RF-11-410Inspection Number: INSP - 156948 Permit Number: RF- 3- 11-410
Scheduled Inspection Date: May 13, 2011
Inspector: Grande, Claudio
Owner: WEACHTER, WILLIAM AND RUTH
Job Address: 1043 NE 98 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: MOONLIGHT ROOFING INC
Building Department Comments
RE -ROOF TILES AND FLAT USING CEMENT COLOR -TRU
FLAT TILE
Passed
Failed
Correction
Needed
Re- Inspection
Fee
May 12, 2011
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspector Comments
For Inspections please call: (305)762 -4949
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile /Flat
Phone Number (305)865 -7715
Parcel Number 1132050320050
Phone: (786)317 -2178
Page 5 of 12
CIVIL
ENGINEER
May 11, 2011
Moonlight Roofing Inc.
8060 Northwest 186 Terrace
Hialeah, florida 33015 -7209
Project:
Dear Sirs;
Reileh Engineering Corp.
(Consulting Engineer)
2370 S.W. 123 Avenue
Miami, Florida 33175 -1174
Tel : 305-823-8008
Fax: 305-823-3300
ROOF TILE UPLIFT TEST REPORT
Residential Home
1043 Northeast 98 Street
Miami, Florida
Information provided by client:
Permit Number: Not Provided
Date Completion: May 8, 2011
Roofing Contractor: Moonlight Roofing Inc.
Project Number: 11 - 0389
(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
of the 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 of the roof
is less than 40 feet above ground surface. The type of tile used for this project was reported to be 13" Flat
Roof Tile. This tile was reported to have been foamed in place.
At the time of our inspection, the entire area of the 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 comer 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 t est r
meets etestreq i
test, re ....
de thattl installation afth rooftile atthe above referenced proje
d �Zve m ntior dprotocol , edpl da opyp o
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
v,Yahaniad Sonny Salleh, P,E.49014
Project Manager
TILE UPLIFT TEST
Residential Home
1043 Northeast 98 Street
Miami, Florida
Reileh Engineering Corporation -- Project Number - 11 -0389 — Page 2 of 7
Report of
TILE UPLIFT TEST
for
Residential Home
1043 Northeast 98 Street
Miami, Florida
Project Number: 11 -0389
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Pass
Reileh Engineering Corporation -- Project Number - 11 -0389 — Page 3 of 7
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Reileh Engineering Corporation -- Project Number - 11 -0389 — Page 4 of 7
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Reileh Engineering Corporation -- Project Number - 11 -0389 — Page 5 of 7
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Reileh Engineering Corporation -- Project Number - 11 -0389 — Page 6 of 7
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Pass
Pass
Test 1 -16 Corner, 17 -31 Ridge Caps, 32 -58 Perimeter, 59 -111 Field
Reileh Engineering Corporation -- Project Number - 11 -0389 — Page 7 of 7
16
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35 13
� 91
`- to
59 �
92 60
94
6
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67 66
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68
42
90
98
10
69
0 07
99
4
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58 51
10
81
86
100 102
70'
TE5T111- E P IME11;f? s 1000
FIELI2 55 COF;NEk 80 SF
I'UIMETEI: 27 NO. TEST LOCATION
COMEk - 15 F'EI?IMETEf; PI5TANCE, a = 3'
II2GE CAp - 14 CON AREA = 5'X 3'
0 On CAP 1151" LOCKION
C3 r7EN0'1t5 WOKEN 111.E
L r7ENOt 5 LOOS 111.E
0 0
12
1 1
55
85
103
46 47
85 79
84
16
48
15
78
80
104
105
4
a
71
72
50
110
74
111
109
107
0 106
10
53
52
51
9
70'
-089
APPC;OX, r;OOF 11;5T LOCATIONS ANP PIMEN5ION5
RE: Permit # `r — 1 /10 DATE: 5 -- C?
(Print name and circle License Type)
License #: C`CC t3a 8 ? 7
INSPECTION AFFIDAVIT
I c 2 t 120 1\) v%)EZ licensed as a (n) Contractor / Engineer / Architect,
On or about 3- 22 - (1 , I did personally inspect the roof deck nailing and
(Date & time)
Secondary water barrier work at 10 1.4-3 q e sr FA .= St..Qres S
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on 553.844 F.S)
State of Florida
County of Dade:
Revised on 5/2112009
Miami Shores Viiiage
Building Department
FS 468 Building Inspector
The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this,. S day of
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notary Public, Sate of Florida at Large TERESITA HERNANDEZ
*_ MY COMMISSION # DD860062
EXPIRES February 10, 2013
(407) 398.0153 FlondeNotarySerme.com
*General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with
permit # and address # clearly shown marked on the deck for each inspection
BUILDING
PERMIT APPLICATION
FBC 20
Permit Type: BUILDING ROOFING
Owner's Name (Fee Simple Titleholder) T
Owner's Address (O4 1SE 98 sr-
Architect /Engineer's Name (if applicable)
Submittal Fee $
Structural Review. $
Miami Shores Village
Building e artment
g p tim O 1 20 1g
1 0050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949 Bit
Permit Fee $
City t-(, a. - 5kores State EGeriDA_
Tenant/Lessee Name
Email
Job Address (where the work is being done) 1 Q 43 14 C co? g
City Miami Shores Village County Miami -Dade Zip 33 1 3 8
FOLIO / PARCEL # U-3205-032- 6050
Is Building Historically Designated YES NO_ot!/ Flood Zone
Contractor's Company Name Mcrn\I t; c j qi- 'co4 t G •
Contractor's Address _ t ( N1a/ F lc 1tT
City State Fc» Oa- Zip P33015
Qualifier Name 09.t I't' Po O JE 2
State Certificate or Registration No. au 132 R 99 7 Certificate of Competency No.
Contact Phone
Value of Work For this Permit $ 22, 500. ° -- Square / Linear Footage Of Work:
Type of Work: DAddition []Alteration ❑New "Repair/Replace ❑ Demolition
Describe Work: 1 F fZ(O " l€ 4.jQ
L 1v' E c -t ,.rr Got o 2 11+1'L A FLAT i le.,
* * ** i ** * * * * * * * * * * * * **** * * * * * * * * * * * * * ** F *' v; * 4414,44, ',4441 ' * JF * * * *: * * * **
Notary $
Scanning $ Radon $ DPBR $ Bond $
Double Fee $ Violation date:
Training/Education Fee $
Acettl '
Zip 331 g
Phone #
• e
Permit No. ( I " I (-)
Master Permit No.
Phone # 7g6- 317 -217 g
Phone # (3os) $65 7 715
Phone # 786 - 311- 2f '7g
E -mail C tic Q Uor Hai
Phone #
CCF $
Total Fee Now Due $
CO /C $
Technology Fee $
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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspectiyn fee will be charged.
