RF-08-1606Inspection Date: 10/16/2008
Inspector: Rodriguez, Jorge
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Owner: SMITH, MARY & MARK
Job Address: 466 102 Street NE
Miami Shores, FL 33138 -2453
Project: <NONE>
Contractor: EARL W JOHNSTON ROOFING, INC.
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Block:
hone Number (305)751 -2898
Parcel Number 1132060170560
Lot:
Phone: 954 - 989 -7794
Building Department Comments
TILE ROOF ESTATE S TILE COLOR THRU
Passed 1/4a
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 93740. CC
fD(tc,,,=?O?
° .
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid .
until
Thursday, October 16, 2008
Page 1 of 2
Reileh Engineering Corp.
(Consulting Engineer)
P.O. Box 22011
Hialeah, Florida 33002
Tel : 305-823-8008
Fax:305- 823 -3300
October 7, 2008
Earl W. Johnston Roofing, Inc.
5721 Dewey Street
Hollywood, Florida
Project:
Dear Sirs;
ROOF TILE UPLIFT TEST REPORT
Residential Home
466 Northeast 102 Street
Miami Shores, Florida
Information provided by client:
Permit Number: RF -8 -08 -1606
Date Completion: October 2, 2008
Roofing Contractor: Earl W. Johnston Roofing, Inc.
Project Number: 08 -1665
(Testing Laboratory Certificate #06- 0501.15)
In accordance with your request and authorization, a representative of Reileh Engineering Corporation
completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general
accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification
ofthe bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof
systems.
The total of the tested roof surface area was less than 10000 square feet, and the mean height ofthe roof
is less than 40 feet above ground surface. The type of the used for this project was reported to be Entegra
Roof Tile. This tile was reported to have been foamed in place.
At the time of our inspection, the entire area ofthe roof was examined for loose tiles. Not less than one
,(1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter
and corner areas were physically examined. A minimum of one (1) test per every two (2) squares in the
field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted.
Based on our test results, we conclude that the installation ofthe rooftile at the above referencedproject
meets the test requirement outlined in the above - mentioned protocol. Attached please find a copy of our
test report for your review.
Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have
any questions or if we may be of further assistance, please do not hesitate to contact the undersigned.
Respectfully submitted;
Reileh Engineering Corporation
Mohamad Sonny Salleh, P.E.49014
Project Manager
TILE UPLIFT TEST
Residential Home
466 Northeast 102 Street
Miami Shores, Florida
Reileh Engineering Corporation -- Project Number - 08 -1665 — Page 2 of 5
Report of
TILE UPLIFT TEST
for
Residential Home
466 Northeast 102 Street
Miami Shores, Florida
Project Number: 08 -1665
Test Number
Test Load (Ibf)
Test Status
1
35
Pass
2
35
Pass
3
35
Pass
4
35
Pass
5
35
Pass
6
35
Pass
7
35
Pass
8
35
Pass
9
35
Pass
10
35
Pass
11
35
Pass
12
35
Pass
13
35
Pass
14
35
Pass
15
35
Pass
16
35
Pass
17
35
Pass
18
35
Pass
19
35
Pass
20
35
Pass
21
35
Pass
22
35
Pass
23
35
Pass
Reileh Engineering Corporation -- Project Number - 08 -1665 — Page 3 of 5
Test Number
Test Load (lbf)
Test Status
24
35
Pass
25
35
Pass
26
35
Pass
27
35
Pass
28
35
Pass
29
35
Pass
30
35
Pass
31
35
Pass
32
35
Pass
33
35
Pass
34
35
Pass
35
35
Pass
36
35
Pass
37
35
Pass
38
35
Pass
39
35
Pass
40
35
Pass
41
35
Pass
42
35
Pass
43
35
Pass
44
35
Pass
45
35
Pass
46
35
Pass
47
35
Pass
48
35
Pass
49
35
Pass
50
35
Pass
51
35
Pass
Reileh Engineering Corporation -- Project Number - 08 -1665 — Page 4 of 5
Test Number
Test Load (ibi)
Test Status
52
35
Pass
53
35
Pass
54
35
Pass
55
35
Pass
56
35
Pass
57
35
Pass
58
35
Pass
59
35
Pass
60
35
Pass
61
35
Pass
62
35
Pass
63
35
Pass
64
35
Pass
65
35
Pass
66
35
Pass
Reileh Engineering Corporation -- Project Number - 08 -1665 — Page 5 of 5
49'
62'
12
27
25
96
55
57 95
98
20
59
19
60
96
61
69
62
29
24
52
54
59
51
11
10
9
8
49
50
7
48
41
92
46
45
MIII
44
41
1F
40
28
19
14
59
91
98
65
64
66
90
08 -166 5
APPPDX. POOP ¶ 51" ILOCA11ON5 ANP t7IM N510N5
0046 9)4N1
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305)795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATIO
FBC 2004
Permit Type (circle): Building
Owner's Name (Fee Simple Titleholder)
AMERCED
AUGe 02008
�►n ftvty s mm-
Owner's Address 4(o(0 () 2 5TPPFJ
City A state f■
Tenant/Lessee Name h
Permit No. lf 0 T-16 o
Master Permit No.
