ROOFINGBUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle):
Owner's Name (Fee Simple Titleholder) Mr apOLh n
Owner's Address I V OS q 5 *. -
Architect/Engineer's Name (if applicable)
$ Value of Work For this Permit � - I Q cA
Submittal Fee $
Notary $S -
Scanning $ -
Code Enforcement $
Total Fee Now Due $
(Continued on opposite side)
Miami Shores Village
2) 1 °' °ca
Building Department
Training/Education Fee $
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: _ • _ 204_Fax: 305 756.8972
Electrical
Cit MitLW TKO r State F Zip 33 P 31
Tenant/Lessee Name
Job Address (where the work is being done) DOS 1 V E q Q
City Miami Shores Village County Miami -Dade
Is Building Historically Designated YES NO
Contractor's Company Name V<NAJekl € < ROcf 1)1
Contractor's Address q O e AoX 53)0g)
City M 0 6wi i State FL
Qualifier PAAAJ k,&,AJ L-)-e 1<
Structural Plan Review. $
FEB 2 2 PAID
Permit No. 12 S4-2-
aster Permit No.
Plumbing Mechanical
Phone# 30 5 rJSr °Z3
Phone #
Phone #
Zip
Zip
30595'+ - o q
33153
State Certificate or Registration No. Certificate of Competency No. q3 s ® ®-7 .26
Phone #
Square Footage Of Work:
ore
Lao®
Repair/Replace
Type of Work: ❑Addition •Alteration
Tew ( air/Re lace Demolition
L_ n o p p p ❑
Describe Work: ��6 5C a l 113 a-+ � I e r o ep )&Lc € ��� c.
q 1 c 4- col vp-
e PO ' AVs4 - ems,
* * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Fee $ �50 CCF $ CO /CC
Technology Fee $ v S
Radon $ Zoning Bond $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
1 % ` Signature
NOTARY P
Sign:
Print:
My Comm' ion Expires:
* * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
chc 05/13/03
t
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reiVspection fee will be charged.
Own* Ag Contractor
The foregoing instrument was acknowledged efore me this 10 The foregoing instrument was acknowledged before me this 30
day ofrf , 200(1 by I 10_0A ( TVday of \ 0 fl , 26..), by
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 take an oath. as identification and who did take an oath.
Signature
NOTARY PUBLIC:
Sign: \, -,-�,/'',�,t wlpuu�i.)IXWUt
as '41 Papuut{
1U; Print: ; l nt :sau d xgE_...
,xpire lul 3, _)( ;1 �
6 Itza6 !
Je± My Commission Expires: ° gain
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **/ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
t� b 10 Plans Examiner
Engineer
Zoning
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
4. Contractor's name and address:
FL '`1153
5. Surety: (Payment bond required by owner from contractor, if any)
STATE OF FLORIDA, COUNTY OF DADE
i f1LrL6 -
ong tin; o' c :1
HARVEY RU'ti ;i, C',
Name and address:
Amount of bond $
6. Lender's name and address:
Sworn to and subsc
My commiss •n expires:
123.01 -52 PAGE 4 11/04
before me this 1 V day ofJ��
�
U f30nded . 20 0
r,
n
111111111111111111111111111111111111111111111
CFN 2006R01443n3
OR BL: 24223 Ps 3434; Ups)
RECORDED 02/09/2006 11:14:56
HARVEY RUVIH, CLERK OF COURT
MIAMI -DADE COUNTY, FLORIDA
LAST PAGE
1. Le al description of property and street/address: 1 oo5 rV q G , t =04 ( $ Jt D j- e
331
2. Description of improvement: e -t'V
3. Owner(s) name and address: (AY'i .6pc'J 100S Ma Vv1 i Shores
Interest in property: O W rer
Name and address of fee simple titleholder:
7. Persons within the state of Florida designated by Own &- upon -fir Or 0 e documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
8. In addition to himself, Owners 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 date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date is ecifie
Signature of Ow ` U aa ''
Print Owner's Name
Y ► VbQ *�o n -' Sh J r Prepared by l�cukt K�•W�-f et'�
, 2 Address: pto‘ 'BoX 93)05/
Notary Publ �.� ,,, M j XW\1 FL. 33153
Print Notary's ame
12F CL, - 34
l if
{.'1J JJ. .1 111 - •.
Cc1i n • i
..
Master Pernik a(0 No. � � 4/2-- - Process No. • • •
a waz. l � l�
Contractor's Name 1� g D D`� l Y► • • . . - . •• ... •
• r-,1 •
.
Job Address J 00-5 "f 5 6
.. .. • .......
