too ctange
in the applicabletiildiaa delle negatively a di ilio per�0itrtartce f`ft$ product, e sees
s • •
000
1Rlti INATION of this NOA wilt . occuratUr thee pirat pry date or.ifthetehm been a revision cr change in the
materials, use, mWor matWactwe sof the.prp proms Misuse t NOA as an endorsement of any product. for
sales, advertising or any other purposes snail.. . `telly inat ihia NOA, fallureto comply with any section of
this NOA shall be cause for Wrrtinat on €r of NOA.
. 13VERTisEM NT; The NOA numba.. preceded by the words MWW-Dade County, Florida, and followed by the
expiration date rmky lit displayed in adv isit 1 If any pot tcstr of tltd N is displayed, then it shall be done
in its entirety,
NSPEGTION® A copy o this enter 1�1� 4 lsrtx'" to flee by the mart ac or its distributors and
shall be available for inspection a:t th a jo sits the Buittintgomejal.
This renes and revises OA 11-0124.114 s of MpsI tllt u 7
The submitted documentation was reviewer y l" Tig ann,
0000..
•
•
00.00.
0000•.
**see
0000.
•
•
6066.•
0000..
t Chaff 1 "F., 100% Humidit -, 2
Note, The physical p rti luted 4 "Aar "icat�r� values s determined
haw accepted ASTH est Me" 1 s bjert t n # monufartu n variation.
w'
MS
NOA No.. 12-022& IS
fiViradft Date: 110/17
Approval Date: 05/10/12
LABIELING:
Atl ')M"" 2 -Component FoaRmf Til.e A4hm ive AW60 c I -comply.with the Standwd StandConditions
listed herein.
BUILDING PERMIT REQUIROWENTS.
As required by the Building Of trial or aWicabWbuffft. code in carder 16;pr+up"l): evaluate the installation oi'this
system.
ADnEwE PLACEMENT DETAIL 1
SNE PATTY
NOA, No.: 12.422 8.19
Expiradon Date: OV1011 a
Approval Rate: 451112112
Page 5 of 7
9999..
,...
9999..
9999..
1.66
1960
0066.
1999
9999.
►.
9...66
6....•
NOA No.- 12-0228-18
Expiration Date. 05/10117
Approval mate. -0,9114/12
Page 6 of 7
0
0
0
0
0
0
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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 me+ 4e..
requirements of the applicable building code. :
This product is approved as described herein, and has been designed to comply with the FloridtBuil'ding Code* •
including the High Velocity Hurricane Zone of the Florida Building Code. •
.goes.
DESCRIPTION: Polyglass Polystick Underlayments
see: :9:9
sees
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, cN341state and ?60 witlg
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • • • • • • '
RENEWAL of this NOA shall be considered after a renewal application has been filed and fire bhbeen no change
00 0 ::00
in the applicable building code negatively affecting the performance of this product. so:*
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This revises NOA #11-1229.01 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
0
:0096:
:9669:
: •
M
lib,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.eov/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 me+ 4e..
requirements of the applicable building code. :
This product is approved as described herein, and has been designed to comply with the FloridtBuil'ding Code* •
including the High Velocity Hurricane Zone of the Florida Building Code. •
.goes.
DESCRIPTION: Polyglass Polystick Underlayments
see: :9:9
sees
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, cN341state and ?60 witlg
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • • • • • • '
RENEWAL of this NOA shall be considered after a renewal application has been filed and fire bhbeen no change
00 0 ::00
in the applicable building code negatively affecting the performance of this product. so:*
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This revises NOA #11-1229.01 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
0
:0096:
:9669:
: •
ROOFING COMPONENT APPROVAL
Category Roofing
Sub -Category: Underlayment
Material: SBS, APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
0000..
0000..
0000..
0000.
0000.
0000..
0000..
0000..
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 3933/8"
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
tile, slate tiles and shingle underlayment.
Polystick IR -Xe
Roll:
TAS 103 and
A fine granular/sand top surface self -adhering,
underlayment
65'x 3'33/8"
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
.009.0
A heavy granuled surface seVE dhering3 APP
underlayment
32'10" x 3'33/8"
ASTM D 1970
polymer modified, fibergltass or' polyestel• . •
Manufacturing Location
100 mils thick
reinforced, bituminous s * *t m*terial for yse as
#1 & #2
an underlayment in sloped„ roof assemblies,
Designed as a a roof tile QOdg4 ymeni ....
Polystick TU Plus
Roll:
TAS 103 and
009090 9...
A rubberized asphalt self9adIwAg, glass•0 '
underlayment
65' x 3'33/8"
ASTM D 1970
fiber/polyester reinforcedowatreroofing .
