BP2003-842 - Roof} ' Miami Shores Village
Fu i li nn Building Department
10050 NE 2 Ave
" Miami Shores FL 33138
RORIDP'
Permit NO. BP2003-842
Type: Imported Permit
Workciass: <NONE>
Permit Status: Closed
Issue Date: 5/29/2003 Expires:
INSPECTION REQUESTS: visit https:ftw .msvFl.govidepartmentsfbuildingdepanmenURequestInspection
Requests must be received by 3'.30pm
WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8DOAM - 7DOPM
SATURDAY 8:ODAM-6:OOPM.
NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS
BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY.
NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE
READILY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND
EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR
EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION.
POST ON SITE
1121360040420
Owner's Name: CHRISTINA RICCI Owner's Phone:
Job Address: 124 NE 110 ST Total Square Feet: 0
Miami Shores, FL
Total Job Valuation: $9,000.00
Contractor(s) Phone Address
CHERRY ROOFING ENTERPRISES INC (954)963-2741 3901 SW 40 AVE, HOLLYWOOD, FL 33023
Description: RE ROOF TILE ROOF AND INSTALL MONIER TILE
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY 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.
Page 1 of 1
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date Job Address /.2 N Aid //O St Tax Folio / �'o2/36 " O `� — b H2 O
Legal Description 1-07' /3/K 2 Co /I/i4/c /9, Historically Designated: Yes }� No
Owner/Lessee/Tenant /?/ cc Master Permit# U� l CXD3
Owners Address 12 V AJ k /10 ST Phone 305- ,?Y3 .'Jta
Contracting Co. /`�✓0oFs .dy e&K1_Z Ly Address3901- cayyAyHO/y'JAW F/ .33D23
Qualifier ?itZ[S T C'N.C/?1Z�/ SS# .Z `/ -�-%S� Phone 3 U1 t3 b�S%Z
State # /i 6OQo,5_6 F/ / Municipal #
Architect/Engineer
Bonding Company
Competency # MffSC04 S ( Ins. Co.
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING ME(
WORK DESCRIPTION
0
Z
q ao
Square FL .2l a Q Estimated Cost (valu /�D ._
FENCE SIGN
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR
PAYING TWICE FOR IDIPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER
OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work
will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNERS 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. Furthermore, I authorize the above -named contractor to do the work stated.
Signature of
II
Notary as to Ownertahrd/or Condo President Date
My Commission E - _
y. CYNTHEABLOCH
r MV COMMISSION # CC 843623
•., `i` EXPIRES: June 6, 2003
' ( BonWp Thm NMq Pok ar .dm ._
FEES: PERMIT n„50 RADON
APPROVED: �O\
Zoning
My Commission Expires
CYNTHEA BLOCH
•. es
Y: MY COMMISSION # CC 843623
„• , ',-' EXPIRES: June 6, 2003
psi, BOMW ThN Noury PW�cUp, k9
11 C.C.F_'�j� 4 0 NOTARY BO
`L to, 5-D TOTAL DUEV13.q D
Building) Electrical
Mechanical Plumbing Structural
i
I
IL
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305-795-2204
Building Permit
Permit Number: BP2003-842
Printed:5/30/2003 Page 1 of 1
Applicant: CHRISTINA RICCI
Owner: RICCI CHRISTINA
JOB ADDRESS: 124 NE 110 ST
Contractor ROOFS BY CHERRY Contractor's Address: 3901 SW 40 AVE
Local Phone: 305-653-8542
Parcel # 1121360040420 Legal Description: COLLEGE HEIGHTS PB 42-8 LOT 11
Fees:
Description
Amount
FEE2003-3228
Building Fee
$157.50
FEE2003-3229
CCF
$5.40
FEE2003-3230
Builders Bond
$300.00
FEE2003-3231
Inpector State Educational Fund
$10.50
Total Fees:
$473.40
Permit Status: APPLIED Permit Expiration: , 11/23/2003 Construction Value: $9,000.00
ROOFS BY CHERRY INC. 03-03
954-981-6177
3901 S.W. 40TH AVE. !i c e-3
HOLLYWOOD, FL 33023-6223 DATE 0
BLK 2 LOT SIZE 75.000 X 124
Total Fees: $473.40 .
Total Receipts: $0.00
1978
63-4/630 FL
870
PAY % J $ q
TO THE � � W` � �'C�S � l I �
ORDER OF
��lt
Bankof America.
ACH R/T 083100277
�-
FOR
ii•00 L9 78ii' 1:06 300004 ?11: 00344379 29 &Loll'
s pertaining thereto and in strict
assume responisibiiity for all work
St ATE OF FLORIDA, COUNTY OF DADE
I HEREBY CERTIFY that this is a We copy of the
ongutal tiled in I�ollrce on day of
AD 20
WITNESS my hand and Dlhdlal Seal.
HARVEY�RK, of CticigiandCounfYCOurts
By D.C.