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this / � The foregoing instrument was acknowledged before me this /
day of /1/1<fek , 20 f1 , by , day of tffdre&- , 20 /( , by
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
-_ � Notary Public - State of Florida
i. ii v? My Comm. Expires Apr 5, 2014
° %; Commission # DD 978896
,,, oin t
Sign:
Print:
My Commission Expires:
APPROVED BY
(Revised 07!10 /07)(Revised 06/10/2009)
Plans Examiner
Engineer
who is personally known to me or who has produced
as identification and who did take an oath.
NO ' Y PUBLIC:
407) 308-01
EZ
TERESQTA HE
Rg4r ‘ii,Wh.taSADM9PPPV 62
February 10, 2013
x is D ote Se zeal
Sign:
Print:
My Commissi
Clerk checked
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO.e-c 1 F 41 TAX FOLIO NO.11 3 s O 2- 00.5D
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
STATE 0
THE UNDERSIGNED hereby gives notice that improvements will be made to certatity
property, and in accordance with Chapter 713, Florida Statutes, the following inforrgrOliaid fr.d
is provided in this Notice of Commencement. WITNESS IT
HARVEY R
By
1. Legal description of property and street/address: to 1 , 3 9V E qg
i- t-orr? S , fK-
2. Description of improvement: fe.. -ROO f; 4 41ec
3. Owner(s) name and address: lavrt4 .043 v.se `t$ SY_r
Interest in property:
Name and address of fee simple titleholder.
4. Contractor's name, address and phone number. tt00.01t. c kt 'ROC3 G,
• 8co emu.) taco -revs- b- U-0. 7 R'
5. Surety: (Payment bond required by owner from contractor, if any)
rg
Name, address and phone number. (.78') 317 -21
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.
By o
Sign ture(s of ner(s) or Ow
LL //
By
123.01-52 PAGE 3 3/10
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 1, 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(s) ofRwner(s) or Owner(s)' Authorized Officer/Director/Partner/Manage
Prepared By Prepared By �• 74vo z ill --
Print Name �✓ G ��ff'T�/t Print Name :49,.//, 5li-T T2oofr. J4
Title/Office Title/Office fZo'e -r?
STATE OF FLORIDA
COUNTY OF MIAMI -DADE
The forego )pl irment was acknpw)Gdged beff e this 1 day ofFi°-
❑ Individually, or ❑ as for
❑ Personally known, or ❑ produced the following type of identification:
Signature of Notary Public:
Print Name:
(SEAL)
0
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.
11111111111111111 11111 11 11111 11111 1111 1111
CFN 2O 1 1 RO 11.52874
OR Bk 27611 Ps 1224; (1as
RECORDED 03/09/2011 12 :06 :24
HARVEY RUVIN r CLERK OF COURT
MIAMI -CDADE COUNTY? FLORIDA
LAST PAGE
FLORIDA, COUNTY OF DADE
3ER71FY that this is copy a/ the
h this day of
(hand and O cia1 D Z20 I
tvIN, C _ . or Zdko_tmlY COWS
Space above reserved for use of recording office
331
'Obo kA) A96 rerr
- 3s &
Aor
/ r
A% WAVMOA
RLANDO N
? \ Notary Public - S of Florida
IT
_ ` �� ? My Comm. Expires Apr 5, 2014
• • ,,• ' .. Commission # 00 978696
v 0 0 0 ■ 0 0 ® 0
r(s)Is Autho 'zed Officer/Director/Partner/Manager who signed above:
By
Permit No: 11-7C1
Job Name
3'5
D Ea b
, 2011
Norman Bruhn CBO
305 - 795 -2204
M iami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Building Critique Sheet
Page 1 of 1
Plan review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
a
Revised on 5/21/2009
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name: faktk 131/ I kfee..
Property Address: 1 O 4-3 to f c9g gT
Roofing Permit Number:
Dear `B,uiilding Official:
I 1N� i gZ 4 1 I,�u446,1 f Z ,- certify that I am not required to retrofit the roof to wall connections of my
building because:
#fhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 a ition of the Sou Florida Building Code (1994 SFBC)
IVI iami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Date: 3 —/
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned.
Swom to and subscribed before me this 1 s % day of
o - � ORLANDO NUNEZ
1 Notary Public - Slate of Florida 3.
it f .8 � My Comm. Expires Apr 5, 2014
Notary Public, Sate of Florida at Large pitta �, .•
4. -;.•• commlssior, OD 98896
• When the Just valuation of the structure for purpose dad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation,
Primary Zone:
1100 SINGLE FAMILY
RESIDENCE
CLUC:
0001 RESIDENTIAL -
SINGLE FAMILY
Beds/Baths:
4!3
Floors:
1
Living Units:
1
AdJ Sq Footage:
2,688
Lot Size:
8,320 SC FT
Year Built
1980
$50,000/
553 42 KINNEY PARK
L
L
Legal
PB 67 -78 LOT E LOT
eerxiption:
SIZE 80.000 X 104 OR
20118 - 028812 2001 1
$50,000!
$304,158
OR 27520-1878 1110 12
Year
2010
2009
1043 NE 98 ST
Applied
Applied
Taxing Authority:
Exemption/
Taxable
Exemption/
Taxable
4101 WISEMAN BLVD SAN
Value:
Value:
Regional:
$50.000/
$304,158
$50,000/
$334,079
$50,000/
$50,000!
$304,158
$334,079
City:
$50,000!
$304,158
$50,000/
$334,079
School Board:
$25,000!
$329,158
$25,000!
9359,079
Folio No.:
11 3205 - 032 - 0050
Property:
1043 NE 98 ST
Mailing
WELLS FARGO BANK N A
Address:
®®
4101 WISEMAN BLVD SAN
ANTONIO TX
78251-
ear.
2010
2009
c
�=
;.146601
gliMMTEMMI
®®
ear.
2010
2009
gIMEZEIMMi
$25,000
$25,000
gliMMTEMMI
®®
Miami -Dade My Home Page 1 of 2
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O e Date: 11/2010
e Amount 26,100
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THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY
PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO
WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POL CIES DESCRIBED HEREIN IS SUBJECT TO
ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSH
GENERAL
-
■•_ • ...U ,
LIABILITY
COMMERCIAL GENERAL LIABILITY
CLAIMS•MADE ❑OCCUR
ADM
WI*"
C ■ v .
POLICY EFF
POLICY EXP
UMIT8
- -
-
EACH OCCURRENCE
$
PURRAFMAL,Shp 10 R N I t vRnrel
MEb � XP (Any one person)
$
PERSONAL & ADV INJURY
$
737k
GENERAL AGGREGATE
3
$
AGGREGATEP
APPLIES PER:
nLOC
PRODUCTS - COMP /OP AGG
7 POLICY17 ECT
$
AUTOMOBILE
LIABILITY
ANY AUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
NON -OWNED AUTOS
Z`UMBINED SINGLE LIMIT
(Ea accident)
$
—
BODILY INJURY (Per Person)
$
L (Per
$
_
Pr 6PTY DAMAGE (Per
accident)
$
—
$
$
—
UMBRELLA LIAB
EXCESS LIAR
CLAIMS MADE
EACH OCCURRENCE
$
—
_OCCUR
AGGREGATE
_—.
