RF-07-1829Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 10/19/2007
Inspector: Grande, Claudio
Owner: PEREZ, MAYDA
Job Address: 620 101 Street NE
Miami Shores, FL 33138-
Project: <NONE>
Contractor: SUNCOAST BUILDERS & ROOFERS
eA,
Block:
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Phone Number (305)754 -0700
Parcel Number 1132060172130
Lot:
Phone: (305)436 -9294
Building Department Comments
RE ROOF TILE ROOF OK COLOR THRU TILE
®C11 "II
Passed
Inspector C mments
,..A.?,
4-61-9A-ch°
Failed_
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid .
until
Thursday, October 18, 2007
Page 2of2
4-1 47A61/117ACMISPS,
ROOF PROBLEM5?
UPLIFT TEST EXPERTS
A -1 CONSULTING ENGINEERS, INC
ROOF STRUCTURES CONSULTING
ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE
IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE
TAS No. 106
SITE SPECIFIC INFORMATION
Owner's Name: Permit #:
Job Address: 4:2/7 /,1 /0/ - /4i'7 ,- /G
Roofing Contractor: e.h �As 7- p 7- 4/7
Type of Tile: 7' Date installed:
Approximate Roof Height: /2i feet Roof Pitch: 5 AZ-
Type of Access to Roof: . . Scaffolds Ladder Other
Approximate Square Footage of Roof: 7 ft 2
Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100
Date Tested: �®//% 7
ZEST LOCATIO
UPUFT PULL TEST
LEST LOCATION
UPUFT PULL TEST
TEST LOCATION
UPLIFT PULL TEST
TEST LOCATION
UPUFT PULL TEST
NEST LOCATION
UPLIFT PULL TEST
TEST LOCATION
UPUFT PULL TEST
1
�!
6
51
76
101
126
2
27
52
77
102
127
3
28
53
78
103
128
4
29
54
79
104
12
5
30
55
80
105
0
6
31
6
81
106
131
7
32
57
82
107
132
8
33
58
83
108
133
9
34
59
84
10
134
10
35
60
85
0
135
11
36
61
86
111
136
12
37
62
8
112
137
13
38
63
88
113
138
39
64
89
114
139
40
65
0
115
140
•
41
66
91
6
141
17
42
67
92
11
142
18
\.
43
68
93
118
143
19
44
69
94
119
144
20
45
0
95
120
145
21
46
71
96
121
6
22
47
72
97
122
147
23
48
73
98
123
148
24
49
74
99
124
149
25
% 0
75
100
125
150
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 108, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUAL TY CONTROL
TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO
DEVIATIONS.
THIS REPORT SUBMITTED $Y: `. !'y✓
Remberto Contrera PE.
P.E. # 21522 /
A -1 CONSULTING NGINEERS, INC.
Lab. Certification 01- 1224 -05
4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550
ENGLISH: Cell (305) 609 -6388 • SPANISH: Cell (305) 498 -9804
� P
A -1 CONSULTING ENGINEERS, INC
ROOF STRUCTURES CONSULTING UP LIFT TEST EXPERTS
Owner's Name:
Job Address:
Roofing Contractor.
Type of Tile:
Permit #:
Ga.0 N E ID( sT iArn e S �n o tZQ
-F«9._
Approximate Roof Height t2
Type of access to Root
Approximate Square Footage of Root
Required Testing Force: 35 Ibs
Date Tested
to 101
feet
Scaffold 014- Ladder.
1, ft 2
Date Installed:
Roof Pitch: 3 - I?"
