RF-13-2843Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 204834 Permit Number: RF -12 -13 -2843
Scheduled Inspection Date: February 12, 2014
Inspector: Rodriguez, Jorge
Owner: JANETTE O'HARE REM, HELEN H
n'uwo' r c
Job Address: 1158 NE 99 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: AFFORDABLE ROOFTEC, INC
6miaing uepanment comments
TILE RE- ROOF INSTALL TILE OVER HOT MOPPED 90#
ASTM AND TIN CAP 30# ASTM COLOR THRU TILE CASA
GRANDE
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile
Phone Number
Parcel Number
INSPECTOR COMMENTS False
1132050180130
Phone: (954)962 -9670
February 11, 2014 For Inspections please call: (305)762 -4949 Page 8 of 39
Inspector Comments
Passed I
Failed
Correction
Needed ❑
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
February 11, 2014 For Inspections please call: (305)762 -4949 Page 8 of 39
RE: Permit # RF. i g - [-3 A45
INSPECTION AFFIDAVIT
iami hores Wages- ---
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
DATE:
1 M i o ri ka M. M a I i n etescu licensed as a (n) Contractor / Engineer / Architect,
(Print naive and circle License Type) FS 468 Building Inspector
License #: CCC057535 - - -- -
On or about I did personally inspect the roof deck nailing and
(Date & time)
Secondary water barrier work at 1158 N.E. 99tH ST. MIAMI SHORES, FL. 33138
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
State of Florida
County of Dade:
The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property
mentioned.
Sweet to and subscribed before me this V' day of
Notary Public, Sate of Florida at Large B.M. Gentile 40-13mded -- B ti,.�
W CO WWSSION # FF 028450
Ttn iVoSeptember under
'General, Building, Residential, or RoW1q Contractors or any individual c:ertilied under 488 F.S. to make such an inspection. Include photographs of each plane of the roof with
permit # and address # dearly shown marked on the deck for each inspection
Revised on 5121/2009 'j'l,
February 10, 2014
To: Miami Shores Village
Building Department
10050 NE 2nd Avenue
Miami Shores, FL 33138
T
tt.s
Engineering & Testing Co.
7450 GMn Road, Suite 140, Davie, FL 33314
Phone. (954)581 -7115, Fax. (954)581 -2415
www.cebb.net
Roof Tile Uplift Test Report
Test Date:
February 10, 2014
Permit #:
13 -2843
Address:
O'Hare Residence
1158 NE 99t` Street, Miami Shores, FL
Contractor.
Affordable Rooftec
Roof Pitch:
3:12
Attachment method:
3M Pol Pro AH 160
Tile Type:
Boral Villa 900 Roof Tile
Device Used:
"IMADA DPS 110" force gauge (Serial # 15 5879)
Total Sloped Roof Area:
24.15 squares
All Testing is in strict accordance with the Florida Building Code, 2010 Edition, High Velocity Hurricane Zone —
Testing Application Standard (TAS) 106.
Roof Area: 24.15 squares
Total Number of Tests
Number of tests Passed
% Passed
Field Area (1): 11.15 squares
14 (T41 -T54)
14
100%
Perimeter Area 2): 13.00 squares
13 3 -T40
18
1000/0
No. of Corner Areas (3): 10
10 1 -T10)
10
100%
Rid e/Hi Areas: 137 pcs
12 (Tl 1 -T22 )
12
1000/0
Based upon the field tests, I certify that 100% of the static uplift tests "PASSED" the testing criteria of 35.0 If load,
and meets the attachment resistance for adhesive Set Systems, as specified in the NOA.
Should you have any questions regarding the above, or if require additional information, please do not hesitate to
contact this office.
Sincerely,
CeBB Engineering & Testing Co.
(NOA 13- 0919.02. revises NOA 08- 0924.12)
02/10/2014 "
f..
Eduard Bli� P.E.
Fla. Reg. No.. P.E.
For The Firm
Cc: Affordable Rooftec
Enc. Location Sketch
Calibration Certificate
16, IT,
�+
a�
4b ��
154 75-�
Legend:
41 -54 Field tests
23-40 Perimeter tests
1 -10 Corner tests
11 -22 Ridge Tests
TAS 106
TESTS LOCATION SKETCH
Permit # 13 -2843
O'Hare Residence
1158 NE 99t' Street,
Miami Shores, FL
Engineering & Testing Co.
7450 Grlfn Road, Suite 140, Davie, FL 33314
Phone. (954)581 -7115, Fax. (954)581 -2415
www.cobb.net
HANDLIFT RESULTS: Passed the protocol criteria of less than 3% loose. We performed the up -lift test.
T — Tested tiles and Passed;
Total Area: 24.15 squares No. of tested Tiles:
F — Tested tiles and Failed;
- Field Area (1): 11.25 squares - Field Area: 8
M — Missing Tiles;
- Perimeter Area (2): 13.00 squares - Perimeter Area: 12
B — Broken Tiles;
- No. of Corner area (3): 10 - Comer areas: 4
- Ridge/hip areas: 137 pcs - Ridge/Hip areas: 9
16, IT,
�+
a�
4b ��
154 75-�
Legend:
41 -54 Field tests
23-40 Perimeter tests
1 -10 Corner tests
11 -22 Ridge Tests
TAS 106
TESTS LOCATION SKETCH
Permit # 13 -2843
O'Hare Residence
1158 NE 99t' Street,
Miami Shores, FL
Engineering & Testing Co.
7450 Gnffn Road, Suite 140, Davie, FL 33314
Phone. (954)581 -7115, Fax. (954)581 -2415
www.cebb.net
QC MetaHu i al, Inc.
Testing & Consulting Services
CEEB Corporation
P.Q. No. Verbal
CAi TBRATION CFRTEnCATF
Imada Digital Force Gauge
Range 0 -50 kg. Accuracy f 1.5 % @ Full Scale
Serial No. 155879
Standard In kg. Instrument Reads in
0 kg 0
10C
20 C
40 C
60 C
80 C
100C
10T
20 T
40 T
60 T
80 T
100 T
Scale is witbin f 1.5% at full scale
9.9
19.9
39.9
599
80.0
100.2
-9.9
-19.9
-39.3
-59.3
-79.9
-100.3
January 14, 2014
QCM Job No. 14AM 29
r
CahbmW with Insuon ToWa MwImm, Load Cck SIN 936, QCM414, 2 pieces. Range 0-1000 Lb. e.