CFH 2003RO336301
OR Ek 21279 Ps 35221 (fps)
RECORDED 05/27/2003 10.05:47
HARVEY RUVIN. CLERK. OF COURT
MIAMI-DADE COUNTY. FLORIDA
LAST PAGE
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. ! I —�/JU y d t)'l— Q V 2 O
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Legal description of properly and street address 42 it Alt //8 /qt;wir l f/
2: Description of improvement:,, iAo/
3. Owner(s) name and address: el-ly'l s The W l cc /
Interest in property:
Name and address of fee simple titleholder:
5. Surety:(Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond E_
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
S. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration dale of !his Notice of Commencement: (the expiration date is 1 yaar from the date of recording unless a
different date is specified)
Slgnat wner
r'
I
Print Owner's Name
$
repared byi� lepea
Sworn to and subscribed before
�� ``LG
this �L_day of S
20 C
2
g'o
o �
dress: 39v/SwYaJ
Notary Public
Print Notary's Nametug
t
My Commission Expires—_-
MIAMI SHORES VILLAGE
BUILDING DEPARTM:S!t
305-795-2204
RB ildn Insection Req
Date Time
Type Insp'n
i
Permit No. 0
-� Name 3 0
Address
Company
P Y
r'
Phone #
For Inspector: ' L ame & Date
Approved ❑
Correction
Re-Insp' n Fee ❑
MIAMI SHORES VILLAGE
BUILDING DEPAR NT
305-795-2204
B ildi g Inspection Request .
Date Time
Type Insp'n t
N
Permit No.
y
Name
Address
Company 1
Phone #
For Inspector: dj� Name & Date
Approved
Correction ❑
Re-Insp'n Fee Cl
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305-795-2204
Building Inspection Requ st q
Type Insp'n�-4
Permit No.
. Name
Address
Company
Phone #
For Inspectorfo
Approved
Correction
Re-Insp'n
Name & Date
7.
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305-795-2204
Buil ing Inspection Reque (�
Date �TjmeType t t 10.1
n
Permit No
l
Name )L
Address
Company
Phone #
For Inspector:
Approved
Correction
Re-Insp'n Fee
E
"
NOR ee
c
e {{
oil
PERMIT
INSPECTION HISTORY,
REPORT (BP2003-842)
Lh •4i4v
in
FORPAW
Permit Permit Typo: Imported
Permit
Application Date: 05/27/2003
Owner:
CHRISTINA RICCI
Work Class: <NONE>
Issue Date: 05/29/2003
Parcel
1121360040420
Status: Closed
Expiration Date:
Address:
124 NE 110 ST
Miami Shores, FL
IVR Number: 603345
Subdivision:
112136004
Scheduled Actual
Inspection Type
Inspection No. Inspection Status
.__....
Primary Inspector
Reinspection
Required?
-._......_
Complete
Date Start Date
06/12/2003 06/12/2003
Roofing
INSP2003-2435 Passed
NONE NONE
No
Complete
06/13/2003 06/13/2003
Roofing
INSP2003-2454 Passed
NONE NONE
No
Complete
06/23/2003 06/23/2003
Roofing
INSP2003-2572 Passed
NONE NONE
No
Complete
March 06, 2026 10050 NE 2 Ave Miami Shores FL 33138 Page i of 1
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
Master Permit No.
Section A (General Information)
Process No.
Contractor's Name
Job Address
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile Meier/Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles ARE THERE
❑ Prescriptive BUR-RAS 150 Glis win STA.(.
1'E3 CI bJi►
ROOFTYPE yrt il�,htlf:4t. Ci S.t ,'"
❑ New Roof Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
O dlvo �l�o
Section B (Roof Plan)
a Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow
scuppers and overflow drains. Include dimensions of sections and levels, clearly
menuty aimensions of eievatea 1
I it I
� ITN'
I
2
ure zones ana iocation or parep
I�I��I I!�i l�ifi 1 i
W-�
Florida Building Codo Edition 2002
l ii1t%yelacity iturricane 7one Uniform Perrnit Applicatfon Fann.
Section D (Steep Sloped Roof System
y .
Roof System Manufacturer:Ipal�� C/,f��T/�� ���/tl - •-•
Notice of Accoplanco Number: 0ld6Y.-
Minlmum Deslon Wind Pressures, It Applicable (From RAS 127 or Caiculatlons):
P1: P2: P3: �G�Y
Maxlrnurn Doslgn Prossuro IF.,From tho NOA Spec lflt: S slam): 7
3 Method of file attachment: Ul / o lo� —160
Steep Sloped Roof System Description k.
Deck Typo:
Type Underlayment:
Root Slope: ElrI
Insulation:
•12
• Flre
PI
• /U'4
Fastener Type-& Spacing
Rldoe Ventilation? / j�
A)Adhesive Typ
ti �4
ypa Cap Sheet:
_ Root Coverinp: mc;ra fit 1- ,Xje r/ J•
Mearnlf roof Itelplit: 1 X.SP•QN4
Type & Size Drip
Edoe: iZ a( c • ,43. WaA
- • ,t�.P� �DGrL
A .:
as
Florida Building Code Edition 2002
High Velocity Hurticane Zone Uniform Permit Application Form.
Section tE Tile Calculations
For Moment based the systems, choose either Method 1 or 2. Compared the values
for M, with the values from Mf. If the Mr values are greater than or equal to the Mr
values, for each area of the roof, then the tile attachment method Is acceptable.
Method I ``Moment Based Tile Calculations Per RAS 127"
(PI• % x Jl4r�S% /1-i - Mg: e/_3y Mrt . /%Z% NOA M,
(Pi: x �Or,?� = •�7oY - Mg: 8� - M,:.�a�y NOA Mr
x WI)XI = .,S�O� - Mg: 8� M'3-1 NOA Mr
(P,.• /oe.