Other
Number of Tests: is
SKETCH OF ROOF
REVISED 1"0_,
DATE I° I I7 01
4383 S.W. 70th Court ® MIAMI, FL ® 33155
TET FFAX: (305) 740 9550
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 10/10/2007
Inspector: Grande, Claudio
Owner: PEREZ, MAYDA
Job Address: 620 101 Street NE
Miami Shores, FL 33138-
Project: <NONE>
Block:
Contractor: SUNCOAST BUILDERS & ROOFERS
Permit Type: Roof
Inspection Type: Tin Cap
Work Classification: Roof - New
Phone Number (305)754 -0700
Parcel Number 1132060172130
Lot:
Phone: (305)436 -9294
Building Department Comments
RE ROOF TILE ROOF OK COLOR THRU TILE
7
Infraction Passed Comments
TIN CAP SPACEING True
Inspector Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid .
until
Tuesday, October 9, 2007
Page 1 of 2
Miami Shores Village 03)i
Building Department left
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING *triTLJ-
Permit No. AF01 -! gqi9
PERMIT APP{ ICATION 411; Master Permit No.
FBC 2004
Permit Type (circle)
Owner's Name (Fee Simpl
AUG AMCOMEVM1
2 7 M8
BY.._�
Owner's Address
Roofing
P - Pe-– Phone # "or 7,A
A';
City H State
Tenant/Lessee Name
Job Address (where the wo
k is being done)
City Miami Shores Village
FOLIO / PARCEL #
Is Building Historically Designated YES NO
County Miami -Dade
Zip
Contractor's Company Name o CO4S1 d kl K-S Phone #
Contractor's Address 1-7 rr d "L.,-) J 5 5 7
City
Qualifier Name L .. b
State Certificate or Registrat
on No.
d a;,IT3
State 9 II, Zip
\
111cA 111c- Phone #
C- C i y 1 ,“, ^ Certificate of Competency No.
Architect/Engineer's Name if applicable)
Value of Work For this Permit $
Type of Work: ['Addition ❑Alteration
Describe Work: 121 9 (a
❑New
Phone #
inear Footage Of Work:
❑ R pair/Replace ❑ Demolition
Submittal Fee $ Permit Fee $
Notary $ T aining/Education Fee $ 1 - ZO
Scanning $ a. D®
Bond $
Structural Review. $
Radon $
DPBR $
CCF $ 3- GO CO /CC
Technology Fee $ L '2 5
Code Enforcement $ Double Fee $
•
Zoning $
Total Fee Now Due $ 270. OS
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 perm it ac that all work we bik 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 AleVIDAVIT: 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 L.
Owner or Agent Q,
The foregoing instrument was acknowledged before me this 2 (/
day of
who is
*, , 20 OO by "4/011/V /27k
erson•ly known to mewho has produced
As ide . i . cation and who did take an oath.
NOTARY PUBLIC:
Sign:
Print
.60 P4 tee, DANIEL P. DOWER
Q MY COMMISSION # 00463852
*OF 10 EXPIRES: Aug. 21,2009
(407) 398-0153 Florida Noleuy Seavicaccm
My Commission Expires:
Signa - e
ontractor
The foregoing instrument was acknowledged before me this 2 te
day of % 20 o', by ,Z,l.ita J 0 ,
who' :1
>:, * * **** * *** * * * ** * * * *** ** *,** * *** * * * * *> *.* * ** * * * * * * * * * ** **
APPLICATION APPROVED BY:
(Revised 02/08/06)
own to m
as ide
NOTARY PUB
Sign:
r who has produced
+ • w o • i • tak �r�, th.
cot pz, DANIEL pt Wet
MY COMMISSION # 00463852
9 EXPIRES: Aug. 21, 2009
(407) 398.0153 Florida Notary Service•cOm
Print: hev/&2 ipai /'
My Commission Expires: U .-2,1
*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Plans Examiner
Engineer
Zoning
testa
MOM
MINN
MINN
Warn
MIN
MUM
taw
Min
This Instrument Prepared By:
Name�L I s 21 51
y rr
Address
.^'1- c-rt!•1e f=L ; .502.3
Permit No. "° t nel
G NOTICE OF COMMENCEMENT
STATE OF , LO
COUNTY OF .
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
Tax Folio No.
