RF-08-714Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 05/23/2008
Inspector: Grande, Claudio
Owner: MUSZANOWSKI, FLORENCE
Job Address: 1097 98 Street NE
Miami Shores Village, FL
Project: <NONE>
Block:
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Phone Number
Parcel Number 1132050180250
Lot:
Phone: 305 - 757 -2612
Building Department Comments
RE -ROOF BUIT UP MODIFIED AND INSTALL TILE ROOF
SYSTEM. MONIER VILLA 900 ULETA COLOR THROUGH
WHITE SLURRY
40/
Passed
II
Inspector Comments
. ;
��t
Ark
Failed
`
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Thursday, May 22, 2008
Page 2 of 2
FLORIDA INTERNATIONAL
ENGINEERING & TESTING LAB
I MIGHT •INNOVATION• INTEGRATION
No 1263
16701 Southwest 117th Avenue • Miami, Florida. 33177
Phone: (305) 378 -1991 • Fax: (305) 378 -1997
ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN
FULL ACCORDANCE WITH MIAMI -DADE BUILDING CODE COMPLIANCE PROTOCOL TAS 106
SITE SPECIFIC INFORMATION
Owner's Name: 0 0 S k 1
Job Address: 10 et M E q rg S -17, %i. 1 1-1 ■ 5th ,
Roofing Contractor: 0 to V- �. IPe,
Type of Tile: *L 1, Q._ - . 4-�`T Date Installed -rI `� ,-0 e
Approximate Roof Height: 1- - feet 1 �� . 3 Q 17-
-
Type of Access to Roof: Scaffolds Ladder ' Other
Approximate Square Footage of Roof: 24 Soo ft2
Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100X, Shimpo Instrument
Date: s-1,- DR
Permit # 4 O? 91 4
TEST RESULTS
P= PASS,F =FAIL
Test Location
1f 11f :putt IT (P'or F)
Test Location
up wfe Putt Test ip or Fj °Test
Location
Uplift pull Test (P Fl
Test Location `;
Uplift Pull Test tp or Fl
1
26
i
51
��
76
2
27
?
52
77
3
28
53
78
4
29
54
79
5
30
55
80
6
31
f
56
81
7
32
57
82
8
33
58
83
9
34
59
84
10
35
60
85
11
36
61
86
12
37
62
87
13
38
63
88
14
39
64
89
15
40
65
90
16
41
66
91
17
42
67
92
18
43
68
93
19
44
69
94
20
45
70
95
21
46
71
96
22
47
72
97
23
48
73
98
24
49
74
99
25
_
/
50
/'
75
100
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.
RESPECTFULLY SUBMITTED BY:
vt-tn
Vinamar M. alakrishnan V. P. E. Lic# 63107
5 /2198
Miami -Dade Lab Certification # 07- 0612.11
State of FL Certificate of Authorization # 27273
Scale (1/4-Y"
Sheet Number ' oi?
Job: 10 611— g 51-;) 1-t, l_ "At.
(:)-4.) ®kAz- e51 PC
Contractor:
Checked By:
Sketch of Roof
r
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mow. Ail
V % �s
ee
re iir
AVM 1M
ale
C,3
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Notes
/tee Sifted Vamp
10050 NE 2nd Ave
Miami Shores, Fl 33138
Phone 305-795-2204; Fax 305-756-8972
www:miamishoresvillage.com
RE: Permit# -4cf7i4 DATE: a 3 f3
INSPECTION AFFIDAVIT
foxiics D. Obeitj1r
, licensed as a (n) Contractor / Engineer / Architect,
(Print name and circle License Type) FS 468 Building Inspector
License #:
otL/ 3ole
On or about 6 (LDS 1 A • 00 , I did personally inspect the roof deck nailing and /or
(Date time) r/ r
secondary water barrier work at I 0 q ! N ' q 1 ,c' e6f
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane
Mitigation Retro Manual (Based on 553.844 F.S)
ure
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above
property mentioned.
Sworn to and subscribed before me this 6 I 'bD
Notary Public, Sate of Florida at Large
day of
0206.6
J. HART
COMMISSION r DD403008
i7 PIRESi APRIL 02, W9
Ike Adaatts r
*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
z
/
- 4h.�1u6 kT1VM
l4111
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2004
! 6' •
is n�P
Permit No. M-114-
Master Permit No.
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) f 1 'fWj �L{SZA� � k I Phone #
Owner's Address 1 I 1 v E .q g s- brec -1-
City M 1 QY tt S it ores State FL
Zip 333$
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 1 D9 7 NE O/ F 54 -ree -f
City Miami Shores Village County . Miami -Dade
11- 3.216- 016 0;50
FOLIO / PARCEL #
Zip 33 f 38
Is Building Historically Designated YES NO 1(
Contractor's Company Name °be you A j
Contractor's Address 16Q �% E. q `M s fee-/
Phone # 306 — 757 —2 6,
City M (Mt Shores State . Zip .3 (3 U
Qualifier Name J Wr?c fi, C eAJO u.,v' Phone # S_ 75?-2(012
State Certificate or Registration No. E. ee ,dab Certificate of Competency No. can 64-s-a,
1 r
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ 1 ?, d ;'5 ' Square / Linear Footage Of Work: 07%06
Type of Work: ['Addition
Deefi'o
['Alteration
New
%EQ
' =Rep fir/, ep1a e , 0 Demolition
* * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee $
Permit Fee $
Notary $ � j Training/Education Fee $
Scanning $ 0OD 2- Radon $
* * ** *Fees * * **
DPBR $
********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
CCF $ 11 ►! CO /CC
Technology Fee $ .O
Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ '4 10
See Reverse side --*
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no 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 be approved and a reinspection fee will be charged.