Awnwy at t1.0%m N.I.S.T.0 Cert. 9RP1004200009. Dam V9)2012 VW0 1 3.
Calibrated I.A.W. ANSYNCSLZ540.1
The accuracy and calibration of this instrument are traceable to the National Institute of
Standards & Technology and are guaranteed to meet published specifications.
Date Calibrated 1114/2014 � � - --
Date Due 1/14/2015 Kevin Grate _
Q. C. Metallurgical, Inc.
2870 Stirling Road * Hollywood, Fl. 33020 -1199 * (954) 88940089 a Fax (954) 362 -5742
E -mail: fgrate@gcmet.com
BUILDING
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
�5`U ,y,o� . FBC 20
Permit No.
PERMIT APPLICATION
Permit Type:
JOB ADDRESS:
WELDING
1158 N.E. 99 ST.
Master Permit No. l" 13— o23 4/-3
OOFING
City: Miami Shores County: Miami Dade Zip: 33138
Folio/ParceW 11 -3205- 018 -0130
Is the Building Historically Designated: Yes NO , Flood Zone:
OWNER: Name (Fee Simple Titleholder): Helen O'Hare & Janette O'Hare Phone* _954-8&1.74114
Address: 1158 N.E. 99 St.
City: Miami Shores State: Fl. Zip. 33138.2641
Tenant/Lessee Name: Phone#
Email:
CONTRACTOR: Company Name: Affordable Rooftec, Inc Phone#: 954.962.9670
Address: 2117 S.W. 57 Ave
City: West Park State: Fl. Zip. 33023
Qualifier Name: Miorika M. Malinetescu Phone#:
State Certification or Registration #: CCC057535 Certificate of Competency #. _
Contact Phone#: 954.962.9670 Email Address: affordable inc@belisouth.net
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ 14,560.00 Square/I.inear Footage of Work.. 2,415'
Type of Work: OAddition Alteration ONew ❑Repair/Replace C7Demolition
Description of Work: Tile Reroof. Install tile over hot mopped, 90# Astm and Tin Cap_30# Astm.
.V
Submittal Fee $ 4G)-0()'
Permit Fee $
Scanning Fee $
CCF $ CO /CC $
Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ , W
Bonding Company *s Name (if applicable)
Bonding Coi'ttpany,'s Address
City State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
a' ° N
State
zip
Application is. hefty 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 XOR 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.
ignature 9
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this
day of ,� > 20 .ILLaa, by-T KE
who ill personally known to me or who has°produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign: 1, JfA ,.�-�-1 -x4t
Print: J .�
My Commission Expires:
APPROVED BY
B. R OEN'11LE
MY COMMISSION Ii FF 0280
EXPIRES: September 24, 2017
Bonded Thru Notary PAS Undemita e
The foregoing instrument was acknowledged before me this tv
day of 20.0y by
who is personally known to me or who has produced
as identification and who did take an oath.
64 11 Plans Examiner
NOTARY PUBLIC:
A /
My Commission Expires:
B. R GBMLE
Bond ed Thru Notary Punic Underartiters
Zoning
Structural Review Clerk
(Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09)
0
u
ALL CONTRACTORS MUST PROVIDE COPIES OF
SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE
A. X
COPY OF QUALIFIER'S STATE LIC CARD
B. X
COPY OF LOCAL BUSINESS TAX RECEIPT
C. X
COPY OF LIABILITY INSURANCE CE( RTIFIC,
D. X
COPY OF WORKERS COMPENSATION (En
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
ON FORM
CES AND INSURANCES EACH TIME A PERMIT IS
YOUR INFORMATION FOR A $30.00 FEE PER YEAR.
A. COPY OF CERTIFICE OF COMPETENCY OF QUA LIFIER
B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT
C. COPY OF LIABILITY INSURACE CERTIFICATE H LDER MUST BE MIAMI SHORT
D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION
MIAMI SHORES VIL GE BLDG DEPT
10050 NE ND AVE
MIAMI SHORE $, FL 33138
■ rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr�rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr�
BUSINESS NAME: Affordable Rooftec, Inc
BUSINESS ADDRESS: 2117 S.W. 57 Ave
STATE FI - . ZIP CODE 33023
BUSINESS PHONE: 9( � 962 -9670 FAX
CELL PHONE (9 ) 931.8458 QUALIFIER'S
QUALIFIER'S LIC NUMBER: CCCO57535
E -MAIL ADDRESS OF APPLICABLE): affordable_i
Created on 3119109 BY NOV / RV 322 NLOV
West Park
R 9( 54 1518 -0075
Miorika M. Malinetescu
.net
AU# blb;�b�d b I A I t: U1- t- LUKIUA
DEPARTMENT OF AND PROFESSIONAL R!
B.Oi
SEQ#LI2061400744
KEN LAWSON
SECRETARY
115 S. Andrews Ave., Rm. A -100, rt. Lauderdale, FL 33301-1895 — 954831-4000
VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014
Business NDa BA: AFFORDABLE ROOFTEC INC
me:
11
ReMlpt #- -R1 00 85 RNG35KEET METAL
Busln"S Type: (ROOFING' CONTR)
Owner Name: NIORIKA MONICA mALINETZscu Business Opened:11/06/1998
BUSIneSS Location: 2117 SW 57 AVE State/County/CertReg:CCC057535
WEST PARK Exemption Code:
Business Phone: 954-456-0217
Rooms Seats: Employees 11111achiries Professionals
3
fWnh,
kh"nhar nf ?Jkaehinm-
Vandina Tvne. -
Tax Amount
Transfer Fee
NSF Fee
Penalty
Prior Years
C011wWrl Cost
Total Paid
27.00
0.00
, I r , . .:r 0:00
:, - 1 0.90
0.00
1 0.001
27.00
THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS
THIS BECOMES A TAX RECEIPT This tax Is levied for the privilege of doing business within Broward County and is
non-regulatory in nature. You must meet all County and/or Municipality planning
WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when
the business Is sold, business name has changed or you have moved the
business location. This receipt does not indicate that the business is legal or that
it is in compliance with State or local laws and regulations.