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment or Resistance (M j From Table Below _ NOA Mr
M, Required Moment Resistance'
Mean Roof Helon ♦
20' 25.
30•
40'
Roof Slopq:-
15.
36.5 36.2
39.7
42.2
2:12
34.4
3:12
32.2 34.4 36.0
37.4
39.5
412
30.4 32.2 33.6
3S.1
37.3
5:12
26.4 30.1 31.6
32.8
34.9
6:12
26.4 28.0 29.4
30.6
32.4
7:12
24.1 25.9 27.1
26.2
30.0
• *Must be used In conjunction with It list of moment based the systems endorsed by the
Broward County Board or Rules And Appeals.
For Uplift based the systems use Method 3. Compared the values for F' with the
values for F,. If the F' values are greater than or equal to the F, values, for each
area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA F'
x w: W: x cos B.•.�.. = F,,: -.
(pl ; x w: s ,�) - W: x coy 0.• = Fr:.
NOA F'�
NOA
x w: - _> - W: x cos t9.• _.__.. = Fr,:
Where to Obtain Information
S mbol Where to find
Descrl lion
Design Pressure P1 or P2 or P3 RAS 127 Takle I or by an engineering analysis prcpued by PE based on ASCE
7
hian Roof tici ht H lob Sttc
Roof Slope B Job Site
Acrod namic Multi licr 11 NOA
Rcs1ofinit Moment due to Gravity Mik NOA
Atuchment 0es;d12 M. I NOA
F Required Momcnt Rcs
inimum Attachment Res
Rc uircd Uplift Rcs
Avcrag Tilc
All calculations must be
F' NUA
F. Calculated
t W NOA
t 1- length NOA
w- width
to the Building Official at the time of
it 30011catlon.
at �'�vny'°�►p1►^h
t
t
SECTION 1524
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter
15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for
roofing system installations. Additionally, the following items should be addressed as part of the agreement
between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been
explained.
1. Aestlieties-Workmanship: Tile. workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) issues arc not a consideration with respect to workmanship
provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should
be addressed as part of the agreement between the owner and the contractor.
2. 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).
_CL_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 arc 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 provides 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
original roofing system is removed. Ponding conditions should be corrected.
rAj 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overlo ded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the Florida Building Code, Plumbing.
_r,& 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 extending the service life of the
roof.
Owner's ature Date Contractor' atura
en
C:11)OCU%IC-04rmOLOCALS-I%TnnplSr.CFIO-4 15I419t
MIA MtDAOE
MR
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Alonier Lifctile, LLC
135 NW 20 Street
Boca Raton, FL 33431
AIIAAII•DADE COUNTY, FLORIDA
ME'IRO BADE FLAOLER BUILDING
140 wEST•FLACLER STREET, SUITE 1603
MIAMI. FLORIDA 33130.1563
(.105) 375•Z901 F'AX (305) 375.2906
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 iNliami•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 Raving Jurisdiction (AHJ),
This NOA shall not be valid after the expiration date stated below, The hliami-Dads County Product Control
Division Or Mianii 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 i[ 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: Mission 'S' and ;=spanal" Mission Concrete Roof'file ,
'4.-i
■rABELlNC: F.ach 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.
TERNUNATION 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
prodoci, 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.
11NSPECTION: 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.
Tlus NOA consists of pages l through 6.
The submitted docurt(gntation was reviewed by Frank Zuloaga, RRC
i
NOA No.: 02-1205.04
Eaplration Date: 12/16/07
Approval Date: 01102/03
Ville 1 of
1p'd ESCPC661156 O.L r
I�EC' �lhl� 'I�j p00ddH._dd 6E:G0 eprpp 7D,tiiiue
ROOFING ASSEMBLY AMOVAL
.
Category: Roofing
Srrb-C:rte.vory: High Profile Rooting Ti1c:s
Matcrial: Concrete
1. SCOPE
This renews a system using Monier Lifetile Mission 'S' and Espana"" Mission Concrete Roof
Tile, as manufactured Monier Lifetile LLC
and described in Section 2 of this Notice of
Acceptance. For locations where the pressure requirements,
us deter•mincd by applicabic 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
monrent Lased system.
2. PRODUCT DESCRIPTION
Manufactured by 'rest
Product
tlnt Dimensions, ��cciticsrt(ons Description
Munit.r• Lifetile LLC 1 a 16115" PA 112
Mission'S' Tilc
High profile, interlocking, one-piece,'S'
w = 13"
%,." thick
shapcd, high-pressurc extruded concrete roof
_
the equipped with two nail holes. For direct
deck or battened nail -on, mortar set or
A �• �/ Monier Lifetile LLC L 17" PA 1 i 2
adhesive set applic�tiorts.
High profile, irf(crlocking, one-piece, 'S'
Esponn Mission Tile W = 121/8"
shapcd, high-pressurc extarudcd concrete roof
" %" thick
the eguippcd with two nail holes. For direct
deck or battened nail -on, mortar sct or
Trim Picccs 1 -* varies PA 1 t 2
adhesive Scat applications.