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this %5
day of 2000, by
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
NOISY Wauc -VATE of TL
=j SANDRA D. HART
CO SSIQN * DD403808
APPLICATION APPROVED BY:
(Revised 02/08/06)
Sign
Contractor
The going instrument was acknowledged before me this
day of G , 20 by ck ply,
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: VOTARY PUBLIC-STATE OF meta
My Commission Expires: SANDRA D' BART
coNWSSioa # DD40340g
d ihri Atlantic Banding
* * * * * * * **
* * * * * * * * * * **
Boa
Plans Examiner
Engineer
Zoning
7 rielm s�anea `�Idt� Wed y V of vttareai
10050 NE 2nd Ave * Miami Shores, FI 33138
Phone 305-795-2204; Fax 305 - 756 -8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, FI 33138
J /vrenc A. MuszANn WSki
Re: Owner's Name:
Date:
Property Address: /097 AE 9B S-4rer 1L
Roofing Permit Number:
Dear Building Official:
I lorente. A. M us z,iWov q certify that I am not required to retrofit the roof to wall
connections of my building because:
The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please
attach proof of ad valorem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or
with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC)
Signature
State of Florida
County of Dade
Print Name facehae,e. rhu z.,42- oce .-'7
The undersigned, being the first duly sworn, 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
/6
day of
When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,
PUBUC4IAIE OF FLOitiia
SANDRA D. HART
COMMON* DD403808
reins: PR.U.OZ
1'hte►Atlaatia &mcG�
•
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.
. . _ . . .._....
NOTICE O COMMENCEMENT
A RECORDED COPY MIJST BE POSTED ON 1E
:Fo.411 NO.SiOtlitAc TAX F
IATE OF FLORIDA:
OUNTY OF IVIIAMI-DADE:
HE UNDERSIGNED hereby gives notice t
iopertv. and in accordance with Chapter 7
provided in this Notice of Commenceme
• Legal description of property and s
. ...... __ , •
1111111111111111111111111111111111101
C:F 1'4 2 0 0 Si' R 03 2 9 4- 6 fi
OR Bk 26338 Ps 3564; Ops)
RECORDED 04/22/2008 14:214-27
HARVEY RUVIN? CLERK OF COURT
' NIAMI-DOE COUNTY? FLORIDA
JOB SITE AT TIME OF FIRST INSPECTION I. AST PAGE
LIO NO./ 1.)22441."-. Ot f•-!__O.14.0
_
RE _EIVLE!
,
? t improvements will be made to certain real i APR 2 5 808
l3, Florida Statutes, the following information 19
' . .**•,a°
eet/address: eq 7-Alf_iii3_,,
,erecc
It 3.,13,8
s a
• Description of improvement: '
it......it. , ' Lep tr -Ilse plif
..'
i
Owner(s) name and address: /1 /
' AM--4•4449.
,I
101
A.-2F TF Sata /41,". I. 3.3i3P
61.47711.4.,
rtterest property:,
.in
Jame and address of fee simple title
icier:
,
ii. Contractor's name and address:
0.! joF q? si-reei 1./fietnu. Shoes g 33/J8
_ /
5. Surety: (Payment bond required by owner from contractor, if any)
\lame and address:
kmount of bond $ ,
3. Lender's name and address:
I
7. Persons within the state of Florida
provided by Section 713.13(1)(a)7., F
Narne and address:
L esignated by Owner upon whom notices or other documents may be served as
•rida Statutes,
O. In addition to himself, Owners de-,gnates
in Section 713.13(1)(b), Florida Statul-s.
Name and address: '
the following person(s) to receive a copy of the Lienor's Notice as provided
„
•
9. Expiration date of this Notice of
different date is specified)
mmencement: ( e expiration date is 1 year from the date of recording unless a
' 41 /
Signature of • ner
Print Owner's Name .pde& NC
i
"1/452/frd ee-C,..., Prepared by V20_
Sworn to and subscribed before me
Notary Public _1644,1LX,iak
Print Notary's Name ____6/11.)....Prl
my commission expires:_______ .,
-,
.
•
this day of , 20 40. 1;*
Address: Wia41/2111A. il
k., WIZ__
/
D.,....lika
..
i .
ii, , ,.
SANDRA D. HART
COLMISSION # DD403808
HEREBY CERTIFY rho: this is a toryeN, • -, ,s41 . ,-,-* . • -
E DOMES: APRIL 02, 20:9:4,
1 doot Ihru Ad "th nand* r.4411f* TEs OF IfilhaOlidiPAan.
-ttnnal hfed 1 thts off on .."VP N"‘:3 rid-6'
- : 7q1:
hut 17 i ' '''...'. 1 .... .
CO C' Ul t t
1 lARVEY RUVI X . orcnrwt • td County Courts '' ''...-.‘
iy
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edit!
High - Velocity Hurricane Zone Uniform Permit 4
Section A (General Information
Master Permit No.
Contractor's Name 0122natit
Job Address /037 /j)
16 Low Slope
❑ Asphaltic
Shingles
Process No.
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
7:17337V7 7
1141 .'• 1 3 2308 j
BY:
Mortar /Adhesive Set Tile
❑ Wood Shingles/Shakes
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof XReroofing ❑ Recovering ❑ Repair 0 Maintenance
07796 ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
I if
.17 9D
Section B (Roof Plan)
sections and levels, clearly identify dimensions of elevated pressure zones and location of
parapets.
AS.6
Include dimensions of
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
3
15.32
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FLORIDA BUILDING CODE — BUILDING
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M'ami Shores Village
APPROVED
BY
DAIL-
Z.0N!NG DEPT
1-4r
Allir e
EDERAL
II 6T1nH
BLDG DPPT
34 TO COMPLIANT r INI i 1-I ALL
pplication Form.
0,7ATp PAT) ■'11 !r' ' PI it FC 6(\Ifl �R
Section A (General Information
Master Permit No.
Contractor's Name 0122natit
Job Address /037 /j)
16 Low Slope
❑ Asphaltic
Shingles
Process No.