(Surface Printing)
80 mils thick
membrane. Designed as a metal'toofinj 9a rioof
Manufacturing Location•
tile underlayment. '.
�. • :000
#1 & #2
0000
Polystick TU P
Roll:
TAS 103 and
A rubberized asphalt waterproofing membrane,
underlayment
32'l 0" x 3133/8"
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 3'33/8"
ASTM D 1970
fiber/polyester reinforced waterproofing
#2
60 mils thick
membrane. Designed as a metal roofing and roof
tile underlayment.
Polystick Dual Pro
Roll:
TAS 103 and
A rubberized asphalt self -adhering, glass -
Manufacturing Location
61'x 3'33/8"
ASTM D 1970
fiber/polyester reinforced waterproofing
#2
60 mils thick
membrane. Designed as a metal roofing and
roof tile underlayment.
0000..
0000..
0000..
0000.
0000.
0000..
0000..
0000..
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"x3'3-3/8" 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
07VOI/W
P33370.03.11
TAS 103 •
O'a'a2711
P33370.04.11
•
ASTM D 1623 • • • 0
04J28P19.
P36900.09.1 I
TAS 103/ASTM D4798 & GI'99;••
09WAI
P37300.10.11
TAS 110/ASTM D4798 & DI 976* 0 *
10/19/11
P40390.08.12-1
TAS 103 &TAS 110 .•••••
084.4jj*;0
P40390.08.12-2
ASTM D 1623 • • • •
08/0.7112
P40390.10.12
ASTM D 1970 •.•..'
1OQUT2:
PRI Asphalt Technologies
PRI01 I I I
ASTM D 4977 ......
04/08/82
PUSA-005-02-01
ASTM D 4977
01/;j4u.
PUSA-018-02-01
ASTM D 2523 . • .
07/14/03
PUSA-035-02-01
TAS 103 • •
09/AN' •
PUSA-033-02-01
ASTM D 1970
01/11766
PUSA-055-02-02
TAS 103
12/10/07
PUSA-083-02-01
TAS 103
06/30/08
PUSA-089-02-01
TAS 103/ASTM D4798 & G155
07/06/09
Momentum Technologies, Inc.
JX20H7A
TAS 103/ASTM D4798 & G155
04/01/08
RX14E8A
TAS 103/ASTM D4798 & G155
11/09/09
DX23138B
TAS 103/ASTM D4798 & G155
02/18/10
DX231)8A
TAS 103/ASTM D4798 & G155
02/18/10
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 II or ASTM D 2626.
Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Membrane: Polystick membranes self -adhered.
Surfacing: None
1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels,
and sweep the deck thoroughly to remove any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3-1/2" 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
00006
attention to lap areas. 9 6
000* :'
.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assemglycu;ent Prato
6 •
Control Notice of Acceptance. 606:90 8888
8888.t .
.
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The6fiashing tape jwl be
0
:60606
pressed in and formed around the to ensure a tight fit. A second layeZ4! Dlystictr s1Wfbe
--:000
place protrusion
applied over the underlayment. *00609 8888
8006.
6. 66 6. .
666666
..669.
6
. . n
• 6
8888..
88880.
• 0.0069.
0000
0000
NOA No.: 12-0713.02
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 IR -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.
Ex osure Limitations (days)
MTS IR -Xe TU TU Plus TU P Tile Pro Dual Pro TU Max
Winter Haven, FL. 180 180 180 180 180 180 180 90
Hazelton, PA. N/A 30 30 180 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 fbrtlLhthe robf tile
manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max mhq be'used WWI*
adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and DAMAO are limitedto
mechanically fastened roof tile applications. Polystick MTS is limited to mechanically ra•.stoened witk bgtiens
0.
roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened fqp,& 1•e
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 assethbti'es shall lie as •
follows: (See Table Below) • . •
. •
Tile Profile
Polystick MTS
Polystick IR Xe
Polystick TU, TU.
• • rolysttck TU
Plus, TU P, Tile
00
Max•
Pro
....
Flat Tile
Prohibited without
5:12
No limitation
No limitation
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
rwar�w oJI-101PPRO EDI_ 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.
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 notlMed la
request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade Cppftt%Product.Gantrol
Department for approval provided that appropriate documentation is provided to detaU,ggplpatibilibi ef4e
products, wind uplift resistance, and fire testing results. #00:00 •
0000 0000
LABELING: • • • • • • • •
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufahmer's nA"or ;ogo,
city and state of manufacturing facility and the following statement: "Miami -Dade Cenity; Product Control
Approved" or the Miami -Dade County Product Control Seal as shown below. :000:0
0 •
1111111111111APPROVEDL ••�•
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly evaluate
the installation of this materials.
0000..
