RF-07-1746`-
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 11/28/2007
Inspector: Grande, Claudio
Owner: DAVIE, PATRICIA
Job Address: 70 100 Street NE
Miami Shores Village, FL 33138-
Project: <NONE>
Contractor: ALL AMERICAN ROOFING INC.
Block:
Permit Type: Roof
Inspection Type: Final
Work Classification: Roof - New
Phone Number
Parcel Number 1132060131200
Lot:
Phone: (305)772 -7663
Building Department Comments
RE -ROOF COLOR THRU TILE
l `
Inspector Comments
Passed
CREATED AS REINSPECTION FOR INSP- 67330. CC
1. REPLACE BROKEN TILES
2. CUT SMALL VALLEY
Failed
JR 11/15/07
cc
(..) 00 A--
Correction
Needed
cee
..ti2"---
Re- Inspection
Fee
(--------
($75)
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Tuesday, November 27, 2007
Page 2 of 2
A . Tomassi Roof Testing, Inc.
5451 NW 24th Street, Suite # 3
Margate, Florida 33063
TAS — 106 -95
Roof Tile Static Uplift Test Report
Tel. 954 — 979 —1180
Fax. 954 — 979 —1182
Test Date:
November 8, 2007
Project:
70 N.E. 100th Street, Miami Shores, FL
Contractor:
All American Roofing
Permit #:
RF8071746
Roof Pitch:
3:12
Tile Installation Date:
October 24, 2007
Attachtnent Method:
Polyprofoam
Tile Type:
Monier Life
All testing is in strict accordance with the 2004 Florida Building Code, High Velocity
Hurricane Zone Testing Application Standard (TAS) 106
Each Test location was pulled using a Imada Force Gauge to a minimum of 35 lbs.
TEST SUMMARY:
Roof Area
Total # of Tests
# of Tests Passed
% Passed
Field
18
18
100 %
Corner
16
16
100%
Perimeter
27
27
100%
Ridge
7
7
100%
Hip
7
7
100%
TEST RESULTS: PASSED
See Attached Sketch For Further Details:
Report Reviewed by:
Dominick Scarfo, AR00 l 248
Dade County Certified Testing Agency #03- 0317.03 Revises: 02- 0814,10
Testing * Design Specifications * Management * Quality Assurance
95'
T = Tested Tile & Passed
F = Tested Tile & Failed
B = Broken Tile
M = Missing Tiles
T
T
T
T
FLAT ROOF
T T
TAS —106
All Dimensions Are Approximate
T
A
50'
Project:
70 N.E. 100th Street
Miami Shores, FL
8/29/2007 11:52 AM FROM: Kimball Kimbell -ElectC.04:0, Laboratory, Inc. TO: 19549791182 PAGE: 007 OF Oil
Cer ifit Cakbration
# KELC-32577
vtroth c Laboratory, Inc.
wisioaMeasuranont Egaipment Specialists
ivV1.4340
KIMBALL ELECTRONIC LABORATORY, INC
8081 W 21 LANE
•HIALEAH, FL 33016
wais—att
Deitcription:- IMADA0PSH440,PULL TESTER
Manutadurer.
Modol Number:
Part Number:
:Range:
IMADA
DFH-41.40
DPSH-440
04410:-LBS
Serial-Number: 199171
Customer1.0.: NIA
Oust., El,areode: NIA
Cust. IIcatkin: N/A
Specifications: -El- ,2 LS
Purchase Order #
4,4444,1
A. TOMASSI ROOF TESTING, INC.
5451 NW 24 STREET
MARGATE
Cal Date:
Cal. Due Date:
Cal. Interval:
Received:
Calibration Result:
Environmental Conditions:
Performed By:
Procedure:
FL 33063
23-Aug-07
23-Nov-07
3 MONTHS
IN TOLERANCE
PASS
72 DEG F / 60 % RH
ELIU
LAGO
SYN156
, .
IttiS15.101tettif9 thatiWOOVIVItiotillSZIMOTRAOCitti Or.excoods:all *specification as stated In the referonced.procedure at.the,poiritstestetilunieevdtberVilee-nOted)i.lt has: • "
.beenvattbnited tiairrOneebefebte:ritatafidaideitiatatiblirIalthe,National Institute of.Standarde and Technology (NIST), br to NIST.actopted.iritrinaiitarfOrCia,Orrneitscrement, or
is In .accordance with Kimbail'EleCtOniclaboratery,, Inc ,Oubilty Asearance.:MatitiaL KELM:0141* system .18
A2U‘Itriaritlitiod-tcHSOVIE-04MS.. AnbcOhiplitint*IttAltiL4.ST1749613-2kencIANSI/MOSLE640-1-1994. TU RS Whon.applicablebt#4reater.theh.oeciartO4fimithibtOanded
• .untertaintrintadtbealOplataittrallistUnctitaintyltatio, With-itoiiere:ge.fattor..of Kg12 it a contitiencelevel of approximately 95%, otherwis-e rioted:
. .
Any number °Treaters tray.:.causoithe.calibration item to driftbul of calibration before the recommended interval has expired.
tsk A2-Wwiaoke.;(*N..
THIS UNIT WAS FOUND TO BE IN TOLERANCE AT THE TIME OF CALIBRATION.
PERFORMED ROUTINE CAL. NO AaJusTmENTs REQUIRED
Company
KIM001
ID.
ortr.P:tvi) "r'io,,ft,
DOSOliption
AKO TSD 2052-SB DEAD WEIGHT SYSTEM
ftvaeA,:-uteWWWWW10"---
4 .1.
Last Oat
:t546V46
Certified by:
ELIO
Approved By:
JAVIER
LAGO 23-Aug-07 3:22:34 PM BALCEIRO 23-Aug-07 3:22:59 PM
This report may not be reproduced, except in full, unless permission for the publication of an approved abstract is obtained In writing from KELI Labs., Inc.
Kimball Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL, 33016
Tel: 305-822-5792 - Toll Free: 800-393-1094 - Fax: 305-362-3125 - Web: www.kelilabs.com
Cal. Due Date
30-Nov-07
.422k..AWar f‘,.har"rxklWi
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.22Q4 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2004
S
laAUG 1 6 2
rte;
Permit No. C. FO'" 4k
Master Permit No.
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) C1O... IbNi it Phone #(50s)14$
Owner's Address Ale 4c0 Sf.
City t - , ® Skores State
Tenant/Lessee Name
Zip
Phone #
Job Address (where the work is being done) 40 PG 4 co St
Miami -Dade Zip S 15y
City Miami Shores Village
FOLIO / PARCEL # \ \ o(O 3 4 a
Is Building Historically Designated YES
Contractor's Company Name
Contractor's Address i
City ice r elL `rte
Qualifier Name 1(16 *loh c tQY\V\
State Certificate or Registration No. ccc 5q
County
NO
Architect/Engineer's Name (if applicable)
Value of Work For this Permit $
Type of Work: DAddition
Describe Work:
alA
Zip
Phone #
Certificate of Competency No. C.C-00(-(3q, ( a
Phone #
Square / Linear Footage Of Work:
DAlteration ['New
❑ Demolition
Submittal Fee $
Notary $ Training/Education Fee $ 1 • )
Scanning $ 2.-- Radon $
Bond $ Code Enforcement $ Double Fee $ //��
Total Fee Now Due $ 4 01 .9
S
Permit Fee $
CCF $ 2-5 (0 CO /CC
Technology Fee $ 8 15
DPBR $ Zoning $
Structural Review. $
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 .1M absence of such posted /.� e, the
inspection will n. /' e approved and a pection fee will be charged.
Signature
Owner or Agent Cintracto
The fore oing instrument was ac owledged before me this -7 The foregoing ins ent was acknowledg yore me this q
who is personally known to me or who has produced who is personally known to me or who has produced
as identification and who did Wce an oath.
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: A4
My Commission Expires:
P '', Monalisa Gi o
Commission #DD 1944
a c Expu'es� Iona 2008
Plc.
