RF-06-2674Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 05/10/2007
Inspector: Grande, Claudio
Owner: LUI, ISABEL
Job Address: 1236 99 Street NE
Miami Shores Village, FL
Project: <NONE>
Block:
Contractor: MURPHY ROOFS
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Phone Number
Parcel Number 1132050090180
Lot:
Phone: (305) 892 -1700
Building Department Comments
replace tile roof
MUST BRING GREEN CARD FROM MAILED LETTER
TO PREVIOUS C• ,,.';ice TOR TO CLOSE PERMIT
'
AY 1 1 ZOO?
iD
Inspector Comments
6 / k 0
or Com6i2e_
f
7)
Passed
;r
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid .
until
Wednesday, May 9, 2007
Page 1 of 2
d
Miami Shores Village
Department g p
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 oc r 2 `�00� Buildin VECIEEvzi
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING I D'�J11%
PERMIT APPLICATION ftf CAA.
FBC 2004
Permit No. "k-r° :14
Master Permit No.
Permit Type (circle): Building Electrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) 1:I? /-1/ 5 Lo Phone # O —.759 —
'Owner's Address 12 ?-3(.0 )V'e 99
City /(11 ; 5 i'tO t -S State -L
Tenant/Lessee Name
Zip 33138
Phone #
Job Address (where the work is being done) /Z 3 6 N E 99 ST
City Miami Shores Village County . Miami -Dade Zip 77 / 3 P
FOLIO / PARCEL # 1/ — J2 - (5" ° oc, -- 0 / o
Is Building Historically Designated YES NO
Contractor's Company Name 74/ adig24173Phone #(3 ° -)c — le 4)-m
Contractor's ddress I'd 7c1 e-ri' qM7 . 2-t ,Z, .s ° 101L
City ' rn State 1' Zip 33 / 6.---r—
Qualifier
Name /7P 6&t a!t
State Certificate or Registration No. e-CL / 3 1.8 S Certificate of Competency No. e cc / 3 2-I if-4 '
Phone #
Architect/Engineer's Name (if applicable)
Value of Work For this Permit $ 000
Type of Work: ['Addition Iteration New L air/Replace ❑Demolition
Describe Work: " l0 P,e fl ,
0
tii zfe`r�Li°near'rootage
"1 e' ' -ire
4 hu IJ-at#Fr
******* * * * * * **** ** **** ** * * ** ******* *** *Fees r * ********* * * ** ** * ***** ** ** * ** ** * * * ** *** **
Submittal Fee $ Permit Fee $ Q° 34-_126 (Y V CCF $'� CO /CC
Notary $ Training/Education Fee $ Technology Fee $ t SC) cy5
Scanning $ Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $
Double Fee $
Structural Review. $ Total Fee Now Due $ „Ff
?.. c r
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged
Signature
Signature
er or A_ent C
The foregoing instrument was acknowledged before me this The forego i trument was acknow�led"ged before me this 2
day of • ■ 0 by +' �Y of 20Of� , by
is personally known to
As ide
NOT
or who has produced
who is personally known to me or who has produced
as identification and who did take an oath. •
NOTARY PUBLIC: �'y' Pubs - State of Florida
3 • ,• Commission Expires Apr 16, 2010
a:= Commssion # DD 520488
it I °''am„�io i'oin: Notary Asp.
'Iwo lb
Sign:
Print: Lo y\ r C,t �C t? , pU
My Commission Expires: Q,pvd. l Lo C),Q ( 6
APPLICATION APPROVED BY:
(Revised 02/08/06)
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
Plans Examiner
Engineer
Zoning
ME OF FLORIDA, cour4i'y OF CAW
I HER. t �' RT1fY that this Is a o + +y of The
11Yl�lr l; , °t c'n day of
oG
NOTICE OF COMMENCEMENT
A.RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
111111111111111111111111111111111111111111111
C FN 2006811 6171
NC? / UI; Bk 25046 f'9 157►:4P (ivs}
PERMIT NO: Tax FOLIO nits" /� �z oSr- l�' _niS� RECORDED 10/26/2006 1509:4 .
HARVEY RUVIHr CLERK OF COURT
I1IAMI -DADE COUNTYr FLORIDA
LAST F'AGE
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Legal description of property and street/address: /2�4. iVE P7 574er /-1:4-/-f; ,3Y/ 3(
rrelV..) €546"e '6— 54"..7 'SD La, C e /iG 4
s'� 2. Description of improvement: lc ? , -- rt9 p
3. Owner(s) name and address: AiW(>4 "-1A) Z4 �S31BeZ e,,
nJ - „ ,1 .. ; S�orei , 33ig1
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name and address: 1 11:6,61 % con
3221 k/t v -
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address:
33112_..
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:
.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 specified)
Signature of Owner
Print Owner's Name ,, ,, �. - repared by /woo L L'22,wic
Sworn to and subscribed , , 20 0 6
ddress: 55-1 5 c.e 3 3 T
Notary Public frL r. Lj /�� J'/ /1'1 /Am /" Fe-
Print Notary's N- e a Liven A v. teZ. 'r E .33/ ace
My commiss'.n expires: PC. Aral f Ze'cj 19 2007
7 "an
efore me this 2 C day of /0
123.01•S2 PAGE4 10/04
CROCROAGINEER1NG
Certificate No.: 04-1013.02 13284 SW 120th Street, Miami, FL 33186
TEL: (305) 233 -3997. FAX: (305) 233 -7720
CONCENTRATED UPLIFT TEST FOR ROOF TILE
COMPLIES WITH THE FLORIDA BUILDING CODE PROTOCOL TAS 106
Property Address
1236 NE 99th ST
PCA No
Total
Passing
Project Owner
Perimeter
Roof Pitch
3:12.