23_01 -48 5/03 PAGE 2
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles Are there
❑ Prescriptive BUR -RAS 150 Gas Vent Stacksy
Yes ❑ No
ROOF TYPE Type: Natural ❑ LPGX 0
❑ New Roof f Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
0 ya oo Hap(
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.
r■r■■■■r■ ■
rrrr■ ■ ■ ■ rr ■ ■r■■■■r■rr■rr■ ■r■■ ■ ■■ r■
ICrrr r C CC C C EEE C ■ CCC ■ r C CC Cr■ ■ CCC r
■■ CCCC C rC■r E E C.. E r rC C' ■■W■■e ■ rECC. C r CE�E r ■
.:.EE. • 4 1 4 p. ■� om m � • F;r� r PE 111111 r ■
•Cr ■CCC r CC Gr ■ ■ ■r ■C ■r ■ Er ■ E :kilt E ■ C
rr■ CCCCI■ ■ E �r CE ■■■r■ r■C Emr G r . ■ 3 ■ G C . G� - : ■. .�r I IbH CEE . ■ . C r .�, E r► .�E C. ■■E E
■ ■ ■r E ■►, r. ■� rr ■ ■ ■ iqI
■ r ■irCCCi pE r E � € 'a.. ■■ ■ ■ it I E .E� C C -
■0 ■EE 11111111 -..Cr�r■ .:G■� ■E r CC - w� E ■ ■ ■ ■ C ■ r■ �i ��i ■ r�i ■■Tr ■ � ■ C r E C, C C ■C C C C.■ C F- ■ r ■■ 4-.Z III . �■
111 iGrrC■CC C ■C �i e� rErr ■ Cr ■ r C ■ . ■GCE. C r■r r ■ ■G E� �C n 1.� r ■1 C ■ i_E
■a . E ■� .■ =E E r CC r � l E■� C E1 i■ C . ■.E ■a I IIIdii . . :■ �.���E� �E�. a EE r r E p ■C pill C � . .. air C Q r II II iiL 1 iI I �r1r -. 1
i i C n lxa.�
lik
mini
_ ■ _ ■ E ��. iiiiiiri `
FC ■
- =�=
1
i t •
Florida Building Code Edition 2962; : : • :: :
HiHigh • ••• • • • • •••
g dty Hurricane Zone Uniform Permit Application Form.
Ridge Ventilation?
/ �
Roof Slope:
3 :12
Section D (Steep Slope R ate S vs t enil • ` •
Steep Slope Roof System Description
Deck Type:
Type Underlayment:
Insulation:
Fire Barrier:
Mean Roof Height:
13
1 Y6 1� To►v\�
• ••• • • • •••
• • • •• •• •
13o Re)-f
N/
Nl
Fasterner Type & Spaci
Adhesive Type:
Type Cap Sheet:
Roof Covereing:
ng:
\ Type & Size Drip Edge:
1 )lyil A1. , rJo I5 i a o
W$
0 o1ir c q "- 1- 7o - color
hrc o n c-re �}- 1
0.X2 wh t
7
Revised as of March, 2002 f: \bull \$adm \evie \ -02 \counter\ forms \Rooflng_Appendix.xis \SECTION D
Roof System Manufacturer: M 0 h j e r
. •• - ;. '-
Notice of Acceptance Number: a - a1 Q •• ••• • •
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1: 1 -1 1 1)b 1 1 0 01 b P1: 1 16 .
Maximum Design Pressure (From the NOA Specific System): ) (g L q
Method of Tile Attachment: Poly Foam a d_ h e s) v.
1
i t •
Florida Building Code Edition 2962; : : • :: :
HiHigh • ••• • • • • •••
g dty Hurricane Zone Uniform Permit Application Form.
Ridge Ventilation?
/ �
Roof Slope:
3 :12
Section D (Steep Slope R ate S vs t enil • ` •
Steep Slope Roof System Description
Deck Type:
Type Underlayment:
Insulation:
Fire Barrier:
Mean Roof Height:
13
1 Y6 1� To►v\�
• ••• • • • •••
• • • •• •• •
13o Re)-f
N/
Nl
Fasterner Type & Spaci
Adhesive Type:
Type Cap Sheet:
Roof Covereing:
ng:
\ Type & Size Drip Edge:
1 )lyil A1. , rJo I5 i a o
W$
0 o1ir c q "- 1- 7o - color
hrc o n c-re �}- 1
0.X2 wh t
7
Revised as of March, 2002 f: \bull \$adm \evie \ -02 \counter\ forms \Rooflng_Appendix.xis \SECTION D
(P1:
(P2:
(P3:
Florida Building Code Edition 3002 :
• •••••••
High Velocity Hurricane Zone Uniform Permit Application Form.
• •
• •
• •••
For Moment based tile systems, choose wither Method 1 or 2.
from Mt. If the Mf values are greater thatn ,or equal to the Mr
attachment method Is acceptable.
( P1:
( P2:
( P3:
X 1:
X 1:
X I:
X A
X X.
X .
equals
equals
equals
Revised as of March, 2002
--
Section E (Tile CalcuEatio• nq) ::: • ,• • • :
• Y • • •
Method 1 "Moment Based Tile Calculations Per RAS f27i
equals
equals
equals
X w:
Xw:
X w:
equals
equals
equals
minus
minus
minus
Mg:
Mg:
Mg:
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resisitance (Mr) From below: 9,g19 NOA Mt 1 1 g t q
Mr Required Moment Resistence*
* Mu
Rules and Appeals.