Mailing Address:
MIORIKA MONICA MALINETESCU
2117 SW 57 AVE
HOLLYWOOD', FL 33023
2013 .2014
Receipt #0IA-12-00011306
Paid 08/12/2013 27.00
i
CERTIFICATE OF LIABILITY MURANCE
URTIRMTS IS ISSUED AR A MAI rmrc ur mrvFm... �w..w.�....... __•.. —� - -- - - - -- - - -
AFFIRMATIVI&T OR NEGATIVELY AWIEWs EXTEND OR ALTf:R TIg COVERAGE AFFORDED BY THE POLICIES BELOW. TIC CER1YfgCATE Oft
IRANCB OOES NOT CONSTITUTE A CONTRACT BETWEEN TW ISSIIBIit6 WSURER(S?. At1YHOR'MD REPRMWATM OR PRA AND THE
7C
IT: R a1a tariSiaata ham Is an AosrriONaL IIWuR®. the t>ONCY (iea) moat be Snaareed. if BUBROQATiON 19 WAIVED, OVISINA 18rina
of the panty. oamm poIiat" IM mwlti an endorsement. A etat9aWSnt an thk =AmCate dwo nag comer rights to the Wfli leaQa haldw In lieu Of
1WiCRUM WSURANCE AGEtCy. VC
S. frIIS801IRI AVE.
ARWATER FL 33756
IOW t- e0t1.2T/ -7=
S MISWURI AVENUE
TmS W- TbCERfa'Y TMAT TPN SCI® yr
NOTW11 WANDUiiti ANY REMOROMI NT. TORN OR CONOMW OP ANY CONTRACTOR OTHER OOCI R@SPECT TO VOUCH TKW GgRWGATE WAY IM ISSUED OR MAY
pERTA01. Ta DURMARGE AFFORDED BY THE POLNM DESCRIBED 119REb113 SUBMT TO ALL TWTOOL EXCLUSHMAND CO*WfW Y8 OF SUCH FOLWIUL LOtrrS SKOT/N
MAY NAVE OM O MCEO OT PAID OLAIII
Troaase a► e> 1 wars
son
Op
A
I WA
vjIm3IIl, 1 woma I 1N/2014
Iv«oem1
tooftaftm
gQOFOVTJNT rot1®r►pP+u®aiYer.S.a�snSwww. +mow.,.....,...... _..�.�.... -.— _.-- .._ - --
We 0311812007. COVERAGE IS i'OR 10% OF THE WKOYEIES OF FR/WKCRUM LEASED 10 AFFORDABLE ROOFTEC. INC (WENTI FOR VIHOM THE
IS REPORTbiG HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES-
MI MI SHORES VILLAGE BLDG DEPT.
10050 N.E. 2ND AVE•
MtAMI SHORES. FL 33198
ACORD 26120/0ta9)
OF 711E ABOW DINCINISM POUOIES 05 CANOWAAM B&M
ION DAIS 7MERE0➢, NOTICEWILL BE DEWEREO IN
imm THE PDLICV PROYMONS.
saw xerRe�ra7lre
TIm ACORD name ow ious an mg1m nd malt W ACORD
6 7961 -Ea111 ACORO CORPORATtOK AtI Hphb roMP" .
OEE- 12- 2013(THU) 15 :20 FED U50 RETRIL CORPORRTE (FRX)9545890488 P.001 /001
CERTIFICATE OF LIABILITY INSURANCE
1211?:J13
iE IS ISSUED AS A MATTER MtPORMATION ONLY AND C NO �A om UPON THE 111ATL HOLDER. f
CERMCM DOES NOT AMAMATWELY OR NEOAT WELT I MMA EXTEND OR ALTER THE CO1l 409 AFFORDED BY THE POLICIES
BELOW. TW CEMICATE OF MURANCE DOES NOT CONFFI1UT6 A COWRACT BETUVON THE MSUNG WURgSj. AUyt==
REPaESl WATNE OR PRODUCER, AND THE CERYMCATE HOLDEI L
IAA . 0ow commie mw Isa ill owim. the poi 4iii roust be eaaommL n Tai lsVW lBn, suWteec to
the tannsmW carldmo nsefum po ey. com Widen my mqtft an elift AMWmaen U&gotMcaft does no =nfer ft we, to, no
earth holes in ffam ormrel►arulorsem�gs}.
nnarowsen
Fed USA Red. M& (834? 4048472 �
19M E Hagan M Bch Bud Me 806 AM -
HaA ndde Bowl% FLSNXM
Pharr ES 4t*W2 aP��e alga
Pit [ 884.Q48t3 A : tsmu i+yd M ttb Ift Co 2M
s:• �8r�tva 10103 Afimd" RtaMcr ft. 10103
2117 SW S78r Pom c: -
Vftd Pmk, FL 3=
MIN
■
■
r
�
i Eno •. ;, ,y. '
oPt>�rAta»rr.�a►'r�sierve�m.� �
AA�mI ft= VMR8$ swkb9 0"ibrWo
10050 NE 2nd aVW=
mirw ihfflm� FL Mm
ACM26 8818" OF •
r
...r..r,.y .
Immroi1$ 1 11121=4
Rya add, Mmmo rypevts rwJ�►aa1
ramsm i
ADV S 304.0.00 _
s 1. omw
POMP
s •'
NUE LM 10QtXA7.�
ff P-PUMVi s
ntP��a�s} s •- ...
s
8 s
S
a
�,r a
.r► MMAW a
- PO=uwr s
CANCELLATION _.
sHC=AW tP TtMA809BO D PCLMM 88 BEFORE
TNB 87�IRA7WMl IUiTE', P■7iQH Vt'4.L � 08LNBtiED INt • -•
WTH WM POLICY PROVM0W
A�RQ&a REi:I'INtYH
■ "ACM CORPORATION. AR rhtds tfmarved.
The ACORD n■ne oral Logo Are d nePricq o1ACM
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
DECEMBER 23, 2013
Permit No: RF13 -2843
Building Critique Review
1. Section D is incomplete, provide minimum design pressures.
2. Section E, Provide calculations based on method 1.
3. Miami Shores Village requires the tiles to be color through.
Ismael Naranjo
Building Official
Plan review Is not complete, when all Items above are corrected, we will do a complete
plan review.
If any sheets are voided, replace them with new revised sheets and place behind the most
current page.