DEDUCTIBLE
RETENTION $
$
A
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY 11�
ANY PROPRIETERIPARTNER/EXECUTIVE N
OFFICERIMEMBEREXCLUDED?
(Mandatory In NH)
If yes describe under
nFCr•PIPTIniu nF nPFRATIn111C halm
N /A
2011- 02682 -000
01/01/2011
12/31/2011
STATU -TORY 0TH-
X ILIMITS I IER
E.L EACH ACCIDENT
$ 1.000.000.00
E.L DISEASE-EA EMPLOYEE
.$ 1,000.000.00
E.L. DISEASE -POUCY UMI
$ 1,000,000.00
B C
D E
Workers Compensation
Excess Coverage
Please note that Southern Eagle Insurance Company has reinsured If liabilities in excess of 5250,000 under the polities of
insurance listed above with the underwriters listed A- o better at the time of placement of such reinsurance. Such reinsurance
are subject to their own terms. conditions and limits This is for informational purposes and nothing shall create any right
under such reinsurances.
DESCRIPTION OF OPERATIONS/ LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) Effective:
Coverage is extended to the leased employees of alternate employer (Florida Operations Only): 06/3012010 731001
Moonlight Roofing, Inc. 9821 NW 58 Ct.; Parkland, FL 33076
DISCLAIMER: This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does 11
affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.
Moonlight Roofing, Inc.
8060 NW 186 Ter.
Miami FL, 33015
Fax#: (305) 679 -5238
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
- - .,
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BEWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: if the certificate holder is an ADDITIONAL INSURED, the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require and endorsement. A statement on this certificate does not confer rights to
the certificate holder in lieu of such endorsement(s).
PRODUCER
INSURED
Risk Concepts Corporation
410 43rd Street West Sutte N
Bradenton FL, 34209
CERTIFICATE OF LIABILITY INSURANCE
Administrative Concepts Corporation
406 43rd Street West
Bradenton FL, 34209
CONTACT NAME
PHONE (A/C, No. Exi) : 877-746-2209 IFAX (A/C, No):
E -MAIL ADDRESS:
PRODUCER CUSTOMER IN:
INSURERS AFFORDING COVERAGE
NAIL#
INSURER A : Southem Eagle Insurance Company
INSURER B r Lloyds of London A
INSURER C i Aspen Reinsurance A
INSURER D l Max Re Bermuda A-
INSURER E i
INSURER F
DATE (MM/DD/YYYY
12/21/2010
10151
M-1122000
AA- 1120337
AA- 3190829
COVERAGES
•
441
- 20100909
THE POLICIES OF INSURANCE USTED BELOWHAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTINTHSTAXOING
ANY REQUIREMENT , TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCI-
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS
INSR
1.111
ADD%
NNW
TYPE OF INSURANCE
POLICY NUMBER
POUCY EpFFEECTIVE
DATE 111111111
POLICY EMMA 710N
DATE /ARM DDITYYYI
La8T8
A
IMPOSE NO OBLIGATION OR UABIUTY OF ANY KIND
GENERALUABIJJY
X
COMMERCIAL GENERAL
CBCi0000090000
2/5/2011
2/5/2012
EACH OCCURRENCE
$ 1,000,000
DAMAGE
PREMISES Ma oetwienoet
$ 100,000
1 CLAIMS MADE X OCCUR
MED OW ytor one moon)
$ 5,000
$ 1, 000 , 000
PERSONAL fL ADV INJURY
GENERAL AGGREGATE
$ 2,000,000
GENL AGGREGATE UMIT APPLIES Pet
al POUCY f T El LOC
PRODUCTS- COMPIOP AGO
$ 2,000,000
AUTOMOBRE
_ANY
LIABILITY
AUTO
ALL OYWED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
NON -OWNED AUTOS
COMBINED SINGLE LIMIT
(Ea )
$
BODILY INJURY
(Per person)
$
BODILY
$
PROPERTY CARTAGE (Per nt)
accide
$
GARAGE UABLITY
11 ANY AUTO
AUTO ONLY - EA ACCIDENT
$
OTHER THAN EA ACC
$
AUTO ONLY:
NLY AGO
$
EXCESS
IUP R8JA LIABBJTY
OCCUR ❑ CLAIMS MADE
DEDUCTIBLE
RETENTION $
EACH OCCURRENCE
$
AGGREGATE
$
$
$
S
WORKERS
AND EMPLOYFRV
ANY PROPRIETOR
OFFICEWNEMBER
(Mandator
If yea, dsscite
SPECIAL
COMPENSATION
IJAEUTY YIN
PAR
B C UDED? J
I KC LIMITS! STA TU-_I I OTH-
TORY LIMITS ER
EL EACH ACCIDENT
$
EL DISEASE- EA EMPLOYEE
$
In NH)
ewer
PROVISIONS below
E.L. DISEASE -POLICY LIMIT
$
OTHER
DERCRIPITDNOF OPERATIONS ILOCATIONS IVE IDLEST EICLUSIONSADDEDBYENDOR8ENEUJT JSPECIALPROVISIONS
Roofing Contractor
vc....r.V,l .a...v...,a -..
_...._ - - -- _____
SHOULD ANY OF THEABOVEDESCRIBEI POUCIFS BE CANCELLED BEFORE THEEXPIRATON
DATE /HEREOF ,THE ISSUING INSURER WILL ENDEAVOR TO MA8,3 DAYS WRITTEN
NOTICE TO THE CERIWICA TE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
Miami Shores Village
UPON THE INSURER, 17s AGENTS OR
Building 5 Zoning Department
IMPOSE NO OBLIGATION OR UABIUTY OF ANY KIND
10050 NE 2nd Avenue
Reessnrucrives.
AUTHORIZED REPRESENTATIVE
Miami Shores, FL 33138
David Lopez/AMANDA _ .�
ACO D
CERTIFICATE OF
PRODUCER (305) 595 -3323 FAX: (305) 595 -7135
Eastern Insurance Group, Inc.
9570 SW 107 Avenue
Suite 104
Miami FL 33176
INSURED
Moonlight Roofing Inc
8060 NW 186 Terrace
Miami
FL 33015
LIABILITY INSURANCE
THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORM TIOI
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICA
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
INSURERS AFFORDING COVERAGE
INSURER k Endurance American Specialty
INSURER a
INSURER C:
INSURER k
INSURER E
DATE (MMIDDIYYYY)
2/4/2011
NAIC •
ACORD 25 (2009101)
INS025 (2oo8ot).o1
The ACORD name and logo am registered marks of ACORD
SECTION R4402.13 hy�
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNER �CIIIQAIOL OR :OOFING
CONSIDERATIONS •
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 govem 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. L+/e/ Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the u
providing that the roof system meets the wind resistance and water instruction performance standards of
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. Repelling 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. (IC) 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 sh9uld notify the occupants of adjacent units of roofing to be performed.