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
7:17337V7 7
1141 .'• 1 3 2308 j
BY:
Mortar /Adhesive Set Tile
❑ Wood Shingles/Shakes
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof XReroofing ❑ Recovering ❑ Repair 0 Maintenance
07796 ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
I if
.17 9D
Section B (Roof Plan)
sections and levels, clearly identify dimensions of elevated pressure zones and location of
parapets.
AS.6
Include dimensions of
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
3
15.32
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FLORIDA BUILDING CODE — BUILDING
••
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•
SECTION R4402.13
gIGII VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION
FOR ROOFING CONSIDERATIONS
of raofing Contractar to provide the owner
rpravide the
R4402.13.1 the required t r o it pertains r , and the section, it to explain tot the towner thee ontentf f roofing system section. The provisions
with the rird roofing p
R4402 govern the minimum requirements and standards of the industry eement�between the owner ant the
Additionally, the following items should be addressed as part of the agr
contractor.
The owner's initial in the designated space indicates that the item has been explained.
1 v7 Aesthetics- Workmanship: the workmanship provisions of Section R4402 are
for the purpose �o$e of providing that the roof system meet are not a consideration with wind resistance and water
sinnstruction performance standards. Aesthetics (appearance)
respect to workmanship provisions. Aesthetic issues such as color or
part of the agreement
ectural
appearance, that are not part of a zoning code, should be
between the owner and the contractor. wood roof deck
2. 412/_______' r Renailing wood decks: When replacing
roofing, the existing
may have to be renal
led in accordance with the current provisions of Section R4403. (The
the existing roof
roof deck is usually concealed prior to removing
Common roofs: Common roofs are those which have no buildings lineation
31747 between neighboring with
units i.e., townhouses, condominiums, etc.) In the occupants of adjacent
common roofs, the roofing contractor and/or owner should notify
units of roofing to be performed.
Ceiling: Exposed, open beam ceilings are where the underside of the
Exposed wish to maintain the architectural
can be viewed from below. The owner may may architectural
be
roof decking re roofing nail penetration of the underside of the decking
appearance; therefore, the appearance.
acceptable. The provides the option of maintaining pp
ot
may not Ponding water: The current roof system and/or deck of the building of the roof: e.....* •. • • • •
S Z! =--- and (accumulate) in low-lying •
drain well and may cause water to ( re require the revj �w Qf a •••• •
Ponding can be an indication of structural Ponding g distress shorten the life expectancy} •
aural engineer. Ponding y
e final roo • • • • • • •
professional structural a not be evident until ti' • • •
system. Ponding conditions may • • • • • . • • • • .. •
of the new roofing y corrected. ` •
conditions should be • • • • •
system is removed. Ponding ..... •
e� �1ow off so {hat • • • • � •
-'� ers wall •
outlets): It is required that rainwat roof • /�, � Overflow scuppers ( • • • • • •
6.r/twofis - •
scuppers wall OUtletS)� are; not prOV1C� ;;•,l;• • • • • • � •
• roof is not overloaded from a buildup of water. wall c •
the e if overflows pp a nts o%. .
extension may block this discharge scuppers in accordance with the rec* . .
may be necessary
to install overflow scupp • • •
Sections R4402, R4403 and R4413. to vent natural
Ventilation: Most roof structures should have some ability The existing
structure assembly (the building itself). r existing gonal •
airflow through the interior of the stru be beneficial to consider
of attic ventilation shall not be e reduced.
life of � - oof.
venting which can result in extending 06I°9
Date
Owner /Agent's Signa
re Date
ntractor Signature
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section C (Low Slope Application)
Fill in specific roof assembly components
and identify manufacturer
(if a component is not used, identify as "NA ")
System Manufacturer:
lP
Product Approval No.: 0,3-6 y 340. /.:
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1: Pmax2: -42.4 Pmax3: /2 ‹ 3
Max. Design Pressure, from tVspecific Product
Approval system: I
Cat.+* -1* r
Deck:
Type:
Gauge/Thickness: ° ..'_;
Slope:
Anchor /Base Sheet & No. of Ply(s): Of h'
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer: */ fr
Base insulation Size and Thickness:
Base Insulation Fastener /Bonding Material:
Top insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener /Bonding Material:
Base Sheet(s) & No. of Ply(s) :9/4}(A t BM.( i12F'o
Base S eel FaastttengrBon ing Material:
Pfy
Sheet(s) & No. of Ply(s),193444d Zo
Ply SheglAstener oal:
Top Ply: 1/� is V 170 Are
Surfacing: Irk
Fastener Spacing fo Anchor /Base Sheet Attachment:
,I,-
Field: " oc @ ap, # Rows @ " oc
Perimeter: " oc 0 Lap, # Rows _ @ " oc
Corner: " oc 0 Lap, # Rows 0 " oc
Number of Faste rs Per Insulation Board:
U
Field Perimeter Corner
Illustrate Components Noted and Details as
Applicable:
Woodblocking, 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
FT.
•
•
• • • w 0000
•• • •
.. Parapet
et
...;.. Height
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el Roof•••
. 2x'f'PrNA./ et ye : • • Heght.• .
• •
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Top Ply Fas /Bond g at ial•
ire
FLORIDA BUILDING CODE — BUILDING
2614. fat.-44,, E
I At*
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ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System)
Roof System Manufacturer:
rn
N
Notice of Acceptance Number:
Cho 0594: 02
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations)):
*9 /44702--- P2: P3: 021/414- l"
Maximum Design Pressure
(From the Prodcir ti pwvai Specific System):
Roofl Tope:
: 12
Steep Sloped Roof System_Description
Deck Type: Lae
Type Underiayment: It 30 ksrpil b 2
Insulation: P I A
.
