RF-10-1937Inspection Number: INSP- 152872
Scheduled Inspection Date: March 08, 2011
Inspector: Bruhn, Norman
Owner: SHAARBAY, TIRSIS
Job Address: 118 NW 93 Street
Project: <NONE>
Miami Shores, FL 33150-
Contractor: QUALITY ROOFING CONTRACTORS INC
Building Department Comments
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
RE -ROOF TO NEW COLOR THRU TILE AND FLAT
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
March 07, 2011
For Inspections please call: (305)762 -4949
Permit Number: RF -11 -10 -1937
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile /Flat
Phone Number
Parcel Number 1131010330910
Phone: (305)953 -3333
Page 4 of 16
No.
Result
No.
Result
No.
Result
No.
Result
No.
Result
No.
Result
No.
Result
1
V4
21
p
41
42
�..i.
61
62
Testing Equipment:
81
82
101
102
121
122
2
22
3
23
43
63
83
103
123
4
24
44
64
84
104
124
5
25
45
65
85
105
125
6
26
46
66
86
106
126
7
27
47
67
87
107
127
8
28
48
68
88
108
128
9
29
49
69
89
109
129
10
30
50
70
90
110
130
11
31
j
51
71
91
111
131
12
32
52
72
92
112
132
13
33
53
73
93
113
133
14
34
54
74
94
114
134
15
35
55
75
95
115
135
16
36
56
76
96
116
136
17
37
57
77
97
117
137
18
L
38
58
78
98
118
138
19
39
59
79
99
119
139
20
20
L
40
40
60
60
80
80
100
100
120
120
140
140
Job Address:
l 18 1I ! 93 6 . 7 - , NA ‘410.41
C - 4 - 1 • T Rs9 t 1444
.5 vw,5
. _ L
Permit # jr .11.1p •
Install Date:
9 $ ? Test Date:
2.23. 11
1..1- ) J
C o n t r a c t o r :
Type of Tile:
kJ *a N ` Re ti- Fog
r
Approx. Height
12. Floor:
Owner Name:
Tr P,..$ vs S i44tl Al
Slope:
4:1Z
App. Sq.Ft: 2., 1.®o
Testing Equipment:
Shimpo
Representatives of Florida International Engineering and Testing Lab., Inc performed the static load test on the roofing tile at
the above referenced project. The purpose of this testing was to verify whether the installed tile roofing system is capable of
resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade
Building Code Protocol TAS 106. The static load was applied utilizing a calibrated scale and force measuring instrument
(dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of
40 pounds force (lbf) was applied and also held for more than 5 second at each test location. In addition to the static load test, the
tested tile was also visually inspected for any kind of adhesion failure after completion of each test.
Based on our findings, we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test
load. Therefore we conclude that it meets the Miami Dade Building Code Compliance Protocol TAS 106. Attached is the roof plan
showing approximate test locations.
Respectfully Submitted:
Vinayagar M. Dalai:a-isluan V, P .E.
State of Florida Lie # 63107
FLORIDA INTERNATIONAL
ENGINEERING & TESTING LAB
INSIGHT •INNOVATION• INTEGRATION
4-111
FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC
16701 SW 117 Avenue, Miami, Florida 33177
Telephone: (305) 378 -1991- Fax: (305) 378 -1997
SITE SPECIFIC INFORMATION
Miami-Dade Lab Certification # 07- 0612.11
Job Address:
Contractor.
Other.
Sketch of Roof
11 P 1 / 410 q S T i M / A m / 'SW •L&
Q 44 L., 1 3,,,F 1
!■ 1■ i■■■ ia■ iaia 1i 'ii;aiaia:iiiiiSiiUiiii'ii .I■■
■■■■a aliiailaiiaaiiii !is.'ui'iii,%iiiannaiai■
■■■■■a■ iiia aaiiii 'iaiii'.ii1i'iiiiiiiii'iiii■
■■ i■a ii hail 'ai'ilia:a'u11ii'iaai,i11111 iii'aii ■■
■■ 1a■■■ al. i;a 111aaii ■i1 111a',iaaii1iii'a'a'a■!aiil■
■■ 1■ i' i■ ii' iiiiaaii' ai'iiii'ii'aitiii'i'i'iuiiii■
■ aaiia■' aiiiiiuiiiii !iiiaii',ii'aaii'iiialai■
■■alaiira' iii /aa'alai;iiai 111111111111Iiii'iia ■■
■ ■■a■alalaa■lalai.ia 11111iiaiiiiaiii1iii'aiii■
■ 1■ 11' laai■ iiiai, i.ia� =i!%iiii�a�iiiiii\:ii'ia■
111111111111111121111111121111EURIBREPREBRIBURSIIIIIIIIII
■iaiaaiiiiiiiil'11111, i is ialiaiaan111aa'ii''ia■
■ 1i■ aiiiiiiiii , i!'1111i1ii1li'i■11ia' ■1111iiiiiiia■
■■ afaliiaaaii `a;l ►�1ii�1iliii'ii■
■■a�'�a�:!lar7a �7i'�ii�iili� �iai��lf�iii1I �i;ii >>■■
■ ■111aa ■:R1/a1A1ai1a ■'at!i lini tital1'1'1i11ilia ■■
■■II [ A•IP % aalaiII' iiIi11aiPIi NiiliiiRt1'iiii'i ii■
IIIIIIISSMNINIEIEEVSEVIBRRICELaRRMSSIERBNRRRIUI
■■1111[ii aa'rE1a 'i�ai'.' -ZaIM i'SMIlit'11'it'AiNiaiZIMI
■ ■■i1 ■1ial i iI1i1 i' ii 'uBUi1►i!ii'1[i'iiiii'iaaa ■■
11111111 ■111/i1'S1111a1 :7a!1■S11'ii111iII1iaia!aaaa■
■ ■1111EIREHM[►iaiia'a'Si`a'T +RS i! 11i1'11i11111111i■
MB 1111111KBEKININSPRIBINIMEMEHORRIMINNUNNEIRSIIII
■■i1111112511A�� 7111i1iiriiii_ _i11111111� 111111'!11■
1111■11DR � PAill TC"' ZIT ai;Vi t 211111i■11111 111111■
■a1i16tEMEMIHIEVI1a IBIEaiaiiiRISSI 3 iii1'11'i1■
■■ ■iii%.: .' ®.11 aiiiuiiaaliii;i'i'ii�;itiiiili■
11111111i1111110141111i111111ay1'iiia';/,ii1BMIa!iii!i■■
■■ iliiiiii�aa111, 1ia��iiraliriia ;r�ii;iiiiiiial■
■ ■11■■auaa iui'11iii iiiiial fi,ii!iiiiiiiili■
■■■■■aaa■1■ 111111! aiiiaia'iia ■iiialiili'aliiiaa ■■
■11ai ■iiiilaa aiailiiii 'aa11iai111111.■i''ia1ai11■
■■■ iva■ ia■ iiii 'iii'iai11a'a ■ iiiiuiiai a ••iii■
■1■1aa11■'1■a■ hail' al iil■'1i1iii:1'ii'i'aiii''1ai ■■
■■ 11111iai■ aai1a1111iii1 11■'aia'11ii1i1iaail■
■■■ iiiiliiilili1iiaiii11i'iilai'ii'122iiial■
■ ■i1a1111liana' iii ,111111a.iiaii /iiiiui'aiiili■
Notes -- ri s ity ty' ,4 -A454 / R r /- /o -/93 7
T9. 7 -23-rr ::/
RE: Permit # R F - 1 C ---(o t °t
Q ck.r\o ,5 1\
License #: 000011 V S
Mitigation Retrofit Manual (Based on 553.844 F.S)
?6:a ,gdow4Vitlage
14 Voaeiseat
10050 NE 2 Ave
Miami Shores, Fl 33138
Phone 305 - 795 -2204; Fax 305- 756-8972
www.miamishoresvillage.com
INSPECTION AFFIDAVIT
DATE: la 3
, licensed as a (n) Contractor / Engineer / Architect,
(Print name and circle License Type) FS 468 Building Inspector
On or about Dec_ . t .M k O , I did personally inspect the roof deck nailing and/or
(Date & time)
secondary water barrier work at 1 V c) . 9 3 'k Wi=t ,, te% \ ( 3 / 5 0
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane
Signature
State of Florida
County of Dade:
The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above
property mentioned.
Sworn to and subscribed before me this
Notary Public, Sate of Florida at Large
NOTARY PUBLIC-STATE OF FLORIDA
Marylou Hernandez
, � Commission #DD930046
Fc OCT. 10, 2013
BONDED THRU ATLANTIC BONDING MONO.
*General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection.
Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each
inspection
1 I ir o
BUILDING
PERMIT APPLICATION
FBC 20
Is Building Historically Designated YES
Contractor' s Address 1 3800 N.W. • 1st Avenue
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
Permit Type: BUILDING ROOFING
Owner's Name (Fee Simple Titleholder) Tirsis Shaarbay
Owner's Address 118 N.W. 93 Street
City Miami Shores State Fl Zi 33150
Tenant/Lessee Name Phone #
Email
Job Address (where t h e work is being done) 1 1 8 N. W. 93 Street
City Miami Shores Village County Miami - Dade Zip 33150
FOLIO / PARCEL # 1 1 - 3101 - 033 -091 0
Contractor's Company NameQuality Roof ing Contractor
NO X Flood Zone
City Miami State Fl Zip 33168
Qualifier Name Carlos Arocho Phone # (786) 367 - 2029
State Certificate or Registration No. RC 0 058627 Certificate of Competency No. 0 0 0 017889
Contact Phone Marylou or Carlos E -mail , qualityroofing88 @yahoo.com
Architect /Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ 14,000.00 Square / Linear Footage Of Work: 200 0 s g f t Tile
Type of Work: ❑Addition ❑Alteration New ® Repair /Replace 60 emolition at
Describe Work: Reroof to a new colorthru tile and Elat cap sheet roof .
******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee` Permit Fee $ J() O CCF $ CO /CC $
Notary $ Training/Education Fee $ Technology Fee $
Scanning $ Radon $ DPBR $ Bond $
Double Fee $ Violation date:
Structural Review. $ Total Fee Now Due $
WrA
, NOV 0 2 2010
By :....
Phone# (305) 953 -3333
See Reverse side -�
Permit No. X10
Master Permit No.
Phone# (786) 273-8191
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR 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 b' opproved and a ei spection fee will be charged.
Owner or Agent ( / Contractor
The foregoing instrument was acknowledged before me this 2S The foregoing instrument was acknowledged before me this
9 - ,51-)64.0(
day of 69 , 2 // 0 , by 17 �, J s K ba , day of (J , 20/ Q , by A-do J -0 ,
who is personally js.noiain to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
NOTARY PUBLIC:
APPROVED BY
(Revised 07/10/07)( Revised 06/10/2009)
G
Signature
Sign: #.1 Sign:
Print: NOTARY ;FLRLICSTA a yIDA Print: '
My Commission Expires: 's MarylPu Hernandez My Commission Expire
i Conu n sion # DD930
v
• ,,,, ? E4Plres; QCT.10, 2013 Rn ° _ Fires: r'' 0046
BP TlilW A74071 C BONDING CO., INC ,„, ,„
v.wjay co
Plans Examiner Zoning
Engineer
m omm s erna z
Clerk checked
building because:
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.:.:. `; F.S.
Re: Owner's Name: Tirsis Shaarbay
Roofing Permit Number:
Dear Building Official:
Tirsis Shaarbay
PropertyAddress: N.W. 93 Street Miami Shores, Fl 331
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
To: Miami Shores Village Building Department Date: 9/23/lo
10050 NE 2 Ave
Miami Shores, Fl 33138
certify that I am not required to retrofit the roof to wall connections of my
The just valuation for the structure for purpose of ad valorem taxation is Tess than $300,9,00.90 Please attach preef et ad
4 �y
valorem taxation.
•• • • •
•
❑ The building was constructed in compliance with the provisions of the Florida Building Code.(FBC) orwiththe prd3iiIitts
• •
•••• ••••
of 1994 edition of the Sou ' Fonda Building Code (1994 SFBC)
Signature
Revised on 5/21/2009
Print Name
1 • • • • •
/jrsi3 .5
•
• • •
• • •
•• •
••
•
• . • •
•
•
•
• •
•
•
•
•
•
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he /she is th - owner for the above property mentioned.
Sworn to and subscribed before me this 2t day of ,2610
NOTARY PUBLIC-STATE OF FLORIDA
/ ' Marylou Hernandez
Notary Public, Sate of Florida at Large �s ' / i- _ i� Commission #DD930046
•.,,,,,,,: Expires: OCT. 10, 2013
BOX= Tali ATLANTIC BONDING CO INC,
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than 'tc,an ,000.00, and the building was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
y
ON R
Miami Shores Village
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
, / l /
// ��c)
FEDERAL
!;t 111,11 0 r 10 COMPLIANCE WITH ALL
l I n f i ANI) COON FY RULES AND REGULATIONS
SECTI
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 govem the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor. 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
providing 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
such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of
the agreement between the owner and the contractor.
2. Renallirrg wood decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to removing the existing roof system).
3. Z1JCommon roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing to be perforated.
4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
be viewed from below. The owner may wish to maintain the architectural appearance; thereforr,,rgg nail
penetration of the underside of the decking may not be acceptable. This provideshe ppijon of maintaining tile• • •
appearance. , _ •
. 0/ Ponding water: The current roof system and/or deck of the bur g m ot -'n s and mai
ca + water to pond (accumulate) in low-lying areas of the roof. Pounding ' 1s • a on • « tural
distress and may require the review of a professional structural engineer. P
expectancy and performance of the new roofing system. Pounding conditi • • `k v i the
original roofing system is removed. Pounding conditions should be co
6. Overflow scuppers (wall outlets): It is required that rainwater the is not •
overloaded from a buildup of water. Perimeter /edge wall or other roof extension mdf blobk thistiltdifarge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers TIT
accordance with the requirements of Sections R4402, R4403 and R4413.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
intenor of the structure assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be neficial to consider add' 'onal venting which can result in extending the service fife of the
y
/
Owner /Agent'Ygnature
Revised on 7/9/2009 LD
gmamwsisi
Nov 0 � 2010
BY:
Contractor Signature Date
/o/d_irk
•
•
• •
•
••
•
•
Florida Building Code Edition 2007
HIGH Velocity Hurricane Zone Uniform Permit Application Form
IR Low Slope
❑ Asphaltic
Shingles
Section A (General 9nformiatio
ROOF CATEGORY
❑ Prescriptive BUR -RAS 150
ROOF TYPE
O New Roof I( Re- Roofing 0 Recovering 0 Repair 0 Maintenance
ROOF SYSTEM iNFORMATi •pN
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
600sgft.
Master permit No. Process o.
Contractor's Name Quality Roofing Contractor, Inc.
Job Address 11 8 N.W. 93 Street
O Mechanically. Fastened Tilell Mortar /Adhesive Set Tile
O Metal PaneUShingles 0 Wood Shingles/Shakes .
2000sgft. 2600sgft.
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow
drains. include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and
location of parapets ,
• •
■■■■■■■B' MEMM■■■■E■M■■■■M■■E■EEL HIMM■■Prminimiu m
■■■■■■■ BI •I ■ ■ ■ ■ ■ ■MEMME ■ ■ ■ ■ ■ ■ ■■ ■Elii•liJ ■ ■MM4NEE■ ■SE■
■■■■■■ ■••i■■■ME■ME■E■M■■■EEE■MEM'I IMMEEEww■EERImmm
■■■■■■ MEWO MME E■■■ ■E■■EMME■M■E■lMIIM■■Edr■E■EMMa■
■■■■iNsME:■..■E ■■■■■■■■. ■■■■■■■■■■■■■EMMIrailiMMEM
■■■■ii MOMM■■M■■■EMMEME■E■tfi M■■E■EIM■EMIAHi.4■:FWERM
■■ /■I•smmmiliEaiiimammmaam Liu■mai•■Mi•>• mmik ammiumamm
■■■■ ilimmammili ■■■ ■■■M■■EE■■■■■■M■■E■■!1nnam■uumm
■■■■ AMMEM■► M■■ E■ E■■■■ ■■E■■■ ■■■EE■■M■MMEMVERMME■
■■■■iiB■■■ ■ ■ ■mmm ■■■E■■E ■■■E ■■■EE maimmc_*uaum
•••• Ii•■■■E■■■n►■■i■■■■ z - mm .:..a■aaE■ww■■
■■■■AMEM■■■■> tea■■ ■■■■■■■■M■■■■■MM ■■■■■MMM■■EMMC■
■ EE■•■ E■E E■■! IMMIC EM■ ■ ■ ■ ■M■■EM■EM■MEMMMOMM■IUbM•■
■■■■ AMME■■ M■ M■■ EM MEMME■ ■EE ■E■■ ■EE■ ■■■■■MMEMOME■
■ ■ ■ ■AMME ■E■■ iii ■ ■■■ ■■NEnommrarim' ... -- - EMMEM
■■■■ MMEM■■■■• i■■■■■ ■ ■ ■i11PM ■EEM■EEM ■E ■ ■ ■ ■ ■ ■■■ ■ ■ ■ ■■
■■■■ MEM ME■E■N■■■■■■ ■■11II1 ■ ■ ■■ ■ ■MEEE■• ■ ■ ■E■ ■■ ■■ ■ ■■
■ ■ ■■MMEME■E■P ■■■ E■■ EE111•I ■E■ ■E■EEEEEE■■■■EEE■■ ■M■
■■ ■■MAINE■ ■EE►\ ■■■■ ■■111 ■ME■■■■■■ ■EE■ ■■ME■ ■E■■■ ■■
■■■■MEAMMEM■■■MEMEMMIII RILMEM ■M■EEEMM■ ■■■■ ■M■■■■■
■ ■■■.MMO ■■MINIMS 1ME■■11 ME■■■■■MMEM ■E■ ■■E ■E■■■ ■M■
■■■■MEEEMEMEE■■■EEMMEII EMEME■■■MEM■■■■■■EMEm■■■
■ ■ ■11.2■■■■■■■■■■■■MMMIII E ■M■EEMME■MM■■■ ■MEMMEM■■
■■■■■■ mmomimmommmommEMM ■ ■E■■■ ■EE ■E ■EE■■EEMMMEM■
■E■ ■'•MME.. =E■• Il R■ ■MMM■■■■■MEM ■EE■MME IMMEMM
■■■■■■■ E■■ INIMM ■E■MM■ME■■EE ■E■■■ ■■■■EM■ ■EM■ ■E■
• •
•
• •
• •
• •
..