IE51P CERTIFICATE OF LIABILITY INSURANCE I um
12130h013
THIS - CERTIFICATE I8 ISSUED AS MAIM OF IINF0R00ATI0N ONLY AND CONFERS NO Rti#I78 UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES
NOT AFFIRMATIV&Y OR NEGATIV&Y Ate, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. TI-1118 CERTIFICATE OF
INSURANCE DOES NOT CONSTITUTE A CONTRACT BETVf1EEN THE W=NG 111115UREMSj. AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE
CERTIFICATE HOLDER,
IMPORTANT K the cwNHaaie hoMw is an ADDITIONAL INSURED, the policy (I" must be eruiore®d. If SUBROGATION N SrWAIVED
Conditions of the . gabled to Nm terms and
pocky, certain policlEey require an enderaemenL A statement on tills certiflceta & not confer Hghts to the cer8flcais hohier In Ilea of such
wfik a 1- 8W2T7 -18M X48W M. 727- 79T4M —�
FRANKCRUM INSURANCE AGENCY. INC. --
100 S. MISSOURI AVE. WNFOWAFFORDINGOOVERAQU
CLEARWATER FL 33756 FRANK WINSTON CRUM INSURANCE CO.
Rcmm 1-WO- 277 -1620 8 �
S MISSOURI AVENUE
NOTMHSTARMOANYRr BrT, TI NAOItlOMtrWOFANYCMTRACTOROTItERDOgI!® BNTYa7H �E CTTD1AWO 'HTH'fRtT�TENAYBEMsMORMAY
PERTAIN, THE IHBURANCE AFFDRDED BYTHE POLICIES DESCFAMHOMMSUBJWrTOALL THE TOM% EXCLUMONSAND COMPM OF SUt.Y1 MOM LWM SHMM
MAYHAVR BEEN REDUCED BY PAID CLAM&
i TMOP aami sum �> r POLMEF PGjkjVWW
-. senor fiaLmhFrwm m..xxw, I Lum
A
WCM400000
ml
c�vATE
111@014 ItIPM16
'I'VE 0 311 812 0 0 7, COVERAGE IS FOR 100% OF THE EMPLOYEES OF FRANKCRUIII LEASED TO AFFORDABLE ROOFTEC, INC. (CLIENT) FOR WHOM THE
IS REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT [S M34DED TO STATUTORY EMPLOYEES.
MIAMI SHORES VILLAGE SLOG. DEPT:
10050 N.E. 2ND AVE.
MIAMI SHORES, FL 33138
ULD ANY OF THE ABOVE DESCRIBED P0LtM 13E 88:0n
fJtPMMON DATE THEREOF. N0TICEIABLL Be DELNERED IN
®1988-MO ACORD CORPORAT10L AD dglft reserved.
ACORD ze 1M�1 1fiaACORD nm►m � �o ere re0x&red mmte3 orACORD
r�
SUBSTANTIAL IMPROVEMENT
OR SUBSTANTIAL DAMAGE
APPLICATION FOR SUBSTANTIAL DAMAGE
OR SUBSTANTIAL IMPROVEMENT REVIEW
Property Address: �^
/fs _ �AIL 9 �f ,' Gt s5 -a (
1-:Z 3313 f
Property Owner's Name:
C tee_ Y/
Property Owner's Address:
Ate: ;i r /2-0 mv 106 4vc
Property Owner's Phone Number:
Contractor's Name:
Contractor's
Address: )- /17 S 60 7v
/%nn+rft^inr'c Dk— AL —k—
�5 -y —q6Z Y& 7e)
Flood Zone BFE Lowest Floor Elevation
(Excluding garage or carport)
Check one of the following:
[ ] I am attaching a State Certified Appraiser's report, valuing the structure at:
rid ,'k P'''e!
336-2 6
I am not attaching a State Certified Appraiser's report and I accept the use of the valuation of
by ropdrty that has been recorded by the County Property Appraiser's Office.
SIGNATURES:
Date: / -1c,, /� 3
Date: i9l- 06 o j�_
Property Search - Report
MIAMI-DADE COUNTY PROPERTY APPRAISER
Carlos Lopez-Caniera
PROPERTY
Disclaimer:
Page 1 of 1
AN Aerial Photography 2012
Taxable Value Information:
Property Information:
Year
Folio
11- 3205 - 018 -0130
2012
Property Address
1158 NE 99 ST
Exemption/
Taxable
Owner Names)
HELEN H O'HARE LE
JANETTE O'HARE REM
Mailing Address
1158 NE 99 ST
MIAMI SHORES FL 33138 -2641
School Board
Primary Zone
1100 SGL FAMILY - 2301 -2500 SQ
$25,000/$160,382
Use Code
0101 RESIDENTIAL - SINGLE
FAMILY: 1 UNIT
$50,500/$138,033
Beds/Batha/Half
311/0
Floors
1
Sale Information:
Living Units
1
Date
Adj. Sq. Footage
1,748
Qualification Code
Lot Size
10,400 SOFT
15721 -2050 1
Year Built
1947
Full Legal Description
REV PL MIAMI SHORES SEC 8
PB 43-69
LOT 4 BLK 179
LOT SIZE IRREGULAR
OR 15721- 20501192 4
Assessment Information:
Year
2013
2012
Land Value
$18%a-89
$180,972
Building Value
$121,477
7 $140,356
Market Value
$310,866
$321,328
Assessed Value
$188,533
$185,382
Benefits Information:
Benefit
Type
2013
2012
Save Our
Homes
Assessment
Reduction
$122,333
$135,946
Homestead
Exemption
$25,000
$25,000
Second
Homestead
Exemption
$25,000
$25,000
V1111dow
Exemption
$500
$0
Note: not all benefits are applicable to all Taxable Values (is County,
School Board, City, Regional).
Disclaimer:
Page 1 of 1
AN Aerial Photography 2012
Taxable Value Information:
Year
2013
2012
Exemption/
Taxable
Exemption/
Taxable
County
$50,500/$138,033
$50,000/$135,382
School Board
$25,5001$163,033
$25,000/$160,382
City
$50,500/$138,033
$50,000/$135,382
Regional
$50,500 /$138,033
$50,000/$135,382
Sale Information:
Date
Amount
I OR Book -Page I
Qualification Code
11/01/1992 1
$01
15721 -2050 1
Qual by exam of deed
The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS
positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this
website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade
County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or
action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at
http:/hvww.miamidade.gov/infh/disclaimer.asp.