My Commission Expires:
*,r *,x*** * *, ************** * ** * * ***** * * ** * *** * ********, *** * ** ***** * * * ** * *, t”* * * **,r******* * * **** ** *** * ** *,ter * **
APPLICATION APPROVED BY:
(Revised 02/08/06)
Plans Examiner
Engineer
Zoning
SECTION 1524
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
• • •e• •
••e•• • • • • • • • • e••
• •• • •
• •
•• • • • •
• •
• •
•• 1 • •••
• • • •• • • •• • • • •
••• • • • • • • • • • • • • •
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor i5'• rdVide the o3wner with
the required roofing permit, and to explain to the owner the corn t
Chapter 15 of the Florida Building Code, Building govem the mi
industry for roofing system installations. Additionally, the following
agreement between the owner and the contractor. The owner's ini
it m has been explained.
n... The provisions of
prld of the
be l fldr�sSed ae part of the
/v 1. Aesthetics - Workmanship: The workmanship provisio of (F=1 h Velocity Hurricane
one) are for the purpose of providing that the roofing system meet hie wi r istar and water intrusion
performance standards. Aesthetics (appearance) issues are 'not a consideration with respect to
workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a
zo ing code, should be addressed as part of the agreement between the owner and the contractor.
2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the
Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common Roofs: Common roofs are those which have . no visible delineation between
neighboring 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 work to be performed.
4. Exposed Ceilings: 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; therefore, roofing
nail penetrations of the underside of the decking may not be acceptable. The Florida .Building Code
ovides the option of maintaining this appearance.
5. Ponding Water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the
o'ginal roofing system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge
if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
• a rdance with the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in =nding the s;- ce life-
the r•f..,
Property Address ! ���ROVE® —" E umber
SUBJECT TO CO
MPLIANC NTH ALL FEDERAL
STAB_ AND COUNTY RULES AND REGt_?r ATI
• • ••. • Page 1of1
.•. • • ....••• • •
• • • •..' • •
•
• • •••
_.. • •••
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC Aj'P1.ICON •
Master Permit No.
Contractor's Name:
• • •
• • • .
Section A (General Information) • •
Process No.
•• • •
• • •
Job Address: •• :':
M1P∎ine.rlcay\ 1 _..•••_'
•
Roof Category
Low Slope ❑ Mechanically Fastened Tile
❑ t Asphaltic Shingles ❑ Metal Panel /Shingles
i Prescriptive BUR -RAS 150 ❑ Other:
•• •••
• • • . • • •
• • • •'
••• • •
• •
•
• •
• •
•
• •
• •
• •
••• •.
•
•
•r
• • •
Mortar /Adhesive Set Tile
❑ Wood Shingles /Shakes
Roof Type
❑ New Roof Re- Roofing Li Recovering ❑ Repair ❑ Maintenance
Are there Gas Vent Stacks located on the roof? ❑ Yes 1C4 If yes, what type? ❑ Natural ❑ LPGX
Roof System Information
Low slope roof area (ft.2, q a q Steep Sloped area (ft.2) I "�QIJ 4 Total (ft.2) i &ct ''
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.
Perimeter W dth (a'): Corner Size (a' x a°):
■•u
■■
"
:
■
■■■■
M:■
■
■■■
I ISM
{
■
■
■
*:
.��
::
as
:M
O::
:::u1
i
:
v
�..
ISi
ama
:
:■-
■
■
■■■u
M■
. ■■:■
■
M�
■e■
'"\
11
��>r
•
r
■�■■
■■.
R....
a
...
a:
M%
ir2k
■■&
Amino
■■■
•
Iiimmilain
f� V.inu
■
.
Ei
i
s
E
lmm
1■■�
a
a
::■
...-
■
.
..
m
:•:
■
■
�"a
O
■■
DSO
d.l:O:
��
:E
■
■■
■■■
t
I..
s
■■■
■■
■
`■
■
_.�.__
u
i.
y
t
■
a.
_
as
u1
..Il.r■
■>.
.■.:
�a
I�
1
■_
...
■'�
i
■
:
■
■mi■
_.
■■
aI�rain
g
■
■■.■■
■■
....
.
mill
■ a.
I.
■■
■■
■■
■
■■
.f■
4611
"Ili
���:M
'r■'i
■�
::■l_■
■
■■M:■■
:■
■
: �a■l
■■
.■1
•■
■■t
J
�
ar
■■■i
d.
A
.m
mummu•u:m:0
n■■■
'F
■■
.KM
ON
■■■
I .o
■
iM
�
_
MCI
sink
■l
1
.■F
I..�
■■
■■■
■
■■
■
_•
1
■
u .tI"�MEMIS.■
■■
■ ■■
■i■
■■
iii
■■■
'1._
W:m■
'p
ro.mm:M:
a
.
EMMEN
'■M:
II
rlan
■
•
ii
■n
M■
■::
O:
■■
WI
-
■.
. ■ ■.nn
li:
• • ••• •
••.•• • • • • ••••• •"•• • • • ••• • • •
• • ••• • • • • • • • •
• • • ••
Florida Building Code Edition 2004 : ; • •, • •• . . • � ••
High Velocity Hurricane Zone Uniform Permit Application t*o • • ::
••• •
Section C (Low Sloped Roof System) I4 QXd /4rJQ
Co" CSC, ors ^ bel Flo
embt Com onents
Fill in Specific Roof Assembly Components
Identify Manufacturer
(If a component is not used, identify as "NA")
System Manufacturer :�l�i
NOA No.: ci o° C -i L7 oq
Design Wind Pressures, From RAS 128 or
Calculations:
Pmax1: L1q.q Pmax2: gait" Pmax3: la4.3
Max. Design Pressure, From the Specific NOA
System: 59.5
Deck:
Type: (r ! rr 1
n
Gauge/Thickness: t b
Scope: 1I rr
Anchor/Base Sheet & No. of PIy(s): — N/A
Anchor/Base Sheet Fastener/Bonding Material:
NIA
Insulation Base Layer. — NVA
Base Insulation Size and Thickness: — NI/A--
Insulation Fastener/Bonding Material:
NPA
Top Insulation Layer. ( iA
Top Insulation Size and Thickness: -- NIA
Top insulation Fastener/Banding Material:
Base Sheet(s) & No. of Piy(s): PPa8 i
Base Sheet Fastener/Bonding Material.
,,y�,Rrr r i1 +TNT
PIy Sheet(s) & No. of PIy(s):
Ply Sheet Fastener/Bonding Material:
N/fl-
Top Ply: 'A 2A Li. 5 ri)FR
Top PIy Fastener/Bonding Material:
'Torch "Rppliod
Surfacing:— N/H
Fastener Spacing•for Aseet•'
Attachment • • • • :e. :
Reid: G "oc CO Lap, # Rows _. 1'd 1oc
Perimeter: La" oc @ Lap, # Rows i�- • @ Con oc
Comer_ lo_ " oc @ Lap, # Rows A . 0 to" oc
•••
•
•
•
•
•
Number of Fasteners Per Insulation Board
Field IA Perimeter N/A Comer N/A
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 Manufacturers Details that
Comply with RAS 111 and Chapter 16.
pPpx t -5 MFR
a
3x3
i inch
1- 4 tiyalt,
i�
�. �1-ictrIk
A
Ft I`YA
Parapet
Height
Mean
Roof
Height
F
Membrane Type:
Deck Type 1I:
Deck Description:
System Type E:
APP
Wood, Non - insulated
19/32" or greater plywood or wood plank
Base sheet mechanically fastened.
All General and System limitations apply.
Base Sheet:
Ply Sheet:
Membrane:
Surfacing:
• • •••
•. •• •
• • • •
• • •
• • •
• • •••
• •
• •
•
• •
• •
• •
• •
•
• •
• •
••
•
• • • •••
• • •• •• •
• • • • • •
••• • • •
• • • • •
• • • • •••
• ••
•• •
• • • • •
• • • •
• • •
••• • •
• •••
• • •
• • •
• . .
•••
•. • • • •• ••.
••
•
• • • • • • • • • •
(Option #r) One ply of JM APP Base, PermaPly 28, Glasbase Plus or
Ventsulation mechanically fastened to the deck with JM UltraFast, Olympic or
Tru -Fast metal plates and fasteners at a 4" side lap 12" o.c. and two rows staggered
in the center of the sheet 18" o.c.
(Maximum Design Pressure —4S psf — See General Limitation #9.)