•
. .
•
•
Section C (Low Slope Appiical:I )
Fill in specific roof assembly components
and identify manufacturer
(if a component is not used, ids ::; ' as "NA")
System a;,,,_Y.rnuffactaurer: Certain Corp.
Product ApproVai o.: 08-0227
Design Wind Pressures, From BIAS 928 or Calculations:
Pmaxi : -49 .2 Pmax2 :-82 a 6 Pmax3: -124.3
Max. Design Pressure, from the•specific Product
Approval system: -52 .5
Deck:
Type: wand 1 X 6
Gauge/Thickness: N/A
Anchor /Base Sheet & No. of Ply(s): N/A
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer: N/A
Base insulation Size and Thickness:N /A
Base Insulation Fastener/Bonding Material:
N/A
Top insulation Layer: , N/A
Top Insulation Size and Thickness: N/A
Top Insulation Fastener/Bonding ;?,: to :
Niek
Base Sheet(s) & No. af.Ply(s): (1) Base
Base Sheet Fastener/Bonding Material:
Ply Sheet(s) & No. of Ply(s): (2) p1v 1V
Ply Sheet FaStener18011ding Material:
Top Ply: wi n�- Cap sheet
Top Ply Fastener/Bonding Mate "al:
FLORIDA BUILDING CODE— BUILDING
Florida Building Code Editi •- n 2
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
7
HI - Velocity MailiCallitg Tone Uniform Permit Application Forret.
Surfacing: N/A
Fastener Speck* for Anchor/Base Sheet Attachment;
Field: oc g Lap,* Rows _ G _a_" oc
•
•
Perimeter: 6 a at @ Lap,* Rows
Conner: oc g Lap, # Rows A_
• • •
•• •
• • FT.
•
•
0000
• •
000•
.0 •
• • •
•
••••
••••
oc
oc
Number of Fasteners Per Insulation Board:
Feld _ELL Perimeter Nig_ Corraeriv /a
Illustrate Components Noted and Details as
Usable:
Woodbtoddng, Gutter, Edge Termination, Stripping. Flashing,
Continuous Cleat, Cant Strip, Base Flashing, Counter -
Flashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material Thickness, Fastener
Type, Fastener Spacing or Submit
s( se-
1 ? , 0 i s
0• •••
•
0• •••
•
• •
•••
•
MU'
Heig ..1
Florida Building Code Edition
HIGH velocity Hurricane Zone Uniform wit A
4(1 to
form
Roof s ys t em m anu f ac t ure Hanson Roof Tile
Product Approval number 09- 0928.03
inimuin Design Wind Pressures, if Appl ,• le (From RAS 1127 or Calculations):
P1: -45.1 P2: -78.6 P2: -116.2
Mandmum Design Pressure
Product Approval Specific System 3 9.0
orilleAMacinimmt Polyfoam Adhesive setting
Roof Slope
3 :12
Tye:
Type IDnderiaynoen
insulation:
Fire Barrier
Ridge Ventilation?
N/A
I Mean Roof Height: 1 3 '
Section ® (Steep Sloped Roof System)
Steen Sloped Roof System Descri ti
I wood 1 X 6
(1) 301b. ASTM D -226
I N/A
Mdhesh►e Type:
1 N/ A
Fastener Type 8c spacing: 6 " o/c @ l a ; •
11 1/4" R/S nails 2 r • 7
Roof Covering:
rs e.lf ad.zering
..•
•
•
•
Type Cap Sheet I Polystick TU Plus
Type Size Drip
• •
•
!Hacienda double roll __.__.
.•
• •
1 3 X 3 26qa. galva!zized :4
• • •
.• •
•
•
.•.
• • •
•
•
• •
•
•••
•
•.
• O. .. i
•
••
• •
•••• • •
• •
Mr Required Moment of Resistance*
Mean Roof Height-,
Roof Slope .1.
18'
20°
26'
30'
40'
2:12
34.4
38,5
38.2
39.7
42.2
3:12
32.2
34.4
360
37.4
38.8
4:12
30.4
32.2
33.8
36.1
37.3
5:12
28.4
30.1
31.6
32.8
348
8:12
28.4
28.0
264
30.5
32.4
7:12
244
25.9
27.1
28.2
30.0
Florida Building Code Edition 2007
HIGH Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Caictuiations)
For moment based tile systems, chose either Method 1 Or 2. Compared the values for M. with the values from M. If the M, values
are greater than or equal to the M, values, for each area of the roof, then the the attachment method Is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(P,:- 4 5.1x ). 0.32 14.43. M, 7.29 =Mr, 7.14 Product Approval M, 39.0
(P2: xA 19- 7 79 =Mq 1 7_B6ProductApproval M,
(Ps: 1116 M - =M.3,19, Approval Mr 1
Method 2 " Simplified Tile Calculation per Table Below"
Required Monidnt of Resistance (Mr) From Table Below Product Approval Mf
Appeals.
(Pi:
(Pa:
(Ps:
Method 3 "Uplift Based Tile Calcul atl •
x w := ) - w• x cos 9.
x 1: = X w:= i- w• x cos B.'
x 1: = x w:= )- w: _x cos 0:
ons Per RAS 127"
=F„__ Product Approval F'
=Fa_Produat Approval F'
nFa_ Product Approval P
Where to Obtain Information
Description
Design Pressure
Mean Roof Height
Roof Slope
Aerodynamic Multiplier
Restoring Moment due to Gravity
Aft rent Resistance
Required Moment Resistance
Minimum Aid Resistance
Requtred Uplift Resistance
Average Tile WeMht
TIC Dimensions
Symbol
P1 or P2 or P3
H
0
md,
Mr
M,
Fr
w
I=L. ttgth
W.width
Where to find
RAS 127 Table 1 or by an engg analysis prepared by PE traced on
ASCE 7
Job Site
Job Site
Product APProval
Product Approval
Product Approval
Calculated
Product Approval
• •
Calculated
• •
Product Approval
•••
Product Appmvel
•
•
••••
All Calculations must be submitted to the Building Official at the time of permit application
•
•
• •
••••
•
•
•
• •
•• ••
• • •
• •
• •
• • •
•• •
•Must be used in
conJuction with a list
of moment based
tile systems
endorsed by the
Broward County
Board of Rules and
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 thef r values, for each area of the roof, then the tile attachment is
acceptable.
•
•
•
•
•
•
• •
••••
• • •
• • •
• ••
•
• •
• • •
• •
•
• •
•
• •
• •
• •
••••0 '
•
• •
• •
MIAMIDiADE
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Hanson Roof Tile
1340 SW 34 Ave
Deerfield Beach, FL 33442
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County
and 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)
reserve the right to have this product or material tested for quality assurance purposes. If this product or
material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing
and the AHJ may immediately revoke, modify, or suspend the use of such product or material within
their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade
County Product Control Division that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Hanson Hacienda Double Roll Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted
herein
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this .product
TERMINATION of this NOA will occur after the expiration date or if there has been arevi'sion oil
change in the materials, use, and/or manufacture of the product or process. Misuse of ttrisNOA as an
endorsement of any product, for sales, advertising or any other purposes shall automatictll''4erminate •
this NOA. Failure to comply with any section of this NOA shall be cause for termination'an'd.remova'1 of •
NOA.