For Uplift based tile system use Method 3. Compared the values for F' with the values for Fr. If the F' value are
greater that or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
minus W:
) minus W:
) minus W:
Compare the values for Mf, with the values
values, fpr each area of rpof, Pubm the tile
•
equals
equals
equals
X
X
X
cos
cos
cos
• • ••• • • • •••
• • • •• •
• • • • • • •
Mr1
Mrl
Mr1
0: equals Fri:
g: equals Fri:
0: equals Fr1:
• •
•
••• ••
NOA Mf
NOA Mf
NOA Mf
NOA F'
NOA F'
NOA F'
Where to Obtain Information
DESCRIPTION
Design Pressure
Mean Roof Height
Roof Slope
Aerodynamic Multiplier
Restoring Moment due to Gravity
Attachment Resistance
Required Moment Resistance
Minimum Attachment Resistance
Required Uplift Resistance
Average Tile Weight
Tile Dimensions
SYMBOL
P1, P2 or P3
A
0
2
Mg
Mr
Mr
F'
Fr
w
I =length
w = width
WHERETO FIND
RAS 127 Table Tor by an engineering analysis prepared by PE based on ASCE 7
Job Site
Job Site
NOA
NOA
•
NOA
Calculated
NOA
Calculated
NOA
NOA
All calculations must be submitted to the Building Official at the time of permit application.
f: \bull \$adm \evie \ -02 counter\ forms \Roofing_Appendix.xls \SECTION E
Mean Roof Height
Roof Slope
15'
20 '
25'
30'
4.0'
2:12
30.7
33.4
35.7
37.7
40.7
3:12
28.7
31.3
33.4
35.2
38.1
4:12
26.6
28.9
30.9
32.6
35.2
5:12
24.5
26.7
28.5
30.0
32.5
6:12
22.5
24.5
26.2
27.6
29.8
7:12
20.8
22.6
24.1
25.4
27.5
(P1:
(P2:
(P3:
Florida Building Code Edition 3002 :
• •••••••
High Velocity Hurricane Zone Uniform Permit Application Form.
• •
• •
• •••
For Moment based tile systems, choose wither Method 1 or 2.
from Mt. If the Mf values are greater thatn ,or equal to the Mr
attachment method Is acceptable.
( P1:
( P2:
( P3:
X 1:
X 1:
X I:
X A
X X.
X .
equals
equals
equals
Revised as of March, 2002
--
Section E (Tile CalcuEatio• nq) ::: • ,• • • :
• Y • • •
Method 1 "Moment Based Tile Calculations Per RAS f27i
equals
equals
equals
X w:
Xw:
X w:
equals
equals
equals
minus
minus
minus
Mg:
Mg:
Mg:
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resisitance (Mr) From below: 9,g19 NOA Mt 1 1 g t q
Mr Required Moment Resistence*
* Mu
Rules and Appeals.
For Uplift based tile system use Method 3. Compared the values for F' with the values for Fr. If the F' value are
greater that or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
minus W:
) minus W:
) minus W:
Compare the values for Mf, with the values
values, fpr each area of rpof, Pubm the tile
•
equals
equals
equals
X
X
X
cos
cos
cos
• • ••• • • • •••
• • • •• •
• • • • • • •
Mr1
Mrl
Mr1
0: equals Fri:
g: equals Fri:
0: equals Fr1:
• •
•
••• ••
NOA Mf
NOA Mf
NOA Mf
NOA F'
NOA F'
NOA F'
Where to Obtain Information
DESCRIPTION
Design Pressure
Mean Roof Height
Roof Slope
Aerodynamic Multiplier
Restoring Moment due to Gravity
Attachment Resistance
Required Moment Resistance
Minimum Attachment Resistance
Required Uplift Resistance
Average Tile Weight
Tile Dimensions
SYMBOL
P1, P2 or P3
A
0
2
Mg
Mr
Mr
F'
Fr
w
I =length
w = width
WHERETO FIND
RAS 127 Table Tor by an engineering analysis prepared by PE based on ASCE 7
Job Site
Job Site
NOA
NOA
•
NOA
Calculated
NOA
Calculated
NOA
NOA
All calculations must be submitted to the Building Official at the time of permit application.
f: \bull \$adm \evie \ -02 counter\ forms \Roofing_Appendix.xls \SECTION E
SECTION 1524 • .. .... :::.
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS ti'QTIF'ICAJ �1 X6I I;O;O1'ING
CONSIDERATIONS
1524.1 As it pertains to this section, it is the responsibility of the roofing colitrra1tttr prpvidethe.dAner with
the required roofing permit, and to explain to the owner the content of this sec,ti0fl . Thy provi o Chapter
15 of the Florida Building Code, Building govern the minimum requirements and 9tandareisugtite Mridustry 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. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
for the purpose of providing that the roofing system meets the wind resistance 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 zoning code, should
be addressed as part of the agreement between the owner and the contractor.
CI- • 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
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
um - i.e. townhouses, condominiums, etc.). In buildings with conu 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 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.
6. Overflow scuppers (wall outlets): It is required that rainwater flow 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
- accordance 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 extending the service life of the
roof.
coin oth
1 / 10 / Ob
Date
464
Contractor's Signature
NOTICE OF ACCEPTANCE (NOA)
Monier Lifetile, LLC
135 NW 20 Street
Boca Raton, FL 33431
iga 64(r
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
This NOA consists of pages 1 through 6.