0000..
0000..
0000.
0000.
0000..
0000..
0000..
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 6 of 8
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES:
1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers
are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is
acceptable. Please also refer to applicable Product Data Sheets of the corresponding products.
2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum I" 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 tile on the underlayments. Refer to the Polyglass
Tile Loading Guidelines. See General Limitations #9 and #10.
6. Battens and/or Counter -battens, as required by the tile manufacturers NOA's, must be used on all projects for
pitch/slopes of 7712" or greater. It is suggested that on pitch/slopes in excess of 6'/4"/12", precautions
should be taken, such as the use of battens to prevent tile sliding during the loading process. :000:0
7. Minimum cure time after membrane installation & before loading of roofing tiles is fatty' -Fight (;44grs.
. ...•
8. Polystick membranes may not be used in any exposed application such as crickets, ex$i.os®..3i valleys, or.
.9090
exposed roof to wall details. 0060 .90.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 50104mium Waffled
Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass P0116 MB FlasAfng 9
Cement to the area in need of repair, followed by a patch of the Polystick material of Me kind should be set
and hand rolled in place over the area needing such repair. Patching membrane shall bea �rinximum0of 6
inches in either direction. The repair should be installed in such a way so that water dill r% paralltf U bf
over the top of all laps of the patch. • • • •
10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass
requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are
acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits
rolling.
11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request. It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and
PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800)
894-4563.
.9999.
9999..
909999
9.99.
0000.
0000..
.a
0000..
000000
0 •
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 (NBCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
666.6.
0000.0
• 1, 0000
•
..666. 0000
61,60••
•
•6.61,• 0
6 6
.1,666•
1,6••
• •
66
• 6 6.••
6661,
66..•
6 •
66•.
1,666.
• •
1,666.•
• • • 6 6
•66.66
• • •
66666•
• • 6
0666
60 6
6 •
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 8 of 8
hll
MIAMI-DADE COUNTY
00 000'
000
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)
- • • • •;
Mule -Hide Products Co., Inc.
1195 Prince Hall Dr.
Beloit, WI.53511
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 kw3umentsg • • • • •
of the applicable building code. g s g • •
0000
This product is approved as described herein, and has been designed to comply with the Florida budding 0% e• • •
including the High Velocity Hurricane Zone of the Florida Building Code. 090000 •
0000.. 0000..
0000
*so
DESCRIPTION: Mule -Hide Single Ply TPO Roof Systems over Wood Decks
0000.
00 000'
000
0000.. 0000
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city 'stQroe and t000wl4
0000.
....
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 0000.. •
00
. •
• •
.
0 0000
000000
RENEWAL of this NOA shall be considered after a renewal application has been filed and th;re b34been tochange
- • • • •;
in the applicable building code negatively affecting the performance of this product. • o ' :9*0goes
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA# 09-0217.02 and consists of pages 1 through 10.
The submitted documentation was reviewed by Alex Tigera.
N -
OA No.: 13 0411.03
�a Expiration Date: 08/31/14
Approval Date: 08/29/13
Page 1 of 10
I
ROOFING SYSTEM APPROVAL
rarer;
Roofing
Cnh-CAU29 n•
Single Ply
Maw:
TPO
nPor;
Wood
MaYimnm n'W0 Prc+c=
-67.5 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Prndnet Name
Dimes Cnpcifirafinnc
Test
Prndnrt necainrinn
TPO-c, TPO-c EXTRA
various
TAS 131
Reinforced white or colored TPO
membrane.
TPO-c FR
Various
TAS 131
Reinforced white or colored TPO
membrane.
TPO-c Fleece Back
Various
TAS 131
Reinforced white or colored TPO
membrane with Fleece backing.
TPO-c Fleece Back Plus
Various
TAS 131
Reinforced white or2;WQ" TPO
•
membrgne A h Fleece backing00*0
Carlisle Foamular Durapink
Insulation various
TAS 110
Extrude j 6tyrene"# white or • • • • •
black nrpblakally fastened roof; • •.;
systems. o *0000
Carlisle Foamular %Z' Board
various
TAS 110
ExtrudedTo'1•y. styrene;e�covery ' '
.... .....
board. •
Carlisle Foamular 150, 250,
400, 404, various
TAS 110
00
Extrudedi'DoalyVrene insUation '.
600
. ......
CCW 702 Primer
various
TAS 110
•
Solvent -ha
kedlrrimer ....