4. tJU/ 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. This provides the option of maintaining the
appearance.
5. rir J 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. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
origipal roofing system is removed. Pounding conditions should be corrected.
ertlow scuppers (wall outlets): It is required that rainwater flows 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.
•� 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 the
roof.
Revised on 7/9/2009 LD
1-1-1 (
Owner /Agent's Signature Date Contractor Signature
meal Elam
i! i!1iIiI '
%r
W \ \1 11111mia■
021,ERZI Lamm rAlm4
¢ I4 U
1
21 �1
1 ,1 err rn
Pin III
1 011=11 ■tEI=
3
L
•
•
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High- Velocity Hurricane Zone Uniform PemJt Application Form.
,Ser_tion A (Gpnerai Information)
Master Permit No. Process No.
Contractor's Name )); GOT 'ROO NG .
Job Address 1043 NE q
❑ New Roof
Low Slope Roof Area (SF)
376
FLORIDA BUILDING CODE — BUILDING
111 Low Slope ❑ Mechanically Fastened Tile
❑ Asphaltic ❑ Metal PaneUSSfringles
Shingles
Jd0 GAS VVNTS
❑ Prescriptive BUR -RAS 160
ROOF TYPE
9'Rerooflng ❑ Recovering
ROOF SYSTEM
INFORMATION
i Mortar /Adhesive Set Tile
❑ Wood Shingles/Shakes
❑ Repair ❑ Maintenance
Steep Sloped Roof Area (SF) 374g # Total (SF)
i+/
,action R (Ronf Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of
parapets.
i F-frir!r‘t Pt#11fitimil ITifi LOZ 7
i
I
I
Roof SysTpm & Ede p oo k ilo p roati.e v s, a.c..
. ,
Notice ot ACCeptanCe
i l I CIO 052G. 10
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
I I Calculations):
Pi: —4S P2: — 7g.C.,9 P3: — ,z
I
Maximum Design Pressure
(From the Product Approval Specific System):
31, 3
Root Slope: !
1 : 12J
i Ridge Ventilation?
WA
Steep Sloped Roof System Description
Deck Type: 1 W w ant: , 5 4 fr M2ti.
Type Underlayment: 4-3 Arsrm
Insulation: — 4/A
Fire Barrier: 44
Fastener Type & Spacing: O % w a cto; i R
Adhesive Type:
Type Cap Sheet: 4go 16. 14or maprED
Mean Roof Height.. 11% - Poor Covering: • t BeAi
ripe & Size Drip
Edge:
H_rLA 3UILL:1■16; OOE 3UILOING
For Moment based We systems. choose either Method 1 or 2. Compare the values (a M t with the values from hip 11 the Mt values arc grtunnir than nr
equal to the M values. for each area of the rod then the tile attachment method is acceptable.
Method ( 'Moment Basel11Ie Cakalations PPer RAS 13T
lPr 45•(xa.278=12.54)-M 3
i P2 7fi.Gi 21,8) ) -Mg: =M Product Approval Mt
(P3" I1b. x L 02 :50 1- Mg; a mop }. Product Approval M
Method 2'Simplilied Tale Carew Per Table Below"
Required Moment of Reece (Mr) From Table Below Product Approval Air
Arran Rath Haight -►
Root Boas l
1:12 34.4 35.5 38.2 38.7 42.2
3512 32.2 34.4 38.0 37.4 399
4:12 30.4 32.2 33.8 35.1 37.3
5:12 28 30.1 31.8 329 34.9
8.12 28.4 28.0 28.4 34.5 32.4
7:12 24.4 25.9 27.1 28.2 30.0
Wad be used in enniimedon with a Bs1 of memmt bard tile systems endorsed by the Browrd County Board of Rags and Appals.
For Uplift (meddle systems use Metbod3 .Compred the values (arFwith the nines for Fr .Vibe F valises re greater than or equal to doFrvalues.
for each area of the roof; then the die anannnent method Is seeepwlde.
Method 3 Women) Based The Cahmlarioes Pe: RAS 127''
(Pd: x L = x w• _ ) - W: x cos 9 = F Beduin Approval F
(P2 xL = x se: = ).W x cos 0 = Product ApprovaIF
(P1:. x L = x w: _ )-W: x cos B = Fr3 Product Approval Ir
Where to Obtain information
Description Symbol 1 Where to find
FLORIDA BUILDING CODE - BUILDING
0
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
15'
M required Moment Resistance*
20'
25'
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Pnahu:I Approval Mt .3( • 30 bra
30'
40'
15.35
MIAMI DADS
BUILDING CODE COMPLIANCE OFFICE (BCCO)`
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Eagle Roofing Products LLC
1575 East C.R. 470
Sumterville, FL 33585
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 BuildinCode 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 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: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle
Low Profile Concrete Tiles
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 com • 1
a ion an . remova o
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 9.
The submitted documentation was reviewed by Alex Tigera.
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
NOA No.: 06- 0526.10
Expiration Date: 10/12/11
Approval Date: 10/12/06
Page 1 of 9
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub - Category: 07320 Roofing Tiles
Material: Concrete
Deck Type: Wood
1. SCOPE
This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle
Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance.
For locations where the pressure requirements, as determined by applicable Building Code does
not exceed the design pressure values obtained 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
t. Applicant Dimensions
Bel Air Concrete
Tile
Bel Air Double
Eagle Concrete Tile
Ponderosa Concrete
Tile
Ponderosa Double
Eagle Concrete Tile
Golden Eagle
Concre - -
Trim Pieces
L =17"
W= 12' /a"
Thickness = %s"
L= 17"
W= 12'/0"
Thickness = %z"
L = 17"
W =12 '/0"
Thickness = %z"
L =17"
W =12'"
Thickness = %z"
L= 17"
. .• . ' • ,I +' 1 l} I 1
.i
.a
Thickness = %z"
1= varies
w = varies
varying thickness
Test Product
Specifications Description
TAS 112 Flat profile concrete roof tile equipped with
two nail holes. For adhesive set, direct deck
or battened nail -on applications.
TAS 112 Flat profile concrete roof tile equipped with
two nail holes. For adhesive set, direct deck
or battened nail -on applications.
TAS 112 Flat profile concrete roof tile with slate finish
equipped with two nail holes. For adhesive
set, direct deck or battened nail -on
applications.
TAS 112 Flat profile concrete roof tile with shake finish
equipped with two nail holes. For adhesive
set, direct deck or battened nail -on
applications.