(Option #2) Minimum two nil% of JM PermaPly 28 or Ventsulatton
simultaneously fastened to the deck lapped 4" and fastened with approved roofing
nails and tin caps 9" o.c. at the lap and two rows staggered in the center of the
sheet 12" o.c.
(Maximum Design Pressure —52.5 psf — See General Limitation #7)
(Option #3) Minimum two plies of JM PermaPly 28 or Ventsulation
simultaneously fastened to the deck with JM Ultrafast fasteners and Metal Plates
spaced 9" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the
sheet.
(Maximum Design Pressure —52.5 psf — See General Limitation #7.)
N l� (Optional) One or more plies of JM APP Base, APPeX 4S or APPeX 180 heat
1. welded to base sheet.
One or more plies of APPeX 4S, APPeX 180, APPeX 4.5M or APPeX 4.5 MFR
heat welded,
N` PS (Optional) Install one of the following for all systems that do not achieve
acceptable fire ratings through the use of FR membrane sheets.
1. 400 lb. /sq. gravel or 300 lb. /sq. slag in a flood coat of approved mopping
asphalt at a rate of 60 lb. /sq.
2. Karnak 97, Karnak 97 AF, Monsey Premium Long Life Aluminum Roof
Coating Asbestos Free or Monsey Prograde Aluminum, JM Topgard Type A,
Topgard Type B, JM Aluminum RF CT, Grundy AL MB aluminum coating at
a rate of 1 -1/2 gal/sq Mousey Aquabrite, Gardner asphalt emulsion, APOC
Sunbright 400 or Henry 229 Aluminum Emulsion at 2'/2 gal/sq or APOC 212
Aluminum Roof Coating at 3 gal/sq.
3. Grundy 20 F asphalt emulsion, Endure Asphalt Emulsion, APOC 302 or 302
AF applied at 21/2 gal/sq with optional 60 lbs. /sq. of roofing granules
embedded in wet coating.
Maximum Design
Pressure: Se
e Fastening Options Above
NOA No.: 06- 0417.09
Expiration Date: 06/14/11
Approval Date: 06/22/06
Page 15 of 16
MIA •DAD�
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Johns Manville Corporation
71717 ' Street
Denver, CO 80202
• • ••• •
•• •• • • • •
• • • • • • • •
•
• • • •••
• • • • •
• • ••• • •
• • •••
•• •• •
• • • •
• • •• •
• • • • •
• • •••
• .
• -• • • •• •• • ••• •
• 1A gATAADIVOQNJ'Y! FRORIDi •
TR•Q- bAD6►h1.AGj,.LR BU1,.DIIRG
140 WEST FLAGLER STREET; SUITE 1603
MIAMI, FLORIDA 33130 -1563
(3 14•37I -2401. •.F!' a X300731552908
• ••• • • . •
• • • • • •• • •
• e
•
OOO
•• • • • • • ••• •.•
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 High Velocity
Hurricane Zone of the Florida Building Code.
DESCRIPTION: Johns Manville API' Modified Bitumen Roofing Systems Over Wood Decks
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 revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,
then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 03- 0212.01 and consists of pages 1 through 16.
The submitted documentation was reviewed by Jorge L. Acebo
NOA No.: 06- 0417.09
Expiration Date: 06/14/11
Approval Date: 06/22/06
Page 1 of 16
ROOFING ASSEMBLY APPROVAL
Category;
Sub - Category:
Deck Type:
Maximum Design Pressure
Fire Classification:
Roofing
APP Modified Bitumen
Wood
-52.5 psf
See General Limitation #1
• • ••• • •
•• •• • • • •••
• •. .• •
• • • ••• • • •
• • • • • •
• • ••• • • •
• •
• •
• •
• •
••
•
• •
•
• •
• •
•
• ••
•• •
• • ••
• • •
• • •
••• •
• • • •
• • • •
•
•• • •
• •••
• • •
• • • •
•••
• • •
• •
• •• ••• ••
• • •.• • • •
• •
• • •
• • • ••• ••
•
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
JM APP Base
APPeX 4S
APPeX 4.5M
APPeX 4.5MFR
APPeX 180
Bicor MFR
Tricor MFR
Bicor S
Tricor S
PermaPly 28
Dimensions
150 sq. ft. roll
32.8'x3.28 ;90
lb. roll
32.8' x 3.28'; 90
lb. roll
32.8' x 3.28'; 90
Ib. roll
32.8' x 3.28'; 90
lb. roll
39 -3/8" x 34'
39 -3/8" x 34'
39 -3/8" x 34'
39 -3/8" x 34'
36' x 108';
721b. roll
Test
Specification
ASTM D 5147
ASTM D 6222,
type I, grade S
ASTM D 6222,
type I grade G
ASTM D 6222,
type I grade G
ASTM D 6222,
type I, grade G
ASTM D 6223
ASTM D 6223
ASTM D 6223
ASTM D 6223
ASTM D 4601
Product
Description
APP modified asphalt, fiberglass
reinforced, smooth surfaced base sheet.
APP modified asphalt, polyester
reinforced, smooth surfaced membrane.
APP modified asphalt, polyester
reinforced, mineral surfaced membrane.
APP modified asphalt, polyester
reinforced, fire- retardant, mineral surfaced
membrane.
APP modified asphalt, polyester
reinforced, smooth surfaced membrane.
APP modified asphalt, polyester / glass
reinforced, granule surfaced membrane.
APP modified asphalt, polyester / glass
reinforced, granule surfaced membrane.
APP modified asphalt, polyester / glass
reinforced, smooth surfaced membrane.
APP modified asphalt, polyester / glass
reinforced, smooth surfaced membrane.
Type II asphalt impregnated and coated
glass fiber base sheet
NOA No.: 06- 0417.09
Expiration Date: 06/14/11
Approval Date: 06/22/06
Page 2of16
Product
Ventsulation
JM Topgard Type B
JM Fibrated Aluminum
Roof Coating
JM Premium Fibered
Aluminum Roof Coating
Dimensions
36" x 36'
APPROVED INSULATIONS:
Product Name
ENRGY 2, ENERGY 3, PSI -25
ENRGY 2 Composite
ENRGY 2 Plus
Fesco Foam, DuraFoam
Retro -Fit Board, DuraBoard
Fesco Board
Fiber Glass Roof Insulation
ACFoam II
Wood Fiberboard
High Density Wood Fiberboard
Perlite Insulation Board
Type X Gypsum
XPS
Structodeck
Test
Specification
ASTM D 4897
Type II
ASTM D 1227
ASTM D 2824
ASTM D 2824
TABLE 2
• ••• •
•• •• • • • •
• • • • • • •
• • • • •••
• • • • •
• • ••• • •
•
• • •••
•• •• •
• • • •
• • .
• • •
• • •••
• • •.
• • • • •• • ..•
•'roduct
• • Description • • • •
Heavy duty 4laer gless jlase sheet • • • •
impregnated and:cu'at4d bn�cQh tjdes syith
asphalt with o; vwitiout fns fiain$ral • • •
stabilizer.
Fire rated, fibered, non - asbestos, clay
water base asphalt emulsion.
Fire rated, fibered, non - asbestos
aluminum coating.
Fire rated, fibered, non - asbestos asphalt
aluminum coating.
Product Description
Isocyanurate Insulation.
Polyisocyanurate insulation laminated to
perlite.
Polyisocyanurate insulation laminated to
wood fiber.
Isocyanurate Insulation with perlite facer
A high - density perlite roof insulation.
Rigid perlite roof insulation board.
Fiberglas roof insulation.
Isocyanurate Insulation
Regular wood fiber insulation
High Density Wood Fiber insulation board.
Perlite Insulation
Gypsum Wallboard
Extruded polystyrene
High Density Wood Fiber insulation board.
Manufacturer
(With Current NOA)
Johns Manville
Johns Manville
Johns Manville
Johns Manville
Johns Manville
Johns Manville
Johns Manville
Atlas Roofing Corp.
Generic
Generic
Generic
Generic
Generic
Masonite
NOA No.: 06- 0417.09
Expiration Date: 06/14/11.