CCW 702LT Primer
various
TAS 110
Low -Temperature SoWAI-Based
Primer
CCW 714 Primer
various
TAS 110
Water -Based Primer
CCW 725 Vapor Barrier
various
TAS 110
40 mil Vapor Barrier
Carlisle One Step
Various
TAS 110
Polyurethane Adhesive
Carlisle Olybond 500 BA
Various
TAS 110
Polyurethane Adhesive
Carlisle Versigrip
Various
TAS 110
Polyurethane Adhesive
TPO Bonding Adhesive
various
TAS 110
Solvent -based bonding adhesive.
WBBA 2000
Various
TAS 110
Water -Based Bonding Adhesive
Cold Applied Adhesive
Various
TAS 110
Asphalt Modified Polyether
Adhesive
NOA No.: 13-0411.03
Expiration Date: 08/31/14
Approval Date: 08/29/13
Page 2 of 10
APPROVED INSULATIONS:
9011 Ct Name
TABLE 2
Prndnct i]Gu awk
Mannfarfiirer
Pyrox, White Line
Isocyanurate Insulation
LWith C"nrrent NC1Al
Apache Products Co.
ACFoam Composite
Isocyanurate Insulation with perlite facer
Atlas Roofing Corp.
ACFoam Il
Isocyanurate Insulation
Atlas Roofing Corp.
Poly ISO 2 Composite
Isocyanurate Insulation with perlite facer
Mule -Hide Products, Co.
Poly ISO 2
Isocyanurate Insulation
Mule -Hide Products, Co.
Polyisocyanurate HP, HP -N, HP -H, HP-
Polyisocyanurate roof insulation.
Carlisle Syntec, Inc.
W
Ply ISO 1, Poly ISO 1 NB, Poly ISO 1-
Polyisocyanurate roof insulation.
Mule -Hide Products, Co.
WF
Sure -Seal HP Recovery Board
High Density Wood Fiberboard.
Carlisle Syntec, Inc.
Sure -Seal EPS/Fiberboard
High Density Wood Fiberboard bonded to EPS.
Carlisle Syntec, Inc.
Sure Seal EPS Insulation
Expanded Polystyrene.
Carlisle Syntec� Inc.
Styrofoam
Extruded polystyrense insulation
DW"•'
0000..
ISO 95+ GL, 95+ GW
Polyisocyanurate foam insulation
• • •• • Firesto$e'.•
•
Dens Deck
Silicon treated gypsum
0000 .. .�..
• •:6 PrP Products
600666
:.*so:
Sturdi-Top
Wood fiber insulation board.
6
• • • •C -P ProftVC&.
Ultra/M-11
Isocyanurate Insulation
•
000000 6600
00JjomasotesQe.
00600
• • • • •
ENRGY 2, ENERGY 3, PSI -25
Isocyanurate Insulation
• • 6 • fohns Malikille
• 6 6. 6
Fesco Foam
Isocyanurate Insulation with perlite facer
: •Jens Manville
see***
Retro -Fit
A high-density perlite roof insulation.
666..6
; .R�ns Manville
6 0
• *ego •
Wood Fiberboard
Regular wood fiber insulation
• •
• • • GenmZ.
•
High Density Wood Fiberboard
High Density Wood Fiber insulation board.
Generic
Oriented Strand Board
Oriented Strand Board
Generic
Perlite Insulation Board
Perlite Insulation
Generic
Type X Gypsum
Gypsum Wallboard
Generic
XPS
Extruded polystyrene
Generic
Multi -Max, FA
Polyisocyanurate foam insulation
Rmax, Inc.
Fiber Base
Asphalt coated wood fiber insulation
Temple Inland Forest
Products Corp.
Securock
Fiber Reinforced Coverboard
US Gypsum Corp.
Structodeck
High Density Wood Fiber insulation board.
Wood Fiber Industries
NOA No.: 13-0411.03
Expiration Date: 08/31/14
Approval Date: 08/29/13
Page 3 of 10
APPROVED FASTENERS:
TABLE 3
Faso
Lvmhu
Pry
Um
Pry
D&Ud =
il7m�
Mamifarfi=
rwW ('AQQ N(I A 1
1.
Sure-Seal HP, HP-X, HP-
Insulation and membrane fastener
Various
Carlisle Syntec, Inc.
Xtra Fasteners
2.
Sure-Seal Seam Fastening
Metal plates used for membrane
2" dia
Carlisle Syntec, Inc.
Plates
securement with Sure-Seal
fasteners.
3.
Sure-Seal Polymer Seam
Plastic plates used for membrane
2" dia
Carlisle Syntec, Inc.
Plates
securement with Sure-Seal
fasteners.
4.
Piranha, Piranha Xtra
Barbed Metal plates used for
2-3/8" dia
Carlisle Syntec, Inc.
Plates
membrane securement with Sure-
Seal fasteners.
5.
Dekfast Fasteners #12, #14, Insulation and membrane fastener
Various
Construction Fasteners,
#15
Iue.