Accessory trim, concrete roof pieces for use
w " varies
at hips, rakes, ridges and valley terminations.
varyin8 thickness
Manuthetured for each the proiile.0
2.t SUBMITTED EVIDENCE;
,rest aLrrvcy Teit Idc
.�gliflg.0
Teit_NqrnelRej)0r( DR to
Redland Technologies 7161-03
Static Uplift Testing Dec. 1991
Appendix [if
Redland Technologies 7161-03
PA 102 & PA 102(A)
Wind Tunnel Testing Occ. 1991
Appendix If
Redland Technologies P0402
PA 103(Nail-On)
Withdrawal Resistance Sept. 1993
Testing of screw vs.
Redland Technologies Letter Datcd Aug. 1,
smooth shank nails
Wind 'funnel Testing Aug. 1994 '
1994
Redland Technologies P0631-01
PA 108 (Nail -On)
Wind Tunnel Testing July 1994
PA 108 (Mortar Set)
NOA No,: 02-1205.04
.r
Espleation Date: 12116/07_
'
'
Approval Datc: 01/02/03
Page 2of6
.:- �.
Ci30d
Test Agency
Professional Service Industries;
Inc.
'I7ie Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Ccntcr for Applicd
Engineering, Inc.
Celotex Curl)ntation
Testing Services
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker F riginewn6, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker F.rigineering, Inc.
Test Idontifior
IC-1320-94
25-7688-3
25-7688-10
25-7688-5
25-7688 -4
520111-3
520191-2-1
Calculations
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Test NamelReoort
Physical Properties
PA 112
Static Uplift Testing
PA 101(Adhesive Set)
PA 101 (Mortar Set)
Static Uplift Testing
PA 102
(3" I1cadlap, Nails, Direct
Deck, New Cons trucLion) U
Static Uplift Testing
PA 102
(4" Headlap, Nails, -Clips)
Static Uplift Testing
PA 101
Aerodynamic Multiplier
'two Petry Adhesive Set
System
25-7183
25-7094
25-7496
25-7584
25-7804b-8
25-7804-4 & 5
25-7848-6
Date
Feb. 1995
June 1996
July 1996
.tune 1996
June 1996
Dec. 1998
March 1999
March 1999
April 1999
March 1995
February 1996
April 1996
December 1996
3. I..IM 11'ATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with RAS 106,
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112. appendix W. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum underlayment shall be in compliance.with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
• 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
1,
NOA No.: 02-1205.04
Expiration Date: 12/16/07
Approval Date: 01/02/03
Page 3 or 6
C G C 1, C 9 C t, G6 ..01 - S t cis p 1,040!Q1 1 0 Nq N.,a .._ .... .- .�.:�.... , _
At. INSTALLATION .
4.1 Monier Lifetile Mssion 'S' and Espanan, Mission Concrete Roof "file and its components
shall be installed in strict compliance with Roofing Application Standard R.AS 118, RAS
119, and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile Weight-W (Ibf) Length-1(ft) Width-w (ft)
Monier Lifetile Mission 'S' ~ - J.1 1.08
Es ana Mission Tile T 9.79 1.42 1,03
'Fable 2: Aero dynamic Multi liers_- ft
_ Tile-------•�-�• A. {ft } X ft)
_ Profile _ Batten A lication___ Direct Deck Application
Monier Lif Mlsslon 'S' and EspatiaTW- 0.262 - 0.284
Mission Tile
_ Table 3: Restoring M_ornents
Tile 3":12" 4":12"
Profile _
due to Gravit
- M�,�ft•lbf _
G": 9 2" 701:12" or
greater
5":12"
Battens Uirect
Deck
Monier Lifetile
Mission 'S'.
Espana "I Mission
Tile
Battens
Direct
Deck
Battens
Direct
Deck
Barrens
Direct
Deck
Battens
I Direct
Deck
7.77
8.34
7.65
8.20
7,49
8.03
7.30
7,03
-7,10
7.62
Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-lbf)
for Nail -On Systems
Tile. Fastener Type Direct Deck Direct Deck
Profile (min 15/32" (min. 19/32"
plywood) plywood)
Monies l ifetllc -2-10d Ring Shank Nails 28.6 41.2
mission's'. 1 A Od Smooth or Screw Shank Nail _ - 5.1 6.8
Fspana Mission 2-10d Smooth or Screw Shank Nails
Tile 1 18 Screw
1-10d Smooth or Screw Shank Nail
wield Clip)
1-1 Qd Smooth or Screw Shank Nail
_--(Eave Clip)
2-10d Smooth or Screw Shank Nails
• _ l=field Clip)
2-10d Smooth or Screw Shank Nails
t
_ 20.7
- 4~ 3.2
- _._. J
23.1
29,3
27.6
38.1
9.2
_ 20.7 _
43.2
23,1
29.3
27.6
313.1
_ �,-
Battens
19.4
2.8
7,3
18.1
29.8
EU1,
24,0
38.6
41a
NQA No.: 02-1 205.04
Expiration Date: 12/16/07
Approval Date: 01/02/03
Page 4 of 6
I'0 ESDt>ry6VS� Al ;�• S i SEV d1N 't 1 1 n-Ir1HMO �a . «...., .,.��....
'f able 5: Attachment Resistance Expressed as a Moment Mr {fit-Ib17 -
�___ for Two Patty Adhesive Set Systems
7tlo Tile Application Minimum Attachment
_ Profilo Reslsta ce
Monier Li etile Mission S . Adhesive 29.3
EspanaTM Mission Tile
1 See manufactures component ae) for installatio
pprovn raqulreqnents.