1. Description of property: (legal description of property, and street address if available)
11�1 v ,vt, late j /pm offs 12-006
2. General description of improvement:
go or ,2e(m /ft rLmer !�
3. Owner information Aim v at v ` s . L
a. Name and address: to at.) / N 101
b. Interest in property: ty,,v yet. {•t
c. Name and address of fee simple titleholder (if other than owner):
nay m I h v c erS 1 L 3 4 f
4. Contractor: U ('oQ u t I d e t%-S
a. Name and address: ( r) � 1 S W Z I
b. Phone number. �� � �� � t-5 1
5. Surety
a. Name and address:
b. Amount of bond $
c. Phone number.
6. Lender
a. Name and address:
b. Phone number.
6R4,0 t -erS
PA; 1--,(14.4- Q Z 3 3 c? 3
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:
a. Name and address:
b. Phone number:
•
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section
713.13(1)(b), Florida Statutes:
® Ygy a. Name and address:
A b. Phone number.
a Ai
rr
3. a 0
3 D
tu a — 0
0
0
n �
R
D
e
9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is
specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signature of Owner or Owner's • uthorized Officer /Director
Partner /Manager
Signatory's Title /Office
The foregoing instrument was acknowledged before me this 29, day of
Z so— (name of person) as
auth • ' ...e.g. d' r trus a =, attome in fact for
behalf of whom ins ent as executed).
1%, DANIEL P. DOWER
MY COMMISSION # 1)046385°
i 1> 4 7 ExrikEs::,ug. ?1, 2009 Sig . a ure of Notary Public — State of Florida
< r Pri t, Type, or Stamp Commissioned Name of Notary Public
i Lvi17) 35:1, -09.53 FIou1u Noi+ry 5'evica.uom
mission Number
year) by ,2
(type of
(name of party on
or Produced Identification
Verification Pursuant to Section 92.525. Florida Statutes
Under per;aities of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my
knowledge and belief.
Signature of Natural Person Signing Above
• •••
•• • • •
• • •
• •
• • •
• ••• •
• •
• • • •
• • ••
• • •
• ••
•
••••
• •
••
Mittyetoci%Hurricane Zone Uniform Roofing Permit Application
• • • •
•
• •••
• Master PermIHNo. •••
•• • -..• t • • •
• • • • • •
• • • • •
• • • • •
Section A (General Information)
Process No.
• • •CenVIctor s Mame!. Job Address:
Svc �as�'f
• • •
•.. •• ;u° (A<cS 000c -ecS.
Roof Category
•
.Low•Stopg • • • • • • _ Mechanically Fastened Tile
_Asphaltic Shingles —Metal Panel /Shingles
_.Prescriptive 8UR•RAS 150 ._ Other. ,.
t Are th Gas .Vent Slacks located on lhe roof?
� R "'��Ype
New t.uui
Re-Roofing �n'�, wring Repair Maintenance
;Yes _No If yes, what type? _Natural LPGX �Lf �;-r
incIuid n ��rl of -6oF
N °V ' n ecr"�ttf
;1 fl IL...h. t all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions
��f r�r`d levels, clean • Identify dimensions of elevated pressure zones and location of parapets.
#: (/ r Idth Corner Size (a' a a'):
Miami .Shores
1'
iV€ 1til Si
® 3i38
17.
/Adhesive Set Tile
=Wood Shingles /Shakes
PERMIT #
Roof.System Information
Steep Sloped area (R.') 43 (9.25 Total (ft.)
Section B (Roof Plan),
APPROVED
ZONING DEPT
BLDG DEPT
BY I ■ =1■■ ■■III;II 111111
Air11 11111111I1 r 111
- $1111hati01_�
MAIRME LIII . ■ MIC\■■■ ■ ■I®11�
■�■■■I►i■ Ili ■VII ''�■ I� ,
E MAIIIII'IV 111h,11I1
1I111111.101iIII1i1P Mri1 i-
J111111111 1111MI 11►1ii11ll
- �� I EVE: 11111111111�� t
II lomp 1, i rk AI
011111111111111111111111
MINN III IIIII•I•lmmotaowl■0l■...v A ■�11 $ it �fl�l, i
1S1 '1111 111111 11 �I' I !' _
■11 ��4l1111•11®1E�t�11�1'��'CIJm `w 111iLM•hll .i
1�11111111�1G111�1A111�1•�i7� '���.