The submitted documentation was reviewed by Frank Zuloaga, RRC
C2F-0G-3(ez--
• • •••
• • •• •
• •
• • •
• ••
• • •••
• • • • ••
•••••• •
•
• •
• •
• • • ••••
••• •
• • •
• •
. •
p, •• + • ,•
• • 141PA141- 1,ACOU , teGRIDA • • • • METRO -pAItl PLAGLrrFt BtJ+LDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33 .130 -1563
• • • (V51315 • F1 (306) 375 -2908
• ••• • • ••• •• -
•
•• • • • • • ••• ••
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Atlantis Shake & Slate 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 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.
NOA No.: 02- 1211.08
Expiration Date: 12/16/07
Approval Date: 01/09/03
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category:
Sub - Category:
Material:
2. PRODUCT DESCRIPTION
Manufactured by
Applicant Dimensions
Roofmg
Flat Profile Roofing Tiles
Concrete
1. SCOPE
This renews a system using Monier Lifetile Atlantis Shake & Slate 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.
Test
Specifications
Monier Lifetile 1= 15" PA 112
,Atlantis Shake and w = 10' /
Slate Tile 1 '/" thick
Trim Pieces
1= varies
w = varies
varying thickness
2.1 SUBMITTED EVIDENCE:
Test Agency
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
PA 112
Test Identifier
7161 -03
Appendix 11I
94 -060A
94 -084
25- 7094 -2
25- 7094 -8
25- 7094 -5
•
•. •
• •
•
•
• •
• • • • •
• • •
• • •
• • •
• •. •
•le • •
•
• •
••
Test Name/Report
••• • • • •••
• • • •• •• •
• •
• ••• • • •
• • • • • • •
• • • • • • • • • •
Static Uplift Testing
PA 102 & PA 102(A)
Static Uplift Testing
PA 101 (Mortar Set)
(Adhesive Set)
Static Uplift Testing
PA 102
(4" Headlap, Nails, Direct Deck,
New Construction)
Static Uplift Testing
PA 102
(4" Headlap, Nails, Battens)
Static Uplift Testing
PA 102
(4" Headlap, Nails, Direct Deck,
Recover/Reroof)
• • • ••
• • • • • • • •
• • • • • • • ••
• • • • • • • •
• • • • • • • • • •
• • • •
• ••
•••
• •
••
• • •
•
• • • ••• ••
Product
Description
Flat, interlocking, high pressure extruded
concrete shake and slate roof tile equipped
with two nail holes. For direct deck, mortar
or adhesive set applications.
Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Date
Dec. 1991
March, 1994
May 1994
Oct. 1994
Oct. 1994
Oct. 1994
NOA No.: 02- 1211.08
Expiration Date: 12/16/07
Approval Date: 01/09/03
Page 2 of 6
Test Agency
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
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.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Test Identifier
25- 7183 -6
25- 7183 -5
25- 7214 -1
25- 7214 -5
7161 -03
Appendix 11
Letter Dated Aug. 1, 1994
P0631 -01
PO402
Project No. 307025
Test #MDC -77
224 -47099
520109 -1
520111 -4
520191 -1
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
• •••
• • • •
• • •
• •
• •
• • • •
••• •
• • •
• • •
• • • • • • • • • •
• • • • • •
Test Nave/Reaor(: : :
• ••• • •
Static Uplift Testing
PA 142. . • • . •
(2 Quik- Drive IJIrect' •
Dc • • • •
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Battens)
Static Uplift Testing
PA 102
(1 Quik -Drive Screw, Direct
Deck)
Static Uplift Testing
PA 102
(1 Quik -Drive Screw, Battens)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Mortar Set)
Withdrawal Resistance Testing
of screw vs. smooth shank nails
Wind Driven Rain
PA 100
Physical Properties
PA 112
Static Uplift Testing
PA 101
Aerodynamic Multiplier
Moment of Gravity
25 -7094
25 -7496
• • • •••
• • •• •• •
• •
• •
• •••
• ••
• • •
• • • • •
date: •
T •
Feb. 1995
••• ••
•
.. •
•
• ••• ••
Feb. 1995
March, 1995
March, 1995
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
Oct. 1994
Sept. 1994
Dec. 1998
March 1999
March 1999
Sept. 1999
February 1996
April 1996
25 -7584 December
25- 7804b -8 1996
25- 7804 -4 & 5
25- 7848 -6
25 -7183 March 1995
Aerodynamic Multipliers April 1999
Two Patty Adhesive Set System April 1999
NOA No.: 02- 1211.08
Expiration Date: 12/16/07
Approval Date: 01/09/03
Page 3 of 6
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight -W (Ibf)
Length -I (ft)
Width -w (ft)
Monier Lifetile Atlantis Shake &
Slate Tile
8.5
1.25
0.865
Table 3: Restoring Moments due to Gravity - M (ft-Ibf)
Tile
Profile
3 ":12"
4 ":12"
5 ":12"
6 ":12"
7 ":12" or
greater
Monier Lifetile Atlantis
Shake & Slate Tile
Direct Deck
Direct Deck
Direct Deck
Direct Deck
DirectDeck
6.0
5.9
5.8
5.6
5.5
Table 2: Aerodynamic Multipliers - A, (ft')
Tile
Profile
X (ft
Direct Deck Application
Monier Lifetile Atlantis Shake & Slate Tile
0.24
3. LIMITATIONS
• • .. • • • • •.•
.. .. • •
• • • • .•• • • • • • • •
• • •
•
• ....... ...