Approval Date: 06/22/06
Page 3 of 16
APPROVED FASTENERS:
Fastener
Number
Product
Name
1. UltraFast
2. UltraFast ASAP
3. UltraFast Metal Plate
4. Olympic Fastener #12 &
#14
5. Olympic Fastener ASAP
6. Olympic G -2
7. Olympic Standard
8. Tru -Fast
9. Tru -Fast Plates
EVIDENCE SUBMITTED:
Test Agency
Factory Mutual Research Corp.
Underwriters Laboratories, Inc.
Exterior Research & Design, LLC
TABLE 3
Product
Description
Insulation fastener for wood
and steel.
• • •••
•• •• •
• • • • •
•
• • •
• • •
• • •••
• • • •••
• • •• •• •
• • • • • • •
•
••• • • •
• • • • •
• • • • •••
• • •
• • • • • •
• • • • •
• • • • •
•••• •
• • •••
••
•
•• •
••
••
•
• •••
• • •
• • •
•.•
••.
• •
•
• • • • •'Ailanxfaclbret° •
DimentioOs: (rVi3h tjrt�ent NIA)
•• • • • • • ••• ••'
Pre - assembled Insulation
fastener and plate
Galvalume AZ55 steel plate 3" square &
3" round
Insulation fastener
Pre - assembled Insulation
fastener and plate
Galvalume AZ55 steel plate
Galvalume AZ50 steel plate 3" round
Insulation fastener for steel
and wood decks
Galvalume AZ55 steel plate 3" round The Tru -Fast Corp.
Johns Manville
Johns Manville
Johns Manville
Olympic Mfg. Group
Olympic Mfg. Group
3.5" round Olympic Mfg. Group
Olympic Mfg. Group
The Tru -Fast Corp.
Test Identifier
J.I.OXOA9.AM
J.I. 0W6A2.AM
J.I.0X7A4.AM
J.I. 3001482
J.I. 3002823
J.I.3003468
J.I. 3007148
3009499
3011248
3012974
R -10400
#4361- 2.04.97 -1
10390A.12.97 -1
10390A.10.97 -1
10391.01.03
Description Date
Wind Uplift 03/25/94
Wind Uplift 02/05/93
Wind Uplift 08/26/93
08/11/98
04/01 /99
02/02/00
04/19/00
4470 04/04/01
4470 11/01/02
4450 06/03/02
Published Annually
TAS 114(J) — Wind Uplift 04 /15/97
TAS 114(1) — Wind Uplift 12/15/97
TAS 114(J) — Wind Uplift 10/15/97
TAS 114(J) & TAS 117 (B) 01/29/03
NOA No.: 06- 0417.09
Expiration Date: 06/14/11
Approval Date: 06/22/06
Page 4 of 16
• • ••• • • • •••
•• •• • • • • •• •• •
• • •• •
• • • • • • •
• • • • ••• • • •
• •
• • • ••• • • • • •
• • • ••
• • • • •• •
• • • • • • • • • WOOD DECK SYSTEM LIMITATIONS: • • • • • • •
• • • •
••• • •
1 A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base
sheet.
• •••
• • •
• • • • •
•••
••• •
• or anchor
••• • • • •• ••• ••
0 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 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: Spot attached systems shall be limited to a maximum
design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field - tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed
by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant
(When this limitation is 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 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 (i.e.
field, perimeters, and comers). 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.)
END OF THIS ACCEPTANCE
NOA No.: 06- 0417.09
Expiration Date: 06/14/11
Approval Date: 06/22/06
Page 16 of 16
2003 ROOFING MATERIALS AND SYSTEMS DIRECTOM •
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (1GFU)- Continued
Insulation: "ISO 1 ", "ENRGY-2", "Fesco Foam" or any UL Classified
polyisocyanurate, polyisocyanurate/perlite composite, 2 in. thick min,
joints in insulation offset 6 in. with joints in deck.
Base Sheet " PermaPly 28" or "G1asBase" (Type G2).
Membrane "APPeX 5S ", "4S ", "Bicor S", "Tricor S ", "4.5M ", "Roof
Defender APP Cap Sheet", "4.5M FR "APPeX 180" (modified bitumen),
heat fused.
Coating Grundy "20 F Asphalt Emulsion ", 3 gal /sq or "Fibrated
Topgard Type B ", 3 gal /sq.
Surfacing. Roofing granules, 60 lbs/sq.
32. Deck: C- 15/32 Incline: 1/2
Insulation: "ISO 1 ", "ENRGY-2" or any UL Classified polyisocyanu-
rate, 13 in. min, joints in insulation offset 6 in. with joints in deck
Insulation: "Fesco ", "Retro-Fit Board ", "Fiber Glass Roof Insulation"
or any UL Classified wood fiber, glass fiber or perlite, 1/2 in. min.
Base Sheet: Two plies "PermaPly 28" or "GlasBase" (Type G2).
Membrane " APPeX 5S ", "4S ", "Bicor S ", " Tricor S ", "4.5M", "Roof
Defender APP Cap Sheet ", "4.5M FR ", " APPeX 180" (modified bitumen),
heat fused.
Coating. Grundy "20 F Asphalt Emulsion ", 3 gal /sq or "Fibrated
Topgard. Type B ", 3 gal /sq.
Surfacing Roofing granules, 6011is /sq.
33. Deck: NC Incline:1
Insulation: "DuraBoard ", "Fesco ", 'Retro-Fit Board ", "Fesco Foam ",
"ENRGY-2", "Fiber Glass Roof Insulation" or any UL Classified polyiso-
cyanurate, urethane, perlite /urethane composite, perlite/
polyisocyanurate composite, glass fiber, perlite or wood fiber; any
thickness or polystyrene (any thickness) covered with 1/2 in. min perlite
Base Sheet Type G2 or "APP Base ".
Membrane "APPeX 5S ", "4S ", "Bicor 5 ", " Tricor S", "APPeX 180 ", heat
fused.
Surfacing. Henry "307 ", 2-3 gal /sq.
34. Dec% NC Incline: 1/2
Insulation (Optional): .• "DuraBoard ", "Fesco", "Retro -Fit Board ",
"Fesco Foam ", "ISO 1 ", "ENRGY -2 ", "Fiber Glass Roof Insulation" or
any UL Classified polyisocyanurate, urethane, perlite /urethane compos-
ite, perlite /polyisocyanurate composite, glass fiber, perlite or wood.fiber,
any thickness or polystrene (any thickness) covered with 1/2 in. min
perlite:
Base Sheet Type G2 or "APP Base ".
Membrane: " APPeX. 5S ", "4S ", "Bicor S ", "Tricor S", "4M", "Roof
Defender APP Cap Sheet", "43M FR", " APPeX 180". (modified bitumen),
heat fused.
Surfacing Grundy "20F -AF" at 3 gal /sq.
35. Deck: NC Indine:1
Insulation (Optional): Any thickness, one or more layers UL Classified
perlite, wood fiber, glass fiber, polyisocyanurate, polyisocyanurate/
composite, EPS /wood fiber, EPS /perlite, EPS /composite or Partek Insu-
lation 'TAROC" roof insulation.
Base Sheet One or more layers UL Classified Type G1 or G2 or one ply
"APP Base ". •
Membrane: One' or more layers "APPeX 180", " APPeX 45 ", "43M ",
"Roof Defender APP Cap Sheet", "4.5M FR ", 'Bicor S';!'Tricor 5 ", "5S"
(APP modified bitumen), heat fused.
Surfacing. Fields "F530 Heat Shield Aluminum Coating" or 'T630 Heat
Shield Fibered Aluminum Coating", 1-1/2 gal /sq.
- -36. Deck NC • In±line:1
Insulation: Polyisocyanurate Insulation, any thickness.
Base Sheet One or more plies APP Base Sheet, applied in "MR Cold
Application Adhesive" at 1 -2 gal /sq.
Membrane: "Tricore MFR' or 'Bicore MFR", (modified bitumen),
applied in MBR Cold Application Ahesive at 1 -2 gal /sq.
37. Deck: C -15/32 Incline 1/2
Insulation (Optional): One or more layers 1/2 in. "Retro- Fit ", "Fesco ,
"Fesco-Foam", "Fiber -Glass Roof Insulation " or 2 in. min thickness of
"ENRGY-2" insulation, mechanically fastened or adhered with "MBR
Cold Application Adhesive ". All insulation joints offset from plywood
deck joints, 6 in. min
Base Sheet Two or more plies G2, " PermaPly 28 ", "GlasBase" or
"DibiGlass Base ", mechanically fastened or hot mopped.