Property information inquiries, comments, and suggestions email: pawebmail@miamidade.gov
GIS inquiries, comments, and suggestions email: gis@miamidade.gov
Generated on: Mon Dec 30 2013
http: / /gisweb.miamidade. gov /PropertySearch /printMap.htm 12/30/2013
SUBSTANTIAL IMPROVEMENT
OR SUBSTANTIAL DAMAGE
PROPERTY OWNER'S
SUBSTANTIAL DAMAGE OR
SUBSTANTIAL IMPROVEMENT AFFIDAVIT
Property Address: �
�'f
+ /c �L_S 1—k :x,31.) J0
Contractor's Name:
Property Owner's Name.
Property Owner's Address: 21,26 .1QW
Owner's Phone
!a -BRUT
d
I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or
Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject
structure including all additions, improvements and repairs and, if the work is the result of Substantial
Damage, this work will return the structure at least to the "before damage" condition and bring the
structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any
repairs or perform any work on the subject structure other than what has been included in the attached
list.
I UNDERSTAND THAT 1 AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES,
IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE
REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE
APPROVED BUILDING PLANS.
See attached itemized list.
STATE OF "—CX-CA 17 Cs
COUNTY OF Mx 4+'+^ t o i-,)A 0
Before me this day personally appeared a Aw,&- 'Ziff- C��i , who, being
duly sworn, deposes and says that he /she has read, understands, and agrees to comply with all the
aforementio on
Property O ner's ignature \����` "���'�� "'�� %�,,
Sworn t and subscribed before me this day of , 20, Ar���is�''' %,
Notary Public Sfa te o = /' X C
My commission expires
ZZ
12/30/2013 10:08 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES IMO08/009
SUBSTANTIAL IMPROVEMENT
OR SUBSTANTIAL DAMAGE
CONTRACTOR'S
SUBSTANTIAL_ DAMAGE OR
SUBSTANTIAL IMPROVEMENT AFFIDAVIT
Prooerly Addre -ss: 4
11&2 9. E- I M ;AYK,t
contractor's Name V -. „• %
GQntrac:tcyr Company Name*. ►�Tl`- 'tJ� _ 1-/y0—
Contractor's Address � 119- S - �' �T aw-
Contractor *s Phone Number.
Contractor's State Registration or4;e44W-xioa Number. PC
Contractors We Regfslratron Number (if applicable): ��_M Aug F m c-Gk.1
i hereby St1est that 1, Of a membet of my staff, personally inspected the subject property and produced
the attached itemized list of repairs. reconstruction and /or remodeling which are hereby submitted for a
Substantial Damage or Substantial improvement Review. The list of work contains ALL OF THE WORK
TO BE CONDUCTED cm the subject property It the property sustained Substantial Damage, this list of
Work. will return the structure to at least its condition prior to dam�igc and bring the structure into
compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed
for the subject budding are included in this estimate and that neither I nor any subcontractor or agent
represerttinq nee will make any repairs or perform env work on the Subject Structure other than what has
been inrJuded to the attached list.
I UNDERSTAND THAT i AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES,
IF ANY INSPECTION OF THE PROPERTY REVEALS THAT 1, OR MY CONTRACTOR, HAVE MApE
REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE
APPROVED BUILDING PLANS.
Scc altar hod ;Iemlzcd list.
STATE OF " Q K—t
COUNTY OF _
aefore me this day personally appeared 01,11 ho. being
duly sworn, deposes 8 Says that he/She has read, and rs ands, and agrees to comply with all the
�Ianjractcir*, ag f.
Swiorn to and subsctibeci beforc me this day of _ D
2i 0
Notary Public State, of:
My commission expires:
B. M. t3WLE
MY COWASSICN # 1` 028450
EXPIRES: September 24, 2017
1k Bonded Tiuu ?Mary Pubye Umiemom
f
Application
Cost Estimate of -Reconstruction / Impr 4ovv
I F 1 15 /2�Q43 Date '
This cost estimate of reconstruction/improvement must be prepared by and signed by the
contractor or by the owner if the owner acts as the contractor. Owners who act as their own
contractors must estimate their labor cost at the current market value for any work they intend to
perform.
Sub - Contractor Bids
Contractor or Owne
Estimates _
Bid Amounts (see note "D ")
Material
costs
1. Masonry
2. Carpentry Material (rough)
3. Carpentry Labor (rough)
aq Roofing
5. Insulation and Weather -strip
6. Exterior Finish (stucco)
7. Doors, Windows & Shutters
8. Lumber Finish
9. Hardware
10. Drywall
11. Cabinets (Built-in)
12. Floor Covering
13. Plumbing
14. Showerfrub/Toilet
15. Electrical & Light Fixtures
16. Concrete
17. Built-in Appliances
18. HVAC
19. Paint
20. Demolition & Removal
21. Overhead & Profit
Labor Costs
LAW W46M --h-1- —fl. Fbebwd Me
Pal W000
PleawlOws, MJRAAS 150
cc
ROOFTYPE
Type: N
Refto** D Recambg p Rep.&
u
3 w SYSTM RRMRMATIM
■
gVW" an I
wwMMhM&d
0 71W.7
Samoa
mSwvS:::!=! .... ----------- kr:lvs
w
0
' t
Florida Bung Code 2010 Ern
Hkb
Velocity NwTkne Zone UnWonn Perim APPI on Fong
MoMon D (Stm Qbmd mm..)
�1
Minimum Design WInd presMV% IfAWICable (From RAS 127 cw Cet�o
_ ! Modwd of too
tzogSro".
S r.
Deft rte:
q
1
.1.17)
M -
f
f �Mlp q R rdo mol
Roof :
12
o Veetlleffion?
No= Roof He
FWMa Bu WkW Code 2010 Edition
High Velocity Hurricane Zone Uniform Penult Am
won E Mle mat_ M
Mwmrd Canty be mad in =Wmwm wftamt of =mum zw BYSUM =ftrud by fte
Baud +ef Adis aut Apps.