Phone #
3M-1S - 29X
Job Address (where the work is being done)
City Miami Shores Village
Zip .368
Phone #
Lf \9to t (02 Strrek
County Miami -Dade
FOLIO / PARCEL # 11- 3 2 O -- 15 1-7- 0510 6
Zip 33(
Is Building Historically Designated YES NO
Contractor's Company Name T r n 4 , . , W 3 1 5 3b 12-00Ft li& M ' Phone # .i cL --c189
Contractor's Address 10e010-1
City W .110M0 State
Qualifier Name \- lei o (tis 3'h N)
State Certificate or Registration No. (,C -1 (313
Zip 33DZ3
Phone # q C11
Certificate of Competency No.
I
9-110
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $
Type of Work: ❑Addition DAlteration ['New
Describe Work: R -e5faCAI' f i. L 41 J t-t,VOCF-
/ Linear Footage Of Work: 91100
Repair/Replace D Demolition
*** ***** * *** *** ***** * * ** *** **** *** *****Fees ****** **. ** * ** * * * * * ** ** ** * * * * * ** **** x ******
Permit Fee $ 70() �-� CCF $ ` CO /CC
Notary $ Training/Education Fee $ k 0 Technology Fee $ 1 70
Scanning $_ ( L (O Radon $ DPBR $ Zoning $
Submittal Fee $
Bond $ Code Enforcement $
Double Fee $
Structural Review. $ Total Fee Now Due $
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.
Signature) t Signature
Owner or Agent
The foregoing instrument was acknowledged before me this
day of 'u6- , 20 06 , by M M- S.vyt171 -( ,
who is personally known to me or who has produced
As identificatioi ` (4.who diettelirmoth.
NOTARY PUBLIC• ,. c_3 * MY COMMISSION # DD 788767
��:a11'>' EXPIRES: June 22, 2012
.. � Pry °e
9>F�o�� BondedThru Budget Notary Services
Sign:
Print: a
My Commission Ex r' es: (11."
***************************** * * * * * * * ** * * * * * * * * * * * * * * * * * * * * **
Contractor
The foregoing instrument was acknowledged before me this 2g
day of AIl- , 200g , by Q t�� (- prart,14 .
who is personally known to me ias prod g l"i7t�t�i ed
c A flOMEO
as identifica y; 4,NAMEISSERIODAIDE
EXPIRES: June 22, 2012
44,,,oesO Bonded TMu Budget Notary Sento
• ..
APPLICATION APPROVED BY:
(Revised 07/10/07)
NOTARY PUBLIC:
Sign:
Print:
My Commission Exp es:
•
`a h
Plans Examiner
Engineer
Zoning
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO.R C OT--140L TAX FOLIO NO. 11 -32 te° 0I7 - 03Co0
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.
Pre (X(re f y A(,�,C kDvi-`Q -(Q
1. Legal description of property and street/address: A-Mb
0 rM
2. Description of improvement:
111111111111111111111111111111111111111111111
CF 14 2008R0708153
OR BI: 26545 Ps 2769i (fps)
RECORDED 08/29 /2008 13:21:11
HARVEY RUV'IWP CLERK OF COURT
IMIAIII -DADE COIJHTYr FLORIDA
LAST F'AGE
recording office
3. Owner(s) name and address:
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name, address and phone number: .EARL l,U. 3brii ! Cn) R.00O -I nl G-4 INC ct5g - 0189
5. Surety: (Payment bond required by owner from contractor, if any)
Name, address and phone number:
Amount of bond $
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida Statutes,
Name, address and phone number:
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, address and phone number:
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)
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.
Sign a s) of Ow r) o wner(s ' horized Officer /Director/Partner /Manager
By � I� By
Print Name / i V v V I Print Name
Title /Office OW '. Title /Office
STATE OF FLORIDA
COUNT( OF MIAMI -DADE
The foregoing instrument was acknowledged before me this 2$ �
day of CLJLST
By tii'.. "'`al m- Svh
ndividually, or ❑ as for
❑ Personally known, or ❑ produced the following type of identific.tio
Signature of Notary Public:
Print Name:
(SEAL)
. 200
VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES
Under penalties 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.