""
"
•
•
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Comity,. Florida, agd'
followed by the expiration date may be displayed in advertising literature. If any por1itm eethe NOA •s
displayed, then it shall be done in its entirety, � •
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturee or its • • • •
distributors and shall be available for inspection at the job site at the request of the Building Official••••
This revises NOA No. 07- 0914.06 and consists of pages 1 through 5.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 09- 0928.03
Expiration Date: 12/16/12
Approval Date: 11 /18/09
Page 1 of 5
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material:
1. SCOPE
This approves a roofing system using Hanson Hacienda Roof Tile, as manufactured by
Hanson Roof Tile in Hobe Soun4 Florida and as described in Section 2 of this Notice of
Acceptance. For the locations where the pressure requirements, do not exceed the values
listed in section 4 herein. The attachment calculations shall be done as a moment based
system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant Dimensions
Length: 171/4"
Hanson "Hacienda" Width: 13"
%2" thick
Trim Pieces
2.1 EVIDENCE SUBMITTED
Test Agency
American Test Lab of
South Florida
PRI Construction
Materials Technologies
PRI Construction
Materials Technologies
IBA Consultants, Inc.
Roofing
Roofing Tile
Concrete
Length: varies
Width: varies
Varying thickness
Test Identifier
RT0922.02 -09
HRT- 054 -02 -02
HRT- 054 -02-01
2381 -249
Test Product
Specifications Description
Low profile, interlocking, extruded concrete
roof tile equipped with two nail hole and
double roll ribs. For direct deck or battened
nail -on, mortar or adhesive set applications.
Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
TAS 112
TAS 112
Test Name/Revert
TAS 102
TAS 101
TAS 101
TAS 112
Date
09/22/09
• • 09/1��0
• • • •
•• • • • •
09/22/09
•
•
• • •
• • • • •
.. • •. • ••
•
• • •
• •
• • •
• • •
•• • ••••
• •
NOA No.: 09- 0928.03
Expiration Date: 12/16/12
Approval Date: 11/18/09
Page 2 of 5
Table 3: Restoring Moments due to Gravity - M (ft-Ibf) •
Tile
Profile
2 ":12"
3 ":12"
4 11 :12"
5 ":12"
6"714. . . .
• .._•
7 ":14.9r
gr0gtpl•
Dirrgt Dock
r.e4. •
Hanson Hacienda
Direct Deck
Direct Deck
Direct Deck
Direct Deck
Diregt.Rgclt
6.44..'
7.37
7.29
7.17
7.02
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight -W (Ibf)
Length -I (ft)
Width -w (ft)
Hanson Hacienda
10.0
1.4375
1.08
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
RAS 106 may be required, refer to applicable building code.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to
perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be
submitted to the Building Code Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof
slope unless stated otherwise by the underlayment material manufacturers published
literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
4. INSTALLATION
4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with
Roofmg Application Standard RAS 118, 119, & 120.
4.2 Data For Attachment Calculations
• • •
.. •
• • •
• •
•
•
•
• •
NOA No.: 09- 0928.03
Expiration Date: 12/16/12
Approval Date: 11/18/09
Page 3 of 5
•
•
•
• •
• •
•
•
•
• • • • •
• • •
.. • •••• • •
Table 2: Aerodynamic Multipliers - A. (ft
Tile
Profile
X (ft)
Batten Application
24. (ft)
Direct Deck Application
Hanson Hacienda
N/A
0.32 •
•
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
RAS 106 may be required, refer to applicable building code.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to
perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be
submitted to the Building Code Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof
slope unless stated otherwise by the underlayment material manufacturers published
literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
4. INSTALLATION
4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with
Roofmg Application Standard RAS 118, 119, & 120.
4.2 Data For Attachment Calculations
• • •
.. •
• • •
• •
•
•
•
• •
NOA No.: 09- 0928.03
Expiration Date: 12/16/12
Approval Date: 11/18/09
Page 3 of 5
•
•
•
• •
• •
•
•
•
• • • • •
• • •
.. • •••• • •
Table 4: Attachment Resistance Expressed as a Moment - Mq (ft-Ibf)
For Nail -On Systems
Tile
Profile
Hanson Hacienda
Fastener Type
Two (2). # 8 x 3" Screws
Direct Deck
(min 15/32"
plywood)
35.9
Direct Deck
(min. 19/32"
plywood)
35.9
Battens
N/A
Table 5: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf)
For Two Patty Adhesive Set Systems
Tile Application
Tile
Profile
Hanson Hacienda
Tile Bond
Minimum Attachment
Resistance
44.4
1 Dow Chemical Tile BondTM. Two patty's of 11g were installed as per Tile Bond NOA.
Table 6: Attachment Resistance Expressed as a Moment - Mt (ft-ibf)
For Single Patty Adhesive Set Systems
Tile Application
Tile
Profile
Hanson Hacienda
Polyfoam PolyPro
Polyfoam PolyProT"°
2 Medium paddy placement of 24grams of PolyProTM AH -160.
3 Large paddy placement of 54grams of PolyProTM AH -160.
Minimum Attachment
Resistance
29.2`
39.0'
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 ".
Hanson
HANSON HACIENDA ROOF TILE
TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE or E)
... ....
• •
.... ....
6.1.2
• • •
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the ToJJ8vJ�ng:
6.1.1 This Notice of Acceptance.
• •
Any other documents required by the Building Official or applicable
building code in order to properly evaluate the installation of this
system.
•
• •
•
• • •
• ..
•
•
•
•
.. ..
NOA No.: 09- 0928.03
Expiration Date: 12/16/12
Approval Date: 11/18/09
Page 4 of 5
•
FASTENER HOLES
PROFILE DRAWINGS
HANSON HACIENDA CONCRETE ROOF TILE
UNDERLOCK
1
END OF THIS ACCEPTANCE
OVERLOCK
•
• .
.. •
•
•
•••• ••••
•
•••• ••••
.. . • • •
•• •• • . .
•
• . .
•
• ▪ •
• •
.. • . ...
• •
••••
NOA No.: 09- 0928.03
Expiration Date: 12/16/12
Approval Date: 11/18/09
Page 5 of 5
MIAMI
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
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 by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County
and 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)
reserve the right to have this product or material tested for quality assurance purposes. If this product or
material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing
and the AHJ may immediately revoke, modify, or suspend the use of such product or material within
their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade
County Product Control Division that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester and MU Underlayments
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product. •
TERMINATION of this NOA will occur after the expiration date or if there has been a. •rpvisioft or
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as as: .
endorsement of any product, for sales, advertising or any other purposes shall autoniativaly terminate
this NOA. Failure to comply with any section of this NOA shall be cause for terming ipp.and remmygi of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Oclittl, Flotidp 'old
followed by the expiration date may be displayed in advertising literature. If any Pe& 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 orWfs* " '
distributors and shall be available for inspection at the job site at the request of the $alfldiag Offioiak • •
••••
This NOA revises NOA No. 06- 0505.01 and consists of pages 1 throu _, " 6.
The submitted documentation was reviewed by Jorge L. Acebo.
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375.2901 FAX (305) 375 -2908
• •
•••. ••••
NOA No.: 07- 1025.10
Expiration Date: 09/13/11
Approval Date: 04/10/08
Page 1 of 6
•
•
•
•
•
•
•
ROOFING COMPONENT APPROVAL
Category:
Sub - Category:
Material:
PRODUCTS DESCRIPTION:
Product
Polystick P
underlayment
Polystick Basik
underlayment
Polystick IRJ]RX
underlayment
Polystick TU
underlayment
Polystick TU Plus
underlayment
(Facer of Membrane
Labeled in Orange
or VIA& Ink) . •
..
•
• • • ••
Polystick'TU
Polyester
• •
••••
Pol1stitkttU • . • • . • Roll:
• • underlayment • 65'8" x 3'3
• • • • 80 mils thick •
• • •
▪ •••• • .•
• •
••••
Dimensions
Roll:.
75' x 3'
40 mils thick
Roofing
Underlayment
SBS , APP Self - Adhering Modified Bitumen
Test
Specification
ASTM D 1970
Roll: ASTM D 1970
65'8" x 3'3-
60 mils thick
Roll:
65'8" x 3'3-
80 mils thick '
Roll:
32' 10" x 3'3 -
100 mils thick
Roll:
65'8" x 3'3
80 mils thick
• Roll:
32' 10" x 3'3 -3/8"
••••• 130 mils thick
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103 and
ASTM D 1970
TAS 103
TAS 103 and
ASTM D 1970
Product
Description
A polyethylene top surface, self- adhering, SBS
polymer modified bituminous sheet material for
use as an underlayment in sloped roof assemblies.
Designed as an ice & rain shield.
A homogeneous, rubberized asphalt
waterproofing membrane, glass fiber reinforced
with polyolefinic film on the upper surface for
use an underlayment for metal roofing.