Flat profile concrete roof tile brushed finish
TAS 112
TAS 112
s.
or a
esive
set, direct deck or battened nail -on
applications.
Accessory trim, clay roof pieces for use at
hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
NOA No.: 06- 0526.10
Expiration Date: 10/12/11
Approval Date: 10/12/06
Page 2 of 9
2.1 SUBMITTED EVIDENCE:
Test Agency
PRI Asphalt Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
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.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation Testing
ce
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Test Identifier
ERPF -001 -02 -01
7161 -03
Appendix III
7161 -03
Appendix III
7161 -03
Appendix II
PO402
Letter Dated Aug. 1,
1994
P09647 -01
94-084
25- 7094 -(2, 5, & 8)
25- 7183 -(5 thru 6)
25- 7214 -(1, 5 , & 8)
25- 7487 -2
25- 7496 -(1 & 4)
25- 7804 -6
520109 -1
520111 -4
520191 -1
Calculations
Calculations
Test Name/Report
TAS 112
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102(A)
Wind Tunnel Testing
TAS 108 (Nail -On)
Withdrawal Resistance
Testing of screw vs. smooth
shank nails
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Mortar Set)
Static Uplift Testing
TAS 101 (Mortar Set)
Static Uplift Testing
TAS 102
Stati6 Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Te •
TAS 101
Static Uplift Testing
TAS 101
Restoring Moments Due to
Gravity
Date
Aug. 2006
Dec. 1991
Dec. 1991
Dec. 1991
Sept. 1993
Aug. 1994
Aug. 1994
May 1994
Oct. 1994
Feb. 1995
March, 1995
Dec. 1995
Dec. 1995
Sep. 1996
0
March 1999
Aerodynamic Multiplier Sep. 2006
Sep. 2006
NOA No.: 06- 0526.10
Expiration Date: 10/12/11
Approval Date: 10/12/06
Page 3 of 9
Table
2: Aerodynamic Multipliers - A (ft3) -
Tile
A (ft)
A (ft')
Profile
Batten Application
DI ect Deck Appli - on
Bel Air, Bel Air Double Eagle,
Ponderosa, Golden Eagle,
0.301
0.278
Ponderosa Double Eagle Flat
Tile
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 TAS 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 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 statcd othcrwisc
1 r-a . . - 11
. . .
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with chapter 29 of the SFBC. -
4. INSTALLATION
4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle,
Ponderosa Double Eagle Flat Concrete Roof Tiles 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
Bel Air, Bel Air Double
Eagle, Ponderosa, Golden
Eagle, Ponderosa Double
Eagle Flat Tile
Weight -W (Ibf)
11.4
Length -I (ft)
1.42
Width-w (ft)
1.03
NOA No.: 06- 0526.10
Expiration Date: 10/12/11
Approval Date: 10/12/06
Page 4 of 9
Tile
Profile
3: Restorin, Moments due to Gravity - M. ft-lb
4 " :12" 5 ":12" 6 ":12" Greater than
7 ":12"
Bel Air, Bel
Air Double
Eagle,
Ponderosa,
Golden Eagle,
Ponderosa
Double Eagle
Flat Tile
Battens Direct
ec
7.48
Battens
7.37
Direct
Deck
7.59
Battens
7.22
Direct
Deck
7.44
Battens
7.05
Direct
Deck
7.27
Battens
6.86
Direct
Deck
7.07
Tile
Profile
Bel Air, Bel
Air Double
Eagle,
Ponderosa,
Golden
Eagle,
Ponderosa
Double
Eagle Flat
Tile
Table 4: Attachment Resistance Expressed as a Moment - M} (ft-Ibf)
for Nall -On Systems
Direct Deck
(min 15/32" plywood)
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
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)
30.9
7.3
14.0
30.8
51.7
24.3
19.0
35.5
31.9
Direct Deck
(mln. 19/32" plywood)
38.1
9.8
18.8
30.8
51.7
24.3
19.0
35.5
31.9
Battens
17.2
4.9
7.4
18.2
24.4
24.2
22.1
34.8
32.2
2 -10d Ring Shank Nails' 1 50.3 65.5 1 48.3
1. Installation with a 3" tile headlap and fasteners are located a min. of 2W from head of tile.
NOA No.: 06- 0526.10
Expiration Date: 10/12/11
Approval Date: 10/12/06
Page 5 of 9
Table 5: Attachment Resistance Expressed a a Moment Mf (ft-Ibf)
or Two Patty Adhesive Set Systems
Tile •,.- Minimum Attachment
Profile Resis
Bel Air, Bel Air Double Eagle,
Ponderosa, Golden Eagle, Ponderosa
Double Eagle Flat Tile
p Ica
on
Adhesive2 31.33
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.
Air, Bel Air Double Eagle, Ponderosa,
Table 5A: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf)
fer ---
Tile Profile The Application Minimum Attachment
Bel Resistance
PolyPro 118.9
Golden Eagle, Ponderosa Double Eagle Flat PolyPro 40.4
Tile
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 - Mf (ft-Ibf)
for Mortar or Adhesive Set Systems
Tile
Profile
Bel Air, Bel Air Double Eagle, Ponderosa,
Golden Eagle, Ponderosa Double Eagle Flat
Tile
6 Tile -Tate Roof Tile Mortar.
Tile
Application
Attachment
Resistance
43.9
Mortar Set'
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See
Detail Below), or following statement: "Miami -Dade County Product Control Approved ".
IMENIMIN■11144
a_
FLORIDA
BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE
EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT
(LOCATED ON UNDERSIDE OF TILE)
NOA No.: 06- 0526.10
Expiration Date: 10/12/11
Approval Date: 10/12/06
Page 6 of 9
6. _ BU I_LDING 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
BEL AIR
NOA No.: 06- 0526.10
Expiration Date: 10/12/11
Approval Date: 10/12/06
Page 7 of 9
BEL AIR DOUBLE EAGLE
PONDEROSA
PONDEROSA DOUBLE EAGLE
NOA No.: 06- 0526.10
Expiration Date: 10/12/11
Approval Date: 10/12/06
Page 8 of 9
GOLDEN EAGLE
END OF THIS ACCEPTANCE
NOA No.: 06- 0526.10
Expiration Date: 10/12/11
Approval Date: 10/12/06
Page 9 of 9
SCOPE:
MIAMIO
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (IVOA)
Polytonal Products, hac.
11715 Boudreaux Road
Tomball, TX 77375
MIAMI-DADE COUNTY. FLORIDA
METRO -DADE FLACLER BUILDING
140 WEST FLAMER STREET; SUITE 16G3
MIAMI. FLORIDA 33130 -1563
(305) 315.2901 FAX (305) 375 -2908
• - r =;r LCrrx.
. . ✓„ . (- 1 :.t'1 r r; 1
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 Cotmty) and/or the
AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality
assurance proposes. If this product or material fails to perform in the accepted manner, the manufacturer will hicnr
the expense of such testing and the And 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 1Igh Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Polyprt l A0160
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.