Membrane: "Tricore -MFR" or'Bicore MFR ", (modified bitumen), heat
welded.
38• Deck: C -15/32 Incline:1 /2"�
u.
:
• • • • •e: ••
•• • ...
• ••
• ROOF COVERING M,4iEFQAI '3 Q EVT)• •
pi VII Roofing Systems (TGFU)- Continued •
• •
Insulation 'on • • • One or isore; aye j/2 in. eiro- -�'it, "Fesco ",
"Fesco-Foam", 'Tiber- Cikas. Rpof Instatid: or .is. itin,ttickness of
"ENRGY-2" insulation, mectaiticallriftistersa or ailtIret with "MBR
Cold Application Adhesive "., All insulation joints offset from plywood
deck joints, 6 in. min. . •
Base Sheet g piiEerypa;G4' 28fi,r iG1alise" or "Dibi-
Glass Base ", mecharicafrXfa iledse or b p i. ••
M .�b . e: " APPex PR "p(niod�fierb. . en,heabwelded. .
289•
39. De N ' ••
Insulation: "ENRGY 2" insulation, 2.3 in. thick, mechanically fastened.
Insulation: 1/2 in. `Retro-Fit Board ", mechanically fastened.
Ply Sheet:. • Two or more plies "GIasPIy 4 ", hot mopped.
Membrane: One or more plies "APPex 4.5 M ", heat applied.
Coating. Karnak "#97", 1-1/2 gal /sq.
40. Deck: NC Incline: 1/2
Base Sheet One ply "Ventsulation ", hot mopped.
Insulation: "ENRGY 2" insulation, 3 in. thick, mechanically fastened.
Insulation: 1/2 in. "Retro-Fit Board ", mechanically fastened.
Ply Sheet Two or more plies "GlasPly 4 ", hot mopped.
Base Sheet "JM APP Base ", heat applied. •
Membrane: One or niore plies "APPex 4.5M FR ", heat applied.
Class :13
1. Deck C -15/32 Incline: 1/4
Insulation: "Fiber Glass Roof Insulation", 1-1/2 in. or any UL Classified
glass fiber, 1 -1/2 in.
Base Sheet Type G2, "GlasBase ".
Membrane: " APPeX 4S" "4M", "Roof Defender APP Cap Sheet",
"4.5M FR ", "Bicor 5 ", "Tricor 5 ", "5S ", " APPeX 180" (modified bitumen).
Surfacing. Karnak "Karnak No. 97 Fibrated Aluminum Asphalt Roof
Coating" or "Karnak No. 97 AF Aluminum Roof.Coating" at 2 gal /sq.
2. Deck: NC Incline: 4 .
Insulation (Optional): "DuraBoard ", . "Fesco ", • "Fiber Glass Roof
Insulation" or any UL Classified perlite, wood fiber or glass fiber,. any
combination, any thickness or polystyrene (any thickness) covered with
1/2 in. min perlite. • •
Base Sheet (Optional): Type G2 or "APP Base ".
Membrane: " APPeX 55 ", 4S ", 'Bicor. S ", "Tricor 5 ", "4.5M ", . "Roof
Defender APP Cap Sheet", "4.5M FR„ "APPeX 180 ". (modified bitumen),.
heat fused.
• Coating: "Fibrated Topgard Type B ", 3 gal /sq.
Surfacing: Roofing granules, 60 lbs /sq.
3. Deck: C -15/32 • • Incline:4/4
Base Sheet Two plies " PermaPly 28" or "GlasBase ". (Type •G2).
Membrane: "APPeX 55 ", "4S ", 'Bicor 5", `"Tricot S ",: "4.5M' , `Roof
Defender APP Cap Sheet ", "4.5M FR ", " APPeX 180" (modified bitumen),
heat fused. •
Surfacing: Grundy "al MB Aluminum Roof Coating",. 2-3 gal /sq or
Monsey "Pro Grade Aluminum Roof Coating", 1 ga1/sq.
4. Deck: C -15/32 in. Incline: 1/2
Base Sheet One or more plies "PermaPly 28" or "GlasBase" (Type G2).
Membrane: "APPeX 4S", "4.5M", "Roof Defender APP Cap Sheet ",
"43M FR ", "Bicor S ", " Tricor S ", "APPeX 180" (modified bitumen),
torched in place.
Surfacing Karnak "No. 97 AF Aluminum Roof Coating" or "No. 97
Flexed Aluminum Roof Coating", 1-1/2 to 2 gal per sq. •
5. Deck C -15132 in. Incline: 1/2
Insulation: Atlas Roofing "ACFoam II",1.2 in. min, joints in insulation
offset 6 in. with joints in deck.
Base Sheet: One or more plies " PermaPly'. or "GlasBase" (Type G2).
Membrane: "APPeX 4S ", "4.5M ", "Roof Defender APP• Cap Sheet ",
"4.5M FR ",• "Bicor S ", " Tricot S ", " APPeX 180" (modified bitumen),
torched in place.
Surfacing Karnak "No. 97 AF Aluminum Roof Coating" or "No. 97
Flexed Aluminum Roof Coating", 14/2 to 2 gal /sq.
6. Deck: C -15/32 • Incline: -1
Insulation: "ISO 1 ", 12 in. min, "ENRGY-2", 12 in. min or any UL
Classified polyisocyanurate,12 in. thick min, joints ininsuiation offset 6
in. with joints in deck.
Insulation: "DuraBoard ", "Fesco ", `Retro -Fit Board'; "Fiber Glass Roof
Insulation" or any UL Classified wood fiber, glass fiber or perlite, 1/2 in.
thick min.
• Membrane: "APPeX 45 ", "4.5M", "Roof Defender APP Cap Sheet ",
"4.5M FR" , 'Bicor S ", " Tricor S ", " PPeX 180" (modified bitumen), heat.
fused.
•
LOOK FOR THE UL MARK ON PRODUCT
•
•. • ••. • • •••• •
• • • • • 1 •rS • •
• • ••• • • •
• • ..,
Florida Building Code Edition 2004 : ; • •, •
High Velocity Hurricane Zone Uniform Permit ApplicatroeFerer
Section D Stee. Si®ped Roof System)
..
•■
•• •� • • .•
• *4:6: ,•
.
•. ,. , • •,
•
••
•
Roof System Manufacturer: . •
• • • • .
-•
• ••: • • • •
•
• • •' '• • •
•
-
•a
• " ..
•
• •
Notice of Acceptance Number: _S. l a(_.. . (Y7
•
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Pmax1: 4r). (p Pmax2: / . 0 Pmax3: t6 o
J,
Maximum Design Pressure `
(From the NOA Specific System): 38
d
Method of Tile Attachment _ -{ -� `O Ilia I. i
eck Type:
Sloped Syste escripti
wow 5/s
ra
8 ' 8`k C t)
ype Underlayment: 1 lb iQ. 1+ 1 P.
nsulation:
Ridge Ventli
Fire Barrier:
Mean Roof Height: d5 a
5ttw) t i (X]iIS
Fastener Type & Spacing :. Tin 3 rze.. io i'a 4a
dhesiveType: 0 R O j+ j Q Vt, J
Type Cap Sheet: 1 fl (1 s 3ur'4 Q
frlllOrltG�' c '�6k .
oofing Covering: 1
Type & Size Drip
dge:
r'. ! y • iv. 3 X �p
11'4 R3 t. la'q: mits
MQ4 t- 0 bQ pr-i 06 c) j
Sim - - ' c - -
•
•
•• •• ••• • • •.•••
• • • * • • •• •• •
• • e • ••• • • • •
• • t•• •.• • • • • •••
• •
• • • • • •e • .• •
Florida Building Code Edition 2004 • • •'• •
High Velocity Hurricane Zone Uniform Permit Applicat►ari Fof •;.. ••:
Section E (Tole Calculations)
•• •
• • • ,•, :• ••• •*
For Moment -based tile systems, choose either Method 1 or 2. ComparetisthMIQe/ foi:hhr `14th •
the values from M,. If the Mr values are greater than or equal to the M:valt s fof •e clt tree of •• ;
the,roof, then the tile attachment method Is acceptable.