• • ,,•
•••••• •
Fire Barrier: (er •..• • '•" ••
• ••••• - •
• •
I •••Ridge Ventilation? •
•
• •••• Adhesive Type: i612, lg. as ph wU
� ••••••
•
•..•.• .....•
.... • Type Cap Sheet: *QOASTIL T% •
• • • Mean Roof Height: •
g Roof Covering: fievo
I 4 13.bit- L
Type & Size Drip .24
Edge:
Fae +RnerT e & Spacing:
15.34
FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
For Moment based the systems. choose either Method I or 2. Compare the values for 11r with the values train Mf. If the Mr values are greater than to
equal to the Mr values. for each men of the roof. then the tilt auau;hntent method is acceptable.
Method 1 "Moment Based Tile (.'alrulat on P r RAS 127"
WI:
• t 1 1/0_
- hart Pr xluct :lpprnval M t P, x it a �4� - 111 Mg • - tI ' Ftttduc .
C t Appmval MI
tP.::I 4_ xr,s�f? lii40,, 1 •M41 t0 :.,Mr.4(r, Product .Approval Mr
Method 2 " Sunplitied'IiIc Calculation, Per Table Below"
Required Moment of Resistance t Mn Frnn Table Below _sss -. _ Product :approval M
Mr required Moment Resistance*
Mean Roof Height -3'
Roof Slope .
15'
20' 25' 30' 40'
2:12
34.4
36.5
38.2
39.7
3:12
32.2
34.4
36.0
37.4
4:12
30.4
32.2
33.8
5:12
28.4
30.1
6:12
26.4
31.6
35.1
32.8
42.2
39.8
37.3
34.9
28.0
29.4
30.5
7:12
24.4
25.9
27.1
28.2
32.4
30.0
'Must be used in conjunction with u list of moment based tile. systems endorsed by the Broward County Board of Rules and Appeals.
For Uplift based tilt systems use Method 3. Compared the values for F' with die values for Fr. If the F values are grater than or equal to the Fr values,
for catch area of the roof, then the tile attachment mcthol is acceptable.
Methtnl 3 "Monte'
Monr•nt Based Tile Calculations Per RAS 127"
iPt: x 1- - x w•: > ) W: ti cos B = Fri Product Appmval F
P2: x L - x w: _ ) - W: _ ens 0 = F, Product Approval F"
iPt: -xL = w:- I - W: . cos I)
-+' -_- -- -Fri
Where to Obtain Information
••••
• •
Product Approval F • • • • ••••
•
••••
Description
Design Pressure
Mean Roni Height
Symbol
Where to find
••.•.--- --
••
•
.11.11
PI or P2 or P3
Id
• •
• • C l .1111*
RAS 127'1 able 1 or by an engineering analysis prepared by Pr= Int....4 on A SCt • • • , • •
Job Site
Root Slope
Job Site
Aerodynamic Multiplier
Product Approval
••.•••
• •
•• •-
•••1••
• •
• •
Restoring Moment due to
Gravity
Mg
Product Approval
•
• • •
•• •
Attachment Resistance
Product Approval
Required Moment Resistance
M
Calculated
Minimum Attachment
Resistance
Product Appmv al
Required l'ptitt Resistance
Fr
Calculates}
Avcow 'Me Weight
w
Product Approval
file Dinteatsions
L = length
W = n tdth
Product Approval
All calculations mast be submit ed to the building official at the time of permit application.
FLORIDA BUILDING CODE - BUILDING
•• •
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BUILDING CODE COMPLIANCE OTFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCIr; (NOA}
Monier Lifetille, LLC
200 Story Road
Lake Wales, FL 33853
Scoptt:
MLAMJ•DADE COUNTY. FLORID
METRO•DADE PLAOLER BUILD1 NtL
140 WEST FLAMER STREET, svrrB 160
MIAMI. FLORIDA 33130 -15{
(305) 375 -2901 FAX (305) 373 -29(
,%
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 cute stated below. The Miam -Dade County Product Control
Division (In Miami Dade County) and/or the AID (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purpose)). If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the ARS may immediately
revoke, modify, or suspend the use of such product or material within, their jurisdiction. BORA reserveg the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
Ineterial 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: Villa 900 Concrete 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 rioted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has beerier) �• • • • •
change in the applicable building code negatively affecting the perforsnrn ce of this product • e, 0 • ••••
•
:.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or clfdPige:: the ,
materiels, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement cif 'Ali •
product, for sales;, advertising or any other purpcees shall automatically terminate this NOA. Failure to 4*i ily • °°°°°° •
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, • •
0000•
the expiration date may be displayed in advertising iterature. If any y �• and hpie d by!
be done in its entirety. R Y 1rtion of the NOA is displayed,i►9`at}rall; •
• • : r 0000•
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distriputd, e. . . • • •
•
and shall be available for inspection at the job site at the request of the Building Official. • • • ! •• • • •
•
•• •
1, ,n'ttt, 1"ll i. n,11
r
:1!
II
This NOA consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tiger:.
90'd
tr.(t I!, I ,
FAZE Lee 900
T71.I.
NOA No.: 06. 0524,02
Expiration Date: 09/21 /11
Approval Date: 09/21/06
Page 1of'7
111 t1n"7, R'�l♦ ,/. /�"7 /. -, f'tl'
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ROOFING ASSEMBLY APPROVAL
Cateeory:
Sub -Cpl orr:
1 atesJat:.
1. SCOPE
This renews a system using Monier Lifetile Villa 900 Concrete Roof Tile, as manufactured Monier
Lifetile LLC in Lake Wales, FL. and described in Section 2 of this Notice of Acceptance. For
locations where the pressure requirements, us 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
Rooting
Low Profile Roofing Tiles
Concrete
Manufactured by
Applicant
Monier Lifetile LLC
villa 900
Trim Pieces
Test
Dimensione Soecift
1et17" TAS112
w = 13"
W thick
l = varies
W el varies
varying thickness
2.1 SUBMITTED EVIDENCE;
west Agency
Nutting Engineers
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
90'd CRC 498 90t
Product
Desalt:Mon
Low profile, interlocking, high pressure
extruded concrete roof the equipped with one
nail hole and double roll ribs. For direct deck
or battened nail -on, mortar or adhesive set
applications.