Contractor
Murphy Roofing
Testing Equipment
Shimpo FGE -500HX Cert. No.: 31245
Roofing Squares
± 35
Testing Force
35#
Roof Tile
Barrel
Inspection Date
By Ozzy
Set Tile System
Polyfoam
Test Date
4/26/07
Permit No
Job No
Lab
Report No
X07 - 040043
ROOF SKETCH SEE ATTCHED
Test Results
Roof Area
Required
Tests
Tests
Conducted
Total
Passing
Percent
Passing
Perimeter
11
20
20
100%
Field
13
69
69
100%
Corner
11
11
11
100%
TOTAL
35
100
100
100 %,
The roof illustrated on page 2 has Passed: X Failed: the uplift test in accordance
with the Florida Building Code TAS 106 Protocol.
1772&/01
George Galan, P.E.
Civil Engineer
P.E. No. 60080
Crossroads Engineering
Lab Certification # 04- 1013.02
Page 2
Property Address
1236 NE 99th ST
Project Owner
rt MI
Lab Report No.
X07 - 040043
P P
P
P
P
P s P
P
P
P
P
P
P
P
P
P
P
p P P
p r p
P P
P
P
P
P p
P
SCREEN
ENCLOSURE
-0.-21}---r-
AREA (SQFT) Legend
otal
MMII
Perimeter
rt MI
ie d,
CIR�IBINEERIN6
Failed:
Passed: P
Direct Query - Intranet
UNITFD 'SPITES
PON Mi. SERVICE
Page 1 of 1
Track/Confirm - Intranet Item Inquiry
Item Number: 7006 3450 0000 2891 6470
This item was delivered on 05/01/2007 at 17:03
Signature:
Ci
)
\(-11
Address:
Enter Request Type and Item Number:
Quick Search
Extensive Search
Expleenatioll of Quick arid Extbiltpive beard-te
-
-14
Version 1.0
Inquire on multiple items.
Go to the Product Tracking System Home Page.
http://pts.usps.gov/pts/imageView.do 5/9/2007
7006 3450 0000 2891
U.S. Pdstal Service,.
CERTIFIED MAILTM RECEIPT
(Domestic Mail Only; No Insurance Coverage Provided)
For delivery information visit our website at www.usps.come
Postage
Certified Fee
Retum Receipt Fee
(Endorsement Required)
Restricted Delivery Fee
(Endorsement Required)
Total Postage & Fees
s0.79
$2.40
$300
$279
06
Postmark
Here
04n:172007
Seir)14. d 71/4
Street, Apt.
or PO Box No.
722j A 4■1
City, Sta F4-4
/4-6,_ 3 7 / 7--
PS Form 3800, August 2006 .
See Reverse for Instructions
BUILDING
Miami Shores Village.
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Permit No.
PERMIT APPLICATIO
FBC 2004
Permit Type (circle): Building
• D
Master Permit No.
ectrical Plumbing Mechanical Roofing_
Owner's Name (Fee Simple Titleholder) t e- v l (1 5 LUL i Phone # C `- S 9-40-79 T
Owner's Address / 2- 'N 9
City � \ 1 ok k ■ 51'v 1'E S State : Zip ,3,P \ '3
Tenant/Lessee Name Phone #
Job Address (where the work is being done)
City Miami Shores Village County Miami -Dade Zip
FOLIO / PARCEL #
Is Building Historically Designated YES NO
�a )7o0
Contractor's Company Name 'j t\ tL �i 1 1A-� Phone # � c, a 1 ' q `/ `3 5/ ��
Contractor's Address 1 ®10.3 n) e g �'
City (1) fYV‘ 1 4 State Zip 3 3 1 C, t
Qualifier Name , l s) {�,A) t t ON .,i ( Phone # °'3 (c a { ? Li. 9
,
State Certificate or Registration No. ertificate of Competency No. 9 7 135 c„,, J, Q v „?_____
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ y
Type of Work:
Describe Work:
['Addition ['Alteration
Square / Linear Footage Of Work: 7-3
['New:
Repair/Rep -lace ❑ Demolition 1,
* * ** * * *** * ** * * * * *,v**** * * *********Fees********************************************
Submittal Fee $ Permit Fee $ 15Xib CCF $ CO /CC
Notary $
Scanning $ Radon $ DPBR $ Zoning $
Training/Education Fee $
Technology Fee $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $
Total Fee Now Due $
't5,OD
See Reverse side --->
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Owner or Agent
The foregoing instrument was acknowledged before me this
day of ,20 ,by
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Contractor
The foregoing instrument was acknowl
day of ATINL ,20d7,by
who is personally known to me or who
1(. 4156 as identification and who did take an oath.
NOTARY PUBLIC:
Sign: Sign:
Print: Print:
My Commission Expires: My Commission Expires:
APPLICATION APPROVED BY: Plans Examiner
Engineer
(Revised 02/08/06)
Zoning
Miami Shores Village Building Department
Change of Contractor
Permit No.6) 6/— 06
Owner's Name (Fee Simple Titleholder) Dc-�li'1 I l -c:l Phone #
Owner's Address 1 CA -� I
City ill i 00-'6 State - L_ Zip g?)‘-,-77)1
Tenant/Lessee Name Phone #
Job Address (of where the work is being done) /2 3 ( A)r�
City 4/-1: S-4 ; "r •d' County D4
Legal Description !/ 3 2 C C C) 9 C /`,
Contractor's Company Name � r ok' ( l -
Contractor's Address \ CC\ 0 3 1 t
City --\ o C\ \ State
`2 Bret
Zip 3 i 3P
Phone #
3� smCU9LI(C`)
Zip
Qualifier
Describe Work: l e E7' ' s aa-re0
I hereby certify that the work has been abandoned and /or the contractor is unable or
unwilling to complete the contract. I hold the Building Official and the Village of Miami
Shores harmless from all legal involvement.