2 Flexible Products Company ido6ond Average weight per petty '10Ygrems.
�Polyfaam Product Inc. Average weight per patty_0 grams.
Table 5A: Attachment Resistance Expressed as Moment M ft•Ibf'�
for Single Pa�_Adhesive Set stems
Tile Tile Application Minimum Attachment
Profile Resistance
Monier t ifelile Mission 'S', Pol�foa PolyProTM' 66.5
F_sl�HnaTM Mission Tile Polvtoam PolE rp TM . _. _-.._._-_ _. _- --- -- -3-�_
3 LarQ 2a_�placament of 639rams of PolyPro 111. -
.rJ_
4 Modlt,m padgY plecament of l4grarns of PolyPrgT"
Table 513: Attachment Resistance Expressed as a Moment - Mt (fit-lbo
for Mortar Set Systems
Tiler Tile --�
Attachment
Profile Application _ Resistance
Monier t_iletile Mission's', Mortar Sett
Espana TM Mission Tile 24.6
5~ Tile -Tile Roof Tile Mortar. --� ---" - -" `-"'--- ----
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or
following statement: "Aami-Dade County Product Control Approved".
6. BUILDING PE MIT RI QUiIi EMEN-1-S
6.1 Application for building permit shall be accompanic;d 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.,
.v
NOA No.: 02.1205.04
Expiration Date: 12/16/07
Approval Dates 01/02/03
Page 5 of 6
S0 ' .� iS>�lfr���t�S6 Ul aIIII..
�;' 1 oDr1tldH 8:1 2t7 : 40 Ceez-Za -,t
ti
i I JU'J�lkld IH1111 *:I,
PROFILE DRAWINGS
MoNieR LIFETILE MISSION'S' CONCRETE ROOF TILE
MONIER LIFETILE ESPANATM MISSION CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No.: 02-1205.04
Expiration Data: 12/16/07
Approval Date: 01/02/03
Page 6 of 6
4A
.x A
1d:411 FAX 954 475 14d2
P01y'.011:1 Products luc.
PW Low Profile Tile
%I:,: jm Pra lie T-.Ie
H.#•: 11orela T:ic
t
r
Browatd Counry
i+t PRODUCTS
V I)ua
PaddyMethod #2
(Medium Paddy Placement)
Flat / Low Profile Tile �
1) Starting at the cave cotarse, apply a minimum
2" (50.8nvn) x 7" (177.8 mm) x 3/4" (19 nun)
foam paddy (minimum 24 gram shot) onto the
underlayrrent positioned as shown under the:
strengtnemn� rib closest to the Overlock of the
tale being set.
2) Continue in same manner. Insure approximately, 10"
(64.5 cm) - 12 (77.4 cm,') square inch adhesive
contact with the underside of the tile.
Medium Profile Tile (Double Pan Tile)
1) Starting at d-.e cave course, app,,; a minin:lu-t,
-8 nim) x 7" (177.S mm) x 3,4" (19
foam Padd:. (minimum 24 gram shot) onto the ,• �'
underlaMent positioned as shown under the pan
portion of :he file closest to the overloct of the the
being set.
2) Continue in tame manner. Insure approximately 12
(77.4 cm) - 12 (90.3 cm) square inch adhesive
c.'onlact K'i .h the tuiderstde of the tile.
High Profile Tile (Single Pan Tile)
1) Starting at the cave course. apply a minimum
2" (30.8 m:n) x 7" (177.8 min) x 3, 4" (19 mm)
foam paddy (minimum 24 grain shot) onto the
underiayment positioned as sho%%m under the
pan pornon of the the closest'to the Overlock of
the till being set.
2) Continue in same manner. Insure approximately l
(109.7 cru=) - 19 (122.6 cm) square inch adhesive
contact uith tl:e underside orthe tile.
July 26. 1999
MAY,;'/ 03 'I'llF 11:14 AM AHO S)UPI'I.Y LK WORTH FAX NO, b61 b8b466'1 I'. O1/i 8
sR
07/2.1101 MOS 13:08 FAX 051 578 1042 POINFOAY PRODIICTS,INC. 0002
MIAMI 1nn1- UNTY, FLORIDA
hFTRO'DA EFI.AOGLFR BUILDING
I�
ly—Ro I).U("I' CQNTROI:.NnTIf'CI: QE.A..CUPTAN(S
Polyfomm Produrts, Inc.
7.-100 Spring-Stuctlner Road
Spring; X 77383-11..32
DUII,DINC CODC C0111PLIANCE OFFICE
MLrl(O-OADG FLAGLL•'R BUILDING
110 WE."' FLAGLER STRECI', SuITG I60
MIAMI, PId1K111A 13110.130
(3115) )73-21101 FAX (305) 37S-2Holt
enN'flGlCl'nR I.ICI:NSING Nt.171. IN
(]051175.3117 I'A\ (1011171-11st
i'nN'17ewFr011 ENt'OKCCa11rMr 111vr51UN
t301015.2766 FAX (100 371.240r
1'nnntlr-r coM'Rol. Plvlslorl
Your application for Notice. of Accaptmlcc (NOA) nr: (307) 371.2002 PAN OU5110,6117
Tiro Component Polyurethene Roam Adhesive
under Chapter 8 ol'(hc Code oC Miami -Dade County governing the use of Altenlme Materials and Types of
f'nnstrurtion, and completely describer) herein, has bccn recommended for acceptance by the Miami -Dade
County Building Code Compliance Office MCCO) under the. conditions specified herein.