TFAMNATION of this NOA will occur after the expiration date or if there Ices 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 -Dada 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.
.11 . d. .. - • er ' rr.r. .. .f . • .i.• .. - ... . . rlr . • . ...
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
PAGE 01
ROOFING ASSEMBLY APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves Pelypra® 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 vahmes obtained by calculations in
compliance with Roofing Application Standard RAS 127, for use with approved fiat, low, and high
profile roof files system using Polypro® AB 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:
wduct Dimensio
StsecRHcNioas
Polypro®AH160 N/A TAS 101
Foampro®RTF1000 N /A
ProPack® 30 & 100 N/A
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 ARI60 roof tile adhesive.
PHYSICAL PROPERTIES:
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
j
ASTM 1.3 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Product Drindlon
Two component polyurethane foam
adhesive
Dispensing Equipment
Dispensing Equipment
Results,
1.61bsft.'
13 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs. H •
3.1 Peen / Inch
+0.07% Volume Charm . - 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: O5/I0/11
Approval Date: 04/13/O6
Page 2 of 7
•
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/ osert ate
Center for Applied Engineering #94 -060 TAS 101 04/08/94
257818 -1PA, TAS 101 12/16/96
25-7438-3 SSTD 11 -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
Ramtcch Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93
Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94
01-6739-062W] ASTM E 84 01/16/95
Thy Engineering 7050.02.96 -1 TAS 114 03/14/96
Celotcx 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 0
5201094
520109 -7
520191 -1 TAS 101 • 03/02/99
520109 -2 -1
LIMITATIONS:
1. Fine classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire
rating.
2. Polypro® AHl 60 shall solely be used with flat, low. & high tile profiles.
3. Minimum nnderlaymcnt shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile mancifactums bin a tance for the u. .
a.,
11
,•m��? . ..1 r...
r
e assail lies 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.
/!
rlr:
F» •2
MS
NOA No.: 06. 0201.02
Expiradon Data 05 /10/11
Approval Date: 04113/06
Pago 3 of 7
•
INSTALLATION:
1. Polypro® A/1160 may be used with any roof the assembly having a current NOA that lists uplift
resistance values with the use of Polypro® A11160.
2. Polypro® A11160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The toddle assembly's adhesive attachment with
the use of Polypro® AH160 shall provide sufficient attachment resistance, stressed as an np lift
based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade
Cody Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof
the assembly NOA
3. Polypro® AH160 roof tilo adhesive and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and Polyfoam Products. Inc. Polypmds AH t 6A operarieg
Instructicm 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
havinglatisdiaion.
S. Cailbxstion of the Foasnpro® dispensing equipment is required before application of any wive.
. The mix ratio between the "A" comport and the "W' component shall be maintained between 1.0-
1.1 S (Ak 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tilt as
determined at calibration. No other settings shall be approved.
6. Polypro® AH160 shall be applied with Foampro RD 000 or ProPack® 30 & 100 dispensing
equipment only.
7. Polypi,® AH160 shall not be exposed permanently to sunlight
S. Tiles most be adhered in freshly applied adhesive. Tile roust be set within 2 to 3 minus after
Polypro® AH160 has been dispensed.
9. Polypro®A$160 placement and minimum patty weight shall be in accordance with the 'Placement
Details' herein. Each generic *profile requires the specific placement noted herein.
Table 1: Adhesive Placement For Each Generic Tile Profile
Two Paddy Weig rt
per paddy Min.
(gza�
N/A
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 ordr 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
PAGE 04
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
NOA NO: 064201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
A
NOA No.: 040201.02
Expiration Date; 05/10/11
Approval Dote: 04/13/06
Page 6
PAGE 06
s
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
END OF THIS ACCEPTANCE
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 7 of 7
PAGE 07
Section C (Low Slope Application)
Fill in specific roof assembly components
and Identify manufacturer
(If a component is not used, identify as "NA ")
System Manufacturer: C?A?r MATEejtp415 , Cr?
Product Approval No.: 07-1219. 09
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1: — 49.2 Pmax2: — 82.4 Pmax3: - 124.
Max. Design Pressure, from the specific Product
Approval system: .r 52. 5
Deck:
Type: IdOot,
Gauge/Thickness: 5/s° MiN
Slope: f tt -fAX. ■•c.Q.
Anchor /Base Sheet & No. of Ply(s): N�q
Anchor /Base Sheet Fastener /Bonding Material:
Insulation Base Layer:
Base Insulation Size and Thickness:
Base Insulation Fastener /Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener /Bonding Material:
Base Sheet(s) & No. of Ply(s): #75 AS �L
Base Sheet Fastener /Bonding Material:
Ply Sheet(s) & No. of Ply(s): GLfc}(A5Q%y4 _(2)
PIy Sheet Fastener /Bonding Material:
Top PIy: _ (`'tz 4L "6t (I) - -_ --
Top Ply Fastener /Bonding Material:
- TTcT
FLORIDA BUILDING CODE — BUILDING
FUR N -i (1043 NC.9 Sr)
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Permit Application Form.
1
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Surfacing: GyewuAia&ed
Fastener Spacing for Anchor /Base Sheet Attachment:
FIeId: 9 " oc .. Lap, # Rows 2 ® q " oc
Perimeter: (o " oc @ Lap, # Rows 4 @ to " oc
Corner: Co " oc @ Lap, # Rows 1 4' @ 6 " oc
Number of Fasteners Per Insulation Board:
FIeId N/A Perimeter NA). Corner _tit
a
Illustrate Components Noted and Details as
Applicable:
Woodblocking, Gutter, Edge Termination, Stripping, Flashing,
Continuous Cleat, Cant Strip, Base Flashing, Counter -
Flashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material Thickness, Fastener
Type, Fastener Spacing or Submit
t'iiwtrak &P -Sim (r)
GA the P(y 4 (a)
#15 SAW N
Woti7 CJ�-
FT.
j FT.
.3
GrAI' @ 4 oc
0
9'
Parapet
Height
Mean
Roof
Height
15 11
MM I� DAC3E.
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
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 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 and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Decks.
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 NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19.
The submitted documentation was reviewed by Jorge L. Acebo.
MANMADE • UNTY
APPROVED
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
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 1 of 19
Deck Type 1:
Deck Description:
System Type E: Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield Non - Asphaltic Fiberglass -Based
(optional) Underlayment or SecurockTM.
Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM
Nailable, RUBERO1D Modified Base Sheet, RUBEROID 20, RUBEROID
Heat- We1dTM Smooth or RUBEROID Heat- We1dTM 25 base sheet mechanically
fastened to deck as described below;
Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deck with approved annular ring shank
nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two
rows 12" o.c. in the field.