Signature Signatur
Owner or Agent
Con
The foregoing instrument was acknowledged before me this/ S The foregoing instrument was acknow
this
day of IL o 20 en bye ,/e'i✓,‘e...r 4 esr e ,
who is peri nally known to me or who has produced
As identification and who did take an
Sign _ -�,
Prim a!
My Commission Bxpires:
Psor
ter.
36TH
MYZONIMISSI1ON # DD 296460
EXPIRES: March 5, 2008
Bonded Thru Budget Notary Services
before me
day of L 3 . r420 0 ?, by ' l
who is personally known to me'or who has produced • -MV/!S it(
1(15b I]Sb
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission expires:
***************************************************************************** * * * *it * * * * * * * * * * * * * * * * * *** * * * * **
Rev. 09/19/03)
Mama Sioltafellage
►'leaf 2)044.emei t RECEIVED
10050 NE 2nd Ave APR 2 3 2007
Miami Shores, Fl 33138
Phone 305.795.2204; Fax 305-756-8972 BY:
www.miamishoresvillage.com
HOLD HARMLESS
DATE: s f 6.7
PROPERTY LOCATED AT: /2 3' e f / 6 -� F 5:eoce f jf 33'71'
As legal owner of subject property, I request the cancellation of permit number # -e L 76:751
issued to
for the following reason:
o `®
C'ea' ∎a:j:er 4 :/_
Date of last inspection: / f
&'{
ltt
Z1.1O(0
I hereby apply as owner - builder, or authorize (new contractor) s
A0
to apply for such permits as necessary to construct or complete the construction on subject property.
I agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from
any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee)
resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume
responsibility for the correction, if required, of work performed under the permit for which I am requesting
cancellation.
(Owner's Signature)
414; C
(Print Name)
State of Florida
County of Dade:
AIINSWORTH SMITH
* MY COMMISSION # DD 298460
EXPIRES: March 5, 2008
Banded Th-u Budget tt:tery Services
(Prime Contractor -Only if subcontractor
holds permit or if change of qualifier)
(Print Name)
The undersigned, being the first duly sworn, deposes and says that he is the legal owner of the above
property.
Sworn to and subscribed before me this I9 i day of /' /v ,, ®'7
Notary Public, Sate of Florida at Larg
3
r-I
tr
nJ
For dellvery n-§Yr4nce Coverage Provide,
-prthaton vfl Jfr)kesiiTat
Retum Recelpt Fee
0 (Endorsement Regaled)
C:1
Restricted Delivery Fee
r3 (Endorsement Required)
Total Postage & Fees
cm1 rn
Sent To
.. .... ........
tkiest:A.brAkf7--- .j) °S34
r,. or PO Box Ala Z 2"/
..... .........
... 2,7547- ......
e°°:7-c'- 37,
RE: 1236 NE 99 Street Miami Shores, FL 33138
RECEIVED
APR 2 3 200?
BY:.P19 —
To the owners of Allapatah Contractors
This is to inform you that I will be doing a change of contractor, due to your
company's lack of and poor performance. I have tried on numerous occasions to contact
you people to come complete my roof with no success. I also will be filing a formal
complaint thru the proper channels against your company and your license for bad
business practice.
Dennis Louie
F-tIGH-VELOCITY HURRICANE ZONES
MCMET7E.7-,
T 27 MD
Florida Building end() Edition 2004.
HigtiVelo, HurriegneZone UriIf m PerrtilApplicatiOn*Fornt
netraLinforrnatiohl
Master. Pe
Contraetb
Job Add
P:topesll
atow.s op.
Avohog.
edhankail$40tinlTlie .MottattAdhetIve.:5Aente
3110.:04:".11#0.4140.1SP*0
0 Oie.qerfpfiv0,5 15Q
IVOOF 'TY
A/o 90-1 ue
0 New Ro.pf Rertiatit .1:11036:0Vettag: D Repair *Mania:1(0102
ROOF I.:Mg:MAI INFORMATION
Lowsinnil fuinfArett 4.0eP:PIOPS11!Of Al* (pF1 TotatoD,
s DD DO' 5-1_
.14tari)
•Sketch Roof PIan Itiuotrate..aiIievotfratiti
, septonst.root ikatisi.-scuppers, overflow
scuppers and Ilaute or aril
109.1N ..6144:
identl ' snissiteia zonal and incatl.-- .
;etc
-rt
'''' •
4'1:1
rf r •• • ••
4.
-4- •
••i•e•
le, .9 •
.****
4- 4
•••• •
J.-. • ••••
••••
-X.• • •
• • •
3 'b
•
•
•
•
•
•
•
• •
•
•
•
•
•
HIGH-VEI.00ITY,HURRICANE ZONES
Florida Buliding Code Edition 2004
High'Veloflty Hurricane Zone Uniform PerraltApplkatIonFoo:
Section (Steep Sloped Roof Systettl
Roof Sy.sternsliiianufabturen L/9111t ( )44-1 Le_
Product Approval Number: DO- — /,)- 0-1-- S. Ds,r-
fi/linirnum Design Iiiiincl:Preseures, itApplicable (Frorm.110:127..Ordeleutations):
Pt 6 ,).0 .P2t__,1_L 2,4,_ P3t 2/ , / ,4 .