■�■■■■■■NIl•■■.■■tC�7:�� Ei 1 —
Rau' _ r
t
SUBJECT TO COMPLIANC
STATE AND COUNTY RULES ANC
n
'e Con•d -' loo
Parrrt Of Rn
t r
AUG ,MM@MINFR
La 3.0 zooa
BY:
■
High Velocity Hurricane Zone Uniform Roofing Permit Applicati
Master Permit No.
Section A (General Information)
Process No.
Contractor's Nama:.S tJ>7 C®�S1
Job Adtlress:
ui ,4oFQrs
Roof Category
Low Slope _Mechanically Fastened Tile
__Asphaltic Shingles _..Metal Panel /Shingles
_Prescriptive BUR•RAS 150 �Olfter:
'Mortar /Adhesive Set Tile
--Wood Shingles /Shakes
•i••
•
• •
•••• •
• • • • •• • •
Roo Type •' • • • •
•••••• •
.,w
New i. Re-Roofing Z.Recovering Repair Repair M..i.., -_ - -- • _ • ••••••
• •
• •
••••
Are there Gas. Vent Stacks located on the roof? 'Yes No If yes, what type? t�!i f __LPGX ' '
••••••
Roof.System Information •••.•• ••• "• ••••••
•
•i• C
s '
Low slope roof area (fl.iy'. Steep Sloped area (ft.') S Total (ft.'i • 7. ) 0..
• • ••••••
101 �I .6- 1•168 ''Ivc -tv Lih�C •
Section B Roof Plan), ••• J , ••• •
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dlmenslons
of 'sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. t1'1 ` 11
Perimeter Width (at Corner Size (a' x a'): - ■ A)
(
1
nib
6._
2.
PER IT #: r:F00- 1- 11520\
Miami Shores Vi;i =ge
APPROVED BY
DATE
ZONING DEPT .
BLDG DEPT
SUBJECT TO COMPLIANCE WITH-ALL FEDER^.L
STATE AND COUNTY RULES AND PEG L''_
5
0
0
2
HIGH-VELOCITY HURRICANE ZONES
Florida .Building Code Edition 2004
HisihValocAy Hurricane Zone tiriiform.Pwmit,ApplkatioriForm..
Section D- (:Seep: Sloped Roof System)
Roof System Manufacturer:
k. L c-,
Product Approval Number: 2- , : , f ,, .,,,
Mirtimum Design Wind Pressures, if Applicable (Front RAS 127 or Calculations):
P1/'L. P2=i.-354...r. P3.1 '
Maximum Design Pressure
Product Approval Specific System: Li. 4,
Method of tile attaChtnent:
Roof Slope:
r.0 :
$teop SJopad Roof System Des0Titiop
Deck Type:
ype Llnderlaym
Insulation:
Ffre Etarrier
Ridge Ventilation?
/
y
Fastener Type &:Spacing:
Mean Roof Height: l
Ad he:sive-Type;
Cf"; SVct
•ype Cap Sheet:
Ropt Cpyering:
Type & Size Drip
Oge:
e.
HIGH-VELOCITY HURRICANE ZONES
Florida Building. Cods-Edttloo 2Q04
Hlph VoloOtyl-fureicano:ZonsUnliinuPerrailtippilcatiori Form.
Section E (The Calculations)
For Moinent based:tile systems, choose either Method 1 or 2, Compared the:values
for Mrwith The values' front M. If the Mr values are greater titan or-equal to their
values; for eaCh.areas oftherroofithen the tileuttachtnent method is:acceptable.
Method 1 "Moment Based Tile CalguindongSer RAS 121"
Sk
)- M; e t•,,,,,7•4 Product Approval ivir 4 (.9
x2,0„ )- M,;, t2 Product Approval M,
•X ; (* ;i)— Ms: fi*, e.„„; =.1%.3 lb 4 tr• Product Approval NI, Lfci.