Sign.ture(s) of Ow. =r(s) or
By l/
123.01 -52 PAGE 3 1
MEGA ROMEO
>f =z_�' MYCOC MIS$0l #DD 788767
0). nu EXPIRES: June 22, 2012
440001V-
'aped BandedTha;',Apo Notary Semites
w ier(s)'s Authorized Officer /Director /Partner /Manager who signed above:
•
By
STAY . FLORIDA, COUNTY OF DADE
t RE9Y ERTIFY that this rs a true
drn this of on
C,• >fthe
day of
D20d�
al.
d Coun Courts
D.C.
• • ••• • • • •••
• • • • • • • • • • • • • •
• • • • • • • • • • • • • • • • •
• • • • • ••• • • • • •
• • • • • • • • • • • • • •
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
• - • - .
• • • . . - -
• • • • •
Section A (General Infarthaiion) • • • • •
• • ••• •• •
Process No.
r Prescriptive BUR -RAS 150
Job Addr• - s:
•..,_....
• • • • • • •
Page 1 of 1
EC(EIVE1
2e 9.2008
Roof Category
I— Mechanically Fastened Tile
I— Metal Panel/Shingles
r Other.
,e Mortar dhesiue et Tile
Wood Shingles /Shakes
Roof Type
r New Roof Ike- Roofing r Recovering r Repair r Maintenance
Are there Gas Vent Stacks located on the roof? r Yes kNo If yes, what type? r Natural r LPGX
Roof System Information
Low slope roof area (ft., (/j ); Steep Sloped area (ft?)
Section B (Roof Plan)
Total (ft ?) ! jdigi
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions
of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width (a):1
Corner Size (a'x a'):
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Page 2
r�' —/
stanza TO
WITH ALL EDERA{.
SUM AND MARY RULES AND REGULATIONS
• .•.. • • ..
• • • • • • • •
••.
•. • • • .. • • • •
• • • ••• • • •
• • • . . . •
• •
•
Page 1 of 1
High Velocity Hurricane Zone Uniform Roofin? Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT EI,EC•TROjVIc t112,PC.1gATJON
.•• • •• • • • •
ilk Mb
•
.•• .•
Section D (Steep Sloped Roof System)
• •
••• • • •
•
•
•
•
Sloped System Description
Roof Slope:
/12"
Roof Mean Height: L 3LLi
Ridge Ventilation: 1 11‘'"
Method of Tile Attachment:
Altemate Tile Attachment Metho
Ln�--
Clip Spacing for Metal Roof Panels
Field: ferir ters: CeFasrs:
Perimeter Wdth:
Page 4
Deck Type:
Altemate Deck Type:
I.._r tom.
Underlayment type:
Insulation/Fire Barrier Board:
Optional Nailable Substrate:
V)
Fasteners:
Cap Sheet Type /Adhesive Type:
Roof Covering:
I I V
ems
v -krr p toi t--
Roof Covering Attachment Method:
Drip Edge Size & Gauge
3" face 26 ga.
Drip Edge Material Type' GalviniZed Metal El
Drip Edge Fastener Type:
.Hook Strip /Cleat ga. or weight
Roof System Manufacturer:
Notice of Acceptance Number: CO b , VS
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P1. S :P2: P3:
Maximum Design Wind Pressures, (From the PCA Specific system
•
% .'
Sloped System Description
Roof Slope:
/12"
Roof Mean Height: L 3LLi
Ridge Ventilation: 1 11‘'"
Method of Tile Attachment:
Altemate Tile Attachment Metho
Ln�--
Clip Spacing for Metal Roof Panels
Field: ferir ters: CeFasrs:
Perimeter Wdth:
Page 4
Deck Type:
Altemate Deck Type:
I.._r tom.
Underlayment type:
Insulation/Fire Barrier Board:
Optional Nailable Substrate:
V)
Fasteners:
Cap Sheet Type /Adhesive Type:
Roof Covering:
I I V
ems
v -krr p toi t--
Roof Covering Attachment Method:
Drip Edge Size & Gauge
3" face 26 ga.