'l his NOA Oiall not he valid after the cxpiratinn date stated below, BCC0 resrrvrl the right to secure this
product or matetial tit tiny time front a jobsite or manuracturer's plant for quality control testing. If this
prndlict or material Glils to pclfnlro in the approved manner, HCCO may revoke, modify, or suspend the
use. of such product or material immediately. HCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product At material fails to mer.t the requirements of the South rlorida
Iuilding Cndc;
"I'hr. cxprnsc ofsueh lceling will he incurred by 1hr. mam,laclurcr.
ACCEPTANCE NO.: 01.0571.02 'f
EAPIRES: I)YlO/ lf)61 Itaul Rodriguez
Chierfroduct Control Division
_r1n5.1�TI.1rcY1VF.IiC(.[I:_3,r.sp:�APDtTIS2Nat. iL.FORSP1FCkFj tN1)Q-*lgrltP_L
cICINlH!0r
[tu11,Dtrr. Copt �sr_rli(2R11r-1- Iip�Vj�1Y CnMMt7 1'"p,�
This applicnnon for Product Approval has bccn reviewed by Ore HCCO and approved by the Huilding
Code and Product Review Commiurr to be used in Miami -Dada County, Florida under the conditions set
foilli above.
AVC4
APPROVED: IIG/ I i/1001
/a y tiA «o sr
I'mocisco J. Quimnna. R.A.
Dimutor
mi-imi-Dade County
Building Cade Compliance Wee
lt,0a5r0011,,r2660�1remptrle,l'nnue• Ke•pume u,..� p,e.,do,
Inlenrrt nu,il uddrefs: putunnsror(dA�tldlnCcUJeOnlivacorn ® ItOrncpa6t: Altp.//Nww.bNlWinKeodeoAllne.com
NAY "*1 013
'1'1J1: 11:14 AM
AHC "31JITLY
LK WORTH
FAX NO. bb l hb46b't
Oi/?:I/01
VON 13:08 FAX
954 578 In42
POLYFOAN
PROAUC,TS,INC.
1'nlyl.Qnm l'rr,�jttctc, 111i':
Y
1100FING ASSEMULY AI'CR()VAI,
�1tt�•Cnt'Y, Raot,1111V
SISIF ( flcCnrY: Itttttl"I ile Adlit:sivti•
hlatr.r4tlla� 1'c�lytl<<'.tl�an��
ACCEPTANCE No.: 91-n4.,;U&Z
` Appr�v:tl t)at��� �i1.II�.1!aa ZIIA1
tApintlion Drttc: M.-ty_ jft, 20
I. SCOPE
1I1tis appcoves VolyprudD All160 as niantillUCtUrcd by Polyfount Pruducts, lnr. as
deseribi--tl in Sert►nn 2 of'this Notice of Acceptance. i-or the locations wliere the design
pcossure requirvin nts. a, tlrlcrt,tint:d by applicable building; code• does not exceed the
de.611n ptt�i.Ure vilne-; obta;acd by OIC1llatlons in conlpliance with Roofing Application
Stand-ard RA.S 1*)7. for use will, approvcd flat, low. and high profile roof tilts xystcm using
PolyproOD All 160. Where the nttachment calculations arc done .is a moment based system
lnr sin�lc fatty plArenlr:nt, Anil :ts an uplift hnst:d system ror double. patty systems
2. PRODUM' ]DESCRIPTION
Manufactured by
Test 11'roduct
AjOica111 r)jq=vinnK
Sj�ici!'icutlAny ����l�Io11
i'nlyprtIOD AAI1160 NIA
PA 10Ir Wo component
polyurclltanc
I'4.tt11 ro4U ItTI� IAOU NIA
P
Dispensing Cquiptnent
11(ollacka 30 S. I Of) N/A
DispenAug Equipment
2.1 Compoltcnti or pruductc nut nu racto real by edgier•:
Any Miami •f)adc Cathay I'rutlur.t Control Acccptcd Roof •Cif,: M-winhly having a t;tlr(t:nt NOA
%Yllirlt list uplift (csist�111-c values. tvkh.lhe mr of Polypro A11160 roortile adltt:sivc.
2.2 Typical Physical Properties:
Prnperty
I CA
Density
ASTM D 1622
Comjire ,sivc
As rw t) 1621
SlIettrth
'f ensile Stri•t+uth
ASTM D 16?3
WaIcr Absorption
ASTM t) 2117
moisture Vapoo
ASTM F 90
, 1'raosmission
Di111ctt�, i0llI I
AS'i'M 1) 21?6
Stability
Ito
1.6 Ibslrt.'
I I PSI t'.trallel to rise
12 VSI Perpendicular to riac
'8 t'SI Parallel to rise
'I I VC1111 / inds
10.01% Volume Change to -401D ['..
%KekS
.t 6.0%, Voltumv Quill •u rr,�h .. • _ _ _
I I1intidity. 1 wv�•k�:
FC.utk Lttlo;t6n, IMC
Product Control Examiner
11. U?/08
4h m
4-
. • - MAY ?'l 0:3 TILE:
0
11:1 a AM
AHC :)UPPLY
11 WORTH
FAX NO. 56l bilb46P
l'. 03/08
01121/1» )JON
13:09 I'AX
95.1 518 1042
PALYMAY
PRODUCTS, INC.