For UP'* I *sed tie WOMS Um Mcffied I Co®pamd ag valor for r whit fife
vahm for "- If the r vab" wo der tm or eql to tie I& vaum for eR&
area•of Se roK am the tip SURChMM ndkod Is
i: : Me�tod 3 "OpiB Baal Tie C Per RAS 127"
tr
{p2: I L* ffi I WS ®�-� w: I C9B �r a F2: NOAF'
(p3 • zl a z w! _ _ �! zeds 8: a r NOA P
Fre s: NOA I
AVomit Md a -e z ice- (— ' -mmtes z n �$ iEdl
-a VON :u3 a :QTY i�- {" -ai8� Z o i�Z •�jj�
AVON MA ffi :g e�f z :� -� � :e► z � :� Y : =d3
"inM ou pam undf6 9 P9qM i
vpppbm i
qp�� At q � �g � sM aB vM 7I Mf P' 8.f' n
qM Bo O 08 JO UM aM OUPA j S* ja im =u
i
vpamv Pw =$3a pma fil"Do PJBAMM
W#AI alp dQag vqVAHopuBEeq VnKw
At I At I ag I At I at
iK you moHemZ mom (Wwuwmppmm PLvdwg
f�� r►° �t� �. i
Iq qPGt`PWG*SgWMZ%`
o#► `Z jw I 1i Q qP Vmq JwA
IDWMddV:Vumd uu*Mun NwZ um*Wnw AWQPA OOH
$iLOZ 9'0 Nd uopJp3 oloz *s ftWon8 eWoW
Florida Bu lding Code 2010 Edition
High Velocity Hurricane Zone Uniform permit Application Form
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
ATTACHMENTS REQUIREn•
ptwc i a Sim ID won
Derrerai �m, gaSons
ApRlWtbl® WWI Drawings
•r.ns Ate' Chapter 16, 1f APAlicabie, RAS 127 or
ETAS 728
owner's Notification Form 07
u4ap
-Delivering Excelipue Every Day° SECTION 1524
HIGH VELOCITY HURRICANE ZONES— REQUIRM OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of this section. The provisions of
Chapter 15 of the Florida Building Codo, Building govern the minimum requirements and standards of the
industry for roofing system installations. Additionally, the following items should be addressed as part of the
,agreement between the owner and the contractor. The owner's initial in the designated space indicates that the
item has been explained
1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purptose of providing that the roofing system meets the wind resistance and water intrusion
perfe mi once standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions.
Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed
as part of the agreement between the owner and the contractor.
2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
renaiied 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).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring
(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
P ewed 4. Exposed ceilings: Exposed; open beam ceilings are where the underside of the roof decking can be
fr om 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 owner provides the option of
maintaining this appearance.
5. Pondmg water: The current roof system and/or deck of the building may not drain well and may
guMsewiater to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a, professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original
roofing system is removed Ponding conditions should be corrected
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
gearloaded from a build up of water. Perimeter /edge walls or other roof extensions may black this discharge if
overflow scuppers (wall outlets) are not provided It maybe necessary to install overflow scuppers in accordance
with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
P7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
oriorf the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced Exception: Attic spaces, designed by a Florid- licensed engineer or registered architect to eliminate
the attic venting, venting shall not bg,required.
OwneeslAgenfs Signature:I
Contractors signature:
Property Address:
Date:
Permit Number:
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
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 Date: 3 Cv 7-0 1 22
10050 NE 21w Ave
Miami Shores, A 33138
Re: Owner's Name: Helen O'Hare
Property Address: 1158 N. E. 99 St.
Roofing Permit Number.
Dear Building Official:
1 Helen O'Hare certify that I am not required to retrofit the roof to wall connections of my
building because:
e The 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 edition of the Sou6 Florida Building Code (1994 SFBC)
State of Florida
County of Dade
Print Name
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this -day of
W Co MIBSIM 9 FFF 028450
EXPIRES: September 24, 2017
Notary Public, Sate of Florida at Large „ , B=w nm, Nfty PIW rs
• When the just valuadm of the structure for purpose of ad valorem tacadon is equal to or more ihan $3o0,tdlom, and the budding was not constructed with FBC nor a 1994
SFBC. Then you must provide a WWII app8cation iron a General Contractor for the Roof to Waft corneclion Hurricane MlOgadon.
Revisal on 512109
Miami�Dade My Home
My Home
Ifw 110
Stow Me:
Property Information v
Seamh By:
Select Item v
® Text only
Report Homestead Fraud
Lj Property Appraiser Tax Estimator
Property Appraiser Tax
Comparison
Sumrrla ► Details:
olt0 No.: 11- 3205-01& 130
r15S7NE S HO'HA REM
l� ST MIAMI S FL 1
Pro ert
:11, X70 Y
1
Luc:
01 - sinEnrrlAL-
Nt3LE FAMILY
1
loom:
nits:
ize:
0. FT
egal
SHO
B PB43� LOT4
179 LOT SIZE
RREC3ULAR OR 15721-
1192 4 OR 15721-
1192 01
't.
11 110 iffrj—"
�T
Y ' IPPI
�_NEEEM�i
:11, X70 Y
1
s-Mr- nrr.' -r:rr I
date: !i
D. Amaart
Ofit 5721 -2050
Pales ich are
uaMcdon MsWaMed as a result of
of the deed
View dddiona Sales
Page 1 of 1
ARM RwWgagft - 2012 0 1 111 it
My Home I Property Information I Property Taxes
I My Neighborhood I Property Appraiser
Home I Using Our Site I Phone Directory I Privacy I Disclalmer
if you experience tschnrcal difttauWes with the Property Information applicagon,
or wish to semi us your emments, questions or mWestions
Please mnaD tm at gis0- miamidademov.
Web Site
0 2002 Mme County.
AO rights reserved.
http://gisims2. co. miami- dade.fl.us/MyHome /propmap.asp
Legend
Properw
N Selected
Property
Street
%1! My
Miami -ode
counlY
Water
wake
S
12/12/2013
MUM MIAMI -DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMFAT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Roan 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
NOTICE OF ACCEPTANCE (NOA) WWW.mi MfA3d-eggv era
Bond Roofing LLC.
7575 Irvine Center Drive, Suite 100
Irvine, CA. 92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami Dade County PERA - Product Control Section 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 Section
(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. PERA reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section 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 of the Florida Building Code.
DESCRIPTION: Villa 900 Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This revises NOA# 11- 0713.02 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12- 0308.20
Expiration Date: 09/21/16
Approval Date: 06/21/12
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Mat_ Concrete
1. SCOPE
This renews a system using Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales,
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 by calculations in
compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done
as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Test
Product
ADVILcant
Dimensions Specifications
Deseriution
Monier Lifetile LLC Villa
1 =17" TAS 112
Low profile, interlocking, high pressure extruded
900
w= 13"
concrete roof file equipped with one nail hole and
'h" thick
double roll nibs. For direct deck or battened nail -
on, mortar or adhesive set applications.