Drip Edge Material Type' GalviniZed Metal El
Drip Edge Fastener Type:
.Hook Strip /Cleat ga. or weight
• • ••• • • • •••
•• •• • •• •
• • • • •
•
• • • • • • • • •• • • • •
• • • • • ••• • • • •
• • • • • • • • • • • •
Page 1 of 1
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT .EL.FcTRQ►iyIC+VPLICVLIQN
• • •
• • • •
• • • •• •
• •
••• ••
Section E (Tile Calculatuonsi •• ••• ••
• • • • • •• • •
For Moment based tile systems, chose either Method 1 :ol2' Coriopare theivalues
for Mr with the values from Mf. If the Mf values are greater than or equal to the
Mr values, for each aea of the roof, then the tile attachment method is
acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
P 1: x A - Mg: = Mr1 ; NOA Mf:
P 2: FT x A - Mg: = Mr1 • i' NOA Mf:
P 3: � -1 x A ' - Mg: = Mr1. 10,194 NOA Mf:
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (Mr) From the Table Below:
Mr Required Moment Resistance*
Mean Roof Height
in Feet
15'
20'
25'
30'
40'
Roof Slope
?
?
?
?
?
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
0.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
NOA Mf:
*This Table must be used in conjunction with a list of moment based tile
systems endorsed by the Broward county Board of Rules and Appeals.
Page 5
MIAMI E
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Entegra Sales, Inc.
819 N. Federal Highway, Suite 300
Stuart, FL. 34994
• • •.• • • • ..•
•• • • • • • • • • •
• • • • • • • • • • •
• • ..• • • •
• • • • • • • •
• • ••• • • • • • • .•.
•
• •
•.
•.
•
•
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•
•.
•
•
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• • . • . • . • . • . •
• •
• •. • • • .
:. J i17I -DA1 'cepNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
• • • K4! WBS•T t4GpR $?BEET, SUITE 1603
• • • • • • • • iVII lvII, FLORIDA 33130 -1563 •
• • • : ;301.307529 O1 X (305) 375 -2908
•• • 4• I
www.buildinecodeonline.com
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 Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Estate "S" Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This renews NOA # 01- 0703.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No. 06-0310.05
Expiration Date: 08/23/11
Approval Date: 07/27/06
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material:
1. SCOPE
Roofing
Roofing Tiles
Concrete
• • • • • • • •
• • • •
• • • • • • • •
• • ... • • • •
• • • •
• ... • • • ...
• •
.... .... • • • •
•
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....
• .. ....
....
• • • ....
• ... .. •
.. • • • .. ... ..
•
• • •
• • •
•
.. .. • ...... •
This renews a roofing system using Entegra Estate "S" Concrete Roof Tile, as manufactured
Entegra Roof Tile Corporation in as described in Section 2 of this Notice of Acceptance, designed
to comply with the Florida Building Code, 2004 Edition for High Velocity Hurricane Zone. For the
locations where the pressure requirements, as determined by applicable Building Code, does not
exceed the design pressure values obtain 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 Dimensions
Entegra Estate `S'
Roof Tile
Trim Pieces
1= 16 -1/2"
w = 13"
min. 1/2" thick
1= varies
w = varies
varying thickness
Test
Specifications
TAS 112
TAS 112
Product
Description
Low profile, interlocking, extruded concrete
roof tile equipped with two nail hole and
double roll ribs. For direct deck or battened
nail -on, mortar or adhesive set applications
Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley
terminations. Manufactured for each tile
profile.
2.1 Components or products manufactured by others
Product
Rainproof II
Ice and Water
Shield
Wood Battens
Dimensions
30" x 75' roll
36" x 75' roll
or
60" x 75' roll
36" x 75' roll
Vertical
Min. 1 "x 4"
Horizontal
Min. 1"x 4" for use
with vertical battens
or
Min. 1 "x 2" for use
alone
Test
Specifications
TAS 104
TAS 103
Wood Preservers
Institute LP — 2
Product
Description
Single ply, nail -on
underlayment with
2" self - adhering top
edge.
Self - adhering
underlayment
Salt pressure
treated or decay
resistant lumber
battens
Manufacturer
Protect -O -Wrap,
Inc.
(with current NOA)
W.R. Grace Co.
(with current NOA
Generic
(with current NOA)
NOA No. 06- 0310.05
Expiration Date: 08/23/11
Approval Date: 07/27/06
Page 2 of 7
Product
Tile Nails
Tile Screws
Roof Tile Mortar
( "TileTiteTM")
Roof Tile Mortar
( "Quikrete®
Roof Tile Mortar
#1140 ")
Roof Tile Mortar
("BONSAL®
Roof Tile Mortar
Mix ")
Roof Tile
Adhesive
( "Polypro®
AH160 ")
Roof Tile
Adhesive
TileBond
Hurricane Clip &
Fasteners
Dimensions
Min. 10dx 3"
#8x 2'h" long 0.335"
head dia.