TAS 112 Accessory trim, concrete roof pieces for use
at hips. rakes, ridges and valley terminations.
'1'e Iden_tifier Test Narne/R.enort
13343.1 TAS 112
7161.03 Static Uplift Testing
Appendix III TAS 102 & TAS 102(A)
7161.03 Wind Tunnel Testing
Appendix 11 TAS 108 (Nail•Oul
P0402 Withdrawal Resistance Testing of
screw vs. smooth shank nails
94.060B Static Uplift Testing
TAS 101 (Adhesive Set)
94-084 Static Uplift Testing
TAS 101 (Mortar Set)
P0631.01 Wind Tunnel Testing
TAS 108 (Monet Set)
• •
•
Apr! 24{iti •
4040..
Dec.• M1.'
0.....
bcc..t141∎ • •
••••••
• •
•
Sept. P993 �•
• •
.. •
March, 1994
May 1994
July 1994
NOA Nu.: 0640524.02
Expiration Date: 09f21/11
Approval Date: 09/21106
Page 2407
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•
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Test 417,lencj
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.
Celotex Carporctiou
Testing Services
Walker Engineering. Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering. Inc.
Walker Engineering. lnc
Test Identifier
Letter Dated Aug. 1,
t994
Project No. 307025
Test #MDC -76
25.7183 -1
250183 -2
25- 7214 -Z
25. 7214 -6
528454.2.1
520109 -2
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evalluataon Calculations
Evaluation Calculations
Test Name/Report
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Driven Rain
TAS 100
Static Uplift Testing
TAS 102
(2 Quik -Drive Screws, Direct
Deck)
Static Uplift Testing
TAS 102
(2 Quik -Drive Screws, Battens)
Static Uplift Testing
TAS 102
(1 Quik Drive Screw, Direct Deck)
(1 Qua -Drive Screw, Battens)
Static Uplift Testing
TAS 101
25 -7183
25 -7094
25 -7496
25 -7584
25.7804b -8
25- 7804 -4 & 5
25. 7848.6
Aerodynamic Multipliers
Two Patty Adhesive Set System
Restoring Moment Due to Gravity
at
Aug. 1994
Oct. 1994
Feb. 1995
Feb. 1995
Marcb, 1995
Sep. 1998
Doc. 1998
March 1995
February 1996
April 1996
December
1996
May 2006
April 4991
Ap4i4i2QQ6,
000000
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NOA Nu.: 064524.02
Expiration Date: 09/21111
Approval Date: 09/21!06
Page 3 of 7
LO 'd €8Z€ L88 90e L .annx Nx uvux� %iri ii
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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 shat be performed in
accordance with RAS 106.
3.3 Applicant shell retain the services of a Miatni -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 Roosting Applications
Standards listed section 6.1 herein.
3.5 30190 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 Monier Lifetile Villa 900 Concrete Roof Tile stud its components shall be installed in strict
compliance with Roofing Application Standard RAS 118, RAS .119, atsd RAS 120.
t.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w )
The Profile Weight -W (Ib() Length -I (ft ----1 *idtt -w (f)
Monier Ufatlle We 900 10.94
Concrete The --..
1.425
I. Table 2: f - - - - - - - -
Tile 2, ( )
Profile Batten Application
!Monier Utelil a Villa 900 Concrete Tile _ 0.289
The
_ Profile
!Mnier Lffetl.e
VNIa 900
LC__on rem to 711e
Table 3: Restorin
38:12"
Battens r Direst Batters D`rect 1 8aitten,, C;ract 3anens 1 Direct
Deck Deck t ' Dec><
( 6.79 7.70 6.73 1 7.t2-1-6.-5.3 , 7 51 5.50 7.37
L__ 1.08
i
t'
X (ft3)
Direct Deck Agplice,tlon ii ' • • • •
0.2e9'.4� : _ ! 1,...
e.t•
•
Moments due to Owl - M. ft-Ib •
1'
•
4 " :12" S ":12"
6 " :12°
80'd £8Z£ 488 90C
•
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Batterye;t• OYtcf ! • e • • •
• a �k�
• • • E
e• • �• •
• ;; • •
•• •
NOA No.: 00.0924.02
Expiration Dote: 09/21/11
Approval Duce: 09/21/06
Page 4 of 7
31 IZ .4bbN NdRATN}tNartr na •..
Tile
Profile
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf)
for Nall-On Systems
Direct Deck
(min 16/32"
plywood)
Fastener Type
Monier Wattle 2.10d Ring Shank Nails 27.8
Villa 900 1 -10d Smooth or Screw 8.8 .
Concrete Tile Shank Nall
2.10d Smooth or Screw 18.4
Shank Nails
1 48 Screw d 25.8
2 #8 Screw 47,1
1 -10d Smooth or Screw t 24,3
Shank Nall Reld Clip)
1 -10d Smooth or Screw! 19.0
Shank NOit {Save Clip)
2 -10d Smooth or Screw 35.5
Shank Nails (Field Clip)
2.10d Smooth or Screw
_ 1 Shank Nails (Save Clip) ,
31.9
Direct Deok Battens
(min, 19!32"
plywood)
37.4 28.8
21.9
7.1
25.5
47.1
24.3
22.9
49.1
24.2
19.0
22.1
35.5 34.8
31.3
Table 5: Attachment Resistance Expressed as a Moment M, (ft -lbf)
for Two Patty Adhesive Set Systems
Tile Tile Application
Profile
Monier !Aetna Villa 900 Concrete
Tile
Adhesive`
32.2
Minimum Attachment
Resistance
26.17
1 See manias rturea oomponerri app oval for Installation requirement8. 1
2 Flexible Products Company 1�iiebvrrd Average weight per patty 11.4 grams. •.? • •
I uOt
Poiyfoarn Pro, ino
d Average welgtn per patty 8 grams. • • ! •.1. • •
•• ••••
•••.