A fine granular /sand top surface self-adhering,
APP polymer modified, fiberglass reinforced,
bituminous sheet material for use as an
underlayment in sloped roof assemblies.
Designed as an ice & rain shield and as a flat roof
file underlayment.
A heavy granuled surface self adhering, APP
polymer modified, fiberglass or polyester
reinforced, bituminous sheet material for use as
an underlayment in sloped roof assemblies.
Designed as a a roof tile underlayment.
A non - wicking fabric surfaced, self- adhering,
APP polymer modified, fiberglass reinforced with
a high strength polyester fabric, bituminous sheet
material for use an an underlayment in sloped
roof assemblies. Designed as a metal roofing and
roof tile underlayment.
A rubberized asphalt waterproofing membrane,
glass-fiber/polyester reinforced, with a granular
surface designed for use as a tile roof
underlayment.
A non - wicking fabric surfaced, self-adhering,
APP polymer modified, fiberglass reinforced,
bituminous sheet material for use an an
underlayment in sloped roof assemblies.
Designed as a metal roofing and roof tile
underlayment.
NOA No.: 07-1025.10
Expiration Date: 09/13/11
Approval Date: 04/10/08
Page 2 of 6
EVIDENCE SUBMITTED:
Test Agency
Exterior Research & Design. LLC
Trinity Y ERD
Test Identifier Test Name/Report
#11756.04.01 -1
#11756.08.01 -1
#02202.08.05
#P5110.08.07
TAS 103
ASTM D 1970
TAS 103
TAS 103
PRI Asphalt Technologies PRI01111 ASTM D 4977
PUSA-005 -02 -01 ASTM D 4977
PUSA -018 -02 -01 ASTM D 2523
PUSA -035 -02 -01 TAS 103
PUSA -033 -02 -01 ASTM D 1970
Momentum Technologies, Inc. JX20H7A ASTM D 4798
INSTALLATION PROCEDURES:
Deck Type I:
Base Sheet:
Fastening:
Membrane:
Surfacing:
ASTM G 155
Date
04/27/01
08/14/01
08/29/05
08/29/07
04/08/02
01/31/02
07/14/03
09/29/06
01/12/06
04/01/08
Wood, non - insulated, new construction
One or more plies of ASTM D 226 Type 11 or ASTM D 2626 or Polyprotector UDL or
Polyprotector UDL AS.
Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only)
Polystick membranes self - adhered.
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 shalLbe 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 poi. • : •
rolling the membrane from the center outward in both directions. •
•
5. For ridge applications, center the membrane and roll from the center outward in•lset directs ®aa.
6. Roll or broom the entire membrane surface so as to have full contact with the y :take, giv •
special attention to lap areas.
• • • • •
•• • •• • • • ••
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roofbly curreflt
•Product Control Notice of Acceptance. •
•
& All protrusions or drains shall be initially taped with a 6" piece of underlaymint. te flashing.
tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A sewn • -
layer of Polystick shall be applied over the underlayment.
NIA No.: 07- 1025.10
Expiration Date: 09/13/11
Approval Date: 04/10/08
Page 3 of 6
Tile Profile
Polystick IR/IRX
Polystick MU
Polystick TU, TU Phis
TU Polyester
Flat Tile
5:12
No limitation
No limitation
Profiled Tile
Prohibited
5:12
No limitation
•
•
• • •
• •
•
GENERAL RAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick P, Basik and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non-
structural metal roofing, and quarry slate roof assemblies. Polystick P and Basik shall not be used
as roof tile underlayment.
3. Deck requirements shall be in compliance with applicable building code.
4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of
irregularities.
5. Polystick membranes shall not be adhered directly over a pre- existing roof membrane as a recover
system.
6. Polystick P, Basik, IRI]RX, TU, TU Polyester and MU Underlayments shall not be left exposed as
a temporary roof for longer than 30 days after application. Polystick TU Plus shall not be left
exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right
to revise or alter product exposure times; not to exceed the preceeding maximum time limitations.
7. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 9B -72 of the Florida Administrative Code.
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the
roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set
and mechanically fastened roof tile applications. Polystick IR/IRX is limited to mechanically
fastened roof tile applications. Polystick TU Polyester may be used in both adhesive set and
mechanically fastened roof tile.applications with the exception of mortar set tile applications. The
maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be
as described below:
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.
9. 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 Polygllass Tile loading detail for loading
procedure.
• •
•
• •
• • ••••
• •
••••
•
••• O
•y�
• CM
•••`
• • ••••
•
0
6
Roofing T1Ies
(6 Max. Per Stack)
92
NOA No.: 07- 1025.10
Expiration Date: 09/13/11
Approval Date: 04/10/08
Page 4 of 6
GENERAL L
10. Refer to prep
product with
Polyester
Polystick P, I3
in the Notice
not listed, a
County
provided to
q??RO.Y+EE1
LABELING:
L All membranes
name or logo
Miami -Dade
UILDI NG PE
Application for buil
1. This Notice of A
2. Any other doc
evaluate the ins
LYGLASS GE
1. Polyglass d
Installers are
to ensure this
correspondin
2. All rolls, wi
selvage edge
applied with
otherwise all
Polystick
face of me
area being b
3. All seal lap
4. All fabric ov
Polyglass Poi
Flashing Ce
Flashing Ce
421 Mod Bit
lap. The use
5. A maximum
Polyglass Til
A'g°t NS: (CONTINUED)
roofing syn. Pr • i +uct Control Notice of Acceptance for listed approval of this
ific prepares roofing products. Polystick P, asik, Ilt/1RX, TU, TU Plus, TU
may be used with any approved roof covering Notice of Acceptance listing
ik, IR/1RX, T"J, TU Plus, TU Polyester & MU as a component part of an assembly
f Acceptance. 1f Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU is
uest may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade
Control !s D artment for approv provided that appropriate documentation is
compatibility of the pr • sucts, wind uplift resistance, and fire testing results.
or packaging shall bear e imprint or ide,' tifvable marking of the manufacturer's
the following statement "Miami -Dade County Product Controll Approved" or the
ty Product Co trol Seal as shown below.
fabric; and
lus 55 Premi
nt, Polyglass
nt, Mule -HI
asking A. es
f mastic betw
f 6 tiles per
Loading Guid
uNzEmENTsg
l"PPROGED1 .
g permit shall be acco anied by copies of the following:
eptance.
is required by the Building Official or applicable building code in order to properly
ation of this materials.
RAL APPLICATION G ELIINES Ptt7R POLYSTIIcK MEMBRANES:
accept the direct application of Polystick underlayment membranes to wood decks.
utioned to refer to applicable local building codes prior to direct deck installation
acceptable. Please also refer to applicable Product Data Sheets of the
products.
the exception of Polystick TU Plus and Polystick MU should be back - nail... in
as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type
minimum 1" metal disk as required in Dade County or simplex type nail as .
wable in other egions, at a minimum rate of 12" o.c. Polystick Ttlis:a.nd • •
should be bac . milled in designated area marked "nail area, area pa .olavar" en the
e, with the a , •ve sta nails an or disks. The head lap membf ttriSto cover the
k nailed. (P1 - refer to applicable local b ,' ding codes prior to i& % .....'
(selvage ; ps) must be roll with a hand roller to ensure full.a oataat. • ....
ule over gran e end laps, shall have a 6" wide, emiform layer of '
Modified Flashing Cement, Polyglass Polyplus ro'geiniumle
5,' r :; Flashing Cement, Mule- (Elide 241 Premium Modifieel
251 Premium. Wet/Dry ` 4 astomeric Flashing Cemmnu'orNule -1 cle.
ve Trowel Grade mastic, applied in between the application ofts..
n the laps does not apply to Polystick IBasik.
k are allowed when loading tile on the underlayments. Refer to the
lines.
NOA No.: B7- IlO25.1O
Expiration late: i ° /13/11
Approval Date: 04/10/08
Page 5 of 6
6. Battens and/or Counter - battens, as required by the tile manufacturers NOA' s, must be used on all
projects for p tch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6
1/4"/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the
loading proce s.
7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight
(48) Hours.
8. Polystick TU Plus, Polystick MU may not be used in any ex sed application such as crickets,
exposed va1l s, or exposed goof to wall details.
9. Repair of Pol$'stick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium
Modified F1a hing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass
PG500 MB Plashing Cement, Mule -Hide 241 Premium Mimed Plashing Cement, Mule -Hide 251
Premium W Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive
Trowel Grad mastic to the area in need of repair, followed by a patch of the Polystick material of
like kind sh d be set and hand rolled in place over the area needing such repair. Patching
membrane shall be a minimum of 6 inches in either direction. The repair should be installed in
such a way sd that water will run parallel to or over the top of all laps of the patch.