W004
Polvfahm_rf()d1tgL file:
ACCEPTANCE No.: 0I_0521.02
Nde- The phys{CAI praprt•tirs listed above are 1)resctttcd us typical itvrrage values As detctttthied by
arrepred ASTNI tc%t tttctltods rtttd urr si,biect to oormrtl misituractuticiC yariatiort.
3. I.I NI FA11 O N
:t.l fire classification is not p;trt of this acceplartce. Refer to the Prepared hoof Tile
Assembly for Grc rating.
-I.? llolyproO A1•t 160 shall solely be used with Ilat, low, & high the profiles.
3.3 Minimum underlayments shalt he in rompliance with the lZooling Application
Standard RAS 170.
.3.4 ltcsof'Tile manulactureq acquiring acceptance for the use of Polypro® AK 160 roof
the adhesive with their tile assemblies shall test in accordance with PA 101.
1.5 hoof "rile manufactures acquiring acceptance for two paddy pl$ccment with the
use of'I'olyprodD AM 160 roof the adhesive with their life assemblies shall test in
accordance with PA 101 and with section 10.4 as modified herein.
t�
- -w
r-
MS
t. INS'I'A I .I,A'TIU N
-I.I . I'olyprnOO Al1160 may be used with any roof the assembly having a current NOA that
lists uhtilt resistance v,rluc, with (lie use of Polyproo At( 160.
4.2 PolyproO All 160 shall be applied in compliance with the Component Application
se-clion and the cnrresponding Placement Details noted herein. The roof the
assenthly's adlicsivr atuchment will► the use of PolyproO AI•i 160 shall provide
sutlic lent attachment resistance, expressed as an uplift based system, to meet or exceed
[lie uplift resistance determined in compliance with Miami -Dade County Roofing
Application Standards RAS 127. 'i'hc adhesive attachment data is noted in the roof
tilt assembly NOA
4.3 PolyproG All 160 roof the adhesive and its components shall be installed in
accutclanc e. with Rooting Application Standard RAS 120, and Polyfoam Products, Inc.
PolyproO Ali 160 Operating lnstntction and Maintenance Booklet.
4.4 Installation must be by a factory Trained'Qualificd Applicator' approved and licensed
by Polyfoam Produos, Inc Polyfoant l'rodorts Inc:. shall .supply a list of approved
Applicators to [lie authority having jurisdiction.
-1.5 Calibration of the FoampmV dispeiit ing equilmicni is required before application of
arty adhesive. The tnix r ttin hetween the "A" component and the "B" component shalt
be maintained betwcen 1.0 l .15 (A) : 1.0 (13). The dispense timer shall be set to
delivcr 0.0175 to 0.15 potinds per rile as determined at c-Alibration. No other settings
shall be approved,
4.6 1tnlypro O At 1160 shall be applied with Foampro WIT 1000 ur PrOacke 30 & 100
tlispr.ttsitlt; cquipttticnt only.
4.1 PillyproaD Al1160 shall not he expost-d permarwittly to sunit,,
_i
Frank 2uloaga. R.RC
I'rculuct Control 1=4caminer
3
A.
' I iY� ?'! U3 'l'UN 11 1 AM
ABC SUPPLY
l.K WORTH
FAX NO. a6l b8b46b7
P. 04/013
01l23/01 Il4N 13.09 F'AC
91-1 578 10.12
I't)wuu
PRnnuCTS, INC.
lib003
Pnlyfoam Prodt,cts, Inc.
Arx-F-P,rANCE No.: 01-0.521.02
4.8 'Files must be adhered in tIrrshly app!ird adliesive. -file must be set within 2 to 3
mincites alter PolyptoO AH 160 has bun dispcnscd
4.9 PolyproO Al 1160 placement and miitirnum patty`wcitilt shall he iti accordance with
1110'laccitierct Dctails' licrcin E-ach generic, file profile reguirc51110 specific placcnient
noted herein.
'Tnhle 1: Adhesive 1' uentent For Each Ccneric 'file Profile
1'ilcl'ra�lc
1,111ccilmit
Sio'Cle I'uddY Wl-irtht
Two Paddy Wcirhl
l�et:tit
Milt. (gri hens)
per paddy Min.
_--_�__---
(grams) _
Mph ph Prof ilc (2 Picc e Dirrel)
11/side on cap and
N/A
_.._..
.. _.
34/ pa it.
l o�v, i1 1; Profiles- _
fJ'l, _
.
24
t Profiles
U3
.$
S. LABELING
All PalyproO All 160 containers
shall comply with the Standard Conditions listed herein.
6. num.DIN(; Prima REQUIREMENTS
6.1 As rc-quired by the Building OfEcial or applicablr. Building Code in order to
properly evaluate the installation ortws system.
� r- •1
rr.'Vik ZuInaga, jsRC
Product Control F-%mnincr
4.
• HA 03 11 : I b AM AHC SUPPLY LK WORTH FAX NO, b61b8b4()'b*t
07.123/01 b(ON 13. 10 FAX 954 578 1042 POLMAU PRODITT5,1NIC.
Pnly[qnqll rodtirti, !uc,
ACCEPTANCE No.