• • ••
•
• • • • • .
• .. • • • • • •
•
• • • • • • • • • • • • • • •
•
• • •
3.1 Fire classification is not part of this acceptance. . • • 3.2 For mortar or adhesive set tile applications, a static field upift irkt spat lie performed in
accordance with RAS 106. ' ' 1
! • ••• ••
3.3 Applicant shall retain the services of a Miami -Dade County artifiedLaboratory to perform
quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
3.7 May be installed on slopes 7:12 and greater with a minimum of two screws.
4. INSTALLATION
4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be
installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and
RAS 120.
4.2 Data For Attachment Calculations
NOA No.: 02- 1211.08
Expiration Date: 12/16/07
Approval Date: 01/09/03
Page 4 of 6
Table 4: Attachment Resistance Expressed as a MdnC nt - M lbf) •
for Nall -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
pjrgct.Deck ..
'(miri.'�9�3a" • ;,
•
• •pI wp ' :
Battens •
• • •• •.
: :.. ...
Monier Lifetile
Atlantis Shake &
Slate Tile
2 -10d Ring Shank Nails
30.9
38.1
17.2
1 -10d Smooth or Screw
Shank Nail
7.3
9.8
4.9
2 -10d Smooth or Screw
Shank Nails
14.0
18.8
7.4
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
1 -10d Smooth or Screw
Shank Nail (Field Clip)
24.3
24.3
24.2
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
19.0
19.0
22.1
2 -10d Smooth or Screw
Shank Nails (Field Clip)
35.5
35.5
34.8
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
31.9
31.9
32.2
2 -10d Ring Shank Nails' 50.3
65.5 48.3
1 Installation with a 4" tile headlap and fasterners are located a min. of 2'A" from head of tile.
Table 5: Attachment Resistance Expressed as a Moment M (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Resistance
Monier Lifetile Atlantis Shake & Slate Tile
Adhesive
31.3'
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 13.9 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
Table 5A: Attachment Resistance Expressed as a Moment - M1 (ft-lbf)
for Single Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Resistance
Monier Lifetile Atlantis Shake & Slate Tile
PolyPronl
118.9
PolyProTM
40.4
4 Large paddy placement of 45 grams of PolyPro TM .
5 Medium paddy placement of 24 grams of PolyPron".
Table 5B: Attachment Resistance Expressed as a Moment - M (ft -Ibf)
for Mortar or Adhesive Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Monier Lifetile Atlantis Shake & Slate Tile
Mortar Set
39.0
• .•• • • • •••
• •. • • • • •• .. •
•
• • • •
• • .•• • • • •
• • • • • • •
• .. • • • • • .. •
• • • ••
• • • •
• • • • • • . • • • •.
NOA No.: 02- 1211.08
Expiration Date: 12/16/07
Approval Date: 01/09/03
Page 5 of 6
•
• •• • • • • • • • • . •
• • • • • • • • • • • • • ••
• • • •
•
• • • • • • • •
5. LABELING ' • .' • • •
• All tiles shall bear the imprint or identifiable marking of th 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 aapiec o� tfie foito • •
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 ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
• • .•.
• • •••
.. .. • • • .. .. •
• • •
• • • • • • • • •
• • • • • • •••
NOA No.: 02- 1211.08
Expiration Date: 12/16/07
Approval Date: 01/09/03
Page 6of6
M I �,M [DADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Polyfoani Products, Inc.
2400 Spring - Stuebner Road
Spring ,TX 77383 -1132
The expense of such testing will be incurred by the manufacturer.
APPROVED: 06/14 /2001
\ \s04500011pc2000\ \templates \notice acceptance cover page.dot
Internet mail address: postmaster ®buildingcodeonline.com
. •.• • • . ..•
• .
• • • • • • • • • • 1 -14D CO JN$Y, FLORIDA
ME1RO -DADE FLAGLER BUILDING
• BUICDINgeptie cOMBI•M OFFICE
• • • • ME1+RO -DiktZE LQGLE i J1LDING
140 WES1:FleA61,ER ST T', StITE 1603
• "' MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
•• . . • •• ••• •• • • • (iO * T RA(�TQR I,IrEI�SJNG sF:CP1ON 127 FAX (:05) 375-2558
• • • b5) .365 -25
• e • • • • • •
• • • ••• ••
' • CO&T1(ACdOR ENFORCEMENT DIVISION
(305) 375 -2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
(305) 375 -2902 FAX (305) 372 -6339
Your application for Notice of Acceptance (NOA) of:
Two Component Polyurethene Foam Adhesive
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
ACCEPTANCE NO.: 01- 0521.02
EXPIRES: 05/10/2006 Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Codc Compliance Office
Homepage: http : / /www.buildingcodconline.com
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Polyfoam Products, Inc.
2400 Spring- Stucbncr Road
Spring ,TX 77383 -1132
The expense of such testing will be incurred by the manufacturer.