Trim pieces
1= varies TAS 112
Accessory trim, concrete roof pieces for use at
w = varies
hips, rakes, ridges and valley terminations.
varying thickness
2.1 MANUFACTURING LOCATION
2.1.1. Lake Wales, FL.
2.2 EVIDENCE SUBMITTED
Test Aeency
Test Identifier
Test Name/Remrt Date
Nutting Engineers
13343.1
TAS 112 Apr. 2006
Redland Technologies
7161 -03
Static Uplift Testing Dec. 1991
Appendix III
TAS 102 & TAS 102(A)
Redland Technologies
7161 -03
Wind Tunnel Testing Dec. 1991
Appendix 1l
TAS 108 (Nail -On)
Redland Technologies
P0402 Withdrawal Resistance Testing of screw Sept. 1993
vs. smooth shank nails
The Center for Applied
94 -060B
Static Uplift Testing March, 1994
Engineering, Inc.
TAS 101 (Adhesive Set)
The Center for Applied
94-084
Static Uplift Testing May 1994
Engineering, Inc.
TAS 101 (Mortar Set)
Redland Technologies
P0631 -01
Wind Tunnel Testing July 1994
TAS 108 (Mortar Set)
NOA No.: 12- 0308.20
Cou Expiration Date: 09/21/16
s Approval Date: 06121/12
Page 2 of 7
21 EVIDENCE SUBMITTED
Test Agency Test Identifier
Redland Technologies Letter Dated Aug. 1, 1994
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation
Testing Services
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Project No. 307025
Test #MDC -76
25- 7183 -1
25- 7183 -2
25 -7214-2
25- 7214 -6
528454 -2 -1
520109 -2
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Test NameJRenort
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Driven Rain
TAS 100
Static Uplift Testing
TAS 102
(2 Quik Dnve Screws, Direct Deck)
Static Uplift Testing
TAS 102
(2 Quik :Drive Screws, Battens)
Static Uplift Testing
TAS 102
(1 Quik -Drive Screw, Direct Deck)
(1 Quik Drive Screw, Battens)
Static Uplift Testing
TAS 101
25 -7183
25 -7094
25 -7496
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
Aerodynamic Multipliers
Two Patty Adhesive Set System
Restoring Moment Due to Gravity
Date
Aug. 1994
Oct. 1994
Feb. 1995
Feb. 1995
March, 1995
Sep. 1.998
Dec. 1998
March 1995
February 1996
April 1996
December 1996
May 2006
April 1999
April 2006
_]hEl1M iADECOUN7Y
NOA No.: 12- 0308.20
APROVED1 Expiration Date: 09/21/16
Approval Date: 06/21112
Page 3 of 7
3.. I.Il WATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 , For mortar or adhesive set the applications, a static field uplift test shall be performed in accordance with
TAS 106.
33 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in
accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance
Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
4. INSTALLATION
4.1 Villa 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing
Application Standard RAS 11 S, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (1 x w)
Tile Profile
Weight W (lbfl
Length -1 (ft)
1
Width -w (ft)
Villa 900 Concrete Tile
10.94
1.425
1.08
Table 2: Aerodynamic Multipliers -;L (f e)
Tile
Profile
A. We)
Batten Appil cation
1
2, (f e)
Direct Deck Application
1
Villa 900 Concrete Tile
0.289
0.289
Table 3: Restoring Moments due to Gravity - Mg (ft4bf)
Tile
Profile
3 "Ar
C12"
5 ":12"
6 ":12"
7":12" or greater
Villa 900
Concrete Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
I Deck
Battens
Direct
Deck
6.79
7.70
6.73
7.62 1
6.63
7.51
6.50
1 7.37
1 6.36
7.21
NOA No.: 12-0308.20
FDaIMPROVED! Expiration Date: 09/21/16
Approval Date. 001/12
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -lbf)
for Nail -On Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
2 Flexible Products Company TileBond Average weight per patty 11.4 grams.
3Mn'" 2-Component Foam Roof Tile Adhesive AH460. Average weight per patty $ grams.
(min 15132" plywood)
(min. 19132" plywood)
54grams of PolyProTu.
Villa 900
2 -10d Ring Shank Nails
27.8
37.4
28.8
1 -10d Smooth or Screw
8.8
11.8
4.1
Concrete Tile
Shank Nail
2 -10d Smooth or Screw
16.4
21.9
7.1
Shank Nails
1 #8 Screw
25.8
25.8
22.9
2 #8 Screw
47.1
47.1
49.1
1 -10d Smooth or Screw
24.3
24.3
24.2
Shank Nail (Field Clip)
1 -10d Smooth or Screw
19.0
19.0
22.1
Shank Nail Eave Clip)
2 -10d Smooth or Screw
35.5
35.5
34.8
Shank Nails (Field Clip)
2 -10d Smooth or Screw
31.9
31.9
32.2
Shank Nails Eave Clip)
Table 5: Attachment Resistance Expressed as a Moment Mf (ft4bf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Villa 900 Concrete Tile
Adhesive
26.1
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 11.4 grams.
3Mn'" 2-Component Foam Roof Tile Adhesive AH460. Average weight per patty $ grams.
Table 6:
Attachment Resistance Expressed as a Moment - Mf (ft lbf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Villa 900 Concrete Tile
31VI 2- Component Foam Roof Tile Adhesive AH -160
86.61
31YI 2- Component Foam Roof Tile Adhesive AH -160
45.
3 Large paddy placement of
54grams of PolyProTu.
4 Medium paddy placement of 24arams of PolyProTm.
Table 8: Attachment Resistance Expressed as a Moment - Mf(ft4bf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Villa 900 Concrete Tile
Mortar Set
20.60
5 See specific mortar manufacturer's Notice of Acceptance tance
APPROVED
NOA No.: 12- 0308.20
Expiration Date: 49/21/16
Approval Date: 06/21/12
Page 5 of 7
5. , LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as
detailed below, or following statement: " EmW- -Dade County Product Control Approved ".
LABEL FOR VILLA 900 CONCRETE TILE
(LOCATED ON THE UNDERSIDE OF TILE)
6. BummNG PERMIT REQuntEmENT&
APPROVED
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 Building Official or Applicable building code in
order to properly evaluate the installation of this system.