Maximum Design Pressure
Product Approval Specific System: /16,._,6—
Method.of tile attachment PJJi4DQrrJ
Roof Slope:
:12
Steep SJoped Roof System Description
Dedi(1)/p0f*
glE pl(LODOCI
.ype Underlayment.
•Insulation.
So TL/
Ffre 13ariler:
Ridge VenttlatiOn?
A-
•
' •
•
• • •
•
• alb
•
Fastener Type & :SOcing: )Yt/ P-15 .;:a c2 f/
• xt3pAalli-
Adhesive Type:
Mean Roof Height: /
pe cap Sheet:
5.r....14. D. °Z.
• •
Kopf 9.0yering: V /lc\ CD.r)Cr
• :v.
Type.0,Size Drip
cfge: I —n
yr/ pc, 0 cilv -ea; eAtp
•
• •
•
•
Nn•
- •
• •
HIGH-VELOCITY HURRICANE ZONES
Florida Building. CodoEdtdon 2004
14th Veloakti-lurdeana.ZonolinifiamPermitApplleatiou Form.
Section E tTile.:Calculatitons) •
For Moment basedstile systems, choose either Method 1 or 2, Compared the values
for Movith the values' from Mt. If the Mt values are greater than or equal to the Mr
values, for eadhorea ofthe,roafIlhen thetileartaehment method is acceptable.
Method '1 "Witmzent Based Calediatio*Ter RAS 12?
cy, 3NI; To, 70 Product Approval mr
x (22_462 224—
M g, .3 = 2,1. tg Product Approval Mr
(.1:':aft_ 1,. 3 j) =M4 7_,t 1 Product Approval M,
Method l'''SimplifieCtile Caleulation Per Tahle.B.40-W"
Required Moment of ReSiStatiCe (1%.):From Table Below Product Approval Mr
\filean Roof Height
Roof Slope 4,
2:12
4t2
5:12
5:12
7:12
Required Ailornent ElOistanze*
15'
20'
:34:4
32.2
'30:4
214
:24.4
36.5
.34:4
312
30:1
.25,0
21E9
25'
38,2
33:8
31..5
28.4
271
30'
39:7.
• 37:4
351
17,8
'3045
*Mn st be used in conjunction. with a 11# ,of etoorueut. based* tie .aysteuts ,eudersed' by tile
&reward Camay oard�fdSafl.PP etti$0.
For Uptift based the systems use.Methad OntepAred-thervahretrfo.r F' with:Abe
values for F, If the:F values ure.greater thanr.or equaloto the Fr values, for call
area of the. root:then thelihrattaahmeuttmethod isAceeptable.
40'
42.2
39.8
37,3
32.4
30.0
• •
ide-th4d:3-44Up1iffl3hsetTilt Caleuhtttotts:rek RAS lz.r.
• • :.....
cp .,..: xi: . x Iv: IP' ..... j ..' We X COX lb , , , , Product Ap.porial ' • • • •
•
)**VV:. x cos.* . ..= FA: , Product Apipmfai •P'
..
(P3t. lt = w. =)- W: 4 'cos .0: •=.-F4': „ Product Approwla4,F. ..
•
.... • •
Des rip rt,. SYnth0 Whereto' find 60000. .0 .411
ip
0110
.13ilieSito:Obtlii2“0:01014104
DssigttPtossure' PtoriactiP3 ItAS'127 Table‘licirtertateaglacerbv,analyiis pre,paredttyll Med on:ASdi
7 1 • • ••- - •
• • •
• . ..
...40. • • ..
• • •40• • •
O •• ••
S
a a
• 11:116. • •
• 0 •
NtoatritotOldaht
itoafpoye ti.
.Aerottyalualu)'iltipl ter
itotoringli4otrienktluesto:GnwitY•
•Aitiebnuttt Resistance,
Retoillad Matfett Widener
Minimum Attadurtent Resistances r
gequited=UtillitIteslattinee F,
AveraOrdelletaltt W. -Product Approval
Tileltimetslons 1= tenth 1 Product Approval
yr...Width
AlltttleOltitionsAnust bo.sulinvitted to theBuilding.OfEelittsit:thetitfitraitOtiOntatiOn..
• X Product Approval
• Product Approval
• M • 'Product Approval
Mr
•0siculated
Product Approval
• statculstad .
44.23
FLORIDA BUILDING CODE — RESIDENTIAL
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION
FOR ROOFING CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 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 ant the
contractor. The owner's initial in the designated space indicates that the item has been explained.
1. Ot- Aesthetics - Workmanship: the workmanship provisions of Section R4402 are
for the purpose of providing that the roof system meets the wind resistance and water
instruction performance standards. Aesthetics (appearance) are not a consideration with
respect to workmanship provisions. Aesthetic issues such as color or architectural
appearance, that are not part of a zoning code, should be addressed as part of the agreement
between the owner and the contractor.
2. Renailing wood decks: When replacing roofing, the existing wood roof deck
may have to be renailed in accordance with the current provisions of Section R4403. (The
roof deck is usually concealed prior to removing the existing roof system).
3. 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 to be performed.
4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the
roof decking can be viewed from below. The owner may wish to maintain the architectural
appearance; therefore, roofing nail penetration of the underside of the decking may not be
acceptable. The provides the option of maintaining the 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 rod,, :.
Ponding can be an indication of structural distress and may require thexevi8w of a
professional structural engineer. Ponding may shorten the life expectancy. a. �I perft aftce
of the new roofing system. Ponding conditions may not be evident untij Jti$.original roofing
system is removed. Ponding conditions should be corrected.