APPROVED: 06 /14/2001
\\ s0450001 \pc2000 \\cemplates\notice acceptance cover page.dot
Internet mail address: postmaster ®buildingcodconline.com
:•
• •.• • • • •••
• • • •
• • • • • • •
ipiajI -D�CDt COtJI� Y, FLORIDA
METRO -DADE FLAGLER BUILDING
3 1, 1 ipINq,top1'COIIIPLIO •E OFFICE
• • ML"I Q- D,e4F: FLZGLE D[JILDING
148 WES1•I I!AISI RSI TTS1 ITE 1603
• • • MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
. • . • •• • .. • •• •
• (!Or�"I AC R i.&CEi'SlING SECTION
• •
. • • • (3U5) -2,27 FAX 4105) 375 -2558
• . . . • . •
• • CONTRACTOR ENFORCEiNIENT DIVISION
(305) 375 -2966 FAX (305) 375 -2908
Your application for Notice of Acceptance (NOA) of:
Two Component Polyurethene Foam Adhesive
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, lnodify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
PRODUCT CONTROL DIVISION
(305) 375 -2902 FAX (305) 372 -6339
ACCEPTANCE NO.: 01- 0521.02
EXPIRES: 05 /10/2006 Raul Rodriguez
Chief Product Control Division
THIS TS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance Office
Homepage: http : / /www.buildingcodeonline.com
Polyfoam Products, Inc.
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub - Category: Roof Tile Adhesive
Materials: Polyurethane
1.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Polypro® AI-1160
Foampro® RTF1000
ProPack® 30 & 100
(
Dimensions
N/A
N/A
N/A
2.2 Typical Physical Properties:
Property_ Test
Density ASTM D 1622
Compressive ASTM D 1621
Strength
Tensile Strength ASTM D 1623
Water Absorption ASTM 1) 2127
Moisture Vapor ASTM E 96
Transmission
Dimensional ASTM D 2126
Stability
2
• • ••• • • •••
.. .• • • •• •• •
• • • • •.• •
ACCEPTAgC1 Nv. = 01- 0S21:M
Test
Specifications
PA 101
1.6 lbs. /ft.
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft
3.1 Perm / Inch
• • • ••
•
• • • • • • • • • ••
•.
Atmlo vaa1 Date Tvite_24, 200,f ' • •
Expiration Date: May 10 2006 •
• • .
• • • •
••
. •
• • • • • • •
•
SCOPE
This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as
described in Section 2 of this Notice of Acceptance. For the locations where the design
pressure requirements, as determined by applicable building code, does not exceed the
design pressure values obtained by calculations in compliance with Roofing Application
Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using
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
Product
Description
Two component
polyurethane
Dispensing Equipment
Dispensing Equipment
2.1 Components or products manufactured by others:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA
which list uplift resistance values with the use of Polypro AH160 roof tile adhesive.
Results
+0.07% Volume Change @ -40 F., 2
weeks
+6.0% Volume Chan re a
Humidity, 2 weeks
Frank Zuloaga, RRC
Product Control Examiner
.Polyfoam Products, Inc.
• • ••
Note: The physical properties listed above are presented as typicaravera ev 4u�s'astleteirminell •b
accepted ASTM test methods and are subject to normal manuifaituring ya4ia*ion. • • . •
. '
• ••• • • .
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance. Refeett thdPretai T 'ije
Assembly for fire rating. . . ' • • • • •
3.2 Polypro® AH160 shall solely be used with flat, low, It high'tile'profiles • • • • •
3.3 Minimum undcrlayments shall be in compliance with the Roofing Application
Standard RAS 120.
3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof'
tile adhesive with their tile assemblies shall test in accordance with PA 101.
3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the
use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in
accordance with PA 101 and with section 10.4 as modified herein.
3
F
F ,_ '2'
MS
-w
• •
• •.. •
•
• • • •••• • • • •
ACC E1;TA ItG>E•No.: 9 - 052 t 1?2
4. INSTALLATION
4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that
lists uplift resistance values with the use of Polypro® AH160.
4.2 Polypro® AEI160 shall be applied in compliance with the Component Application
section and the corresponding Placement Details noted herein. The roof tile
assembly's adhesive attachment with the use of Polypro® AH160 shall provide
sufficient attachment resistance, expressed as an uplift based system, to meet or exceed
the uplift resistance determined in compliance with Miami -Dade County Roofing
Application Standards RAS 127. The adhesive attachment data is noted in the roof
tile assembly NOA
4.3 Polypro® AH160 roof tile adhesive and its components shall be installed in
accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc.
Polypro® AH160 Operating Instruction and Maintenance Booklet.
4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed
by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved
applicators to the authority having jurisdiction.
4.5 Calibration of the I dispensing equipment is required before application of
any adhesive. The mix ratio between the "A" component and the "B" component shall
be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to
deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings
shall be approved.
4.6 Polypro® AI - 1160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100
dispensing equipment only.
4.7 Polypro® AH160 shall not be exposed permanently to sunk
Frank Zuloaga, RRC
Product Control Examiner
Table 1: Adhesive Placement For Each Generic 'F ife Profile • • • • • • • •
TilePrufile
Placement
Detail
Single Paddy Weight
Min. (grams)
Two Paddy Weight
per paddy Min.