10. All self - adhered membranes must be rolled to ensure full contact with approved substrates.
Polyglass rewires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane.
Hand rollers e acceptable for rolling of patches or small areas of the roof.
11. All approved substrates should be dry, clean and properly prepared, before any applicatio u of
Polystick me . ' es commences. An approved substrate tec 'cal bulletin can be furnished upon
request. It is recommended to refer to applicable building codes prior to installation to verify
acceptable substrates.
12. The Polyglasi Miami Dade Notice of Acceptance (NOA) approval for Polystick membranes and
PolyProtecto UDL can be funished upon request by our Technical Services Department by
calling 1(800) 894 -4563.
13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self- : ••• •
adhered und+layments. Wa ranty must be requested and registered by Polyglass to briar for
gards to the application of Polyglass products should be directed to 4 Technioal • •
nt at 1 (8C0) 894 -4563. •
14. Questions in
Services D
15. Polyglass r
outlined by
PLEASE CHECK WITH LOCAL ULLDJNG C EAS ES REGARDING LIMITATIONS :pi ' • •
onmiends that applicators follow good roofing practices and applicable & edures ..'
ae National Rocfing Contractors Association (NRCA). •
• • • •
•. •
• •
L iu
REQUIRES AND RECOMMENDATIONS.
END OF ;: la'° S ACCE ' FACE
••. •
SPECIFIC APPLCATIONS. LOCAL CODES MAY SUPERSEDE IOLYGLASS; • : ; ...:.
• •
• • • ••••
• •
• ••••
NI No.: 07-1025.10
Expiration Date: 09/13/11
Approval Date: 04/10/08
Page 6 of 6
••..••
•
•
.•••.•
•
•
..•.•.
•
•
.•.•••
• •.•••
.•.••.
•
• •
•••.•.
•
•
00000
• •
M1AMIDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the
AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality
assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur
the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or
material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO
that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Polypro® AH160
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
• •
•••••• ••••••
TERMINATION of this NOA will occur after the expiration date or if there has been a revisigd pr change ha the •
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endotttment of arjr • •
product, for sales, advertising or any other purposes shall automatically terminate this NOA.•1"ature to comply
with any section of this Arne .,1..11 be cause f . termination and removal NOA A • • • • • •
•••• • •
• • • .•••
Mr-29.
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 1 of 7
•
••••••
••••••
•• •
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Floc • end folyed by • .
the expiration date may be displayed in advertising literature. If any portion of the NOA is cligpl then it'sha11 •
•
be done in its entirety. •
• • • • •
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or itecljstributols •
and shall be available for inspection at the job site at the request of the Building Official. • • • ••••••
This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7
The submitted documentation was reviewed by Jorge L. Acebo.
••••••
•
•
ROOFING ASSEMBLY APPROVAL:
Category:
Sub Category:
Materials:
SCOPE:
This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2
of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by
applicable building code, does not exceed the design pressure values obtained by calculations in
compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high
profile roof tiles system using Polypron AH 160. Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Product
Foampro® RTF1000 N/A
ProPack® 30 & 100 N/A
. ... •
PH% SICAL PROPERTIES:
• • • • •
••••••
• • pro rtv
Density ..:.. •
• • l~t pressive•Stsength
•••• • •
• • hex sile Stgdifgth •
• Water Absdtitih
• Moisture fapofr'ransmission
$Td nsion�al Stability
•.... • . •
..
Closed Cell Content
Roofing
Roof tile adhesive
Polyurethane
Dimensions
Polypro t AH160 N/A
Test
Specifications
TAS 101
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which
list moment resistance values with the use of Polypro AH160 roof tile adhesive.
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Product Description
Two component polyurethane foam
adhesive
Dispensing Equipment
Dispensing Equipment
Results
1.6 lbs. /0.
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100%
Humidity, 2 weeks
86%
Note: The physical properties listed above are presented as typical average values as determined
by accepted ASTM test methods and are subject to normal manufacturing variation.
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 2 of 7
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Center for Applied Engineering #94 -060 TAS 101 04/08/94
257818 -1PA TAS 101 12/16/96
25- 7438 -3 SSTD 11 -93 10/25/95
25- 7438 -4
25- 7438 -7 SSTD 11 -93 11/02/95
25 -7492 SSTD 11 -93 12/12/95
Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94
Polymers Division
Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93
Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94
01- 6739- 062b[1] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96
Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98
528454 -9 -1
528454 -10 -1
520109 -1 TAS 101 12/28/98
520109 -2
520109 -3
520109 -6
520109 -7
520191 -1 TAS 101 • 03/02/99
520109 -2 -1
•
•
.• •
• • :. ....
1. Fire classification is not part of this acceptance. Refer to the Prepared ' ` • • •
P p repared Roof Tile Ash ��jy for fir •
.•••
0000 •
•0 ••
2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. . • •. • • • •
• ••
• • ••••••
3. Minimum underlayment shall be in compliance with the Roofing Application StandardA$ 120.. •
4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof till adhesive witla.. • •
their tile assemblies shall test in accordance with TAS 101. •• d
•
••••
LIMITATIONS:
rating.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
IF W
F'=
MS
• • •
• ••0••
•
NOA No.: 06-0201.02
Expiration Date: 05 /10/11
Approval Date: 04 /13/06
Page 3 of 7
0000••
•
•
•
0 .0.0 0
• •
•
•
•••••
• •
•00
.0000•
•
•
•.....
•
.00••
• •
Table 1: Adhesive Placement For Each Generic Tile Profile
• • Tile Profile
•
• • : • • •
......
Placement
Detail
Single Paddy
Weight Min.
(grams)
Two Paddy Weight
per paddy Min.
(grams)
Flat,14ovl High Profiles
#1
35
NIA
Hig1q'r$ file (2 Piece
Buell.,
#1
17 /side on cap and
34 /pan
N/A
F Lottt,High Profiles
#2
24
N/A
Flat; ¶4,w1 High Profiles
#3
8
•
......
•
•
• •
•..... ••...
000
•••..: •
••••
..••.
• •
• • ••••
00000
INSTALLATION:
1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift
resistance values with the use of Polypro® AH160.
2. Polypro® AH160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with
the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift
based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade
County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof
tile assembly NOA
3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating
Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam
Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority
having jurisdiction.
5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-
1.15 (A): 1.0 (B). The dispense tinier shall be set to deliver 0.0175 to 0.15 pounds per tile as
determined at calibration. No other settings shall be approved.
6. Polypro4') AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing
equipment only.
7. Polypro® AH160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after
Polypro0 AH160 has been dispensed.
9. Polypro0 AH160 placement and minimum patty weight shall be in accordance with the Placement
Details' herein. Each generic tile profile requires the specific placement noted herein.
• • .
. •• •
. •
.•••••
• ..... • • • ..LABEI311YG»
.•
•••
All Polypro® AH160-containers shall comply with the Standard Conditions listed herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the
installation of this system.
NOA No.: 06 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 4 of 7
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
1) Plaeenough adhesive toachieve 17 to 23 2X1Sfa'
square hakes in contact with tho pantie D "4“"."'''''''"
e
2) Turn covers upsidedown. Place adhesive 112 in
To 1 fn. From outside edge of cover tile.
Then install theft.
Und
i
topperdon
cite �'�-� \ri/ /./%/iii" r�� •
Nail through plas& cemerd
course cover ttla
Motto second course of • •
pan and .ove rtires ease �dot •••••
pan Bush at eaveOne. • 10 • • •
Eave closure Weeohole Fascia
•
•• ••
••••••
•
• . • • •
• • ••••••
•
• •
• • •
•• • • •
NOA No.: 06- 0201.02
Expiration Date: 05 /10/11
Approval Date: 04 /13/06
Page 5 of 7
•
•.••
••••••
•
•
•
• •
•••••.
•
••••••
•
•••••
• •••••
••••••
• •
000
• •
•
• • .. •
• • • • •.••••
•••.•. • •
• • ••S.
••••
• •.••. •
•.• ••.••
• •• • •
• ••
•41 •••• •• • i••.••
••
• • •
• •• ••
• •
• •
•
•
•••••• •
•
•
•
•••• ••• •
•.•••• • ••
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 6 of 7
Mail through plastic cement
in. x3In.
Single paddy
on underlayment
Single paddy
on top of tile
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Eava Course
Single paddy
between tile
Eave Closure
2 in. x7hi.nedlum
size paddy eave course only
Fascia
END OF THIS ACCEPTANCE
•
•
000000
•
•
•
• • •
• •0 S .••0••
••,••. •
• •
.0.0••
••••
•••• • •
• • 0000
•
•• •
0.000• • • •
• • • ••
•• ••
•
: • •
•
• .000.0
•
•
•
• • • ••••
•• • • •
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 7 of 7
...•••
•
.00.0
• •
,•••••
•
•.•••
• •••••
•.•0••
•
•
•
,..00•
•
000..