••••• • • •
6. � Overflow scuppers (wall outlets): It is required that rainwate�r•low c`s'o'that
the roof is not overloaded from a buildup of water. Perimeter /edge wall.ot ether roof •
extension may block this discharge if overflow scuppers (wall outlets) are not prow .i»tti It
may be necessary to install overflow scuppers in accordance with the reriuirements Q , •
Sections R4402, R4403 and R4413.
• • •
•• •
7. Z Z Ventilation: Most roof structures should have some ability to vent natural
airflow through the interior of the structure assembly (the building itself). The existing
amount of attic ventilation shall not be reduced. It may be •eneficial to consider additional
venting which can result in extending the service life of ; roo:
Z . /° fir®(
Owner /Agent's Signature Date
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MIAMIDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375-2908
Monier Lifetile, 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 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: Villa, Roll, and Capri 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 baen 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 aItvision orcli in the...:i
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endowment of any • •
product, for sales, advertising or any other purposes shall automatically terminate this NQA..Fa ilurele c�ortply '
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:P;(3, Pa, an4'lbfl'o ved 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 manufact zr ie g its disttilattors
and shall be available for inspection at the job site at the request of the Building Official. • •
This NOA consists of pages 1 through 7.
The submitted documentation was reviewed by Frank Zuloaga, RRC
NOA No.: 02- 1205.05
Expiration Date: 12/16/07
Approval Date: 01/02/03
Page 1 of 7
•
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ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub - Category:
Material:
1.
Low Profile Roofing Tiles
Concrete
SCOPE
This renews a system using Monier Lifetile Villa, Roll, and Capri 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
Monier Lifetile LLC
Villa & Roll
Monier Lifeitile LLC
Capri Tile
Trim Pieces
Test
Dimensions Specifications
1= 161/2"
w= 13"
%x" thick
L = 17"
W= 12 3 /8„
%z" thick
1= varies
w = varies
varying thickness
2.1 SUBMITTED EVIDENCE:
Test AEency
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engi • ering, Inc.
‘-1z. ( ,
o1 o.
,
IJ
(EON
PA 112
PA 112
PA 112
Product
Description
Low profile, interlocking, high pressure
extruded concrete roof tile equipped with one
nail hole and double roll ribs. For direct deck
or battened nail -on, mortar or adhesive set
applications.
Low profile, interlocking, high pressure
extruded concrete roof tile equipped with one
nail hole and double roll ribs. For direct deck
or battened nail -on, mortar or adhesive set
applications.
Accessory trim, concrete roof pieces•fol- vase
at hips, rakes, ridges andvallex terminations.
Manufactured for each tile profile. • ....•
Test Identifier Test Name/Report
7161 -03
Appendix III
7161 -03
Appendix II
P0402
94 -060B
94-084
Static Uplift Testing
PA 102 & PA 102(A)
Wind Tunnel Testing
PA 108 (Nail -On)
Withdrawal Resistance Testing of
screw vs. smooth shank nails
Static Uplift Testing
PA 101 (Adhesive Set)
Static Uplift Testing
PA 101 (Mortar Set)
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:Dec. 19.2E •
• ••••
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:Dec.1991° •
•• •
Sept. 1993
March, 1994
May 1994
NOA No.: 02- 1205.05
Expiration Date: 12 /16/07
Approval Date: 01/02/03
Page 2 of 7
Test Agency
Redland Technologies
Redland Technologies
Professional Service
Industries, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation
Testing Services
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Test Identifier
P0631 -01
Letter Dated Aug. 1,
1994
224 -47099
25- 7094 -1
25- 7094 -7
25- 7094 -4
Project No. 307025
Test #MDC -76❑
25- 7183 -1
25- 7183 -2
25- 7214 -2
25- 7214 -6
528454 -2 -1
520109 -2
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Test Name/Report
Wind Tunnel Testing
PA 108 (Mortar Set)
Wind Tunnel Testing
PA 108 (Nail -On)
Physical Properties
PA 112
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)
Wind Driven Rain
PA 100
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Direct
Deck)
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Battens)
Static Uplift Testing
PA 102
(1 Quik -Drive Screw, Direct Deck)
(1 Quik -Drive Screw, Battens)
Static Uplift Testing
PA101 • •••
Aerodynamic Multiplier• • •
25 -7183
25 -7094
25 -7496
25 -7584
25- 7804b -8
25 -7804-4 & 5
25- 7848 -6
•..•
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••.
• •
.. ..
•.•..•
• • •
• •
• • •
.. •
Date
July 1994
Aug. 1994
Sept. 1994
Oct. 1994
Oct. 1994
Oct. 1994
Oct. 1994
Feb. 1995
Feb. 1995
March, 1995
Sp. W98
Dec'[ 8
M ?299
March't995
•
February 1996
• • •
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000000
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.••••.
•.e•.
• •
Ap,a1f26
December •
1916
• • •
•••• • • •
• •
Aerodynamic Multipliers April •x999
Evaluation Calculations Two Patty Adhesive Set System
April 1999
NOA No.: 02- 1205.05
Expiration Date: 12/16/07
Approval Date: 01/02/03
Page 3 of 7
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test 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 `A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
4. INSTALLATION
4.1 Monier Lifetile Villa, Roll, and Capri 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
Table 1: Average Weight (W) and Dimensions (1 x w )
Tile Profile
Weight -W (lbf)
Length -1 (ft)
Width -w (ft)
Monier Lifetile Villa and Roll Tile
9.1
1.33
1.08
Monier Lifetile Capri Tile
9.51
1.42
1.03
Table 2: Aerodynamic Multipliers - X (ft3)
Tile
Profile
Tile
X (ft 3)
5 ":12"
X (ft) • •
Profile
Batten Application
Direct teek:Appli;ation
Monier Lifetile Villa, Roll and Capri Tile
0.267
• „Q, 9 ••••••
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Table 3: Restorin• Moments due to Gravi - M. ft-lb ••••• •• '•
Tile
Profile
3 " :12"
4 ":12"
5 ":12"
6 ":12"
• "•1
greater.