0.131" shank dia.
0.175" screw thread
dia.
N/A
N/A
N/A
N/A
Factory premixed
canisters
Clips
Min. Y2" width
Min. 0.060" thick
Clip Fasteners
Min. 8d x 1 1/4"
Test
Specifications
TAS 114
Appendix E
• • ••• •
• • • • • • • •
• • • • • • • • • •
• • • • • •••
• • • • •
• • ••• • •
.'. •• Product •••
•11escription • •
•
'Corrosion resistant
screw or smooth
sil•fikfia2is • • •
TAS 114 Appendix
E
TAS 123
TAS 123
TAS 123
See PCA
See PCA
TAS 114
Appendix E
• •'
• ••
• •
•
•
• •
•
•
• • •
• Manufacturer
• •
Generic
(with current NOA)
•••
• • • •
• • • • • •• •
Co1sonon is • riAeric • coated, square (with current NOA)
drive, galvanized,
coarse thread wood
screws
Prepared mortar Bermuda Roof
mix designed for Company, Inc. with
mortar set roof tile current PCA
applications.
Prepared mortar Quikrete
mix designed for Construction
mortar set roof tile Products with
applications. Current PCA
Prepared mortar W. R. Bonsai Co.
mix designed for with current PCA
mortar set roof tile
applications.
Two component Polyfoam Products,
polyurethane Inc.
adhesive designed
for adhesive set
roof tile
applications.
Single component Flexible Products
polyurethane foam (with current NOA)
roof tile adhesive
Corrosion resistant
clips with corrosion
resistant nails.
Generic
NOA No. 06- 0310.05
Expiration Date: 08/23/11
Approval Date: 07/27/06
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'- padg•C obnty rdrtitied Laboratory to
perform quarterly test in accordance with TAS 114 eppen3 te• • sti ig shall be
submitted to the Building Code Compliance Office for review. ' ' "•
3.4 Minimum underlayments 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
4.1.1 Entegra Estate "S" Concrete Roof Tile and its components shall be installed in strict
compliance with Miami Dade County 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 (lbf)
Length -I (ft)
Width -w (ft)
Entegra Estate 'S' Roof Tile
10.0
1.375
1.08
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf)
Table 2: Aerodynamic Multipliers - X (ft3)
3 ":12"
Tile
5 ":12"
X (ft3)
7 ":12" or
greater
X (ft)
Profile
Direct
Deck
Batten Application
Direct Deck Application
Entegra Estate 'S' Roof Tile
Direct
Deck
0.267
0.289
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf)
Tile
Profile
3 ":12"
4°:12°
5 ":12"
6 ":12°
7 ":12" or
greater
Entegra Estate
'S' Roof Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
5.91
6.74
5.82
6.64
5.70
6.50
5.56
6.33
5.40
N/A
NOA No. 06- 0310.05
Expiration Date: 08/23/11
Approval Date: 07/27/06
Page 4 of 7
Tile
Profile
Entegra
Estate 'S'
Roof Tile
•
• • ... •
.. .. • • • •
• • • . • •
• • • •••
• • • • •
• • ••• • •
• •
• • •••
• • .• •
• • • •
• • •
• • •
• • • • •
• •
• • • • • • • • • • • •
Table 4: Attachment Resistance Express i 3sdMolnenf- tM!ft1130 • • •
for Nail -On Systenls • • • . • • • •' • •'
1 Installation
Fastener Type
2 -10d Ring Shank Nails
1 -10d Smooth or Screw
Shank Nail
2 -10d Smooth or Screw
Shank Nails
1 #8 Screw
2 #8 Screw
Direct Deck
(min 15132" plywood)
•
27.8
Direct Deck
(min. 19/32" pkwoet
• ..•••
• • • 7.1 ••
•' •
. • 14.8 • • ••.
8.8
Battens
..
•
28.8
•• 4.1
16.4
21.9
7.1
25.8
25.8
1 -10d Smooth or Screw
Shank Nail (Field Clip)
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
2 -10d Smooth or Screw
Shank Nails (Field Clip)
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
47.1
47.1
24.3
24.3
22.9
49.1
24.2
19.0
19.0
22.1
35.5
35.5
34.8
31.9
31.9
32.2
2 -10d Ring Shank Nails'
43.0
67.5 50.9
with a 4° tile headlap and fasteners are located a min. of 2W from head of tile.
Table 5: Attachment Resistance Expressed as a Moment Mt (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile Application
Tile
Profile
1
Minimum Attachment Resistance
Entegra Estate `S' Roof Tile Adhesive
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 11.4 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
26.13
Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf)
for Single Patty Adhesive Set Systems
to Tile Application
Ti
Profile
Entegra Estate 'S' Roof Tile
Minimum Attachment
Polyfoam PolyProTM
Resistance
86.61"
Polyfoam PolyProTM
4 Large paddy placement of 54 grams of PolyProTM.
5 Medium paddy placement of 24 grams of PolyProTM.
45.5b
Table 5B: Attachment Resistance Expressed as a Moment - Rif (ft-Ibf)
for Mortar or Adhesive Set Systems
Tile Application
file
Profile
Entegra Estate 'S'
Roof Tile
Mortar Set
Minimum Attachment
Resistance
20.60
NOA No. 06- 0310.05
Expiration Date: 08/23/11
Approval Date: 07/27/06
Page 5 of 7
5. LABELING
All tiles shall bear the imprint or iden
Detail Below), or following statement:
•
•• •
• •
•
•
•
• •
••• • • • •••
• • • •• •• •
• • • • _ • • •
• ••• • • •
• • • • • •
••• • • • • •••
• • • •
• • • • • • • • • • • •
•
• • • •
• • • • • •• • • • •
tifiable marling of the maflefactdrer's nalbe of logo (See
"Miami -Dade County Product Control Approved ".
OR
•• • •
•
•
••
ENTES
• •• ••• ••
• • •
• A
• •
• • ••• ••
•
•
ESTATE "S" TILE LABEL (LOCATED ON UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS
6.1 Application fcr 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.
NOA No. 06- 0310.05
Expiration Date: 08/23/11
Approval Date: 07/27/06
Page 6 of 7
Nail Holes
• • ••• • •
•• •• • • • •• •
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•••
•
•
•
•
• • •
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• • • • • • • • • • • • • •
• • • • •
PROFILE DRAWINj • •' ': • :: • : •
•. • • • •• •.• .•
•
• ..r • •
• •
•
•• •• • •••••••
ENTEGRA ESTATE "S" CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No. 06- 0310.05
Expiration Date: 08/23/11
Approval Date: 07/27/06
Page 7 of 7
MIA M bDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
• •
• ••
• •
•
•
• •
• • • • •••
• • • • • • •
• • • • • • •
••• • • • •
• • • • • •
• • • • • • • •••
• • •
• • • • • • • • • •
• • • •
• • • : : gr-1AM RAAD
•
MLr1 fl- 7ADE
140 WEST FLAGLER
1ANgI,
• • • ' • X303) ;75 '29®. • • •
. •
• • • •
E•COUWTY, FLORIDA
RP/GM BUILDING
STREET, SUITE 1603
FLORIDA 33130 -1563
RAY (305) 375 -2908
• •
• • •
•. • • • • • •
F •
•
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 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 Having
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 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. BCCO reserves the right to revoke this acceptance, if it is determined by 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Polypro® AH160
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No.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:
SCOPE:
This approves Polypro® A11160 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
Roofmg
Roof tile adhesive
Polyurethane
• ..• •
• •.. • • • •••
•• •• • . . .
• • • • • • • • • •
•• • • • •
• • • •
• • • • • • • •
• • ••• • • •
• • •
• • • • • • • •
• • • • .
• • • • • ••
• • • • . •
• • ••• ••
•
•
• • • •
• • • •
• • • •
• •• • • • •• ••• ••
• • •
••*...• • •
•• • • •
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test
Specifications
N/A TAS 101
Polypro® AH 160
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 current NOA which
list moment resistance values with the use of Polypro A11160 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. /R.3
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 Test Identifier Test NAnIil epirt Date
Center for Applied Engineering #94 -060 %AS • • ' • • •, .0428/94
257818 -1PA TAS:03 • • •• • 12/1 § /96
25- 7438 -3 St•1'D 111'93 • • • • •'10/25/95
25- 7438 -4
25- 7438 -7 SSTD 11 -93 11/02/95
25 -7492 SSTD 11 -93 12/12/95
Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94
Polymers Division
Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93
Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94
01- 6739 -062b[1] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96
Celotex 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 • 03/02/99
520109 -2 -1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire
rating.
2. Polypro® AH160 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® A11160 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
W
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® AH 160.
•• • • • •• ••• ••
2. Polypro® AH160 shall be applied in compliance with the Compon t;A /SpIcaQift tctio?i and the
corresponding Placement Details noted herein. The roof tile assam 1 is addel ' attachment with
the use of Polypro® AH160 shall provide sufficient attachment resistance expretsec Is lit 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® AH160 roof tile adhesive and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating
Instruction and Maintenance Booklet.
4. 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 & 100 dispensing
equipment only.
7. Polypro® AH160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after
Polypro® AH160 has been dispensed.
9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement
Details' herein. Each generic tile profile requires the specific placement noted herein.
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
N/A
Flat, Low, High Profiles
#2
24
N/A
Flat, Low, High Profiles
#3
8
LABELING:
All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the
installation of this system.
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 4 of 7
•
•• •
• •
•
•
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ADHESIVE PLACEMENT DE FANd 4X • • . ▪ • • • • •
• •
... .. • • •
Paddy 'Beneath The)
SINGLE PATTY
1) Place enough adhesive to achieve 1Tto23 O ai
square inches b contactwih the pen Me P aPPOcatkm P cement
2) Tura covers upside down Place adhesive ill in
To 1 hi. From outside edge of cover tile.
Theo insbil the tile.
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 5 of 7
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ADHESIVE PLACEMENT D A?T 2 ;.. •,
SINGLE PATTY
•
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•
•
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.
• • • •
• • • • •
•• • • • •• ••• ••
•• • • • • • ••• ••
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 6 of 7
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•••• . . •
• •
•
• • • • • • •
• • • • • ADIIESIVE PLACEMENT1ET4II. 3 •
DOUBLE PATTY
Nail through plastic cement
x3 3 in.
Single paddy on
under-
layment
Single paddy
under tile
Single paddy
on top of tile
Paddy
(between tile)
Paddy
(under tile)
I
�• •
efr Eave course
2 hi( 7 in. rectum
size paddy eave
Fascia ' course only
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Nail through plastic cement
Underlayment
1
•
•Single paddy under tile
Single paddy between tile
2 in. x T hr. medhnn
she paddy eave
course only
I..- in.x 3 In.
Single 4 in.
paddy on
under-
layment
Single paddy
on top of tile
Course
Faso
Weephole
Eave closure
Drip edge
Nail through plastic cement
Single paddy
under the
Single paddy
between tile
in. x3in.
Single paddy
on underlayment
Single paddy
on top of tile
Eave Course
Eave Closure
2 in. x 7 In. medium
Fast � paddy eave course only
END OF THIS ACCEPTANCE
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 7of7
Miami ;Dade My Home -Text
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House 466
Number.
Direction: NE
Street Name: 102
Street Type: !; ST
Unit (opt):
Zip Code
(opt):
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Page 1 of 2
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Property Appraiser Tax Estimator
1 Portability S_.O_�I, CaLoulator
Summary Details:
•• • • • •• •••
•
• • • •
• • • • • •• • •
••' : +Pflntfr4npl'.v iien
••
Folio No.:
1.1.- 3206- 01.7. - 056.0
Property:
466 NE 102 ST
Mailing Address:
MARY SMITH
466 NE 102 ST MIAMI SHORES FL
33138 -2453
Property information:
Primary Zone:
1000 SINGLE FAMILY RESIDENCE
CLUC:
0001 RESIDENTIAL- SINGLE FAMILY
Beds/Baths:
4/3
Floors:
1
Living Units:
1
Adj Sq Footage:
2,418
Lot Size:
11,500 SO FT
Year Built
1940
Legal Description:
AMD PL OF MIAMI SHORES SEC 4 PB 15 -14 LOTS 3 & 4 BLK
91 LOT SIZE 100.000 X 115 OR 18493 -2808 021999 4
Sale Information:
Sale 0/Ft
15761 -4467
Sale Date:
12/1992
Sale Amount:
$135,000
Assessment Information:*
Year
( 200
2007
Land Value:
$391,345
$391,345
wilding Value.
$244,423
a e:
$635,768
Assessed Value:
$158,546
$153,929
Homestead Exemption.
$25,000
$25,000
Total Exemptions:
$25,000
$25,000
Taxable Value:
$133,546
$128,929
*The market and assessed values are accurately reflected.lnformation related to this
property's exemptions and taxable values are being updated as a result of the recent passage
of Amendment One and will be available shortly.
Additional Information:
Click here to see more information for this property:
Community Development District
Community Redevelopment Area
Empowerment Zone
Enterprise Zone
Land Use
Urban Development Boundary
Zoning
Non -Ad Valorem Assessments
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08/29/2008
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SECTION 1524
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNER$
CONSIDERATIONS
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N TIF•iGITI®!4FORROPING
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1524.1 As it pertains to this section, it is the responsibility of the rooWgc9nt actor to provide the owner with
the required roofing permit, and to explain to the owner the corif4ntqf Whig ectiori'.., `The provisions of
Chapter 15 of the Florida Building Code, Building govem the minim :r$ de4uceirlgn s and•standards of the
industry for roofing system installations. Additionally, the following items shodld'bd acf ressed as part of the
agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the
item has been explained.
1� 1. Aesthetics Workmanship: The workmanship provisions. of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) issues 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.
WY 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have.to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the
Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
roz 3. Common Roofs: Common roofs are those which have no visible delineation between
neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing
contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed.
4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking
can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing
nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code
provides the option of maintaining this appearance.
5. Ponding Water: The current roof system and /or deck of the building may not drain well and may
cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the
original roofing system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge
if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
r, .iuced. It may be beneficial to consider additional venting which can result in extending the service life of
the roof.
Owner's / ' gent's Signature Dat
4 i t 7 S'1Y
Property Address
Contractor' Signature
Process Number
BI.ARD
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Broward County • • ••• • • • • •••
ENVIRONMENTAL PROTECTION DEPARTMENT (EPD)
Air Quality Division
• • • •
• • • • • • • • • • • • STATEMENT OF RESPONSIBILITIES FlE iRDIIZF '4$ERSTOS
IF YOU ARE PLANNING TO DEMOLISH OR RENOVATE ANY EXISTING STRUCTURE, YOU MAY BE SUBJECT
TO FEDERAL AND COUNTY RULES RELATING TO THE HANDLIN4b; QSOES QS €ONT,A►INING MATERIAL.
PLEASE FILL OUTTHIS FORMTO DETERMINE IF THE ASBESTOS RI�L'S. A•PPI.Y• ..O;fOU.•�EE REVERSE SIDE
FOR ADDITIONAL INFORMATION. •• • • • • ••• ••
1.
PROJECT INFORMATION: Oc
Facility Owner: V\� SVY I Phone: -' �--
?-£59g
Mailing Address: 4i0 ( 3 -e4-F City: pi.1 1 51.-mres Zip: ,53 LZ
f Project Address: s City: Zip:
Contractor Performing Work: C11.n0( likl _cam D i 1 P134-61/1 7 47 ;'1 C Il\ C..) Phone: °el 17 °i y-
Estimated Start Date: 9 -9- 06 Estimated Finish Date: _! — 24 -0-
Building Department Jurisdiictio��n: \[111. �- ► M, 1j S 5
Project Description: ►`€5'it 6.2.4ot tAl -h, Li V -4, O of--.
KRSingle - family residential home (not for commercial purpose) - If you check this box, skip sections II and III.
eview the back* of this form and then sign and date this form at the bottom.
11. PLEASE MARKTHE APPROPRIATE BOX(ES) IF APPLICABLE:
1. FACILITY: (Check One)
❑ Commercial, industrial, or public building
❑ One residential building of more than four dwelling units
❑ Any residential property being demolished for commercial purpose or by government order
❑ School /College /University
❑ Two or more residential structures at the same site
❑ Unsafe structure
❑ Emergency
2. ACITIVITY: (Check all that apply)
Demolition: O Total ❑ Partial (Wrecking /dismantling any load- supporting structural member)
Renovations: ❑ Built -up roofing removal (5580 sq. ft. or greater) ❑ Exterior alteration ❑ Interior alteration
I11. IF ANY BOX IS MARKED UNDER FACILITY AND ACTIVITY THEN THE FOLLOWING ITEMS ARE REQUIRED:
1. An original Notice of Asbestos Renovation or Demolition* DEP form 62- 257.900(1) must be filled out and
submitted at least ten (10) working -days before start of project, for:
• all demolitions
• all renovations involving at least 160 sq. ft. or 260 linear ft. or 35 cubic ft. of regulated asbestos containing
material
2. The Notice of Asbestos Renovation or Demolition* form must be accompanied by an asbestos survey report
to indicate the presence or absence of asbestos containing material. The asbestos survey report must be done
in accordance with Broward County Code Chapter 27. Section 180.
I have received information regarding the use of a Florida licensed asbestos professional (See reverse side) and understand
that I may be subject to the ten (10) working -day advanced notification requirement under the Federal Law regarding demoli-
tions or renovations (See reverse side).
Owner (Print):
-or-
Authorized Agent (Print): Vl� Title:
Signature:
Date: VI
*Notice of Asbestos Renovation or Demolition form is available at: www.broward.org /air
202 AQ -0009 (Rev. 04/07) AQ200731116
WHITE -EPD, YELLOW- Building Department, PINK - Applicant