Method 1 "Moment -Based Tile Calculations Per RAS 127"
(P1:411 1p x.1.. O = a,33 ) - Mg: T,7/ / = M,, 3, r( NOA Mr
(P2:►00. lg x A . 01-4-9 = ) - Mg: ' f = M, 7, NOA Mr
(P3 :) ra0.6 x d . �2 . �� = ) - Mg: = M13 NOA Mr
1511 2. .63 s,s'i : /4•12-
' Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below, c1 NOA M, 3 Fs•'7
M, Required Moment Resistance*
Mean Roof Height
Roof Siope
15'
20'
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
. 7:12
24.4
25.9
27.1
28.2
30.0
'Must be used in conjunction with a list of moment -based tile systems endorsed by the Broward
County Board of Rules and Appeals.
For Uplift-based tile systems use Method 3. Compared the values for F' with the values for Fe
if the F' values are greater than or equal to the Fr values for each area of the r• of, then the tile
attachment method is acceptable.
Method 3 "Uplift-Based Tile Calculations Per RAS 127"
(P1: _ =_xw:= _) =W:xcps e: =Fri:
(P2: xI: =xw:= _)- W:_xcos 9: =Fr2:
(P3:_ xl: _-_ =_xw:= )- W :__xcos 9: =F�:
NOA Fl
NOA F'
NOA F'
Where to Obtain Information°
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Siope
0 '
Job Site •
Aerodynamic Multiplier
A
NOA
Restoring Moment due to Gravity
Mq
NOA
Attachment Resistance
M,
NOA
Required Moment Resistance
M,
Calculated
Minimum Attachment Resistance
F1
NOA
Required Uplift Resistance
F
Calculated
Average Tiie Weight
W
NOA
Tile Dimensions
I = length
w =width
NOA
All calculations must be submitted to the Bu
(ding Official at the time of permit application.
•
• • ••• • • • •••
•• •• • • • • •• •• •
• • • • • • • • • •
• • • ••• • •
• • • • •• •
• • ••• • • • • • •
• • • ••
• • • • • •• • • • •
M I AM POA13E : : kauM1 DAD uN 4, noiRmA
• 1 O -r?AdE FrAGLER aUII DING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION • • • • 'MIAMI, FLOMA 33 v9-1563
• 303} 7s 29D1: lot 005)03,75-2908 • NOTICE OF ACCEPTANCE (NOA) • • • • • • •
Monier Mettle, LLC
135 NW 20th Street
Boca Raton, FL 33431
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 Mianu -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 proposes. 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Spanish 'S' 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 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 revision or change in the
materials, use, and/or manufacture of the product or process: Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to .comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this Mire 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 consists of pages 1 through 5.
The submitted documentation was reviewed by Frank Zuloaga, RRC
NOA No.; 02- 1205.07
Expiration Date: 01/02/08
Approval Date:01 /02/03
Page 1 of 5
ROOFING ASSEMBLY APPROVAL
Category:
Sub- Category:
Material:
Roofing
High Profile Roofing Tiles
Concrete
• •
•• •.
• • •
• •
• •
• •
•
• •
• •
• •
• •
•
•••
•
•
•
•
•••
• • • •••
• • •• •• •
• • • • • •
010 • • •
• • • • •
• • • • •••
• •
• • ••
• • •
• • •
• • •
• • •••
•• • •
• •••
••
••
• • •••
• •
• • • • • '
• • ••• •
•.• • •.• •
• ••
• • • .
•
• • • • •
•••
•.
•
1. SCOPE
This renews a system using Monier. Lifetile Spanish 'S'Concrete Roof Tile, as manufactured
Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations
where the pressure requirements, as determined by applicable Building Code does not exceed the
design pressure values obtained by calculations in compliance with RAS 127 using the values
listed in section 4 herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Test
Dimensions Specifications
Monier Lifetile 1= 18" PA 112
Spanish 'S' Tile. w = 10 34"
mm. 3/4" thick
Trim Pieces
1= varies PA 112
w = varies
varying thickness
2.1 SUBMITTED EVIDENCE:
Test Agency
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Test Identifier
7.161 -03
Appendix DI
7161 -03
Appendix II
P0647 -01
P0402
94-084
94-083
25- 7183 -4
Product
Descriptlon
High profile, interlocking, one - piece, 'S'
shaped, high - pressure extruded concrete roof
tile equipped with two nail holes. For direct
deck nail-on, mortar set or adhesive set
applications.
Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Test Name/Report
Static Uplift Testing
PA 102 & PA 102(A)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel. Testing
PA 108 (Mortar Set)
Withdrawal Resistance Testing
of screw vs. smooth shank nails
Static Uplift Testing
PA 101 (Mortar Set)
Static Uplift Testing
PA 101 (Adhesive Set)
Static Uplift. Testing
PA 102 (2 Quilc Drive Screws,
Direct Deck)
Date
Dec. 1991
Dec. 1991
Aug. 1994
Sept. 1993
May 1994
April 1994
Feb. 1995
NOA No.: 02- 1205.07
Expiration Date: 01/02/08
Approval Date :01 /02103
Page 2 of 5
Test Agency
The Center for Applied
Engineering, Inc.
Redland Technologies
The Center for Applied
Engineering, Inc.
Professional Service
Industries, Inc.
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Welker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering,, Inc.
Test Identifier
25- 7214 -3
Letter Dated Aug. 1, 1994
Project No. 307025
Test #MDC -78
224 -47099
520111 -3
520191 -2 -1
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations.
Evaluation Calculations
Calculations
• • ••• • • • •••
•• •• • • •
• •• •• •
• • • •• • • • •
• • • ••• • 41,11••
• • • • • • •
• • • ••• • • • • • •••
• • .• ••
• • • • •• •
• • • • •
Test N/A/400 t : : s : •
••• .
• •••
• • • •
Static Uplift Testing
PA 102 (1 Quik- 13rife Scry,
Direct 11tH': :
• • ••• • • • •••
•• •• • • • •• •• •
• • • • • • • .• • •
• • • ••• • • •
• • • • • • • •
• • ••• • • • • •••
• • •• • •••
• • • • •• • • • •
• • • • • •• • • • •
• • • • • - • • • • •
Table 1: Average
Weight (W) and Dimensions (lex w) • • •
A. (ft )
Direct Deck Application
•
• .
Tile Profile
Weight -W (Ibf)
Len gth -`{ft), .
. Widthiw.(ft)..
Direct
Deck
Battens
• • •
• •
• • •
Battens
Direct
Deck
Monier Lifetile Spanish 'S' Tile
9.64
1.5 : : •
• :
:11.865
8.44
•:
•• •
Table 2: Aerodynamic Multipliers - I. (ft
Tile
Profile
A. (ft )
Direct Deck Application
Monier LIfettle Spanish' S' Tile
0.259
Table 3: Restoring Moments due to Gravity Ma (ft -Ibf)
Tile
Profile
3 ":12"
4 ":12"
5 ":12"
6 ":12"
7 ":12" or
greater
Monier Lifetile
Spanish 'Ville
Battens
Direct
Deck
Battens
Direct
Battens
Direct
Deck .
Battens
Direct
Deck
Battens
.
Direct
Deck
N/A
8.51
N/A
8.44
N/A
827
N/A
8.07
N/A
7.87
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Nall -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Monier Lifetile Spanish ,S'.
Tile
2 -10d Rinj Shank Nails
28.6
41.2
1 -10d Smooth or Screw
Shank Nail
5.1
6.8
2 -10d Smooth or Screw
Shank Nails
6.9
92
1 .#8 Screw
20.7
20.7
2 .#8 Screws
43.2
432
1 -10d Smooth or Screw
Shank Nall (Field Clip)
23.1
23.1
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
29.3
29.3
2 -10d Smooth or Screw
Shank Nails (Field Clip)
27:6
27.6
2 -10d Smooth or Screw
Shank Nails Eave CI .
38.1
38.1
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-ibf)
:.. . ............._.......... for Two Patty-Adhesive Set-Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Monier Lifetile Spanish 'S' Tile
Adhesive
29.32
1 ' See manufactures component approval for Installation requirements.