(grams)
Flat, Low, High Profiles
41
35
N/A
High Profile (2 Piece Barrel)
41
17 /side on cap and
34 /pan
N/A
Flat, Low, High Profiles
#2
24
N/A
Flat, Low, High Profiles
#3
8
Polyfoam Products, Inc.
•
• •..
• • • • • ••. • • • • •
ACCEIITAI C•I•No. Ib 6
. ••
4.8 Tiles must be adhered in freshly applied adhesive. Tili must >�e se= Aitlliif 2.to.3 • : • • •
minutes after Polypro® AH160 has been dispensed. • • • • • • • • • • •
4.9 Polypro® AH160 placement and minimum patty weight shaarbe in accordance with
the 'Placement Details' herein. Each generic tile profile requires the sp�;ific
noted herein.
•
•
5. LABELING
All Polypro® AH160 containers shall comply with the Standard Conditions listed herein.
6. BUILDING PERMIT REQUIREMENTS
6.1 As required by the Building Official or applicable Building Codc in order to
properly evaluate the installation of this system.
4
Frank Zuloaga, RRC
Product Control Examiner
Polvfoam Products, Inc.
Nail through plastic cement Paddy (Beneath Tile)
Underlayment
Ere Course
Eave Closure
Fascia
awe course only:
Keep adhesive approx.
4 in. up from weepholes
Neil through plastic cement
Underlayment
1.
Ewe Course
10 in.
EAT course only:
Keep adhesive approx. 4 in. up
from weepholes
AD ADHESIVE PLACEMENT DETAIL.1.6• •• • •°
• • • •
• • • • • • • • • • •
• • • • • • •
• • • •
SINGLE PATTY • • •
• • • • • • • • • • •
• • •• • •
Fascia
E3V0 Closure
5
Nall through plastic cement
• • • • • • • • • • •
• • • • • • • • • • • •
• • • • •
ACCE*ArICAGN4. 2 al
• • • • • • • •
Underlayment
10 M.
Eave Course
Eave course only:
Keep adhesive approx.
4 in. up from weephdes
Parado • •
• • • • •
• •
• • • •
• • • •
• • • • • • •
Fascia
Weephole
Eave closure
Drip edge
Frank Zuloaga, RRC
Product Control Examiner
• •
1) Place enough adhesive to achieve 1T to 23 Option 2x4's for
square Inches in contact with the pan tile steep pi ch applications
2) Turn covers upside down. Place adheslvo 112 in.
01 in. From outside edge of 00401 00.
Then install the Ole.
Underlayment
1
Remo
top portion
of the save
course cover tile.
Abut to second course of
pan tiles. Ensure eave end of
pen and cover tiles are
flush at save Om
Eave closure
{mortar ehcwn)
Weephole Fascia Bo
Nail through plastic cement
Optional
PoInt.up Mortar
on longitudinal
edges of tile
SheatNng
'Polyf'oam Products, .Inc.
ADHESIVE PLACEMENT DETAIL•2•'• • • ••• •�•
• • • • • • • • • • • • • ••
SINGLE PATTY • • • • • • • • • • • ' •
•
• • ••• • •
6
• .. • • • •••
• •• •
•
•• • •• • • • • •
. • • •
ACCEl3TA1iC.F j�10. O1 -OS21
•• • •
••
•
• ••
• ••
•
•
••
•
Nail through plastic cement
Underlayment
Eave Course
Eave Closure
Paddy (Beneath Tile)
Nail through plastic cement
Underlayment
Eave Course
Nail through plastic cement
Underlayment
Eave Course
Fascia
Eave Closure
Paddy (Beneath Tile)
• Pallell!$eneaa Tile)
Fascia
Weeptole
Eave closure
Drip edge
Frank Zuloaga, RRC
Product Control Examiner
.Polyfoam Products, Inc.
Nail through plastic cement
I 3 in.
x3ln.
Single paddy on
under.
layment
Single paddy
on top of tile
Single paddy
under tile
Paddy
(between tile)
Paddy
(under tile)
Eave course
2 in. X7 in, medium
size paddy eave
Fascia course only
ADHESIVE PLACEMENT DETAML.3. • • • • • • • • • • • • • •••
• • • • ••
DOUBLE PATTY • • • •'• • ' •.'
• • •••
Nall through plastic cement
} 3 in.x 3 in,
Single / paddy
an underlayment
Single paddy
on top of tile
Eave Course
7
Single
paddy on
under.
layment
•
• •• • • • • •••
•• •• • • • • •• •• •
• • • • • • • • • • •
ACCETTTAPj 4 1 -012•b
Nail through plastic No • . • • • • • Sirgte paddy t: der tile
• • • • • • •
Underlayment • • • • • • - Singe paddy between tile
2 in, x 7 in. medium
size paddy eave
course only
x 3 in.
•• • • • •• ••• ••
- _ • • • •
4 in.