• •
MIAMI�DADE
BUILDING CODE C '- MPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
CertainTeed Corporation (PA)
1400 Union Meeting Road, P.O. Box 11
Blue Bell, PA 19422
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building
Code and Product Review Committee to be used in Miami Dade County and other areas where allowed
by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County)
and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material
tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,
the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke
this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: CertainTeed Conventional Built -Up -Roof System Over Wood Decks ;
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, sta te •
and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted • °°°°°
herein. • • •' • •
RENEWAL of this NOA shall be considered after a renewal application has been filed and :flare has'
been no change in the applicable building code negatively affecting the performance of tilt? o$uct. • ...
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 NQA'as an ; • ..'
endorsement of any product, for sales, advertising or any other purposes shall automaticallrte fminate •
this NOA Failure to comply with any section of this NOA shall be cause for termination aita renpval of
NOA. '
• • ••••
• ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County,•Plorida, acid,. • • •
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 08 0227.07 and consists of pages 1 through 16.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 08- 0410.07
Expiration Date: 06/19/13
Approval Date: 10/30/08
Pagel of 16
•....•
•
•
..••.•
•
...•
•
.••.••
• 00000
....••
•
• •
•...••
•
.....
•
•
•.•...
•
• •
00 0000
• •
•....•
• •
•....
.
•....
0000
•.•.•.
ROOFING ASSE #i ;1LY APPROVAL
Category:
Sub- Category:
)Material:
Deck Tvae•
Maximum Design Pressure
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
All Weather/Empire
Base Sheet
Flintglas® Mineral
Surfaced Cap Sheet
Flintglas® Mineral
Surfaced Cap CoolStar
...•..
Flintglas® Ply Sheet
'.}pa IT or VI ' •
Skeet
•....•
Fjg;1 - Glas %JAI Nt Base/het
•.•.
• •
.. ..
••••••
No. ;5 Perfgrated
• •••• • •
• •.
Yosemite® Buffer
Base Sheet
Black DiamondTm
Base Sheet
Roofing
Built Roofing
Fiberglass
Wood
-60 psf
Test
Dimensions Specification
36" x 65'10";
Roll weight: 86 lbs.
(2 squares)
36" X 32'10";
Roll Weight 78 lbs.
(1 square)
36 "X32'10 ";
Roll Weight 78 lbs.
(1 square)
36" x 164'7";
Roll weight 40/55 lbs.
( squares)
36" x 98'9";
Roll weight: 90 lbs.
(3 squares)
36" x 98'9 ";
Roll weight: 69 lbs.
(3 squares)
36" x 144',
Roll weight: 90 lbs.
( square)
36" x 32'10";
Roll weight: 90 lbs.
(1 square)
36" x 68'7"; Roll
weight: 78 lbs.
(2 squares)
ASTM D 4601 Asphalt coated, fiberglass reinforced base
Type 1 sheet.
UL Type 15
ASTM D 3909
ASTM D 3909
ASTM D 2178
Type IV or VI
UL Type G1
ASTM D 5147
ASTM D 4601
UL Type 02
ASTM D 226
Type 1
ASTM D 3909
ASTM D 4897
UL Type 30
ASTM D 1970
Product
Description
Asphalt impregnated and coated
inorganic glass fiber surfaced with
mineral granules used as the top ply in
conventional built -up roof membranes.
Asphalt impregnated and coated
inorganic glass fiber surfaced with
mineral granules used as the top ply in
conventional built-up roof membranes.
Covered with reflective CoolStar
Coating.
Fiberglass, asphalt impregnated ply sheet.
SBS Modified, fiberglass reinforced base
sheet.
Asphalt coated, fiberglass base sheet.
Organic asphalt saturated felt.
Mineral Surfaced fiberglass reinforced
buffer sheet.
Self- adhering fiberglass reinforced
modified bitumen base sheet
NOA No.: 08- 0410.07
Expiration Date: 06/19/13
Approval Date: 10/30/08
Page 2 of 16
APPROVED INSULATIONS:
Product Name
FlintBoard ISO
ACFoam II
ISO 95+
High Density Wood Fiberboard
Perlite Insulation
H- Shield
Dens -Deck, Dens -Deck Prime
ENRGY -3, UltraGard Gold, PSI -25
Fesco Board
Multi-Max, FA
APPROVED FASTENERS:
Fastener Product
Number Name
1. #12 & #14 Dekfast
Fastener
2. Dekfast Hex Plate
3. Dekfast Lock Plate
4. #12 & #14 Roofgrip
Fasteners
5. AccuTrac Hextra
Fasteners
6. Metal Plate
7. Gearlok Plastic Plate
8. UltraFast
9. UltraFast ASAP
TABLE 2
Pr
t1
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Wood fiber insulation board
Perlite insulation board
Polyisocyanurate foam insulation
Water resistant gypsum board
Polyisocyanurate foam insulation
Expanded mineral fiber insulation
Polyisocyanurate foam insulation
TABLE 3
Product
Description
Insulation fastener
net Description
ianensions
Galvalume AZ50 steel plate 2' /g" x 3 '/4"
Polypropylene plate 3" x 3 'A"
Insulation fastener for wood
and steel.
Insulation fastener for wood
and steel
Galvalume stress plate. 3" round
3" square
Polypropylene round plate 3.2"
Insulation fastener for wood
and steel.
Pre -asse bled Insulation
fastener and plate
Manufacturer
(With Current NOA)
CertainTeed
Atlas Energy Products
Firestone Building
Products, Inc.
generic
generic
Hunter Panels, LLC
G -P Gypsum Corp.
Johns Manville
Johns Manville
RMax, Inc.
Manufacturer
(With Current NpA).
.•...
.SFS•Intec •
•. • • • •• • ......
. •S •
SASP lilac ••••••
•.
OMG
Johns Manville
Johns Manville
•• •
• •
• ••
•
• •
•.••••
•
•••.•
NOA No.: 08- 0410.07
Expiration Date: 06/19/13
Approval Date: 10/30/08
Page 3 of 16
.••••S
•
••
..••••
•
•
......
• •
..•••
• •
••..•
......
•
•..•••
•
•
•.....
•
O OOOOO
•
•
O OOO OO
• •
• •.•.•
• •
•• .••
• •
• .••••
•
• •
•• •.••
• •
APPROVE FASTENERS:
Fastener Product
Ntunber Name
10. UltraFast Metal Plate
11. UltraFast Plastic Plate
12. Olympic Fastener #12•X
#14
13. Olympic Standard
14. Insul -Fbac Fastener
15. Insul -Fixx S Plate
16. Tru-Fast Fasteners
17. Tru-Fast MP -3
18. Tru-Fast Plates
19. Tru-Fast Plates
EVIDENCE SUBMITTED:
• hest AMencv/Identifer
00 0000
Applied Research jaboratories
TrinityPERD• •.. •
•
00 0000
••••
• • ••.•
••••
•
•
• • • •
• •
•.•••
•• ••
•
••• •.
• :. crnentuln ¶
•••• • • •
•
•
Pc I
ologies, Inc.
• • story &utMI Research Corp.
Underwriters Laboratories, Inc.
United States Testing Company
ki
APPROVED,]
TABLE 3
Product
Descriptlo
Galvalume AZ55 steel plate
High Density Polyolefin
round plate
Insulation fastener
Galvalume AZ50 steel plat
Insulation fastener for steel
and wood decks
Galvalume AZ50 steel plate
Insulation fastener for wood
and steel decks
Galvalume AZ50 steel plate
Galvalume AZ55 steel plate
Polyethylene plastic plate
Name
Physical Properties
TAS117 )
FM 4470, TAS 114
TAS 117 =)
TAS 117 (B)/ ASTM D 6862
FM 4470, TAS 114
ASTM Requirements
ASTM !'; 4601
ASTM D 3909/ D 4897
FMRC 4470
FMRC 4454
FMRC 4470
FMRC 4470
UL 790
ASTM D 5147
ASTM D 5147
Manufacturer
Dimensions (With Current NOA)
3" square &
3" round
3" round
3" round
3" round
3" round
3" round
3" round
Johns Manville
Johns Manville
OMG
OMG
SFS Intec
SFS Intec
The Tru Fast Corp.
The Tru -Fast Corp.
The Tru -Fast Corp.
The Tru -Fast Corp.