2-: - ffeidtilliAtidiintiCoinpankTilellond
. Polyfoam Product, Inc. Average wet
Average weight per patty -10.7 grams.
ht per patty 8 prams.
NOA No.: 02- 1205.07
Expiration Date: 01)02/08
Approval Date:01/02/03
Page 4 of 5
• • ••• • • • •••
• • • • •• • • • •• • •
• • • • • • • • • • • • • • •
• • • • •••. • • • • •
• • • • • • • • .• • •
• • ••• • • • • •••
• • • •
• • • • ••
• • • • •-
. • -• •
•• •• •••
• • • •
•• • • • •
• • • • •
Table 5A: Attachment Resistance Expressed as a llile nevi - Md -161).
for Sin . le P, Adhesive Set stems
Tile
Profile
Tile Application
• i
.Minimum Att_ aohment.
• :.: itC1 • e1 • •..
Monier !lathe Spanish 'S'
Tile
Polyfoam PolyPron,
•
• • • • _ :.. • • •
Polyfoam PolyPro TM
•
• .• 38.7e
3 Large paddy placement of 63grams of PolyProTM.
4 Medium paddy placement of 24grams of PolyProN.
Table 5B: Attachment Resistance Expressed as a Moment - Mg (ft -Ibf)
• • for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Monier Llfetile Spanish 'S' Tile
Mortar Set
24.5
5. LABELING.
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or
following statement: "Miami Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following.
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building
code in order to properly evaluate the installation of this system.
PROFILE DRAWINGS
MONIER LIFETILE SPANISH `S s CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No.: 02- 1205.07
Expiration Date: 01/02/08
Approval Date:01/02/03
Page 5 of .5
Jon lt'yva
t504) 0/13. -7U4L
KIM rtosengarren
RUILDINC:CODE COMPLIANCE OFFICE (BCCO)
• PRODUCT CONTROL DIVISION
NOTICEOF ACCEPTANCE : OA)
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
Scof>:
ThisNOAis being issued under the applicable rules and regulations governing the use of construction materials.
The documentation "subinittedhas been reviewed by the BCCO and accepters by the Building: Code and Pioduat
Review Committee. to be used. in Maud Dade County and other areas where allowed by the Authority l -laving
-Jurisdiction (AID).. .
This NOA: c611 not be valid after the expiration date stated below. The BCCO (En:Miamt Dade County) and/or the
MIT (In areas other. than Miami Dade County) reserve the right to have this product or material tested for quality
assurance purposes. If this pmduct or material .fails to perform in the accepted manner,: the manufacturer will incur
the expense orsuch testing and the AID. 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 Ibis 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 IIurricane
Zone of the Florida Building Code
• •
•• ••
•
• •
• ••
•
• •
••. •
• • •
• IS •
• . •••
. • • •.• •• •.. •
••• • • • ••. .•••..
PA 3E Zt&
• AI •••
••.•• •
•• • • ••:
• • • ••• . • . •.
al~ .:
.M ngfE23ubtrt 4.013116A
' :M Tvo -DAbE L R:MT111 ING
140. WEST `LA:def I.ST'R EEr,. •SUITE 1603
. MIAMT, FLORIDA 33110563
13.°5237.5449.°1 :•tAX Y3) 3142908 ":
•• • •.•••• •••.• ..
••, ••• •• • • • •• •.•.
.' . IS • • •• •• .••
•. • • • • • •. • . - .•
•• • • • • S. ••••• •
DESCRIPTION:. POlvpro®AH160 .
RENEWAL of this NOA shall he considered aftera renewal application has been filed and there has been no
change in the,applicablc building code negatively affecting the perfLormance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No.01 -0521.02 and consists of pages 1 through 7 -
The submitted documentation was reviewed by Jorge L. Acebo.
NOA. No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 1 of 7
Val 1 IlLVVV . 11.41
,
(0;") -010-I VYL
AIM rcuo".i ttot
ROOFING ASSEMBLY APPROVAL:
Category = Loofing
Sid) Category: Roof tile adhesive,
Polyurethane.
• •'•••
••• •• • •
• • • •
• • •
'• • •
• •
•
• •
•'•
•' •
• •
•
•
•'•
•
• •
• •
•.
r7"Azt 410
• .•' • •••
• '•.,•• •• •
• ._• • • -• • •
••• • • •
•
• .e ' • •
• • •.,.• •••
• •• •
•• •
• •'.••
• S •
• •.•
•••.••
Materials:
•••.•
SCOPE:
• •
•
• •
• ••.• • •
• • • • •
- • •. • • • • •. •.
•• •. • :. • • ••• ••
• •
'4, •
••
• • •••
• • •
•' • .. •
•' • •
•••
•a•. ••.
• •
•• -> a1
•
Tlnc approves Polypro® AII160 as manufactured by Poly#oam Products, Inc. as described in Section 2
of ttzis 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'llat, low, and high
profile roof' Wes system. using Polypro® AH 160:' Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systems
PRODUCTS .MANUFACTURED BY APPLICANT:
Product
Dimensions Test •
SPccifications
Polypto® AH 160 • N/A •' TAS 101
Foamproe. RTFI 000 N /A'
ProPackiP 30: & 100 • N/A
Product Description
Two component polyurethane foam
adhesive
Dispensing Equipment
Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
AnyMiami:Dade County Product Control Accepted Roof Tilc Assembly having a current NOA which
list moment resistance values with the use of Polypro AH160 roof adhesive.
RitSICAL PROPERTIES:
Pte.
Density
Compressive Strength
Tensile Stun
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell: Content
Test
ASTM D 1622
ASTM 1) 1621
ASTM D 1623
ASTM D 2127
ASTME96
ASTM D.2126.
ASTM D 2856
Results
1.61bs. /ft.3
18 PSI' Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise' . .
0.08 Lbs./Ft2
3.1 Perth /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:
D :.
Test Agency
Applied Engineering
Miles Laboratories
Polymers Division
Ramtech.L,aboratories, Inc:
Southwest Research institute
Trinity Engineering
Celotex Corp. Testing. Services
..,�., ..w.,o.,ya,.o„
•/lut 41*
• - • . .'••.. • • • ••• •:
•• .• • •• • •• •• .. •
• • • ' • ■ • :• • • • •
• • •. ••• • • -•
• • , • . • • • ' • •
• • • • • • •.• • - • • ..•.. .
•
Test Identifier Test Name/Report.
#94 -060.
257818 -11'A
25- 7438 -3
25- 7438_4,,
25- 7438 -7
25 -7492
NB-589-631
9637 -92
01- 6743.011
01- 6739- 06241]
7050.02.96 -I
528454 -2 -1
528454 -9 -1
528454 -10 -1
520109 -1
520109 -2
520109 -3
520109 -6
5Z0109-7
520191 -1
520109-2-1
TAS 101., • •
TAS 10?:.:•
SS1D 11 -93:
SST'D 11.93
SSTD 11 -93
ASTM D 1623
ASTM E 108
ASTM E 108
ASTM R 84
TAS 114
TAS 101
TAS 101
TAS 101
••
•
•
•
•
•
Date
04/08104. • •
• X2;1496 •
' 10$'25 •
11/02/95,
12/12/95'
02/01/94
04/30/93
11116/94
01/16/95
03/14/96
10/23/98
12/28/98
• 03/02/99
LIM ITATIONS:
1, rirc classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire
rating.
Polypro® Al- -1160 shall solely be used with flat, low, & high tile profiles.
Minimum undcrlayment shall be in with the Roofing Application Standard RAS 120:
4. Roof Tile manufactures acquiring acceptance for the use of Polypro ili A1I160 roof file adhesive with
their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
;Fs
W
F'- ;,2
MS.
NOA No.: 06- 0201.02
-Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 3 of 7
tten rcosengerten
PAGE 5/B
•• • ••• •. • . •.••
•• •• • •• ■ •• ••. •
• • • - • • • • • .• • •
• • • ••• • • • .