,
■
Methoa VSiropii.fiet Tile-Ca tau la thattler TableBel-le
Aqui:redMonaca ofResistanee (M,) From Table elow Product Approval M,
DO.Sortption
SY111101
Mr 7 * * , rodAlcona, Re • . .
EN A5 Allitiffhlv/10.41-111WAr Sie j°Z./.4°'
36.5 38.2 39:7
. . .. . . . _
42-2
Mentr•Rodffitight
.
:1Sire
•RosafSlope
3 AII
1
35 No i
.
iiirAll■T ravallriva7 lilt" ilr
.
fali 7-lbe Ai j " . " . 1r /fir)
;4
. 9
Attila mot Resin:nice.
..slii„
.1v.1 •
•
•:12 • 24.4
2E9
271 1E2
'3E0
4
. •..4ininloro. Artschment Itesisuluct
*Must bt used in conjunction with. u- lig laftooment based filt.systeurvett • olw,,1 * -.'.- *• `
dimilitomard Count*/ Board alkalies and AMie313.
For thItift based the systems useldethod coorpared-thervalttes4or F with4he
values forFr.,ir the:Ng values sregregter.thansor..equalfto. the Frvatrtes, for euth
area of therooft:thert the:tileattaelunentlatthot1 ie.-Acceptable.
MethOd...3.'"Upliff1lasedTilt Caltuhttiotts:Pzi R
)—W c.os Product Approval F.
.:(P2 CoS ft: ..,=1 Fr2; Product Approval F
.(P3.4 Akt- — ens Product Approval F.
13/Itere.16;Cibtakt...Itiforittititor
DO.Sortption
SY111101
Whereto find
lesigalltosseure: •
P.1 vr la arta
9A3'117 table,bsciillattalglaieerlogantlyiis proarvIllyrli (laed otiASCE
7
Mentr•Rodffitight
H
:1Sire
•RosafSlope
9,-
,..fir1i:Slte
,..
•AeredriaroluMuliiplier.
•
7..
•
• Product Approval
...Product Approval .
ilcsrpriog:klomeriEdattogInivity-
Attila mot Resin:nice.
..slii„
.1v.1 •
•
• • Product Approval
legillmi Morifent ketisttoet
•
IA
, Calculated
. •..4ininloro. Artschment Itesisuluct
..
F
Product Approval . .
AequirtclUtitill.Rojsbuirle
Fr
• :Calculated .
AveroOlile'Voigh I
W
•
• Product Approval
Product Approval
Tiforlimensions
- .
.
- .14 length
vP,VVItIth
.
411.;41114)1tio.P4..toug be-aulinriuddro lie'llefililiog.Orti.lafttsheti*OrperriiittrfpOlipalion..
FLORIDA BUILDING CODE — RESIDENTIAL
44.23
MIA I®
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
ir-TEEV11771
Le AUG 2 72001'
BY. Mg so -_1.11---
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 gov
The documentation submitted has been reviewed by Miami -Dade County
by the Board of Rules and Appeals (BORA) to be used in Miami. Dade
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The t'unty P 'uct 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. rresei .tkit right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that thisgpr ®duct or •
•
•
material fails to meet the requirements of the applicable building code. • • • •
ction materi als.
ion and accepted
e allowed by
• •
•
This product is approved as described herein, and has been designed to comply with the 1Piri.Velociydittrricane-
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, : ity, state :and •
•
following statement: "Miami -Dade County Product Control Approved ", unless otherwise het11 herein., • •
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of pages 1 through 6.
The submitted documentation was reviewed by Frank Zuloaga, RRC
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:
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
Iocations 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 Test
Applicant Dimensions Specifications
Monier Lifetile
Atlantis Shake and
Slate Tile
Trim Pieces
1 =15"
w = 10 3 /8"
1 ''A" thick
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
PA 112
Test Identifier
7161 -03
Appendix III
94 -060A
94 -084
25- 7094 -2
25- 7094 -8
25- 7094 -5
Product
Description
••••
• • •
Flat, interlocking, high pre��rtreeextrude�m'
concrete shake and slate .* equippel3• •
with two nail holes. For dirtatideck, mortar
or adhesive set applications • • • • • •
Accessory trim, concrete reef pieces for use.
at hips, rakes, ridges and %ley jerminatieus.•
Manufactured for each tite'pmfile.