EYat2ens
•
abr•
Direet
Mt
Monier Lifetile
Villa, Roll, and
Capri Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direce
Deck.
5.57
6.30
5.48
6.18
5.37
6.05
5.24
5.90 •••.5.09
, 5.7.3 •
•
NOA No.: 02- 1205.05
Expiration Date: 12 /16/07
Approval Date: 01/02/03
Page 4 of 7
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Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Monier Lifetile
Villa, Roll, and
Capri Tile
2 -10d Ring Shank Nails
27.8
37.4
28.8
1 -10d Smooth or Screw
Shank Nail
. 8.8
11.8
4.1
2 -10d Smooth or Screw
Shank Nails
16.4
21.9
7.1
1 #8 Screw
25.8
25.8
22.9
2 #8 Screw
47.1
47.1
49.1
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
43.0 67.5
50.9
1 Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile.
Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf)
for Two Patty Adhesive Set Systems
Resistance Expressed as a Moment - Mfftlbf) •'•.••
c •
for Sin • le Pa Adhesive Set S stems • •
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Monier Lifetile Villa, Roll, and
Capri Tile
Adhesive
26.1'
• •
Polyfoam PolyProT'"
54grams of PolyPro TM'.
2 See manufactures com..nent a • 'royal for installation re. uirements. • •••
4 Large paddy placement of
3 Flexible Products Company TileBond Average weight per patty 11.4 grams. • • • •
Pol oam Product, Inc. Avers • e wet. ht . er . a 8 • rams. ••••
••••••
•
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Table 5A: Attachment
Resistance Expressed as a Moment - Mfftlbf) •'•.••
c •
for Sin • le Pa Adhesive Set S stems • •
Tile
Profile
Tile Application
Mininnui>v4ttachment
i esisfan .4•••'•
Monier Lifetile Villa, Roll,
and Capri Tile
Polyfoam PolyProT'"
• 861 4 ' •' ■
•••45
Polyfoam PolyProT'"
54grams of PolyPro TM'.
' •:•
4 Large paddy placement of
5 Medium paddy placement of 24grams of PolyProTM'.
NOA No.: 02- 1205.05
Expiration Date: 12/16/07
Approval Date: 01/02/03
Page 5 of 7
,= s
Table 5B: Attachment Resistance Expressed as a Moment
for Mortar Set Systems
Tile
Profile
Monier Lifetile Villa, Roll, and
Capri Tile
Tile
Application
Mortar Setr
- Mf (ft -lbf)
Attachment
Resistance
20.60
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 VILLA CONCRETE ROOF TILE
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NOA No.: 02- 1205.05
Expiration Date: 12/16/07
Approval Date: 01/02/03
Page 6 of 7
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MONIER LIFETILE ROLL CONCRETE ROOF TILE
•
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OOOOOO
• • •
• • • •
• • • •
• •• • •
• •
• •
e • •
MONIER LIFETILE CAPRI CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
• •
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NOA No.: 02- 1205.05
Expiration Date: 12/16/07
Approval Date: 01/02/03
Page 7 of 7
05/15/200$ ;12;36
A
MIAMhPADE
BUILDING CODE. COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
(954) 578-1042 Kim Rosengerten
NOTICE OF ACCEP '.ANCE OA)
Polyloam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
OCT ,Nmomrvm
At 31 20N
i METRO- DADEFLAGLEK t3tI1IDINO
1.40 -WEST FLAGLER STREET, SUITE 1603
MIAMI. FLORIDA 33130-1563
(305) 315 -2901 FAX (305) 375 -2908
BY:
PAGE 2/8
IAMI -DADS COUNTY, FLORIDA
SCOPE:
This NOA is being issued under the applicable rules and reg'ulataonns governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code. and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Hiwing
Jurisdiction (ATTJ).
This NOA shall not be valid after the expiration date stated Blow. The BCCO (Lu Miami Dade County) and/or the
A,];IJ (in areas other than Miami lade 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 AEI may immediately revoke, modify, or suspend the use of such product or
material within their jurisdiction. BCCO reserves the right to revoke this acceptance, ifit is determined by BCCO
that dais product or mated i s;: oA requirements of "the applicable building code.
This product is approved ' s c 'l,e d has been designed to comply with the high Velocity namcann
Zone of the Florida Bui, ]i g, ,o e. • i •••• • •
DESCRYP rION; FoJvnras� V I tit • ' ••••
• •
•
RENEWAL of this
change in the applic ib
fter a renewal application has been filed and•tkv• „Iias beelye •;
1y affecting the performance of this product.
•
•
• •
•• • •• •
TERMINATION of this NOA will occur after the expiration date or if there has been a Talker!. change its the
mstenials, use, and/or ma aufacturc of the product or process. Misuse of this NOA as au endorsement of air ••••
product, for sales, advertising or any other purpose shall autotrtatioally terminate thus NO • Paijttrp to cor 1; r' • •
with any section of this NOA shall be cause for termination and removal of NOA. • • •' ••' ' •
•• ••
•
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• •
• •
•
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AIIVERTISFMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed hi 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.e l- 1)521.02 and consists of pages I through 7
The submitted documentation was reviewed by J rge L.