0000..
0000..
6.
Dekfast Hex Plate
Insulation and membrane fastener
Various
• iWndruction+F&Agners,
••0000 Inct0es
•
7.
#12 & #14 Roofgrip
Insulation and membrane fastener
Various
""'iTW Budd
:0000
8.
Metal Plate
Galvalume AZ50 stress plate
3" square
'.. e efrW Butltltf
• • �� •
9.
Plastic Plate
Polyethylene stress plate
3.2" round
0000
":7:W B� jd8x :
00000
6660:6
10.
Olympic Fasteners #12,
Insulation and membrane fastener
Various
00 ..
.....Oc' MG, In
• •
#14
.
0000..
•
11.
Olympic Stainless
Stainless steel insulation and
Various
: •*QMG, In"**
•�
0..•.•
Fasteners #12, #14
membrane fastener
00:0
12.
Olympic Standard
Galvalume AZ55 stress plate
3" round
OMG, Inc.
13.
Olympic Plastic
Plastic plates for fasteners.
3" round
OMG, Inc.
14.
Rawl Fasteners #12, #14
Insulation fastener for steel and
Various
Powers Fasteners Inc.
wood decks
15.
Rawl Insulation Plate
3" round Galvalume AZ55 stress
3" round
Powers Fasteners Inc.
plate
16.
Insul-Fixx Fastener
Insulation fastener for steel and
Various
SFS Stadler, Inc.
wood decks
17.
Isofast Fasteners
Insulation fastener for steel and
Various
SFS Stadler, Inc.
wood decks
18.
Insul-Fixx S
3" round Galvalume AZ55 stress
3" round
SFS Stadler, Inc.
plate
19.
Insul-Fixx P
3" round polyethylene stress plate
3" round
SFS Stadler, Inc.
NOA No.: 13-0411.03
Expiration Date: 08/31/14
Approval Date: 08/29/13
Page 4 of 10
APPROVED FASTENERS:
TABLE 3
' Fac` Pry Pry Mannfactnrer
7v„�..Ho�. N.�.no npQp�� llim�� lWith ('nrrant N(lAl
20. Isofast Plate Square or oblong Galvalume steel SFS Stadler, Inc.
plates for use with Isofast fasteners
21. Tru -Fast Fasteners Insulation and membrane fastener Various The Tru -Fast Corp.
22. Tru -Fast Ultra Stainless Stainless steel insulation and Various The Tru -Fast Corp.
Fasteners membrane fastener
23. Tru -Fast MP -3 3.23” round Galvalume AZ50 steel 3.23" round The Tru -Fast Corp.
plate
24. Tru -Fast Plastic Plate Polyethylene stress plate 3" round The Tru -Fast Corp.
25. Insta-Lock Screw Insulation and membrane fastener Various Versico, Inc.
26. Insta-Lock Plate Galvalume AZ55 stress plate 3" round Versico, Inc.
27. Sure -Seal Insulation Plates Metal Plate used for insulation 2-7/8" dia. Carlisle Syntec, Inc
securement
S28. Mule -Hide Drill Point Insulation and membrane fasteners Various Mule -Hide Products Co.,
HDP, EHD, EHD Plus Inc.
29. Mule -Hide 2.4" and 2.4" Metal plates used for membrane 2-3/8" dia. Mule -Hide Products Co.,
Plus Seam Plates securement Inc
30. Mule -Hide 3" Insulation . Metal plates used for insulation 3.23" dia. Mule -Hide Products Co.,
U,
Plates securement Inc
•
•600.4
• •
6
0000••
•• •
6666
•
• •
•
6666••
•
6666
6666••
6666••
•
• •
069•
0466
:9099:
6666
•0000
60406
••0•
6666•
00 00
00 6
6666••
•
• •
• •
•6646•
•4••96
• •
4
• •
•49•
NOA No.: 13-0411.03
Expiration Date: 08/31/14
Approval Date: 08/29/13
Page 5 of 10
EVIDENCE SUBMITTED:
0000..
• Tpct`
Teat iriPntifiPr
npcc�
ease
Architectural Testing Inc.
ATI -37490.01
ASTM D 2137
7/7/00
Factory Mutual Research Corp.
3Z9ALAM
FMRC Standard 4470
10/15/97
Approval Guide Excerpt
Wind Uplift Classification
5/00
.
060.0e00.00
0000
Listings
.
Letter
Wind Uplift Classification
5/2/00
0000
3006110
Class 4470
6/13/01
3011220
ASTM E 108
8/16/01
e
3035880
07/02/09
Celotex Corporation Testing Services
520257
PA 131-95
4/19/00
SGS U.S. Testing Company
131248-R2
ASTM D 1149
1/6/00
Incorporated
. .