• • •
• •
• .
• • •
•• •
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,
Recovcr/Reroof)
•• •
••••
• •
•..•
••• •
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 Test Identifier
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.
25- 7183 -6
25- 7183 -5
25- 7214 -1
25- 7214 -5
7161 -03
Appendix II
Letter Dated Aug. 1, 1994
P0631 -01
P0402
Project No. 307025
Test #MDC -77
224 -47099
520109 -1
520111 -4
520191 -1
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Calculations
Test Name/Report
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Direct
Deck)
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Battens)
Static Uplift Testing
PAlQ2
(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 Testi!ag..
of screw vs. smooth shanknnirs.•
Wind Driven Rain ••••••
PA 100
Date
Feb. 1995
Feb. 1995
March, 1995
•
••••
Physical Properties • •
PA 112 •• "
Static Uplift Testing •
PA 101 • March 1 ??9
• • •
•• • •
Aerodynamic Multiplier March 194
March, 1995
Dec. 1991
Aug. 1994
Iuly.P 14'.
Sept! 1 593 •
Oct.1994
• • •
• ••
Sept, •19,x.
•• •
Dec. 108
Moment of Gravity
25 -7094
25 -7496
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
25 -7183
Aerodynamic Multipliers
Two Patty Adhesive Set System
Sept. 1999
February 1996
April 1996
December
1996
March 1995
April 1999
April 1999
NOA No.: 02- 1211.08
Expiration Date: 12/16/07
Approval Date: 01/09/03
Page 3 of 6
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.
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
• •
• •
•• •
•
•
•• •
• • •
•• •
Table 1: Average Weight (W) and Dimensions (I x w) •••• • • •
• . • • . •-•
••••
Tile Profile
Weight -W (Ibf)
Length -I (ft)
• •INaidth -w (ft) ,
• • • • .
• •• ., •
Monier Lifetile Atlantis Shake &
Slate Tile
8.5
1.25
•0.865 •
•
• • • • •
• •
..
• • •
•
••••
••• •
Table 2: Aerodynamic Multipliers - X (ft3) • •
Tile
Profile
X (ft3)
Direct Deck Application
Monier Lifetile Atlantis Shake & Slate Tile
0.24
Table 3: Restoring Moments due to Gravity - Mg (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
NOA No.: 02- 1211.08
Expiration Date: 12/16/07
Approval Date: 01/09/03
Page 4 of 6
cg
Table 4: Attachment Resistance Expressed as a Moment - M1 (ft -Ibf)
for Nall-On Systems
Mf (ft!M) • • • •
• • . • • • • •
Minimpjttachmenp
Redl:idtance ....
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
• 3,3' •••••4
•
2 See manufactures component approval for installation requirements. • • • ••• •
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' j 50.3 65.5
• •
•
48.3. •
1 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile.
".. •. •
•
•. .
Table 5: Attachment Resistance Expressed as a Moment
for Two Pa Adhesive Set S stems
Mf (ft!M) • • • •
• • . • • • • •
Minimpjttachmenp
Redl:idtance ....
Tile Profile
Tile Application
Monier Lifetile Atlantis Shake & Slate Tile
Adhesive
• 3,3' •••••4
•
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 - Mf (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Resistance
Monier Lifetile Atlantis Shake & Slate Tile
PolyProTM'
118.9"
PolyProTM'
40.4b
4 Large paddy placement of 45 grams of PolyProTM'.
5 Medium paddy placement of 24 grams of PolyProTM.
Table 5B: Attachment Resistance Expressed as a Moment - Mr (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 ilnpi int 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
r,.
1 lie"
••••
• •
• • ••••
• • •
•• • •• •
• • •
•• •
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 6 of 6
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 roofimg 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.
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. 1Z. 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. V' 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. CS7 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. '3 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 buildup of water. Perimeter /edge wall or other roof
extension may block this discharge if overflow scuppers (wall outlets) are not provided. It
may be necessary to install overflow scuppers in accordance with the requirements of
Sections R4402, R4403 and R4413.