6 'd 9SC ON
'RMIT
APPROVED
ZONING DEPT
BLDG DEPT
iami Shores Village
BY
,xp
Appro
DATE
NO Nv.; 06- 0201.02
al Date: 04 /13/06
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
WdSS:E 9006 'lC '100
05/15/2006 12:36 (954) 578-1042 Klm Rosengarten PAGE 3/6
RoOPfl G ASSEMBLY APP.R.ovAL:
Category: Roofing
Sub Category: Roof tilt adhesive
Materials: Polyurethane
SCOPE:
This approves Polypro® Al1169 as manufactured by Polyitant Products, Inc, as described in. Section 2
of this Notice ofAcceptenc:e. For the locations where the desigo 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 Hat, low, and high
proale roadies system using Polypro,10 AH 160. Where the attachment calculalzms are done as a
moment based system for single patty placement, and as an uplill based system for double patty systems
PRODUCTS MVIANUFA TURED BY APPLICANT:
Product Dimensions Test
Specifications
?oiypro Ali 160 1 /A, TAS 101
Foarnpro® RTP1000 N/A
Prol'ack® 30 & 100 N/A
PRODUCTS MANUFACTURED BY OTHERS:
Product Description
Two component polyurethane foam,
adhesive
Dispensing Equipment
Dispensing Equipment
• •
•• •
•
•••••
••••-
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Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a eurretre illA which •
list morneat resistance valves with the use of Polypro AI3160 roof file adhesive. ••••• • •• • •
•
•••• •• ••
• •
PHYSICAL PROPERTIES:
Pro er
Density
Compressive Strength
Tensile Strength,
Water Absoi tiorr
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM 131621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
1.6 lbs. /.li.'
18 PS1 Parallel to rise
12 PSI Perpendicular to rise
28 PS1 Parallel to rise
0.08 Lbs./;Fta
3.1 Perm /Inch
+0,07% Volume Change (a3. -40° P., 2 weeks
+6,0% Volume Change @158°P',,100%
Humidity, 2 weeks
86%
• •
•• •• •
• • •
•
Results • • ••••••
• • ••••
• • •
•• •
•••-
• • •
•• •
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.
C 'd 9S ON
NOA No.: O6- 0201.02
Expiration ?ate: 05 /10 /11
Approval Date: 04113 /06
Page 2 of 7
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WdS :C 9006 'LE '130
•
05/15/2006 12:35
(954) 576 -1042 Kim Rosengarten PAGE 418
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name /Report Date
Center fox Applied Engineering #94 -060 TAS 101 04/08/94
257818 -d PA TAS 101 12/16/96
25- 7438 -3 SSTD 11-93 10/25/95
25- 7438 -4
25- 7438 -7 SS'1'D 11 -93 11/02/95
2.5 -7492 SSTI)11 -93 12/12/95
Miles Laboratories NB- 589 -631 ASTM. D 1623 02/01/94
Polymers Division.
I't<amtech Laboratories, Inc. 9637 -92 ASTM E 108 04130/93
Southwest Research Institute 01 -6743 -011 ASTM E 108 11 /1 6/94
01- 6739- 062b[1] ASTM E 84 01/16/95
'friDity Engineering 7050.02.96 -1 TAS 114 03/14/96
Cclatex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98
528454-9 -1
528454 -10 -1
520109 -1 TAS 101 12/28/98. •
520109 -2 • .
520109 -3
• • • • •
520109 -6 •
520109 -7 •
520191 -1 TAS 101 ; • •e3/4)2/99 . • .: • •
520109 -2 -1 •••• •• ••
LIMITATIONS:
• •
•
•
.. •. •
• • • • • 1. Fire classification is not part of this acceptance. Referto the Prepared Roof Tile Ash & emb# for � t • • • • • •
•
.•
rating,
.. • .... • • •
• .. •
2. Polypro® AIi160 shall solely be uscd with flat, low, & 1aig1t tilt protles.
3. Minirnutn nndcrinyment shall be in compliance i.vith the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of polypro® A11160 roof the adhesive with
their file assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDY- STICTC roof the adhesive with
their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
iE. W
;2;
MS
tr 'd 9SSE'ON
NOA No.: 06- 0201.02
Rxpiratlon Dsttet 05/10/11
Approval Date; 04 /13/06
Page 3 01'7
WdS :C 900Z 'LC '100
05/15/2006 12:86 (954) 578 -1042 K m Rosengarlen PAGE 5/8
INSTALLATION:
1. Polyprocl: A13160 may be used with any roof tile assembly having a current NOA that lists uplift
resistance values with the use or Pclyproe AFI160.
2. Polypro& AI1160 shall be applied in compliance with the Component Application section Mid the
corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with
the use of Polypro® ,AH160 shall provide sufficient attachment resistance, cxxessed as an uplift
based system, to meet or exceed the uplift resistance determined in compliance with Miarni- ]Dade
Courtly Roofing Application, Standards RAS 127. The adhesive attachment data is noted in the roof
tile assembly NOA
3. Polypro® AHI 60 roof the adhesive and its components Anil be installed in accordance with
Roofing Application Standard R.AS 120, and Polyfaam `Products, Inc. Polypro® ,A.H160 Operating
Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoain
Products, Inc. Polyfoarci Products .Inc. shall supply a list of approved applicators to the authority
having jurisdiction.
S. Calibration of the Foampro® dispensing equipment is required before application of any adhesive,
. The mix ratio between the "A" component and the "13" cot aponent shall be maintained between 1.0-
1.15 (A)_ 1.0 (B). The dispense tiniar shall be set to deliver 0.0175 to 0.15 pounds per tile as
determined at calibration. No other settings shall be approved.
6. Polypro® AH160 shall be applied with Foampro RTFi000 or FroFack10 30 & 100 dispensing
equipment only.