0000..
Atlantic & Caribbean Roof
ACRC 07-059
TAS 114-J
10/23/07
Consulting, LLC
ACRC 07-051
TAS 114-J
09/05/07
.000.0
NOA No.: 13-0411.03
Expiration Date: 08/31/14
Approval Date: 08/29/13
Page 6 of 10
0000..
.. .
ease
a
0000..
0000
00000.
0000..
.
060.0e00.00
0000
0000
.
0000
0000
0000..
0000
0000.
e
. e
.. ..
..
ssaa0s
.
4,0
• .
. .
0000..
0000..
a .
e00e0e
NOA No.: 13-0411.03
Expiration Date: 08/31/14
Approval Date: 08/29/13
Page 6 of 10
APPROVED ASSEMBLIES
Membrane Type: Single Ply, Thermoplastic, TPO, Reinforced, Fleece Back
Deck Type 11: Wood, Insulated
Deck Description: 19/32"
or greater plywood or wood plank
System Type C: All layers of insulation simultaneously attached; membrane fully adhered.
All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved
and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building
Code requirements and are field fabricated utilizing the approved membranes listed in Table 1.
Race incnlafion i.aver incnlatinn Racten M Faces
iTa� wadw&
One of the following covered with the boards listed in Top Layer or Base or Top Layer.
Extruded Polystyrene, Energy -Lok, ACFoam-H, Poly ISO 2
Minimum 1" thick N/A
Perlite
Minimum %" thick
N/A
N/A
N/A
Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation
panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be
increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for
insulation attachment. Single and multiple layers of insulation can be attached to base layer with Carlisle
Olybond 500BA, Carlisle Versigrip, Carlisle One Step.
Race nr Tnn ineWAUW L"Q lncnl UW1 Facte= Faces
/Tam Delle®
•6666•
ENRGY-2, ENRGY-3, PSI -25, AC Foam H, Poly ISO 2, Polyisocyanurate HP, HP, HP -H, $P -N, Poly ISO 1
Minimum 1.5" thick 1, 10, 11, 14,17 or 2$' .01ITte
Minimum 2" thick 1, 16, 21, 22, 25 or It:::: ' 1 y ft -
HP Recovery
Minimum 1" thick
6666
'6666'
1, 5, 7, 10, 11, 14, 16,21, 22 sarA8
66 06
Multi -Max FA, WHITELINE, PYROX, AP, Ultra/M-H Iso/glas :' 0:0:
Minimum 1.2" thick 1, 5, 7, 16, 10, 11, 14, 21, 22 or 28
6'.
•• 0
ACFoam Composite, Poly ISO 2 Composite, Rhoflex Composite, Fesco Foam
Minimum 1.5" thick 1, 5, 7, 16, 10, 11, 14, 21, 22 or 28
High Density Fiberboard
Minimum 3/" thick
ISO 95+GL, HF, Rhoflex GL, HF
Minimum 1.2" thick
Minimum 1.4" thick
5, 7, 10, 11, 14, 21, 22 or 28
5,7or16
7, 10, 11, 14, 17, 21, 22 or 28
6666
6666
ft2
6.60
0
066.
1:3 W
1:2.67 ft2
1:2 ft2
1:3 ft2
66066.
.
6666..
.6000.
66666
6666. 0
666666
0
0
66.666
066666
0 6
NOA No.: 13-0411,03
Expiration Date: 08/31/14
Approval Date: 08/29/13
Page 7 of 10
Structodeck
Minimum %" thick
Wood Fiber
Minimum 1" thick
Oriented Strand Board
Minimum 7/16" thick
Fiber Base, Retro -Fit
Minimum 1/" thick
10, 11 or 14 1:2W
1, 5,7,10,11,14,16,21,22 or 28 1:2W
1, 5,7,10,11,14,16,21,22or28 1:2 ft'
1 or 28 1:2 ft2
Tnn incnlafinn T.avpr Tncnla�fiTn'n'�F�aaLOM Faso
iif W&& dens
Required over the insulations listed in Base Layer or optional over any of the insulations listed as Base or Top
Layer:
HP Recovery (for use over all insulation. types) Fiber Base (for use over polyisocyanurate, gypsum or perlite)
Minimum %11 thick 1 or 28 1:2 fe
Note: Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of
fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard
RAS 117 for insulation attachment.
Vapor Retarder: (Optional) Any UL or FMRC approved vapor retarder applied to the roof deck or over a base
layer of insulation.
Barrier: '/a", 3/g", V"', Or 5/8° gypsum.