AMIESIVE PLACEMEW DETAIL 2
SINUE PA'M I
No I lriruls�h ploslic Cemcill Paddy lloosth Tk) NAM Dwough P13611C Lam"t
uAdwhymall
In
41�
five (wit 0
fal Caml
Phil 1h-rgwo
toddy lReAtalk llkl
fit..
fall cg%fts
Ffusik Z1,1110.183. RRIC
Product Control rixasnincr
6
FAICIS
W walpW
06/08
W007
U
h!! -01).� O:i 'I'llf: 11:16 AM AHC SUPPLY LK WORTH FAX NO. a6l bilb f6P
ot/21/01 VON 13:10 FAX 9S4 S78 1042 PoisrOAH PRODUCTS.YNC.
_QIY[ra L1LP�atltirti,,Yitc. ACCEPTANCE Na.: 01-052 OZ
y
AVIIESIYe: PLACEMENT DETAIL :i
DOUBLE PATTY
N311110uuVl1 plasllt: crmrhl PaQ?y
-`•��'�. • / lbotwnnn Ella)
P,da�
• (undor lilt)
�, C •l�• S.ngl14 paddy
(� undor lhs
Singlp Q1ldy cn 1 In.
I,y,r.r+1
CA 11.1t f.l talc �l\�
1ap1 COI+f{1
� iP. i 1 in �re�tyn
3l�r paddy .a�.
ruck . townt only
Mali through plastic ccmcnl
1 •r J ln.t, ln. 4
Single paddy
on undrrtlymtnl l 1
n INS
al
on op of tll71
I
f a» Cowsc
Nag lhrouQh Plaolc comont Slnpb Addy under {Ile
UndlAiy�r►ant slail. PWY k1w1AA 114
I In. t 1 lti mtdlum
%III PINY save
collfa. only
slny� 4In. 2In. •:..y�.
paddy an •f
undp/
Icrmarst �
Sin add
oop of i to ra:cl•
on l
t#Ittpl,ptf
c9uns el live cloture
Qlfp �dqa
Tingln �y
ttnd.f tilr Ova pw4y
br,MMn ilia
1). 0*1/08
0008
taws clouds
2 k a 1 k tt�dluie►
inn p:ddr tiro toufu only
�- fascia
� 1
Frank 7.0 loaba. RRC
Product Control Ex ntincr
J
03 'I OF 11:
l fi AM
AHC
SUPPLY
LK WORTH FAX NO. b6l HflafibY
0:12ai01
HON 13:10
PAX 954
578
1042
POLYFOAR AROI)ITTS.IApt"..
Polyfq lit. Pro Is, Yrlc.
ACCEPTANCE No.: J.:n§ t.oz
U
I Rcnrmil of this Acccptanee (apptovat) shall be t onsidcwd aller a rt:iwwal application has beval filed
Ind the onl;itt.tl sulmtittai docttnu:nts, ineltidinl; te:,t-Sulatanrlim; data, ctuIint;ering documents. arc no
older than t:i +1 (8) years.
�. Any Ind all approved produr(s shall be perlla:atte:utly labcicd wtilt tilt: mantillactttrt:r's tmme, city,
sta10, and the following, statement: "Miami Oadc Count), I'rnrlttcl C:utatrol Approval", ur as
spcctfi►'-ally stated in flat: specific c inditions of this Acceptatlre.
i. lkent:►vals of Acre-puloce: will not he coasidired if:
1. 'There has been a rhinge: in thu South Florida Boildino Code slleetinj; [Ito evaluation of this;
prnd►tct and [lac product is not in comphaoce with tic code changes.
b. The product is Ito loiigur thr suit. prndttct (idcritical) as [lac ont: originally approved.
c If the Acceptance holdvi hat; not complied with all the require:nae nts of this acuptance,
it -lading the c:orrrct installation of the rrMuct.
d. 'rite enamccr who originally prepircd, Signed :and scaled the required documentation initially
submatrd, is no longer practicing the cnginrcring prnfe -;siotl.
4. Aity revision or cha1ilve in tht" rnmertals, use, antVor naalsuf3etttre of tit.. product or hrnc:css shall
.t►tlotltatically he cattSC for terutinmion of dais Acceptance. unless prior written approval has been
requested (through the filing of a revision applitation wide appropriate fee) and granted by this
office.
S. Any of the fullowinb shall also be: grounds for removal of this Aeecpt:luce::
:t. thmltisfzctOry perfnrtllancc of this product or process.
b Misuse of this Ae:uTI-1e1ce: as an e:ndorseinettt of any product, ror sales, adverrisiup. or any
. ether 11etrlmse's.
f►. ll►c ;Notice of Arccl ance niallbet pri-re'dod by they words Miami -Dade County. florid:a, and followed
by the expiration date may be displayed in advertising laoratute It any portion of tile. Noucc of
Acceptance is displa)•cd, then it shall he dune in its ciAirejy
7. A copy of this Aece-latat►ee as VVe ll as approved draaaings attd w1wr docunacals, where It applies. shall
he provided to tlte' tiwi by the manufacturer or its distributors :and shall be available: for inspection at
[tar. job silt: at all tune. The tmginc:et need neat it -seal the copies,
I'ailurO to cctntply %V1111 ;any section of this Acccptuace sll:tll he cause for ternlination and retnotal of
Acceptance;.
'Phis Notice of Aeccptanrx euttsists of pages I through 8.
END OF TIM ACCEPTANCE..
1
8
1•'tank 7uloagn, RRC
Product Control Exattaitlur
P. 0 3/0f3
WOOD
1..
41