• • • • •'• - • • •
•.••• ■ • ■ -.• •1••
• . -• • •• - • • S••
INSTALLATION: • • • • • . • • • _ • • • •
•.• • • •• • • • •
•..••.• • • • •• • •:••
1. Polypro® Afl 11 0 may be used with any roof tile assembly having' a turretit NOA;fat lists upIiil
PP plance with thc Component Appliaaiiopseeltat a�itlrhp' •
resistance. values with the use of Polyprot� A11160.
Polypro® AIi160 shall be a lied in eom i
`
corresponding Placement Detaila noted hcrein. The roof the assembly s adisva at aluteirs itle •
the use of Polypr� AHl6ti,shail provide sufficient attachment resistances, a " •
based St f • • • �. 4 � • •
system, to meet or exceed the.uphft resistance determined in compliance wtth.Mianii -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 shalt be .installed in accordance: with
Roofing.. Application Standard RAS .120, and Polyfoam Products, Inc. Polypro®AH 160 Operating
Instruction and Maintenance Booklet.
4..: Installation must be by. a Factory Trained 'Qualified Applicator' approved and licensed by Palyfoam.
Products, Inc..Polyfoarn:Produets Inc. :shall supply a list of approved applicators to the authority
having jurisdiction.. •
5: Calibration of the Foampro® dispensing eqwpn3ent is required before application of any adhesive.
The mix ratio between the "A" component and the "13" component shall be maintained between' 1.0-
1.15 (A)_ 1.0 (B).. The dispense timer shall be set to dciiver 0.0175 to 0.15 :pounds per as
determined at. calibration. No other settings shall be approved
6. Polyprog AHI60 shall be applied with Foampro RTFI000 or ProPackOl 30.8c 100 dispensing
equipment only.
7. ` Folyproo All l 60 shall not be exposed permanently to sunlight.
8. Tiles muss be adhered in freshly applied adhesive. Tile must be set within .2 to 3 minutes after
Polypro®ATI160 has been dispensed.
9. Polypro® AI-1160 placement and minimtun:patty weight shall be in accordance with the 'Placement
-• Details' herein, Each generic file profile requires thc specific placement noted herein.
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement.
Detail
Fiat, Low, High Profiles
#1
High Profile (2 Piece
Barrel)
#1
Flat, Low, High Profiles
Flat, Low.. High Profiles
#2
Single Paddy
Weight Min.
(grams)
35
17 /side on cap an
34 /pan
24
Two Paddy Weight
per paddy Min.
(grams)
N /A.
N/A
#3
N/A
8
LABELING:
All Polyproe AH 160 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
Ufliiwuo 1121
: (yb4) b /lS -1042
Kim Rosengarten
• •. '••• •
••'•• •. • •
• •. • • • '•
• .• • •••
• • • • •
• • ••• • •
• ' •
•• ••
• • •
• •
• •
• •
PAGE 6/8
•••
•
•
•
•••
♦ •
••
ADIIESI VE PLACEIVIE N`I' DETAIi: :. • • •. • : •. •
SINGLE PATTY . ... •.•
.:.
•
• •
••
• •
• •
•••
•
•
•
•
•
1) Place ermoghadhestveto enefttokt °l@"' MI u
ultin Ind sin=taohothepmtuft ataeP c6appit akons tfaAwavgpl atom
Tina ow; %tido daim. Kam adlaafve.iftin
To 1 is From outside edge of' covet the.
Theo instil theft.'
it
• toll Padua
of theme.
some cove fie.
. b guard nursed OPlloasf
Pal MImeres ova end d
obateave . F�olaopldint
d
Ewe closure
(rrMon)
NOA No.: 06- 0201.92
Expiration Date: 05 /10/11
Approval Date: 0411 3/06
Page 5of7
US/71iZWii 112/: -
(954) 578 -1042
Kim Rosengartem.
.• • •••• ••
• ••- •• • O. •
• • of • • ' • •
• • •• •••
• • • • '•
•• - -• • ••• • •
• •
AD H KSIVE PIA to 1 NT I}ETAfI; Z; . • •
SINGLE PA•rl'Y II*.
PAGE 7/8.
• • •••
•• ••• . • .
• • • •
• • •.
• • ••
• • •••
• • •
•• - •.
• • 00 •
• • •
• • •
••• •
•• .•• •
• • •
• •••
• • • •
• •
•• • •
• • •.
• 0
• . •
•••
• •
-•: • • ' • ••
• • • • •
• • • • ••
•• • •• •
to • • • •
• • • •••
NOA No.: 06- 0201.02
Expiration Date: 05 /10111
Approval Date: 04/13/06
Page 6 of 7
(954).578 -1042
Kim Rosengarten
PAGE 8/8
• • ••• i+. • • • ••••
.• •• • . • .• :41 ••' • •• . • • • • • - • • • •• .. • •
• •• • .11 •. • • • •.s
• •. •
• • • .• ..
ADHESIVE PLACEMENT DET 'r 3'•
DOUBLE PATfY ...
• • • • '
•• • • • •
• • • • . •
• • • •
• •. •
... •. • !• .• ••• •• '
•
•••••.••.
• •••••••... •
• • . .::.s_ :e. • • •
Nail through plastiC cement • • ;.ski • _
� � ytdnd��le • "•
Underlaymenf Single Paddy beiweea 61a.
1 Z .xiin: rlbe
Ow paddy.eave
0 ®� course only .
Single paddy
on top of the
Ease
Course
Fascia
%Photo
Faye closure
2 in. x7 In. medium
Fasdsize paddy eave course only
a
END OF THIS ACCEPTANCE
NOA No.: 064201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 7 of 7
Permit #
Folio# (t 3aoeo l 3 l ac✓
NOTICE OF COMMENCEMENT
The undersigned hereby gives notice that improvement 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 :
Legal Description of Property:
Street Address if available:
2. General description of improvement :
3. a. Owner name and address:
b. Interest in property:
c, Name and address of fee simple
titleholder (if other than Owner):
4. a. Contractor name and address:
be Contractor's phone number:
5. a. Surety name and address:
b. Surety's phone number:
c. Amount of bond:
6. a. Lender name and address:
b. Lender's phone number:
1111111 #11111111111111111111111 1111111111111
CFN 20C)7170011135:2751
DR Pik 25842 Ps 12037 (1os)
RECORDED 08/08/21)07 11:07:58
HARVEYRUVIH, CLERK OF COURT
MIAMI —EVADE COUNTY, FLORIDA
LAST PAGE
!his space reserve9 for recorder
Lot 3 Block CI Unit # Bldg # Lengthy legal attached
Subdivision 1 Condominium: ` S O Ste.._ . 1 V. .
v slope 4 Trtoct cocks,
keki tct d 1
'4-O Ale LOS tivoLvAic Shortsi L. .
sti
1TA--
7, a Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes:
Name:
Address:.
b. Phone number:
N-1A
8. a. In addition to himself or herself, the Owner designates
to receive a copy of Lienor's Notice per Section 713.13(1)(b), Florida
b. Phone number of person or entity designated by owner
9. Expiration date of notice of commencement :
(the expiration date is 1 year from the date.of recording 'unless a different dale is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 71.3, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE•FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signature(s) of a wn r s) or Owner( _'
By ! 4 C.
Print Name `1 �t!® d—
Title /Office
oriaed Officer /DirectorlPartnerlManager
By
Print Name
Title /Office
STATE OF FLORIDA
COUNTY OF BROWARD
The for ng i strument was acknowledged before me this 7 day of T IolkS4- j •
Individually, or as
Personally known, or C produced the following type of identification:
for
�� grrfr Monalisa Gr1pSpn
> " ,'S Omission #DDgl mature of Notary Print Public:
Expires: Mat 27 2008 Print Name:
r4' '�• Bonded (SEAL)
�`" nt Atlantic Bonding Co., Inc.
VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES
Under penalties of perjury, I declare that 1 have read the foregoing and
that the facts stated in it are true, to the best of my knowledge and belief.
Signaturr s) of
1
By
STATE OF FLORIDA, COUNTY
I HEREBY CERTIFY that this is
original filed /his .tr e on
F DADE
copy of the
of
WITNESS my hen
HARVEY
wner(s) or Ow ' thorixed OtficerlDirector /PartnerIMay
e. 1 ,,,, � By
g:lrecardingllorms\.noc • notice of commencement revised 7.3.07.doc