7. 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 beneficial to consider additional
venting which can result in extending the service life of e roof.
gent' s Signature Date Contractor St nature' " Date
MIA M IDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
r�U6 2 7 21101
BY: ----- ---------
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375-2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the
The documentation submitted has been reviewed by the BCCO and accepted by t
Review Committee to be used in Miami Dade County and other areas where allo
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the
AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality
assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturrc•wtlt incur
the expense of such testing and the AHJ may immediately revoke, modify, or suspend tit u.Vpf such ptdduct or
material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it ii determinedb'y.BCCO •
that this product or material fails to meet the requirements of the applicable building code. •
This product is approved as described herein, and has been designed to comply with the Hig i" eloeity lalwrihane
Zone of the Florida Building Code. •••• • • •
•
DESCRIPTION: Polypro® AH160
• •
.. ..
• •
• • •
.. •
•
RENEWAL of this NOA shall be considered after a renewal application has been filed arifi there has bcii Slb.
change in the applicable building code negatively affecting the performance of this product. .'. "" •
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7
The submitted documentation was reviewed by JRrge L. Acebo.
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 1 of 7
•
•
•
•
•
•
•
•
•
•
ROOFING ASSEMBLY APPROVAL:
Category:
Sub Category:
Materials:
Roofing
Roof tile adhesive
Polyurethane
SCOPE:
This approves Polypro® 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
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test
Specifications
Polypro ►s AH160 N/A TAS 101
Foampro® RTF1000
ProPack® 30 & 100
N/A
N/A
Product Description
Two component polyurethane foam"
adhesive • • • •
.. •
Dispensing Equipment,
Dispensing Equipment
•
• .
• • •
• ..
•
• •
• • •
• • ••
PRODUCTS MANUFACTURED BY OTHERS: ' • • •
• • •
•• •• •• •
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a cu rrirtt•1' OA which •
list moment resistance values with the use of Polypro AH160 roof tile adhesive. ••••
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
• •
• • •
.. •
Results
....
.•. •
• •
1.6 lbs. /ft.'
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft2
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100%
Humidity, 2 weeks
86%
Note: The physical properties listed above are presented as typical average values as determined
by accepted ASTM test methods and are subject to normal manufacturing variation.
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 2 of 7
EVIDENCE SUBMITTED:
Test Agency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
LIMITATIONS:
1.
Test Identifier
#94 -06(1
257818 -1 PA
25- 7438 -3
25- 7438 -4
25- 7438 -7
25 -7492
NB- 589 -631
9637 -92
01- 6743 -011
01- 6739- 062b[1]
7050.02.96 -1
528454 -2 -1
528454 -9 -1
528454-10-1
520109 -1
520109 -2
520109 -3
520109 -6
520109 -7
520191 -1
520109 -2 -1
Test Name /Report
TAS 101
TAS 101
SSTD 11 -93
SSTD 11 -93
SSTD 11 -93
ASTM D 1623
ASTM E 108
ASTM E 108
ASTM E 84
TAS 114
TAS 101
Date
04/08/94
12/16/96
10/25/95
11/02/95
12/I2/95
02/01/94
04/30/93
11/16/94
01/16/95
03/14/96
.42/23/98••••
•
•• • •• •
• • •
•• •
•
TAS 101 '6..12/28/98
•••• •• •
• • • • •
•••• • • ••
TAS 101
• •
•• ••
•• •
• • •
•• •
•
•03/02/99. • • •
• •
• ••••
• •
.• •
•.• •
••
Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire
rating.
2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
F
2
F=
MS
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 3 of 7
INSTALLATION:
1. Polypro® A11160 may be used with any roof tile assembly having a current NOA that lists uplift
resistance values with the use of Polypro e A11160.
2. Polypro® A11160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with
the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift
based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade
County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof
tile assembly NOA
3. Polypro® AHI 60 roof tile adhesive and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® A11160 Operating
Instruction and Maintenance Booklet.