Single paddy
on top of tile
Eave
Course
Single paddy
between tile
Eave Closure
2 in. x 7 in, medium
size paddy eave course only
Fascia
Frank Zuloaga, RRC
Product Control Examiner
Fascia
Wecphole
Eave closure
Drip edge
• ••• • • • •
• • • • • • • • • • •
• • • • • • • • • • • • •
• • • • • ••• •
Polyfoam Products, Inc. ACCECTAitGt+•No.' 01- 052112
• • • ••
• •••
1. Renewal of this Acceptance (approval) shall be considered afte ; a S eneOaraitphcatic�r ha ;b4r>:filtd
and the original submitted documents, including test- supporting•an,: ingrneertng documents, are no
older than eight (8) years.
2. Any and all approved products shall be permanently labeled witir ir�rtin rfi;cttrr�r's: namef i ity,
state, and the following statement: "Miami -Dade County Prod. r :Cbntroo 1ppro l' ,• yt as
specifically stated in the specific conditions of this Acceptance. •
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
c. If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product.
d. The engineer who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
4.
Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriatc fee) and granted by this
office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
6. The Notice of Acceptance 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 Notice of
Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall
be provided to the user by the manufacturer or its distributors and shall be available for inspection at
the job site at all time. The engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1 through 8.
END OF THIS ACCEPTANCE
8
Frank Zuloaga, RRC
Product Control Examiner
•
nspection Number: INSP -9349
Inspection Date: 05/3112006
Inspector: Grande, Claudio
Owner: SPAHN, HERBERT
Job Address: 1005 95 Street NE
Project: <NONE>
Miami Shores Village, FL 33138-
Contractor: KAWALEK ROOFING, INC
Building Deaartment Comments
Tuesday, May 30, 2006
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
0
Block:
✓Permit Number: RF -2 -06 -342
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Phone Number (305)757 -2368
Parcel Number 1132060143570
Lot:
Phone: 786- 277 -9540
Page 2of2
�(
Passed ,
Inspector Comments
9 ...t
0 4 —,
614
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
nspection Number: INSP -9349
Inspection Date: 05/3112006
Inspector: Grande, Claudio
Owner: SPAHN, HERBERT
Job Address: 1005 95 Street NE
Project: <NONE>
Miami Shores Village, FL 33138-
Contractor: KAWALEK ROOFING, INC
Building Deaartment Comments
Tuesday, May 30, 2006
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
0
Block:
✓Permit Number: RF -2 -06 -342
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Phone Number (305)757 -2368
Parcel Number 1132060143570
Lot:
Phone: 786- 277 -9540
Page 2of2
Test Location
Uplift Pull Test(P or F)
Test Location
Uplift Pull F)
Test Location
Uplift Pull Test(P or F)
Test Location
Uplift Pull Test(P or F)
1
(kei' �G D
26
lT Test(P . or
�
<
51
76
2
1
27
1t��
52
77
3
28
53
78
4
29
54
79
5
30
55
80
6
31
56
81
7
32
57
82
8
33
58
83
9
34
59
84
10
35
60
85
11
36
61
86
12
37
62
87
13
38
63
88
14
39
64
89
15
40
65
90
16
41
66
91
17
42
67
92
18
43
68
93
19
44
69
94
20
45
70
95
21
46
71
96
22
47
/
72
97
23
48
73
98
24
49
74
99
25
50
75
100
Owner's Name
Job Address
Roofing Contra
Type of Tile
Lab Certification # 98- 0608.04
U.S. SOUTH
Engineering & Testing Lab., Inc.
6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015
Telephone: (305) 558 -2588 • Fax: (305) 362 -4669
ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN
FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE
PROTOCOL TAS 106
SITE SP
g rc a)
O ®r3
tor- I Elm
Required Testin F9rce: 35 lbs.
Date Tested `-1l0
� (
1
CIFIC INFORMATION
JAP tG
6•-u ` ? cl
Approximate Roof Height:
Type of Access to Roof Scaffolds Ladder
Approximate Square Footage of Roof: ' Co ° ft
Testing Equipment: Chatillion 100
feet
TEST RESULTS
P = PASS, F = FAIL
Project No 7262
Permit # TF ®lo- 3 4Z
Date Installed: 5. _q4 —
Roof Pitch: 3 ' 12_
Other
IN ACCORDANCE WIT HE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
QUALITY CONTROL ST.
THIS REPS °� �BMtTTED BY__
State of FL Certificate Authorization # 4100
P. E? /WQyr
Sketch of Roof
Job T 1 E 4 _ N l ,C-#6.435 1fi
Sheet NIE:abe1 S
Coritactor t96b-� l 0 4
Check.: fray
- ,Scale
i
i
■
■■
a
T
i
€11
OM
■i IRWMPIIIMMI
.
r
ra
r
■ins
■rati
'
Ip �
■
■!
immusgrammiriumniminrwAres
IralliiirEdlillailllidli
■I
■
11111111111111111111ImimmimMUMMUMMISMIP!li
1111411111M111111111111Mg
II
L
n■m
i
madifiriiiiiiiii
UMW
0111111116.
f1 3... #
I IIIiit21iiIiiiii ii ii iIii ii •
MINIM $
k
if
f
_ _
_. . f
F
T
t
!
Sketch of Roof
Job T 1 E 4 _ N l ,C-#6.435 1fi
Sheet NIE:abe1 S
Coritactor t96b-� l 0 4
Check.: fray
- ,Scale