7. Polypro® AH160 shall not be exposed permanently to sunlight. • •
8. Tiles must be adhered is freshly applied adhesive. Tile must be sot within 2 to 3 mianne after •
Polyproe A1T160 has been, dispensed. • • •
•• • •••••9. Polyproe AH160 placement and minimum patty weight shall he in accordance witirti iPlacea e • •
Details' herein. Each generic the pxo kxle requires the specific placement noted herelta■ • • • •
.•
•
• •
•••• • • • •
• M 4949. -:. • - X00 +•0 049.0•
Table 1: Adhesive Placement For Each Generic file Profile • •
Tile Profile
Placement
Detail
Flat, Low, Hi r h Profiles
High Profile (2 Piece
i3 arrcl)
#1
Single Paddy
Weight Min.
.ran s)
35
Flat, Low, High Profiles
#2
•
Tvvo Partly 'Weight ' •
• per pa4'cfy+ Rhin. • •
(gxa ms .l. 4949..
4949.. •
NQhA• •
17 /side on cap and
34 /pan
24
Flat, Low, High Profiles
#3
• • •
N/A •• • •
N/A
8
LABEL tTC:
All Palyprca AH160 containers shall comply with the Standard Conditions listed herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the
installation of this system.
5 d 9SSE'ON
NOA No.: 06- 0201.02
Expiration Date: 05 /10 /11
Approval Data: 04/13/1)6
rage 4 of/
AdSS :E 900Z 'lC '1X0
05/15/2006 12:36
3
(954) 578-1042
Km Rasengadon . PAGE 6/8
ADHESIVE PLACEMENT DETAIL t
SINGLE PATTY
Pe*gielIOathTUa)
Narl through pli$tle renenl
flndertaymenl
Paddy )eenmffi Tile)
Erse Moore
Feedr
Eave mom Doty;
Keep adlmktepprox,
4lanp fomwephobs
Paddy(Bemalhfle)
Q Ram enough adhosivetodchisvgfi o23 Q/6144914'1 l"
square taabsa Ih mugetwith 1h pan tn. atorp Pftchapp s 1luotojh sheik ar+4cdt
2} o 1 n. FUpsidedown,
om WINO pe of coveerr d eh
Then torah thetpt, ,,rte , • •
Underlaytocol
IfrA Peri q
o Rro cove
Palma WMg lir.
Abatta errand Mrrbof
pm11%1room tan and of
pan awl moor dies en
Neel tan Eno.
E4,16 skate Waaphala Paola
(former ehcwo)
NOA No.: 06- 0201.02
Expiration Date: 05/10/i 7
Approval Date; 04/13/06
rage 5 of 7
•
•
•
• •
• •
•
••
• •
• •
9 d 950 ON 9002 'LE 'lDO
05/15/2006 1 2:36
s ti
(954) 576-7042
Nail Trough plasllc tomenl
Kim Rasengarten PAGE 719
ADHESIVE PLACEMENT DETA2
SINGLE PATTY
Paddy {Eenoalh Ttta)
through plastid convent
ldadaymant
PuidygenaalhTle)
tlbderlayment
y tn.
,EaveCeuga
Eava Closuto
•
• •
•
Fascia
Weephote
grAltri
'zp edge
••••
Nall through plus lc moot
Undarlaymont
Paddy (Ranee Tile)
EVE Cluaara
Ede Came
L 'd 9SC'ON
Fareta
•
•••• • •
• • • • •
...• •• ••
• •
•• •• •
•
• • •
• • ••••
• •
• • ••••
• • •
•• • ••••
• • •
•• •
NOA No.: 06- 0201.02
Expiration Doter 05/x0111
Approval Date: 04/13/06
Page 6 of 7
••
•
• •
• •
• •
•
••
• •
• •
Wd9� 900/ 'lC '100
0$/1$/200,6 12:36 (854) 579 -1042 lfim Rosengarten
Hal through plhstie cnin M
ADAM'S% PLACEMENT DETML 3
D0U13LZ PATTY
Paddy
(between bile)
Paddy
(under tile)
Nail through plastic cement
Underlayrnent
PAGE 8/8
Single paddy under tile
Single paddy badman file
2tn x7 in. medium
site paddy ea%a
course only
Single paddy
3 in, under Me
xlln,
Single paddy en
under.
Iaymenl
3 in.x 3 In.
Slagle
paddy an
under.
iaymrnt
Ears course
Single paddy
are top of Ula
Eve
Coarse
Single paddy
on fop of Ilia
8 'd 9558 'ON
Nail through plastic cCCicnt
Silvio paddy
under the
Single paddy
between bile
tin. x 3 In.
Single paddy
on umderlayment
Single paddy
on top of the
Ealw Course
Eva Closure
2 in. x 7In. medium
stxo paddy One cellise only
Fascia
END OF THIS ACCEPTANCE
••
•
•
• . •
•
• •
•••• • • • •
• • • • •
•••• •e ••
• •
• •
• •
•• •• •
•
• .
• • • •
• • ••••
• •
• • •••• • •
• • •
•• • •••• • •
• . • •
•
NOA No.: 115- 0201.02
Expiration pate: 0511Ofii
Approval Date: 04/13/06
Page 7 of 7
Ad9S :8 9006 'LE '130
Miami Shores Village
Building Department
ttittiliSSIWAVAtittir c's-"
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No. (9'2-(071/
Job Name Lou fie -
Date
BUILDING CRITIQUE SHEET
(1iwsi 41 50 5 0bi:4 ir Q C�p e 67 Td-
itz t4 0
Reviewer:
Claudio Grande C.B.O
305-795-2204 Ext 1430