Membrane #1: TPO-c, TPO-c FR, Reinforced, 45 or 60 mil membrane or TPO-c EXTRA, 72 or X80 mil
membrane fully adhered to the insulation using TPO Bonding Adhesive applied to t}ie M13strate......
at a rate of 1 gal/60 ft' or WBBA 2000 applied to the substrate at a rate otf• gat/60 ft :... .'
Maximum Design Pressure —45 psf (See General Limitation #7) 609:40 .. • . 0 0 0 0 ..
000006 . 0 •
Membrane #2: TPO-c Fleece Back 100 or 115 mil membrane fully adhered to the insulatith-ging VJBfl'-1+2000 :**00
applied to the substrate at a rate of 1 gal/ 120 ft 2 0000.. 0 ' • • • 96:00.
Maximum Design Pressure —45 psf. (See General Limitation #9) . 000 00:00
.. .. •. . 00000
0
Membrane #3: TPO-c Fleece Back Plus membrane adhered to the insulation in a full ntopping of approv ed • . :.
asphalt applied within the EVT range and at a rate of 20-25 lbs./sq. or Cold 4pplied."(K" rve •
applied to the substrate at a rate of 1 gal/67 ft 2• • • • • •
.. 0000 .
Maximum Design Pressure —45 psf. (See General Limitation #7) 0 * 0 0
Maximum Design
Pressure: See Membrane Options Above
NOA No.: 13-0411.03
Expiration Date: 08/31/14
Approval Date: 08/29/13
Page 8 of 10
Membrane Type: Single Ply, Thermoplastic, TPO, Reinforced
Deck Type 1I: Wood, Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type D: Membrane mechanically attached over preliminarily fastened insulation.
All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved
and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building
Code requirements and are field fabricated utilizing the approved membranes listed in Table 1.
incWAUW L"" 1UU1WtnF
��i,,{n,,��,aW=U ��c��Faso
Polyisocyanurate HP -H, Poly ISO -1
Minimum 1.5" thick
N/A
NIA
Note: All layers of insulation and base sheet shall be simultaneously attached. See base sheet below for fasteners
and density. Refer to Roofing Application Standard RAS 117 for insulation attachment requirements.
Insulation shall have preliminary attachment, prior to the installation of the roofing membrane. At an
application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and
four fasteners for any insulation board having no dimension greater than 8 ft.
Vapor Retarder: (Optional) Any UL or FMRC approved vapor retarder applied to the roof deck or over a base
layer of insulation.
Barrier: '/4", 3/g", ''/a", or s/g" gypsum.
Membrane:
TPO-c, TPO-c FR, TPO-c EXTRA, Reinforced, secured through the preliminarily attached
insulation as specified below. 0 •
Fastening #1:
EHD Fasteners with Piranha Plates 6" o.c. through the membrane in•t+he 51"
side day �n rows • •
spaced 6' o.c. followed by applying a 1'/Z" wide heat weld. • • • • • •
• ... .. 00:
M m Desi Pressure -67. s . See ever L m' tion 7 • • • • • •
Fastening #2:
....
EHD Fasteners with Piranha Plates 6" o.c. through the membrane in "C!5Y2"
.000 ...
•
side•lap•in rows-:--,,
spaced 8' o.c. followed by applying a 1'h" wide heat weld.•
.. ..
Maximum Design Pressure -52.5 psf. (See General Limitation #7)
.. . ......
• • • • • •
Maximum Design
• • • • • •
Pressure:
See Fastening Options Above ' 00
•
:*.so:
NOA No.: 13-0411.03
Expiration Date: 08/31/14
Approval Date: 08/29/13
Page 9 of 10
f I f
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control
Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shall be 4'x 4' maximum:
4• An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations
when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot
mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each
sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is
not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application
of either system shall be at a minimum rate of 12 lbs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as
tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below
275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the
fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing,
prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be
submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing
Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliancl with Roofmg Applicatiop.....
Standard RAS 117 and/or RAS 137. Calculations prepared, signed and sealed by a Florift registered*Rpofessional .'
Engineer, Registered Architect, or Registered Roof Consultant (When this limitatiaM it •`pecificglly-eferred...:.
within this NOA, General Limitation #9 will not be applicable.) � � � •
8• All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination desi08
�nC shallc'bhfan with •
Roofing Application Standard RAS 111 and applicable wind load requirements. .0 1 "" • • • • •
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure �ngs ii.e. fiA,*; imeter$,•' •'
and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced, jtpping at eM0nced :'
pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is $pedally referred •
within this NOA, General Limitation #7 will not be applicable.) 0 0 ; • • • • •
10 All membranes or packaging shall bear the imprint or identifiable marking of the manufaotarert name of 4Qgo and:.. • •:
the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County4oduct
Control Seal as shown below.
11. 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.
END OF THIS ACCEPTANCE
NOA No.: 13-0411.03
Expiration Date: 08/31/14
Approval Date: 08/29/13
Page 10 of 10
Any UL Classified EPS, any thickness, may be used below x
minimum 1 in, thick layer of Mule -Hide Produtt5 poiylsocyg
the insulation/membrane roofing system, but cannot exce
For Combustible Deeks -+Mass Ai
1. A minimum 3 in. layer or a minimum two layers.
over a combustible deck and is covered witPt any U
achieve a Cjass A fire Classification. 4 an. sltetriati
any combination, any thickness, may be usid,tte16
Composite". The Insulation may be, loosely laid 0 a
vapor barrier (non -UL classified) may 'slso be used
In. from the deck joints or from the insulation joint
Classification established for the membranolinsriW
2. A minimum 1.+9 in. layer of "Poly ISO 1 QWW of
Base Sheet 1S" or Elk "VersaShieid FB -IS" over a a
membrane used in any UL Class A PoOfing assembl
insulation (except expanded or extruded
total thickness of "Poly ISO 1-DWW or. "1h ISO I
and plates; hot roofing asphalt or cold adhesiveA
insulation joints must be. staggered a mininialm 4. i
maximum Incline shall be in accordance witti tbf C
however the incline can not exceed 1/2:12. '
3. A minimum 1 in. layer of Mule-Hicle Panels "Poh
with any UL Classified roofing membrane used. in a
alternative, any UL Classified insulation (exwpt eix
below the b in, minimum thickness of. Mule-Hi.de 0,
,pith fasteners and plates, hot roofing- aspheit orifi
insulation. All Insulation joints mist be staggered
below. The maximum incline shall be In a
assembly, however the Incline can not exceed 1/2:
For Combustible Oecks - Class. B. -
1.
:
I. A minimum 1.9 in. layer of "Poly ISO i-DWD' or "Poly
HP- WLC" or Atlas "AC Foam III" is placed diredtly over a i
membrane used In any UL Class 8 roofing assembly *Air
insulation (except expanded or extruded polystyrene,), im
thickness layer of "Poly ISD 1>DWD- or "Poly' IS01
and plats, hot'roofirig asphalt or cold adhesio A'
insulation joints must be staggered a franlmuen of In ,
maximum incline shall be in accordance with -the Clfic
however the incline can not exceed U2 12
k-HD-CompOsite",,or a minimum 2 In thick layer of Carlisle "Polyiso
uiftleAelck and is covered with any UL Classified roofing
3a$5` firs+ClassiftcatiO, As an aitemative, any UL Classified
hbinat4on, ate+ thickness, mey be used beiour tfie 1.9 lei. ininimum
r9itea '7'he, iii +'naY be It�ely laid or attached with f25teners
ar#rsan Ut, .. hedj: may s;!iset be used below the Insulation. Ali
Ie.¢eck,jol�lrsrfr+�n five insulation joints rilrectly belok+. Tfiie
pcI'�3r'tlle rrsemt�ItiejlnsulatYors roofing assembiY,
1, Unless otherwise indicated, insulation is acecfranitaily fasten to ttie ailcf deck.
http://database.ul.com/cgi-bin/XYV/templato,/L EXT/IFR.A /sho age.huW? ame=T... 6/271"2013)
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Page 15 of 30
Insu lathm (<%iim l): —.Any ULCWjsiW Enwlatiori, any thickness.
Barrfer Board: — "Pquie-E°e i=R �?ecic P'dn�E �, ?f 16 Eft.:i�t."
EN$eabraeN�: —Any UL Classit i Mks►@- ftiEEy. adhered' M, PVC, TPO orself-adhered modified bitumen cap sheet.
Note: maximum Incline is determined by'Phe existing EttClassification.
Insulation: — lohrts ManvU16 ENkgV 3#W { prone}'i"Obon or any UL Classified wood fiberboard, 1/2 in, thick
wren,
Membrane: — "Mule -Hide TPO-e Fleece li
R k�ttstC W Fastener!
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The membrane is mechanically fastened rsVer the insulation by mechanical fasteners and
plates placed In the field splices. field membrane Oftes,;6 In. wain wide, are adhered with "Mule -Hide Black Splice Cement" at 85
to 95 lin ft/gal. Before the splice is assembled, a 3 161n_ bead of "Mute -Hide In -Seam Sealant" is applied to the seam area.
In the Mule -Hide White -On -Black ERE? Mechanically fasisned Strw<fa
yst escrlbed below, the installation is the same as listed
above except "Mule -Hide White $pitce' tent" is. used in'pie Ge fi. O- uta HW Black. Splice Cement". Coverage rates are the same.
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