Report Date
28013 06/02/87
3503.10.06 10/10/06
3521.07.04 10/26/07
06490.04.07 -R1 06/27/07
C8500SC.11.07 11/30/07
C8370.08.08 08/19/08
C10080.09.08 09/04/08
AX31G8D 09/05/08
AX31G8C 09/05/08
J.I. #3Y8AI.AM 03/23/96
J.I.0D3A3.AM 04 /04/97
J.I.2DOAO.AM 12/23/98
J.I.1D7A4.AM 11/09/98
R11656 07/13/87
97457 -4 06/03/88
97- 457 -2R 12/02/87
NOA No.: 08 0410.07
Expiration Date: 06/19/13
Approval Date: 10/30/08
Page 4 of 16
Deck Type 1: Wood, Non - Insulated
Deck Description:
System Type E(2): Base sheet mechanically attached.
All General and System Limitations apply.
Base Sheet All Weather/Empire Base Sheet, GlasBase base sheet or Flintglas Premium Ply
Sheet mechanically attached as detailed below:
Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and
approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the
sheet 8 "o.c.
Ply Sheet Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet
(Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of
approved asphalt at an application rate of 20- 35lbs.sq.
Cap Sheet: (Optional) One ply of Flintglas Mineral Surface cap sheet or Flintglas Mineral
Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an
application rate of 20- 35lbs. /sq.
Surfacing: (Required if no cap sheet is used) Install one of the following:
1. Gravel or slag applied at 411 lb./sq. and 300 lb./sq. respectively in a flood coat
of approved asphalt at 60 lbJsq.
2. A two part coating consisting of a base coat of Static Asphalt Fibered
Emulsion at rate of 3 galJsq. or Monoform compound; surfaced with 1 gal./sq.
Sta -Kool non - fibered aluminum coating or fibered APOC No. 212.
Maximum Design
Pressure: -52.5 psf. (See General Limitation #7)
19 /32" or greater plywood or wood plank
•••
•• •
•
1.....
••••
•
.0 100•
• •
•• ••
1.11"
• .
• •
• • •
NOA No.: 08-0410.07
Expiration Date: 06/19/13
Approval Date: 10/30/08
Page 14 of 16
• •
•
.
.
•
• ,1100.
•
•
•111
•
• •
.•....
•
•••• ••• •
••
000
000
•
• •
•
1 1.1••
• •
000.0• • •
• 0.•••
•
••••
• •
O O OOO
•
•
•
O OOO OO
• •
• •
. ....
•. ... .
•
• •
.....
• •
O OO OOO
WOOD DEC 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 lbsJsq., 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 side lap 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: S 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
$uildinb►Offipial, a revised fastener spacing, prepared, signed and sealed by a Florida registered
• ' •' •rrofessional' Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said
• revised ias1fler spacing shall utilize the withdrawal resistance value taken from Testing Application
• • • • Standard �?AS 105 and calculations in compliance with Roofing Application Standard RAS 117.
•!r • 1'erimek r:lad corner areas shall comply with the enhanced uplift pressure requirements of these
. • . • : areas.. Fiitener densities shall be increased for both insulation and base sheet as calculated in
• compliap.with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed
by a•Nlorido. registered Professional Engineer, Registered Architect, or Registered Roof Consultant
• : • • .: (When thil limitation is specifically referred within this N'S A, General Limitation #9 will not be
• applieable.)
' ...8 � • All Walla and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall
conform to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not be
applicable.)
IAPPROVE Dr-
END OF THIS ACCEPTANCE
NOA No.: 08- 0410.07
Expiration Date: 06/19/13
Approval Date: 10/30/08
Page 16 of 16
CERTAINTEED CORP
ROOFING PRODUCTS GROUP
1400 UNION MEETING RD
PO BOX 1100
BLUE BELL, PA 19422 USA
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
1. Deck: NC
Base Sheet: — Type 02 Glasbase.
Ply Sheet: — Type 01 Flintglas or Type 02 Glasbase.
Surfacing: — Gravel or slag.
2. Deck: C- 15/16* Incline: 1/2
*A11 joints blocked.
Base Sheet:
Sheet ".
Surfacing: —
3. Deck: NC
Base Sheet:
Surfacing:
4. Deck: NC
— Two layers Type 02 "Glasbase" base sheet or Type G -1 "Flintglas Ply
Type 03 " Flintglas Mineral Surfaced ".
Incline: 3
— Two layers Type 15 All Weather/Empire.
— Gravel or slag.
cline: 3
Insulation: — Polyisocyanurate, mechanically fastened or hot mopped,• and nicknEss.: •
Base Sheet: — Two to five plies Type 15 asphalt organic or Type G2 aapl rglass ho
••••••
mopped.
Surfacing: — Gravel.
Class A
Incline: 3
5. Deck: C 15/32 Incline: 3 ......
•
• Insulation: — Polyisocyanurate 1 in. min., mechanically fastened or hotlh
Base Sheet: — Three plies Type 15 asphalt saturated organic felt (perfo
mopped with hot roofing asphalt.
Surfacing: — Gravel.
6. Deck: C -15/32 Incline: 3
Vapor Retarder (Optional): —Type 02 " Glasbase" or UL Classified vapor retarder.
, 4,snla �n P, ng)R One or more layers or combination of the following:
x . `_ pe�'�e, glass fiber or wood fiber, any thickness.
��
-B- Skeet: =ype G2 "Glasbase" base sheet.
,F Sheets:, x t three layers of Type 01 " Flintglas" ply sheet or Type G -2
"Glasbase " base sheet.
3 Grave ag -
•
•
•P
got
R11656
•
•• • ••
• ••
• •
•
••••
7. Deck: C -15/32 ' cline: 3
Va' . r Retarder (Optional): — Type 02 " Glasbase" or UL Classified vapor retarder.
Insulation (Optional): — One or more layers or combination of the following:
Polyisocyanurate, perlite, glass fiber or wood fiber, any thickness.
Membrane: — Three or four layers of Type 01 " Flintglas" ply sheet.
Surfacing: — Gravel or slag.
8. Deck: C -15/32 Incline: 1
Vapor r etarder (Optional): —Type 02 "Glasbase" or UL Classified vapor retarder.
Insulation (Optional): — One or more layers or combination of the following:
Polyisocyanurate, perlite, glass fiber or wood fiber.
(Base Sheet: — One layer Type G2 " Glasbase" base sheet.
Ply S eets: — Two layers Type 01 "Flintglas" ply sheet.
Cap Sheet: — One layer Type 03 " Flintglas" cap sheet.
eck: NC Incline: 1/2
Insulation (Optional): — One or more layers or combination of the following: Johns
Manville "ENRGY 3", polyisocyanurate, perlite, glass fiber or wood fiber, any thickness.
Base Sheet: — Two layers Type G2 "Glasbase" base sheet or Type G1 "Flintglas Ply
Sheet ".
Surfacing: — Type 03 " Flintglas Mineral Surfaced ".
•••••• .. ...•
• • •
• • •
•• • •• •••• •••• .
•
• •
•• ••••
••••
•••• • • • • ••••
• •••• • •
••
••:••: ••••• • • ••••:•
• •
• •
• • •••••• + •
• • • •••• •
•
• •
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO.
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Legal description of property and street/address: 118 N . W 93 Street
2. Description of improvement: Reroof to a dew Tile &. Flat Cap sheet roof.
3. Owner(s) name and address: Tirisis Shaarbav
118 N.W. 93 Street Miami Shores,
Interest in property: Owner
Name and address of fee simple titleholder: N /A
4. Contractor's name and address: Ouality Roofing Contractor, Inc.
13800 NW 1st Ave Miami, Fl 33168
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address: N/A
Amount of bond $ 00
6. Lender's name and address: N/A
7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address: N/A
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address: N /A
9. Expiration date of this Noti
differe • ;, = s specified)
e h
ig -ture of Owner
Print Owner's Named / / F 1
Sworn to and subscribed before me this
Notary Public
Print Notary's Name
My commission expires:
123.01 -62 PAGE4 8/02
NOTARY PUBLIC-STATE OF T. +n
�. Marylou Ircutunlez
.,;, Commission #DD930046
\,,,,.,: Expires: OCT, 10, 2013
was u YAN e=1ln
TAX FOLIO NO.1 1 - 3101 -033 -0910
Miami Shores, Fl 33150
1 11111 1111111111 11111 I 1 l I tll iU111111111111
CF 10R0750 559
OR Bk 27479 Ps 05451 Ups)
RECORDED 11/04/2010 10 :41 244
HARVEY RUVIH, CLERK OF COURT
iii tI-0 0E COUNTY) FLORIDA
LAST PAGE
Fl 33150
of Commencement: (the expiration date is 1 year from the date of recording unless a
Prepared by Marylou Hernandez
2010
Quality Roofing Contractor
Addresd3800 N.W. 1St Ave
Miami, F1 33168
° (305 953 -3333
� woe GOWN of of the
t H E E ERTIFY that r _ lly of
I � ledinthiso } - cie original
V,,, WI be.K• otr C
HAftV R0 � ' , f ' 0 .
B`1 f �