NOA No.: 12- 0308.20
Expiration Date: 09/21/16
Approval Date: 06/21/12
Page 6 of 7
PROFILE DRAWING
..� 13"
Vu,LA 900 CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
RPPROVEDI J
21/811
J-
NOA No.: 12.0308.20
Expiration Date: 09/21/16
Approval Date: 06/21/12
Page 7 of 7
MIAMI -DADS COUNTY
PRODUCT CONTROL SECTION
DEPAIM U NT OF PERNOMNG, ENVIRONNUM, AND REGULATORY AFFAIRS (PERA) 11845 SW 26 Strut, Room 248
BOARDAND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474
T (786) 315 -2594 F (786) 315 -2599
NOTICE OF ACCEPTANCE (NOA) r wum miamidade eor/aera
3M Company
3M Center Building O=W)5 -E-N
St. Pant, MAT. 55144 -10M
SCOPE:
This NOA is being issued under the applicable nlles and regalations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miiarm Dade County PERA - Product Control Section to
be used in Miami Dade County and outer area where allowed by the Authority Having Jurisdiction (AHJ)
This NOA shall not be valid after the expiration date stated Flow. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (m 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 PERA reserves the right
to revoke this acceptance, if it is determined by Miami- -Dade County Product Control Section 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 of the Florida Building Code.
DESCRIPTION: 3mm 2- Component Foam Roof Tice Adhesive AH-160
LABELING: Each unit shall bear a permanent label with the manufacturerrs 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.
ADVERTISEIMIENT: 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 distn'butors and
shall be available for inspection at the job site at the request of the Building Official.
This renews and revises NOA# 11 -0124.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigers
FiTom"41i",
NOA No.: 12-022&18
Expiration Date: 85/10/17
Approval Date: 85/18/12
Page 1 of 7
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Categary: Roof the adhesive
Materials: Polyurethane
SCOPE:
This approves 3Mm 2- Component Foam Roof Tile Adhesive AR-160 as manuf ctured by 3M Company 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 2- Componat Foam Roof Tile Adhesive AH- 160. Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Pr� Dimensions Tit pct Description
Su�CiBcations
3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive
Roof Tile Adhesive AH-
160
Foam Dispenser RTF1000 N/A Dispensing Equipment
ProPack® 30 8t 100 N/A 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 2- Component Foam Roof Tile Adhesive AH -160
roof file adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Density ASTM D 1622
Compressive Strength . ASTM D 1621
Tensile Strength ASTM D 1623
Water Absorption ASTM D 2127
Moisture Vapor Transmission ASTM E 96
Dimensional Stability ASTM D 2126
Closed Cell Content ASTM D 2956
L_�:_
1.6 lb U&3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 LbsJFe
3.1 Perm / Inch
+0.07'/6 Volume Change @ -W F., 2 weeks
+6.06 Volume Change @158T., 100' /6 Humidity, 2
weeks
866/6
NOA No.: 12-0228.10
Expiration Date: 05/10/17
Approval Date: On 0/12
Page 2 of 7
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.
EVIDENCE SUBMITTED:
Southwest Research Institute
01.743 -011
Test Test J&affa
Test Nam art
Date
Center for Applied Engineering #94 -060
TAS 101
04/08/94
257818 -IPA
TAS 101
12/16/96
25- 7438 -3
SSTD 11-93
10/25/95
25 -7438-4
10123/98
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
01.743 -011
ASTM E 108
11/16/94
01- 6739-062b[t]
ASTM E 84
01/16/95
Trinity Engineering
7056.02.96 -1
TAS 114
03/14/96
CeIotex Corp. Testing Services
528,454 -2 -1
TAS 101
10123/98
5284454 -9-1
528454 -10-1
520109 -1
TAS 101
12/28198
520109 -2
528109 -3
520109 -6
520109 -7
520191 -1
TAS 101
03/02/99
520109 -2 -1
LIlVIITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating,
2. 3Mru 2- Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat, low, & high file 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 3MTm 2- Component Foam Roof Tile Adhesive AH-
160 roof file adhesive with their toe assemblies shall test in accordance with TAS 101.
S. 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 �W
2
F'= i
MS
NOA Nu.: 1218
Expiration Date: 0SA0117
10ROV APProvat Date: MOW
Page 3 of 7
INSTALLATION:
1. 3MTa 2- Component Foam Roof Tile Adhesive AH-160 may be used with any roof file assembly having a current
NOA that lists uplift resistance values with the use of 3MTa 2- Component Foam Roof Tile Adhesive AH -160.
2. 3MTm 2-Component Foam Roof Tile Adhesive AH 160 shall be applied in compliance with the Component
Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive
attachment with the use of 3MTm 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient
attachment res6tanc- , expressed as an uplift based system, to meet or exceed the uplift resistance determined in
compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is
noted in the roof tile assembly NOA.
3. 3MTm 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and 3M Company's 3MTN 2- Component Foam Roof Tile Adhesive AH-
160 Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approval and licensed by 3M Company. 3M
Company shall supply a list of approved applicators to the authority having jurisdiction.
5. Calibration of the Foam Dispenser RTF1000 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 approval.
6. 3MTW 2- Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 or
ProPack® 30 & 100 dispensing equipment only.
7. 3MTm 2- Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight.
B. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2-
Component Foam Roof Tile Adhesive AH -160 has been dispensed
9. 3MTm 2- Component Foam Roof Tile Adhesive AH -160 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 Proffie
Tile Profile
Placement Detail
Single Paddy Weight
min- O " M)
Two Paddy Weight per
paddy Alm. (grates)
Fig Low ffigh Profiles
#1
35
N/A
High Profile Piece Barrel
#1
17 /side on cap and 34 an
N/A
flat, Low jhgh Profiles
#2
24
N/A
Flat, Low, High Profiles
#3
1 g
NOA No.:1;GdI MIS
Expiration Date: 95/10/17
Approval Date: 85/10/12
Page 4 of 7
LABELING:
All 3M'm 2.Component Foam Roof Tile Adhesive AH-1 60 containers shall comply with the Standard Conditions
listed herein.
MOLDING PutmT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
NOA No.: 124=18
Expiration Daft: 05/10/17
Approval Date: 05A0/12
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
IRMO
NOA No.: 12-022&18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 6 of 7
ADn&%W PLACEMENT DETAIL 3
DOUBLE PATTY
ice)
tw
21LITI .
oaf
I I%
,i1I.n
pfYodY
END OF THIS ACCEPTANCE
NOA No-- 1240228.18
Expiration Date: 05/10/17
APProval Date: 05/10/12
Page 7 of 7