(Maximum Design Pressure —45 psf, See General Limitation #7)
GAFGLAS® Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14
or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates,
12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally
spaced approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure —45 psf, See General Limitation #7)
Wood, Non - insulated
19/ or greater plywood or wood plank decks
GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base
sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure —52.5 psf, See General Limitation #7)
GAFGLAS #80ULTIMATM, RUBEROID RUBEROID Smooth,
base sheet attached to deck with approved 11/4" annular ring shank nails and
inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two
rows staggered with a fastener spacing of 9" o.c. in the center of the membrane.
(Maximum Design Pressure —60 psi, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —60 psf, See General Limitation #7)
Any of above Base sheets attached to deck approved annular ring shank nails
and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at
the 4" lap staggered in two rows 9" in the field.
(Maximum Design Pressure —60 psf, See General Limitation #7)
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 17 of 19
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —75 psf, See General Limitation #)
Ply Sheet: V One or more plies of GAFGLAS PLY 4, #80 ULTIMA, RUBEROID MOP
Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20-40 lbs./sq.
Cap Sheet: lb/ (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or
GAFGLAS EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate
of 20 -40 lbs. /sq.
Surfacing: V (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in
a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood
coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied
at a rate of 3 gal. /sq.
2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap
Mineral Surfaced Capsheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20 -40 Ibs. /sq.
3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof
Coating, at 1.5 gal./sq.
4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322,
TOPCOAT MB +, TOPCOAT FireshieId Elastomeric Roofing
Membrane, applied at 1 to 1.5 galJsq.
5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing
Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq.
6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent
based Elastomeric Roofing Membrane applied at Ito 1.5 galJsq
7. Advance Green Technologies Photovoltaic Laminate solar energy
collector auxiliary roof equipment installed in compliance with
manufacturer's specifications and applicable Building Codes.
Maximum Design
Pressure: See Fastening Above
MIAMFDAD OUNTY
APPROVEO
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20 /08
Page 18 of 19
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex
sheet.
2. Minimum ''A" Dens DeckTM or ' /a" Type X
wood deck.
P1yTM 6 when used as a mechanically fastened base or anchor
gypsum board is acceptable to be installed directly over the
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory
for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the
fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,
panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam
insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be
applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8"
ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous
area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in
each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of
121bs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf.
5. Fastener spacing for insulationftiftatlunent is based on a Minimum Characteristic Force (F') value of 275
lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field -
tested, are below 2751bf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a
minimum fastener resistance value in conjunction with the maximum design value listed within a specific
system. Should the fastener resistance be less than that required, as determined by the Building Official,
a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or
Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal
resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with
Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas.
Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with
Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered
Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is
specifically referred within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall
conform with Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced
fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this
limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.)
10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 9B -72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 19 of 19
T gy..peel'm board Is an acceptable aitemate for insulation over C -15/32 decks.
e u$e of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. the use of 1 -in. minimum
The use of polystyrene Insulation board between minimum 3-in. thick perlite board and deck with rosin paper (perlite /rosin
paper /polystyrene /perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems.
any rr f the ao RA" or "Tapered tird nergyGuard RA" or "Enemy Composite RA" may be substituted for any Atlas polyisocyanurate insulation In
Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ".
" GAFGLAS #80 Premium Base Sheet" may be used In any of the following systems.
" GAFGLAS Flex PIy 6° and ' Trl -ply Ultra - Flexible PIy 6" are suitable alternates to "GAFGLAS PIy 6 ".
"GAFTEMP Permalite Recover Board" may be used In lieu of any perlite Insulation in any of the following NC Classifications.
ft
Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshleld MB" at 21/2 to 3- gal /100-
• Class A, a and C
Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes,
"Ruberoid Heat Weld" SBS roofinq'membrane may be used In lieu of "Ruberold Moo" SBS products In any applicable Classification.
Class A
1. Deck C -15/32
-- - --- +n ..•) J4VL1lD
incline: 3
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber /polyisocyanurete composite or phenolic, any thickness.
Ply Sheet: — Three or more plies fype G3 or " GAFGLAS PIy 4" or "Try -PIy Ply 4" or " GAFGLAS Ply 6" hot mopped.
Surfacing: — Gravel.
2. Decks C -15/32
Incline: 2
Insulation (Optional): — One or more layers partite or wood fiber or glass fiber or polyisocyenurate or urethane or
perlite/polytsocyanurate composite or pertlte/urethane composite or wood fiber
Ply Sheet — Three or more plies Type G3 or "GAFGLAS Ply 4" or'Tri -PIy PIy or "GAFGLAS Ply 6"nposite or phenolic, any thickness.
Cap Sheet — One ply Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -PIy Mineral Surfaced Cap Sheet'.
3. Deck: NC
Incline: 2
Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, of Iso anurate, urethane
composite, perlite /urethane composite, wood Aber /polyisocyanurate composite, phenolic, 2 -In. maximum.
Ply Sheet — Two or more plies Type GI " GAFGLAS PIy► 4" or'Tri -PIy PIy 4 ", " GAFGLAS Ply 6 ". peryi� /Polyisocyanurate
Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheer or'TrI -PIy Mineral Surfaced Cap Sheet".
4. Deck: NC
incline: 1/2
Insulation: — One or two layers "Isotherm R ", any thickness, hot mopped.
Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system.
Deck: C -15/32
Incliner 1
.ilip Sheet (Optional): -.
)' Red rosin paper, nailed to deck.
case Sheets — One ply Type G2 " GAFGLAS :t75 Base Sheet" or'Tri -PIy *75 ease Sheet" (may be nailed).
Ply Sheet; — One or more plies Type G1 "GAFGIJIS Ply 4' or 'Trl -PIy PIy 4" or GAFGLAS PIy 6 ".
Cap Sheets — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or'Trf -Pry Mineral Surfaced Cap Sheer.".
5. Deck: NC
Incline: 3
3ase Sheet — One ply Type G2 'CAFGLAS #75 Base Sheet" or Tri -PIy e75 ;j,l,p Sheet ".
AIY Sheet — One or m.;r? 1 a
P a p Sheet: — Cn�+ 7 i _s fyp" GI rAFGLAS Ply 4' • :r Trr ?ry Ply I" ''GAFGLAS Ply p"
ly ' y ce C;'S 'CAM( AS h ineral ',urfared C.] ;h�
' A' fit" •:r 'T LAr, ^ral `;urC,•■1 �. 'p :i .
1.itab∎.��i,:�11[1 � i - i�nir 'e. "• 1'; f
■
t - age L or 4./
CUMULATIVE SUBSTANTIAL IMPROVEMENT
VERIFICATION WORK SHEET
In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all
improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed
improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished
materials (include those donated), labor (including volunteer and self - performed), construction supervision and
management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is
attached for your reference. (A Copy of the Contract must be attached)
PROPERTY OWNER: / i gift G Ef7", e' .