Table 5A: Attachment Resistance Expressed as a Moment • Mr (ft -Ibf) •
Profile
Monier Litetile Villa 900
! voncrete Tile
3 Large paddy Placement of 54erame of ,y PrOTm,
5 Medium paddy placement of 24grams of POtyPrtt*a+.
for Single P = Adhesive Set S ems
Tile Application
Po, Garr PjyPrQTM
Po ant Pol Per ro*M,_
60'd C8ZE 2.88 90E
Minimum Attnpint
Reststapp
86.61 .•�.•
45.5 _„• _ .__�..
• •
•
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•
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• •
•• • •• •
• ' • •
•,• •
NOA No.: 06-0524.02
Expiration Date: 09/21/11
Approval Dates 09/21/06
Page 5 of 7
I 1 1
3111 &&DOH NV3Nif2RI3L I QSW g4 :t0 l,rn7- t o -un r,
Table 5E: Attachment Reslstatioe Expressed as a Moment - M, (ft-lbf)
!or Mortar Set Systems
Tile Praflle Tile Attachment
A ih atfon Aeslatanoe
Mortar Set i 80,60
Monier Llfetile Villa 900
Concrete Tile
5, LABELING
Al: tiles shall bear the imprint or identifiable marking of the manufacturer's ttarne or logo, or
following statement. "Miartd -Dade County Product Cannot Approved
LABEL FOR VILLA 900 CONCRETE TILE
(LOCATED ON THE UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIRLMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building
code in order to properly evaluate the installation of this system.
111
or SEIZE L88 90E
•
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NOA No.:
06.052+#.02
Explratlull Date: 09/21/11
Approval Date: 09/21/06 �)
Page 6 of 7 F
'if
R'I I L dOCTht NYHNIMHI 1 caw 00:q0 40.07.-In-NAP
PROFILE DRAWING
21/8"
MONIER LIFETLLE VILLA 900 CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
•i•
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•••• • • 1•
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11
NOA No.: 06. 0324.82
Expiration Date: 09/21t11
Approval Date: 09/21/06
Paige 7of1
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MI�DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE OA
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
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code construction materials.
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). g
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 t
assurance purposes. If this product or material fails to quality
the expense rp of such testing worm in the accepted manner, the manufacturer will incur may em modify, or suspend the use of such product or
material within their jurisdiction. BCCO reserves the right to revoke this acce tanc
that this product or material fails to meet the r P e, If it is determined by BCCO
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® AII160
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has b
change in the applicable building code negatively affecting the performance of this product. been no
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or chan e
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of an .... •
product, for sales, advertising or any other purposes shall automatically terminate this NOA. ltazktre: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, FlotYd','Ilhd fo •
the expiration date may be displayed in advertising literature. If any lire'
be done in its entirety. Y portion of the NOA is di; pta:y.eil, then ,shaJl
• • • • • •
INSPECTION: A copy of • • • • .. •
PY this entire NOA shall be provided to the user by the manufacturer ar its cstributors. • •
and shall be available for inspection at the job site at the request •
P J equest of the
This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7
The submitted documentation was reviewed by JRrge L. Acebo.
•
•
•
• •
• •
• •
0 • •
•• •
•• •
• • •
•• • •
NOA No.: 06- 0201.02
Expiration Date: 05 /10/11
Approval Date: 04/13/06
Page 1 of 7
•
•
ROOFING ASSEMBLY APPROVAL:
Category:
Sub Category:
Materials:
Roofing
Roof tile adhesive
Polyurethane
SCOPE:
This approves Polypro® AI1160 as manufactured by Polyfoam Products, Inc. as described in Section 2
of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by
applicable building code, does not exceed the design pressure values obtained by calculations in
compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high
profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Pr oduct Dimensions Test
Polypro® AH 160 Specifications
N/A TAS 101
Foampro® RTF 1000
ProPack® 30 & 100
N/A
N/A
Product Description
Two component polyurethane foam
adhesive
Dispensing Equipment
Dispensing Equipment
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.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1 622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Results
1.6 lbsift.3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft2
3.1 Perm /Inch ••••••
+0.07% Volume Change @ -40 °¢ t 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 A ene 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
Miles Laboratories 25 -7492 SSTD 11 -93 12/12/95
NB -589 -631 ASTM D 1623
Polymers Division 02/01/94
Ramtech Laboratories, Inc. 9637 -92
ASTM E 108 04/30/93
Southwest Research Institute 01- 6743 -011
ASTM E 108 11/16/94
Trinity Engineering
01-6739-062b[ 1 I ASTM E 84 01/16/95
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
LIMITATIONS:
•••• •
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Ass& g!y For fire • ••••
•rating.
•
•
2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. . •
3. Minimum underlayment '
••••
' • • •
yment shall be in compliance with the Roofing Application Standard �$ 120. • • • . •
4. Roof Tile manufactures acquiring acceptance g ceptance for the use of Polypro® AH 160 roof tire'ac$'esive witji• •
their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive wit11.• ' •' • •
• .. . . •
their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
'F'
W
•
. •
k:2:
F'=
MS
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 3 of 7
•
INSTALLATION:
1. Polyprol 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® A11160 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
Roofmg 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 PoIyfoam
Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority
having jurisdiction.
5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-
1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as
determined at calibration. No other settings shall be approved.
6. Polypro® AH160 shall be applied with Foampro RTFI000 or ProPack® 30 & 100 dispensing
equipment only.
7. Polypro® AH160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after
Polypro® AH160 has been dispensed.
9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement
Details' herein. Each generic tile profile requires the specific placement noted herein.
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Flat, Low, High Profiles
High Profile (2 Piece
Barrel)
Flat, Low, High Profiles
Flat, Low, High Profiles
LABELING:
Placement
Detail
#1
#I
#2
Single Paddy
Weight Min.
(grams)
35
17 /side on cap and
34 /pan
24
Two Paddy Weight
per paddy Min.
(grams).
N %A•�e
NM': •'
N/A... •
a
• •
,...
All Polypro® AHI60 containers shall comply with the Standard Conditions listed J2ereiii.
BUILDING PERMIT REQUIREMENTS: •
As required by the Biding 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
•• ••
• • •
• •
• •
• • •
•• •
•• •
0 • •
•• •
•
• •
•• •
• • •
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 5 of 7
•
• •
•
•
•
• •
• •
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
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
END OF THIS ACCEPTANCE
....
•
• •
• ••••
• • • •
•• • •••• •
• •
•••
•
• • •
•••• • • • •
• •
•••• •
• •
• •
•• ••
• • •
• • •
•• •
• • • •
• • ••••
• •
• • •••• • •
• • 0
•• • •• • • •
• • •
•• •
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 7 of 7
M�•
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
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 AEI (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: GAF Ruberoid® Modified Bitumen Roof System for Concrete Decks.
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 tevision or cffartgar 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.•taidure toeomply
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, Fforida, •
and tailored by
the expiration date may be displayed in advertising literature. If any portion of the NOA i4 displayed, *gal its shall
be done in its entirety. •
•
•
•
•
••
•
• •
•
• 0 •
• • ••••
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufact grervrits distribntbrs
and shall be available for inspection at the job site at the request of the Building Official. • • • . • • . • .
This NOA renews NOA #01- 0712.14 and consists of pages 1 through 41.
The submitted documentation was reviewed by Frank Zuloaga, RRC.
•• •
NOA No: 03- 0430.13
Expiration' Date: 11!06/08
Approval Dot o:10/31/03
Page 1 041
Membrane Type: SBS
Deck Type 3: Concrete Decks, Non - Insulated
Deck Description: 2500 psi structural concrete or concrete plank
System Type 1'': Membrane fully adhered with approved asphalt.
All General and System Limitations shall apply.
Base Sheet. GAFGLAS® STRATAVENT® RiiminatnrTM Perforated, Laid dry over primed
concrete deck.
Ply Sheet (Optional) one, or more plies of RUBEROID® 20, GAFGLAS #80 Ultima,
GAFGLAS® PLY 4 or GAFGLAS FIexP1yTM 6 ply sheet.
Adhered in a full mopping of approved asphalt applied within the EVT range and at
a rate of 20-40 lbs:Isq
Membrane: One or more plies of RUBEROID® 2tj, RUBEROID® MOP Smooth, Ruberoid®
Mop 170FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid®
30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID® UItraCladT' SBS.
Adhered in a full mopping of approved asphalt- applied within the EVT range and at
a rate of 20-40 Ibslsq
Sing: (Optional, required over RUBEROID® 20 and RUBEROID MOP Smooth) Install
one of the following.
1. Gravel or slag applied at 400 lb. /sq. and 300 lbfsq. respectively in a flood coat
of approved asphalt at 60 lb/sq.
2. GAFGLAS Mineral Surfaced Cap Sheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 Ibsisq.' •
3. MatrixTM System Pro Aluminum Roof Coating Fibered 301 or QA V Premieii r • •
Fibered Aluminum Roof Coating applied at a rate of 1 -2 gal/stl• • • : • • •
Matrixm 305 Fibered F.mnlsion at 3 gal /sq. (for Mop Sm000 a cations •
only).
4. Top Coat Surface Seal, Top Coat MB Plus, GAF WatberCote k•WeatheiCote
LOW-VOC applied at rate of 1 -1.5 gal/sq.
Maximum Design -195 psf (See General Limitation #9)
Pressure:
• •
•...
• ..
• • •
NOA No: 034430.13
Expiration Date: 1111)6/08
Approval Date:10 /31/03
Pap 32of41
CONCRETE DECK SYSTEM LIMITATIONS:
1. If mechanical attachment to the structural deck through the lightweight insulating concrete is
proposed, a field withdrawal resistance testing shall be performed to determine fastener patterns
and density. All testing and fastening design shall be in compliance with Testing Application
Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and
sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant.
NOA No: 034430.13
Expiration Date: 11106/08
Approval Date:10/31/03
Page 40 of 41
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 sh calc • • • •
compliance with Roofing Application Standard RAS 117. (When this iimiddtipfl iii specifically • •
referred within this NOA, General Limitation #9 will not be applicable.) •••• •
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termieatien designs •
shall conform with Roofing Application Standard RAS 111 and applicable wind Ittad'4equire ts, •
9. The maximum designed pressure limitation listed shall be applicable to all roof prat:fe zone (Le.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall do p;maittei for: • •
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended cornersajgggrners). •
(When this limitation is specifically referred within this NOA, General Limita1i6nX7 willauot.
be applicable.) • •
10. 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. • • •
END OF THIS ACCEPTANCE
NOA No: 03-0430.13
Expiration Date: 11/06(08
Approval Date :10/31/03
Page 41of41
•• •
•
•
•
• •
• •
TGFU.R1306 - Roofing Systems
Underwriters
q� .p
Laboratories
TGFU.R1306
Roofing Systems
Page .B.. ottom Questions?
Roofing Systems
Guide ,Information
GAF MATERIALS CORP
1361 ALPS RD
WAYNE, NJ 07470 USA
Page 1 of 55
R1306
"Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base
sheets in any of the following Classifications.
1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® may be used in any
existing noncombustible deck Classification. When this is done, the resulting roofing system is
acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and
overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it
must be placed below the overlayment board.
• •
• . ••••
Also, multiple plies of " GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsam bens -D® in
••••
hot asphalt.
•
•
••
• •
"EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable GrassifiMbh:
• •
•• • •••••
• • • • •
"GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may b inechanicalry: t phed of. lit
mopped over noncombustible decks and as a recover over existing roof systems.: • : • • • •
• •
/ • • •••• • • • GAFGLAS Perlite Insulation }nay be utilized as a cover board over "EVERGUARD" fnsulatfo•n In any •
of the following systems. • • •
Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping
asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classficatons
include "ENERGuard EPS Insulation ".
•
•
•.
References to glass fiber insulation include " EnergyGuard Fiberglass Insulation ".
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
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TGFU.R1306 - Roofing Systems
Page 9 of 55
Membrane: — "Ruberoid Torch Granule 1" (modified bitumen).
Surfacing: — Gravel at 400 lbs /sq, loose laid or concrete blocks, at 10 lbs /sq and spaced not
more than 1/8 in.
3. Deck: NC Incline: 3
Insulation (Optional): — Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in.
Base Sheet (Optional): — Type 15 asphalt organic felt or Type G2.
Membrane: — "Ruberoid Torch Granule 1" (modified bitumen).
Surfacing: — Gravel.
4. Deck: C -15/32 Incline: 1/4
Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness.
Membrane: — "Ruberoid Torch Granule 1" (modified bitumen).
Slip Sheet: — 0.004 in. polyethylene (not UL Classified).
Surfacing: — 3/4 in. thick concrete with one layer of No. 10 Summerville Quarry tile (or
equivalent) grouted in place.
5. Deck: NC Incline: 2
Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness.
Membrane: — "Ruberoid Torch Granule 1" (modified bitumen).
Surfacing: — 3/4 to 1 -1/2 in. diam river bottom stone at 1000 lb /sq or concrete pavers weighing
not less than 10 lb /sq ft and spaced not more than 1/8 in.
6. Deck: NC Incline: 3
Insulation: —
Membrane:
Surfacing: —
a)Polystyrene, 2 in. max, b)Isocyanurate, any thickness, laid loosely. • • • •.
— " EverGuard SR" or "EverGuard FB ", 40 -100 mil (TPA); Jail loosely".:::.
River bottom stone (3/4 - 1-1/2 in. diam) at 1000 lb /sq or mete roaaaavers.
7. Deck: C -15/32
Incline: 1/2
••••
• •
••••
•
• •
•
•
•
• •
• •••••
• •
•
• • • • •
Slip Sheet: — One or more layers Atlas Roofing "FR50 ", mechanically •' asf &ned. • • •
Membrane: — " EverGuard TPO2 Plus" , 45 mil. •
• ' •
Surfacing: — River bottom stone, (3/4 to 1 -1/2 in. diam) at 10001bs /sgor ceperete reef paver!.
• •
8. Deck: C -15/32 Incline: 1/2
Base Sheet:
fastened.
Membrane:
Surfacing: —
•• • •• • •
• • • •
•• •
— Two or more layers Type G2, "GAFGLAS Basesheet #75 ", mechanically
— " EverGuard TP02 Plus ", 45 mil.
River bottom stone, (3/4 to 1 -1/2 in. diam) at 1000 lbs /sq or concrete roof pavers.
Class A - Fully Adhered
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•
•
TGFU.R1306 - Roofmg Systems
Page 12 of 55
Insulation (Optional): — Perlite, fiber glass, isocyanurate, urethane or perlite / isocyanurate
composite.
Base Sheet: — One or more layers Type G2 or G3 base sheet, hot mopped or mechanically
fastened.
Ply Sheet (Optional): — One or more layers Type 01, hot mopped in place.
Membrane: — " Ruberoid Mop 170 FR ".
16. Deck: C -15/32 Incline: 1/2
Insulation (Optional): — Perlite, fiber glass, isocyanurate, urethane or perlite / isocyanurate
composite, offset 6 in. from joints.
Base Sheet: — One or more layers Type G -2 or G -3 base sheet, hot mopped or mechanically
fastened.
Ply Sheet (Optional): — One or more layers Type G -1, hot mopped in place.
Membrane: — One layer "Ruberoid To Smooth" or "Ruberoid Mop Smoo -
Membrane: — One layer '.,Ruberoid Mop 170
17. Deck: NC Incline: 1
Insulation (Optional): — Perlite, fiber glass, wood fiber, isocyanurate, urethane or
perlite / isocyanurate composite.
Base Sheet: — One or more layers Type G2 or G3 base sheet, hot mopped or mechanically
fastened.
Ply Sheet (Optional): — One or more layers Type 01, hot mopped in place.
Membrane: — One layer "Ruberoid Mop,170 FR"
18. Deck: NC Incline: 1/2
Insulation (Optional): — Perlite, fiber glass, wood fiber, isocyanurate, urethane or
perlite /isocyanurate composite. • • • •
Base Sheet (Optional): — One or more layers Type G -2 or G -3 base sheet aligt moppedtir
mechanically fastened.
•• •••• •
Ply Sheet (Optional): — One or more layers Type G -1 hot mo ppe d in A1.. ••••
•
•
•
••••••
Membrane: — One layer "Ruberoid Torch Smooth" (smooth), "Ruberoicl Mvp Smgoth'� • •
•••• •
Membrane: — One Layer "Ruberoid Mop 170 FR" (granule).
19. Deck: NC Incline: 1/2
•• •
• • • • •
•• • •• •• •
• •
•
• • • •
• • • ••••
• •
• Insulation (Optional): — One or more layers perlite, glass fiber, isocyaLur14, urethari•or
perlite / isocyanurate composite, any thickness. ••
Base Sheet: — One or more plies Type G1 or G2, hot mopped or adhered with Karnak Chemical
"No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal/sq.
Membrane: — One layer "Ruberoid Mop 170 FR ", hot mopped or adhered with Karnak
Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal/sq.
20. Deleted.
21. Deck: C -15/32 Incline: 1/2
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