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.
5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-
1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as ....
determined at calibration. No other settings shall be approved. • •
• ••••
•
6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 10$ dlspeflsing • • • • • • •
•
•
••
•
•
7. Polypro® A11160 shall not be exposed permanently to sunlight. •
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 niitfife.after :'. '. • •
Polypro® AH160 has been dispensed. "" • •
9. Polypro® AH160 placement and minimum patty wcight shall be in accordance with the 4'Iacensent• • •
Details' herein. Each generic tile profile requires the specific placement noted heren... • • • •
•
equipment only.
• • •
Table 1: Adhesive Placement For Each Generic Tile Profile. •• •
• • •
Tile Profile
Placement
Detail
Single Paddy
Weight Min.
(grams)
Two Paddy Weight
per paddy Min.
(grams)
Flat, Low, High Profiles
#1
35
N/A
High Profile (2 Piece
Barrel)
#1
17 /side on cap and
34 /pan
24
N/A
N/A
Flat, Low, High Profiles
#2
Fiat, Low, High Profiles
#3
8
LABELING:
All Polypro® A1-1160 containers shall comply with the Standard Conditions listed hcrein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building codc in order to properly evaluate the
installation of this system.
•••
•
... •
• • • •
.•
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 4 of 7
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
1► Place enough unlash* to achieve 11 to 23 U 81 '�P� •
square lathes m coaled vats lie pan hie o�P appntat na t tip 1424 •• •
2)
Tel in. From Turn covers opstd down. Place adhesive 1121` /
Then install the tie.
de edge of cover file.
r
Underlayment
1
•
•
•• •
• • •
• ••
•
••
Remov
top pother)
of the eave
Canso cover tat
AGeI to second asst of
pan ties. Ensure eave end
pan and tour files are d
gush at owe Tine.
Eava Closure
(marlor shown)
Wacphofe FasclaB
••
SheaNing
Waal
Poid.t Mortar
cm larigiludinal
edges of Ms
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 5of7
•
•
•
• •
• •
•.•••
• •
•
•
•
•
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
•
•
•
•
• •
• •
•
•
• • • •
• ••••
• •
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NOA No.; 06- 0201.02
Expiration Date: 05 /10 /11
Approval Date: 04/13/06
Page 6of7
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nail through plastic cement
Paddy
(between tile)
Paddy
(under Ole)
Single paddy
t. 3 in, under tile
x3m.
Single paddy en
under -
layment
Single paddy
on top of tile
Eave
2fn. X7 in. medwm
size paddy eave
Fascia course only
Nail through plastic cement
Nail through plastic cameo
Underlayment
Single paddy under tile
Single paddy between tile
2 in. x 7 In. medium
size paddy eave
course oniy
-. in. x 31n.
/ 4 in.
Single
paddy on
under -
layment
Single paddy
on top of tile
Eave
Fascia
• Weepbele
fate/owe
• • :rip edge
• • • •
Single paddy
between We
in. x3in.
Single paddy
on underlayment
Single paddy
on top of tile
Eave Closure
illrIPP 21,x7la.medium
she paddy eave course only
Fascia
Eave Course
END OF THIS ACCEPTANCE
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NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 7of7
Miami Shores Village
Building Department
1:0050 N. 2iid Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No.
Job Name
D ate
BUILDING CRITIQUE SHEET
l'hosieD
62- agq
7646-
litto
7 lT
C2P
17)kt) r-VO /24 Reiget / 7/
is -7-"A 4 A) Zcq(-1 47 /
a I 7 iLe i2eq-- A
Reviewer:
Claudio Grande C.B.O
305- 795 -2204 East 1430
P4e,e4
sizierui /4
Ay S 4,
Miami Shores Village
Building Department
WHO N.E:2ttd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No.
Job Name
Date
BUILDING CRITIQUE SHEET
e
70 7.x-6 sr -rA? e
(44/ LOA L'cA
goLle. ..r
Reviewer:
Claudio Grande C.B.O
305 - 795 -2204 Ext 1430