PERMIT #
ADDRESS: /6 4 NE 92 ST
phir-it° Ltic
FOLIO NUMBER: FLOOD ZONE:
BASE FLOOD ELEVATION:
COST OF PAST IMPROVEMENTS (12 MONTHS):
COST OF PROPOSED IMPROVEMENTS: 6 , 9
(ATTACH COPY OF CONTRACT)
TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed):
VALUE OF PRINCIPAL STRU
OWNERS SIGNATURE:
PLANREVIEWER:
PLAN REVIEWER SIGNATURE:
Created on June 2009
FREEBOARD: EAST OF FL.CCCL:
(attach appraisal):
IMEEVIE
it MAR 0 11
560. 00
DATE:
DATE:
ITEMS TO BE INCLUDED
ALL STRUCTUAL ELEMENTS,
INCLUDING
Foundations including;
Spread footing, Continuous footing,
isolated footing, piles and pile caps
Slabs including; Monolithic, floating,
elevated
Walls including; Exterior walls, Bearing
walls, Shear walls
Beams, Tie Beams, Columns and Posts
Wood decking, Floor and Roof Sheathing
Trusses, Joist
Windows /Doors
ALL BUILDING ELEMENTS, INCLUDING
Interior Partitions, Walls, Columns
Drywall, Ceilings,
Built in Furniture, Cabinets, Vanities
All Fixtures
Flooring, Tile, Carpet, Stone, Linoleum,
ect.
All Finishes including Drywall, Paint,
Stucco Plaster, Paneling, Tile, Marble,
and Moldings
Roofing Material
ALL HARDWARE
ALL UTILITY and SERVICE
EQUIPMENT
HVAC
Electrical System and Equipment
Plumbing System and Equipment
Security System and Equipment
Central Vacuum System
Plumbing Fixtures
Lighting Fixtures and Ceiling Fans
Water Systems including
Softeners /Filtration
Created on June 2009
SUBSTANTIAL IMPROVEMENT / DAMAGE LIST
(NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE)
ALSO:
All Labor and other Costs associated with
Demolition, Removing, Replacing,
Installing Building or Altering Building
Components
Construction Management / Supervision
Overhead and Profit
Equivalent cost for:
Donated Materials
Volunteer Labor (including owners and
friends)
Any Improvements Beyond Pre - damaged
Condition, including;
Utility Upgrades
Code Upgrades
ITEMS TO BE EXCLUDED
Plans and Specifications
Survey Costs
Elevation Certificate Costs
Permit fees
Debris Removal
Items not considered to be REAL Property
Rugs, Furniture, Refrigerator,
Appliances not Built -in
Outside Improvements, Including;
Landscaping
Sidewalks
Patios
Fences
Yard lights
Sheds
Gazebos
Irrigation
Pool
PROPOSAL SUBMITTED TO:
NAME VI \ f Rittt. WAEcIA4 - e. -
STREET (O43 ie 98 sr
CITY MIA• ii Shores
STATE . . ZIP CODE 3313 I1
TELEPHONE (3os) 86S- 7715
(3os) 308-0005
SCOPE OF WORK 'RE —Roof 3,800 41 '
108 LOCATION t04314E9R sr T' te" `
IRE - ROOF o NEW ROOF o REPAIR
+ef Take off existing roof down to workable surface, and dispose of debris.
( up to ALL lineal feet of roof rotten wood included in contract price. Any sheathing exceeding the allowed amount Will
be charged $ ry /A per lineal foot additional. Fascia to be replaced at $ NA per lineal foot. Rafter ends to be repaired
at $ N/A per lineal foot,
install cvE Layer of +3016.. asphalt saturated base sheet mechanically fastened/loose -laid.
ti "All sail stacks /plumbing pipes protruding through the roof shall receive new covers.
rta''Insta {I new 26724' gauge ga{ anized riietalspn overdrips, valleys and gravel stops and metals.
o Install new fiberglass shingles, fungus resistant for years, color to be owners choice.
*distal! stall one layer of #90 surface slate set in hot asphalt.
fk ite attached o Mechanically Foam Adhesive o Mortar
ne r #75!#43 base sheet C• aa racreot-y)
" Cz) layers of fiberglass ip felt set in hot asphalt CST Roar coL.y)
1nstail one layer of, surface sheet o Ruberoid/Modified top cap p PiY
(f.- r- iz o 006Y) v Insulation OA �
o Paint aluminium on surface for sun reflection.
V (I 2}?wnic year(s) contractor warranty on labor, manufacturer warrants materials.
lil
Date of acceptance:
Representative Signature
Acceptance of Proposal and the above pri
Accepted by:
Moonlight Roofing Inc
cc.132figto
Orlando Nunez
Roofing Contractor
786- 317 -2178
moonliglrt.roofing botmail.com
Owner's Signature
All materials is guaranteed to be specified, and the above work to be performed in accordance to specifications submitted. Work shall
be completed in substantial workmanlike manner for the sum of $ 2 2, 500, p- , with payments made as follows:
2. 94 I" @ acceptance of proposal/contract.
57000 °'° @ start-up and mobilization. (0 204 044 4 )
. 15
000 @ tin cap inspection approval.
/ 000. =° @ #90 dry-in inspection approval.
,5. 000. °-° @ Final inspection approval / Job completion.
NOTICE TO THE OWNER
YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO THE THIRD BUSINESS DAY AFTER THE
DATE OF THE TRANSACTION:
SEE ATTACHED NOTE OF CANCELLATION FORM FOR EXPLANATION OF THIS RIGHT.
CONTRACTOR MAY HAVE LIEN ENFORCED AGAINST THE PROPERTY.
CONTRACTOR WILL SUE ESCROW OR POST BOND DOWNPAYMENT, ADVANCES, AND ANY PAYMENT RECEIVED PRIOIR TO SUBSTANTIAL
COMPLETION OF THE WORK.
All matadai is guaranteed to be as specified. AU work Is to be compieted in a worionanfke manner according to standard practices. Any alteration, deviation or addition firm the above MI
involve extra cost and will be executed only upon written work order from the owner. and you must cony fire, tornado, and other necessary Msurenoe for the above work (right or subrogation
waived). WewW provkde Public Ltabfty insurance. You, the owner, will be responsible for legal expenses that rimy occur or emerge in case of litigation or dispute over any aspect of this
contract.
ACCEPTANCE OF PROPOSAL
1, the owner, understand that -upon endorsement by Contractor, the proposal will be considered accepted and become binding on Contractor and Owner
under the terms and agreements as outline In the proposal.
1 consider the above pries, specifications and conditions satisfactory. t hereby accept the proposal... ,, = Contractor, _ , thorize
specified. Payment will be made as outline above. Alt amounts witi accrue a 1% interest per mo
3 --1/
tg do the work as
Owner's Signature
ns and conditions must be approved by Contractor's endorsement below:
Date: