WS-16-1339 r
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
inspection Number: INSP-261695 Permit Number: WS-5-16-1339
Inspection Date: June 24, 2016 Permit Type: Windows/Shutters
Inspector: Porta Jr,Jose
Inspection Type: Final
Owner: LEWIS, PETER Work Classification: Garage Door
Job Address: 1448 NE 104 Street
Miami Shores, FL
Phone Number
Parcel Number 1122320320300
Project: <NONE>
Contractor: ACTSYS DOOR SYSTEMS INC. Phone: 305-229-4007
Building Department Comments
REPLACE OLD GARAGE DOOR WITH NEW HURRICANE Infractio Passed Comments
GARAGE DOOR INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-259022.
Failed El
Correction
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
For Inspections please call: (305)762-4949
June 24,2016 Page 1 of 1
b \
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s ° Miami Shores Village ` a^� ; e �e W��
a 10050 N.E.2nd Avenue NE `` � 3 lop: S 13
Miami Shores,FL 33138-0000 ,.
Phone: (305)795-2204 x
Expiration: 11/16/2016
Project Address Parcel Number Applicant
1448 NE 104 Street 1122320320300
PETER LEWIS
Miami Shores, FL Block: Lot:
Owner Information Address Phone Cell
PETER LEWIS 1448 NE 104 ST
MIAMI SHORES FL 33138-2664
Contractor(s) Phone Cell Phone Valuation: $ 1,095.00
ACTSYS DOOR SYSTEMS INC. 305-229-4007
_.... ..... .... ..... .. . .. M. Total Sq Feet: 64
Type of Work:REPLACE OLD GARAGE DOOR WITH NEW HU Available Inspections:
No of openings: 1 Inspection Type:
Additional Info: Final
Classification:Residential Review Building
Scanning:3
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.20 Invoice# WS-5-16-59810
DBPR Fee $2.00 05/20/2016 Cash $76.20 $50.00
DCA Fee $2.00
Education Surcharge $0.40 05/17/2016 Check*17756 $50.00 $0.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $1.60
Total: $126.20
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining,thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRI AL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWWS;AFFID T: I ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
con truction and nj rmor `uthorize the above-named contractor to do the work stated.
May 20, 2016
Auth rized Signature:Owner / Applicant / Contractor / Agent Date
Building Department Copy
May 20,2016 1
Miami Shores Village
Building DepartmentMAY 1,7D16
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972 BY:
INSPECTION LINE PHONE NUMBER:(305)762-4949 ` 1
FBC 20��s
BUILDING Master Permit No. y3s I�p r
PERMIT APPLICATION Sub Permit No.
O'BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: /
City: Miami Shores county: Miami Dade Zig): �/3
Folio/Parcel#:el"11�"/Z 661 Cj ?Al, )�6 YC---)'2-is the Building Historically Designated:Yes NO
Occupancy Type:11z It d: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): *-/, �- e S'S Phone#:
Address: IVY,-5? /YC-- ICV 5 �� D c
Z OCC r-3
City: J®115�7 5 State: �= A Zip: /
Tenant/Lessee Name:
Phone#:
Email: �®
CONTRACTOR:Company Name: lkl�5q CAM
Phone#: 3C'�
Address:
City: State: Zip: 23 3 S�5-
Qualifier Name: 14 Phone#:
State Certification or Registration M Certificate of Competency#: 5 cc,"
DESKne#:
Address: City: State: Zip:
Value of Work for this Permit:$ �® ���� Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New� 1`) Re air/Replace Demolition
s;
Description of Work: C c /� ��?/�� ' ' •d� � `�
� r o
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ 1 0 " ob CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
� 3
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,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 whic occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection wreinspection fee will be charged.
Signature= Signatur 421��
OWNER or AGENT CONTRACTOR
The foregoing instrumgn j`w'as acknowledged before me this The foregoing instrument was acknowledged before me this
day of 20 l by day of 20l�� •by
Swho Is personally known to S'WT1? 50�? � who is personally known to
me or who has produced �'� as me or who has produced f
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sin:
Sign: g
Print: Print: Mfr
Seal: 7 EXPIRES:March 16,2017 Seal: y 9i:;R4�- BW6dTlw NotMefCh 16,201
as Batd Thm��c uaro� u
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
4
Wind Load ®®reas re n t
� �tb GA RAGE d30D1iS
Please send Completed Information for each door via e-mail(preferred),fax or post to:
E-mail:engineeringdept@amor.com
Please place%Mired load Door Measurement"in the subject line.
Fax:(336)251-1905 or(336)251-1901
Engineering Dept. actsysdoors@bellsouth.net
Attn:Windload Door Request Attn:Smitty Dawson Ill
Amarr Garage Doors ACTSYS moor Systems,Inc.
165 Carriage Court 8370 SW 32°a Terrace
Winston-Salem,NC 27105 Miami,F!33155 �• �.
Phone:305-229-4007 Fax:305-225-7763 j
Date Ernalled to Amarr: 4-Zp l ' zo
Required Dimensions: NOA#:
1) Door Openings(Width x Height)
2) Mean Roof Height. Also known as average roof height. This is found by taking the distance of
roof peak from the ground plus the distance of the save from the ground and dividing the sure
by 2.Examples 10'from ground to save and 20'from ground to roof peak has a mean roof
height of 1s'(20'+1(1)/2=1S1
3) Measurement from door opening to the nearest corner of the building.
4) Building footprint(length and depth of building)
Required Photographs: 1) (picture of building taken from the curb(or front of house).
2) Picture showing door opening and the nearest corner of the building.
Horne or BuildingOwner. r 4 f'l,
(, �lS Phone: 6 �����(03
Street Address: M� ((A Cellular:
- ���� �.� state: - I ®de: ' ,3 3
County: Dade(146 mph Exposure C) [] Brooward(140 mph Exposure C)
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Dimension#1) Door Opening: Widthx Height O t
Dimension#2) Mean Hoof Height:
Dimension#3) Distance from door opening to nearest corner of build n' .
Dimension#4). Building footprint sketch with dimensions.Provide in space below or on separate sheet.
. 1�1 7'ej
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002690
Local Business Tax Receipt
Miami—Dade County, State of Florida
-THIS IS NOTA BILL - DO NOTPAY
4921293 LB-T
BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES
ACTSYS DOOR SYSTEMS INC RENEWAL SEPTEMBER 30, 2016
8461 SW 36 ST 5137625 Must be displayed at place of business
MIAMI FL 33155 Pursuant to County Code
Chapter 8A—Art.9&10
OWNER SEC.TYPE OF BUS ESS PAYMENT RECEIVED
ACTSYS DOOR SYSTEMS INC 196 SPECIALTY BUI ING CONTRACTOR BY TAX COLLECTOR
Worker(s) 1 028SO0728 $75.00 09/30/2015
ECHECK-15-167081
This Local Business Tax Receipt only on nt of the Local Business Tax.The Receipt is not a license,
pemdt,ora certification of the holder's qualifications,to do business. Holder must comply with any governmental
or nongovernmental regulatory laws and requirements which apply to the business.
The RECEIPT N0.above must be displayed on all commercial vehicles—Miami—Dade Code Sao Be-278.
For more information,visitwwwmiamidede.00vAaxcollactor
R ® i " DATE(MM/DDIYYYY)
CERTIFICATE OF LIABILITY INSURANCE
09/18/15
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 BETWEEN THE ISSUING INSURER(S),AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the polioypes)must be endorsed. if SUBROGATION IS WAIVED,subject to
the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder In lieu of such endorsement(s).
PRODUCER CONTACT Rene E.Samayoa
Acceptance Insurance Services F,H NE 305)740-0515 FAX No): (306)740-0518
6887 S.W.40th SL LESS, rene@acoeptanceinsservices.com
Miami,FL 33155 INSURERS)AFFORDING COVERAGE MAIC#
Phone (305)740-0515 Fax 305 740-0518 INSURER A: Federated Insurance Company 10790
INSURED INSURER 8,
ACTSYS DOOR SYSTEMS,INC. INSURER C:
8461 SW 36th St INSURER D.,
Miami FL 33155 (305)225-6868 INSURER E:
INSURER F:
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
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 CONTRACTOR OTHER DOCUMENT WITH 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 SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
TR TYPE OF INSURANCE ADD U 0 POLICY NUMBER M LIpY EFF MPOMLID¢Y EXP LIMITS
GENERAL LIABILITY D EACH OCCURRENCE $ 300,000.00
Q COMMERCIAL GENERAL LIABILITY DAMAG ESO RENTED PREMISS(Fa oc;arwoe) $ 100 000.00
A ❑ ❑ CLAIMS-MADE YJ OCCUR N N GL-0504010087-03 12M5/2015 12/15/2016 MED EXP An one person $ 5,000.00
❑ PERSONAL&ADV INJURY $ 300,000.00
❑ GENERAL AGGREGATE $ 600,000.00
GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 600.000.00
0 POLICY ❑ PR ❑ LOC $
AUTOMOBILE LIABILITY a aBIcclNnt ANGLE LIMIT
❑ ANY AUTO BODILY INJURY(Per person) $
❑ AUTS OWNED ❑ SCHEDULED
AUTOS
N BODILY INJURY(Per acddent) $
❑ NSWNED Pa ,HIREDAUTOS AUUTO & GE
❑ $
❑ UMBRELLA LIAR ❑OCCUR EACH OCCURRENCE $
❑ EXCESS UAB CLAIMS-MADE AGGREGATE $
El DED 0 RETENTION III $
WORKERS COMPENSATION WC ST "
❑OTH-
AND EMPLOYERS'LIABILITY Y I NLIMITS
ANY PROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT $
OFFICERIMEMBER EXCLUDED? N/A
(Mandatory in NH) r7E.L.DISEASE-EA EMPLOYE $
If yes,des r be under
DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S
DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more apace is required)
GARAGE DOOR REPAIR AND INSTALLATION
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
Miami Shores Village THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN
Building Department ACCORDANCE WITH THE POLICY PROVISIONS.
10050 NE 2 Ave AUTHORIZED REPRESENTATIVE
Miami Shores,FL 33138
Fax:305-756-8972 V/
01888-2010 ACORD CORPORATION. All rights reserved.
ACORD 25(2010105)QF The ACORD name and logo are registered marks of ACORD
i
JEFF ATWATER STATE OF FLORIDA
CHIEF FINANCIAL OFFICER
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS'COMPENSATION
**CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW
CONSTRUCTION INDUSTRY EXEMPTIONThis certifies that the individ elow has elected to be exempt from Florida Workers'Compensation law.
EFFECTIVE DATE: 9/18/2014 EXPIRATION DATE: 9/17/2016
PERSON: DAWSON SMITH A Ill
FEIN: 651150848
BUSINESS NAME AND ADDRESS:
ACTSYS DOOR SYSTEMS INC
8461 SW 36 STREET
MIAMI Fl- 33155
SCOPES OF BUSINESS OR TRADE:
MACHINERY OR
EQUIPMENT ERECTIO
Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by Ening a c artificate of election under this section
ay not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(1 2),F.S.,Certificates of election to be exempt..apply only
.r althin the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13),F.S.,Notices of election to be
exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the Issuance of the certificate,
the pecan named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke e
DFS-F2-OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609
'a
J
a
S�ORFs
�, iNc.193a yf�
Miami Shores Village
logo Building Department
10050 N.E.2nd Avenue
res 10
�IORIDp' Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner — Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees,including the owner,must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC,a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State,Division of Corporations;and
3. The corporation is registered and listed as active with the Florida Department of
State,Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature:
Owner
State of Florida
County of Miami-Dade d
The foregoing was acknowledge before me this /16 day of '20 1k.
who is personally known to me or has produced
as identification.
Notary:
SEAL: ,« ',:. EMMA V.MEDEROS
.*1 MY CO OMION 9 EE 8M
�:, ,,,�= PIRE&March 16,2017
ACTSYSM
"Our office is your garage!"
New Garage Doors&Openers, Remote Controls, Keypads, Programming, Broken Springs, Rollers, Damaged Sections Replaced
Annual Maintenance Programs•New Gates&Motors, Remote Controls& Programming•All Parts, Service& Labor
Date:
State ofCountyof
f
Before me this day personally appeared who being duly sworn,
Deposes and says:
That he or she will be the only person working on the project located at:
Sworn to(or affir ed ) and subscribed before me this IC day 2016 Zby
Personally know
Or Produced Identification
Type of Identification Produced
N
UW V.MEDEROS
_.: MY COMMISSION 3 EE 882838
P° EXPIRES:March 16,2017
Print,Typ� tamp of Notary
8461 SW 36 /
Dade: / • X11 • •-: 305.229.4007 Br• • 954.491.1003
CC #02BS00728 :/• CC •/4 ••
305.225.7763 1 Email: Actsysdoors@bellsouth.net I www.Actsysgaragedoors.com
Munipi pal Contractor's-Tax fbcei pt
Miami-Dade County, State of Florida
THIS IS NOT A BILL-DO NOT PAY mc
CC NO: 02BS00728
BUSINESS NAM ElLOCATION RECEIPT NO. EXPIRES
ACTMDOORSYSTEPASINC SEPTEMBER 30, 2016
8481 SN36 Sr 7484491
MIAMI,FL 33155
Pursuant to County Code
Sac 10-24
OWNER TYPE OF BUSINESS PAYM ENT RECEIVED
ACTSYS DOOR SYSTIEMS INC S3BCIALTYBUILDING CONTR10TOR BY TAX COLLECTOR
GO DAVMN SMITH AIII 175.00 05/19/2018
0237-18-004885
This receipt is not valid in the following Municipalities:Aventura,Doral,Hal eaN Key Biscayne,
Miami Gardens,MieM lakes,Palmetto Bay,Pinecrest,Sunny Isles Beach,Town of Cutler Bay.
MIAMN FbrmoreinbTration,visit vrww.rnIwdd@d2Q v/mxWIector
. . ... . . . ...
STRUCTURAL SOLUTIONS P.A.*
Rrqe�tNO.: 16-002
5921-G West Friendly Avenue "' ' ' ' Dat'eAP9/2016
Greensboro, North Carolina 27410
NC Firm #C-1096
. . .. . . . . . ..
Garage Door Windload Desig11:Prt!ssEtrf!s .:.
The following Design Pressures have been calculated in accordance wM ASCE 7.10 Xhaptes 30.gart 1
for Components&Cladding, based upon the design parameters listed beigw=a jird > 4�;a j<4klnations
in Section 2.4.1. For use with Florida Building Code 5t4Edltldn�Z61§)y ;.. ..•
Building Address: 1448 NE 104 St
Miami Shores, FL 33138
Z2018
Garage Door Width: 8 ft
Garage Door Height: 8 ft
MAY fV Basic Wind Speed: 175 mph
[y. Exposure: D
Mean Roof Height: 13.3 ft
Least Overall Horizontal Dimension of Building: 53 ft
Distance from left building corner to edge of garage door opening: 2.2 ft
Distance from right building corner to edge of garage door opening: 2.2 ft
Roof Slope: any slope
Positive Design Pressure = 42.7 psf
Negative Design Pressure = -51.9 psf
Design Assumptions: s �.
The building is considered Enclosed as defined in ASCE 7-10
The Topographic Factor for the building is 1.
The building and garage door measurements shown above were provided to Structural Solutions,
others. These calculations do not address the structural adequacy of the jambs or other suppord stru r
These calculations merely determine the Design Wind Pressures for the given garage door size an
geometry. Evaluating the structural adequacy of the jambs or other supporting structure is not the
responsibility of Structural Solutions, P.A.
This document is only to be used in conjunction with Amarr Garage Doors
R•f RR�R•R, y�n
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STRUCTURAL SOLUTIONS, P.A.* (*dba Structural Solutions of North Carolina,Inc., FL Firm#29412)
Thomas L. Shelmerdine, PE (Florida PE #0048579)
r
•• •• • • • •• •• •
• • • • • • • • • •
• • ••• • • • • •••
MIAMI.DADE .•. :.• .: .•1FArJ0j)AVE4COUNTY
M : : ••. •PRODUCT OONTRObSECTION
••• ••• •:•I A05 SW 2hrit boom 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,F'Iorida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE.(NOA) ,.• : :, ••w ,lnlamtda ftov/economv
•• . •
•
Amarr Garage Doors •• • • ••• ••
125 Carriage Court
Winston-Salem,NC 27105
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 RER-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. RER reserves the right to revoke this acceptance,if it is determined
by Miami-Dade County Product Control Section that this product or material-falls 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:Model 950 Heritage&655 Oak Summit 1000,2000 Steel Sectional Garage'Door up
to 9'-0"Wide(DP+51.1,-60.3 PSF)
APPROVAL DOCUMENT:Drawing No.IRC-9509-180-21,titled"'Model 950 Heritage&Model 655 Oak
Summit,(24 GA) 1000,2000, Short,Long,-Flush and Oak Summit Panels",sheets Ithrough 3 of 3,dated
03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and sealed by
Tomas L.Shelmerdine,P.E.,bearing the Miami-Dade County Product Control revision stamp with the
Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,3800 Greenway Circle,Lawrence,
Kansas,model number,the positive and negative design pressure rating,indicate impact rated if applicable,
installation instruction drawing reference number,approval number(NOA),the applicable test standards,and
the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side
track,bottom angle,or inner surface of a panel.
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 revises NOA#13-0503.06 and consists of this page I and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
MIAMI-DA®Urm NUA No 15-0505.11
..,, , Expiration Date:September 4,2018
Zp!$ Approval Date:July 16,2015
d�I�G9'
Pagel
.. .. .. ..
. . . . . . . . . .
. . ... . . . . ...
Amarr Garne Doors
. ... . ... . ..
NOTICE OF ACCEPTANCE: EVIDENMONUATM' •
. .
. . ... . ... .
A. ]DRAWINGS "Submitted under NOA #13-0503.06"
1. Drawing No.IRC-9509-180-21,titled'Model 950 Herjfta8albjegel:655.Pak�amrnit,(24
GA) 1000,2000,Short,Long,Flush and Oak Summit P1tVc0*:s%ec;s I trcnh 3 0[3,dated
03/14/2003,with revision B dated 10/13/2011,prepared) By A4040alage Voors,,Agned and
sealed by Thomas L. Shelmerdine,P.E.
B. TESTS "Submitted tinder NOA#13-0503.06"
1. Addendum to Test Report No.ATLNC 0129.01-13R,prepared by American Test Lab,Inc.,
dated 06/11/2013,signed and sealed by David W.Johnson,P.E.
2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654&ASTM B 117,prepared by Architectural Testing,Inc.,Test
Report No. C5463.01-106-18,dated 04/03/2013,signed and sealed by Gary T.Hartman,P.E.
3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
4)Tensile Test per ASTM E8
5)Forced Entry Resistance Test per FBC,TAS 202-94
along with marked-up drawings and installation diagram of 9'x 7'24 ga steel garage door
Model 950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0129.01-13R,
dated 04/02/2013,signed and sealed by David W.Johnson,P.E.
4. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of 9'x 7'Model 950D Heritage with
Dtuasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test
Report No.ATL 0311.01-03R,dated 06/22/2006,signed and sealed by David W.Johnson,
P.E. "Submitted under NOA#08-0718.01"
C. CALCULATIONS "Submitted under NOA#13-0503.06"
1. Anchor calculations prepared by Structural Solutions,P.A.,dated 04/11/2413,signed and
sealed by Thomas L.Shelmerdine,P.E.
2. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/25/2012,signed and
sealed by Thomas L.Shelmerdine,P.E. "Submitted under NDA#08-0718.01"
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to the 51h edition(2014)FBC and no financial interest
issued by Structural Solutions,PA.,dated 04/08/2015,signed and sealed b Tomas L.
Shelmerdine,P.E.
. 09 ag Zot3
Carlos M.Utrern,P.E.
Product Control Examiner
NOA No 15-0505.11
Expiration Date: September 4,2018
Approval Date:July 16,2015
E-1
ADNSTABLE IRSR'R CAMOER
ATTACM9 V/GO V41 x 1/D'
e e KWSWE
aaLT•S.Mar PFR! T twom mm TIACM9
A OA nAO(RACKET ATTACHED TO Ila®
W/Co V4•x8/4•
e lax HERB SCREWS V/p1 VS6 IDA It i-w LAO BOLTS AMD To
v TH ICC w emamu AL 1RACC V/to 1/41-4 x We TWA aft=
Tap rtxTURE ATTACED VI aHCTs ANO tDIIs
tE 64 RAM C@WERCML. - a S/e' A-TRUSS AttAQED A V4'x H/Y TEL MGD SORflB
loP RDLIER BRAtAET ...:__ V/(D f/Y x a/i' WAR)1 4- SLIDE BRACKET NUTS Eq
ATTACHED V/tP I/4•x IEfI MGD SCRCVS At s Y/CD 1/4•x f/8'B0.T AND Mars
3/Y MEL HEAD EflE1/8 EACH CENTER STILE T 14 6A IN Dai OLVESUR SKBV
PER BRACKET •• '� fHDMt
ffi HIR STEM FALLER
V-13.
to/ %I Vas LOCUM
Iam SEWttt TO.4RIa15tlMt O SX: at m
LAG GOLDS
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G /1S'W.x 7^a/6'
TLTs u r1°uwa
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R-TRUSS VER SCCTlC7
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1 H T <TlataWlD AnA� f 11/4'-Ha
SITLE STIrro S GD M T4tCf ALT&M!T
2 3 Il `XaTO 1R MUSE Hmm
D
am Tp SECEDE RLTLY F
1 M XMSlIVI
AApH�M RUT HUM E
Lv t
O EE 4TABLE D OR PEAS 3
B JAMB BRACKET SPACTMa
a a A1 O TRACK conO l MON FM O'O•HW TO W TALL DOORS
WGT>� a O/8'N x AL : b SIB'
TYPICAL
STILE STIFFf�IER R-7W18sT arty STEEL a-TRURV
4'
3£E TABLE 4 ON PAGE S CTFM S 8 N.L$ 5 STILE AN Y/t4T V4•x 8/4' .
lYR g p,Ejg� SPACING M7f WAD SCREWS AT EACH END
STILE AMD x 3Y
TILSAT ZACs CNERB,VRAX SILE
INSIDE ELEVATION
ATLNLTAME SLIDE BRACKET N.T.S. 14 SL DLRASATE )Ia em STRUT AT
SM TAW STTACHED ILTSTS AND MR Yom/ 4V ATTACHED �TTaI PAM
HEX MGD SCREWS
RCIER�CARRIERS ATTA�CEDDTO TVO t0 POYS w B➢TTEEL m sm
3 S/8•PBOA R-TRUSS VAD Et7I8 EC1Al3 ®ff
V4'x 3/4•IES READ ATTACED }---5 I 61 A"sco r A RRiA1QtP9IDfBl.'1V88'tBR(63A1XD{I&i1-0r$D1
TO END STILE V/42)VY x a/Y J /le WW-60
HEH HEAD SCREWS PER CARRIERSECTION A-A MMAW 8 DWIDAAEB� WO lem
NLs
•'• to BALs.STEEL 6f CLAY St
I ottl8llaftbt4p, d&9
3 s/R'am v LURE STEM RULLER p� B'x t4 4,eoos IL.SN't, W,
R-TRUSS OEStCdf LOAD to Q,,• g
ATTACHED V/C4L 8110E l.�t aHaA6t,4 INiO VCRTICAI. O'TIDNAL B£TAiI +Ot.t PSF &
V4'x 3/4•HEK TRACK BaTII SIDES ue'fart tL 6 d,•°�' /�•• I •••••
HEAD=S V�LL4x LARGE NIBBLE �'� ��' �'�'p •
e314,HER WAD SCREWS
rg
•b; Y •
IMPACT RESISTANT lb 1a ...:.
_TYPICAL
nuRAsaFE EBm tarBiE 3 • STA OF ��; a .
O/16•x 1 am LAO ATTAC TUT WACCt •��s��'`c� RIa������ •••••
8D a0.<A.V,Sm�STILE tU PER IESISIAN P tS•�•AAe•w 00 •
S yS1 ( MAO"WITH Cn AND tD JABS BRACKET HEK O 114'
i�YB � •,P�Oj`�vLVLw� 3
CD I•m UNMATTACHOtlt Y= Toa-L-L.oc AT FIE Til RAIL AT Do AND K�lr�lltillttt g •.•••
Teat-WC AT TMr TOP AND (1)i/16'OBl -- - 6 0000
INITION mAIL A F FIR MIR
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Ib •••••/`! • ••
BDrICH BRACKET. iSs vRRONS CU O VDAM RL OMS TIVYAraTR.WI •
• .� ^_:'.'::�.:`: '� r D BALL 18 6A.ATTACHED B{O 860 A68(84 lO6a *0000
"T �: ,.,., ::•-• •:.• :•a= >M NW stat RtB,LER WA�SCREWS' (JoNavl LO1tO.e&LUO,�RANO EAR>317�A'C PAtiBls •.,
x BB OA a°BALV.s1raL UAWt •••••
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T Own BY AAE Am W/N/M
JARS BRACKETMrt PMTRACK MOUNT{NG DETAIL " • S¢T t or'1HU-
♦ SpECMCAMONS AND NOTES
1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRAM
FROM THE TRACK THE LOAD IS TPMSFERRED TO THE VERTICAL JAMBS.
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRED FROM THE DOOR.
2.EACH VERTICAL JAMS RECEIVM U MUM DESIGN LOADS OF
+230.0 LBS/FT * —271.4 LOSAT INTERIOR OF GARAGE
3.DOOR AND HARDWARE MATH_BE DfSICNM MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASIJA NA%.MTN B'0'
&DOOR SECTIONS SHALL BE 24(W.(0216)j 1604.EXTERIOR 90111
ROLLED FORM).W/BAKED O4 POLT'ESTER FOM
&DOORS UPTO 7'0'HIM CONSIST OF(4)SECTIONS AS SHOWN.
USE(1)3 s/8'R—TRUSS PER SECTION OdIGNILOADS11 111 1111111
4 6. P OVER(4)SECTIONS REFER TO TALES 1 AND 2 + 4 SEE NOTE 2
7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REG3STRE0 PROFESSIONAL ENGINEER FOR WEND LOADS
•INDICATED ON THIS DRAVANO IN ADDITION TO OTHER LOADINGS.
& THIS APPRWYAL REQUIRES THE MANUFACTURER 70 DO WSW OF ALL
COILS USED TO FABRICATE DOOR PANELS UNDER 7M IOriNR OF ACCEPTANCE
A MLNMN OF 2 SPECIMENS SHALL BE CIE FROM EACH COL AND TENSILE
TESTED ACCORDING TO ASTM E-8 BY A BADE COUNTY APPROVED IAB
SELECTED AND PAID BY THE MANUFACTURER EVERY 3 MONIES,4 TIMES A
YEAR.THE 10NLPAOTURER SHALL MAB.70 WS DIME*A COPY OF THE TEST
REPORTS WITH CONFIRMATION THAT THE SPECIMENS WHERE SELECTED FROM
COILS AT THE MANUFACTURER PRODUCHON FACILITIES. AND A NOTMel)
STATEMENT FROM THE MANUFACrURFR THAT ONLY COILS WITH YIELD STRENGTH PRODUL41i8Vam
OF 32,000 PSI OR MORE SHALL 1E USED TO MAKE DOOR PANELS FOR DADE 4•aor>OIf1a6u01dwrk dtt 1?lafid6
COUNTY UNDER 7FIS NOTICE OF ACCEPTANCE Lo86ii6Oo6v
Aeoopbnw
tb los 3.0�
0 6t Product
WOOD JAMB ATTACHMENT TO STRUCTURE
VOM FROM Sm A HRNATQIA2IDIB"..UIB.�h19Ri��if-E69d
5/f6•X 3• SCBE S STARTING 6•FROM EROS Tt@H 20'O&Q I/x'ENBENIENT) S tt06®ARO� O/0/6[SC
HRTI KVIK BOLT 3/8•X 4'HATO FTiD4 ENDS Tf#N x4.OC.(x w 40#DNENT) _
HRTI SLEEVE ANCHOR 3/8'X x13/4'STARTING 6'FRON ENDS THEN IB'OC:Q 1/4•FNKMgFI(T) MAIC SRE ,0`11{litlff)ff6j
ITR/RANSET REDHEAD(TRU-HILT)3/8'X V STARTING 6'FROM ENDS THEN 24•ILC.CE 1/x'EMBEOHENT) 8'w 14' OROS
t'X 6 VERT[[A1.reHH aTTAETMENi TO 1 tttJ _90 nCft
DESIGN LOAD �, Q.•',��`r'j,•Ya�Y•�v,•'✓I�
Ni"Fsm I/4'X 3•TITEN SCREWS STAMM 6'FWD!ERM USE PAIRS OF FASTENM +61.1 PSI? and V. •�� F J
p•APART)AT R•DLG O I/x•EICBEIVMENT)
HIL11 1/41 X x12/4'KY)K-CAT U+SCW4 STAMM 61 FRMS ENDS,USE PARS OF Fslo rpIr� '.��¢ •••°•
t FASTENERS(V APART)AT 8'=Q IA'ENOEMM) ••
t7� .IXX WHO PSI
HIL7I SLEEVE M4AE1R 3/8'X E-3/4•SIARIINB 'FTtOR ENDS THEN EE'ur.Q 1/41 •
SHt omam Nn OTs,USE FASTENERS nm NmLOV Cao W-= ° �STATE OF •�to , •••••
Eq
K"AND
OF WWDCAN�.iR�S BY OTHERS S PROVIDE a fI.USH HmIRrRNE SIGat'E. LARGE
.°�oe�� </fe�S�TO�✓�a�o •°•°i
S TANCE
4 CONCRETEHOLL.W q� 0 • • 1/�j{• �,, 1pQ •000
°
STRLCTURE STRUCtIRE S7R!lC71AQE STRUCTURE 1'L �+ • •
•• • •• •00:0
IFS-moi' 1111•• • ••
x I LII NOI 4' IRS CAROM COM W87fN-IIN.O4 Kt 27)0!VWAXM= •
yI(W Tao01lL 660 XURAGICZa )1=0200020 0
N 68604
Momm 666 OAR[smwr(in ANDAH emu=PA &.8
•_.
AVAILABLE TRACK CONFIGURATIONS
rmm,4trraw8,
N.TS.
rB
LT6T/O/D •••mar AAI MIC ot/Hp • 18Q^ °
2 S
TABLE 1 TABLE 2 TABLE 4
DOOR STRUT SPACING(BASED ON RECOMMENDED DOOR SECTION HEIGHTS seawn Centerstue Locetlon
HEIGHT SECTION CONFIGURATION) TOP (Measured bm Left Edge)
HEIGHT Btm #2 #3 #4 #5 #6 #7 _#8 PmtelType
_ A 8 C D E F G H T e, �:;,y n Width Tet 2st 3rd
£ a 1 �.s1 ..ar '$ '` ? (ft) M) 6n) M)
T 5 1/2" 18" 37" 58" 76 112"
13'6" 21" 21" 21" 21" 21" 18" 18" 21"
F
XWE ,WR-10 � ...�$ .-_ - t'. 8'0 LOW 24.000 48. n 72.000
8' 61/2" 16" 34" 52° 70'' x 881/2' 12'6" 21" 18" 1.8" 18" 18" 18" 18" 21" 8'0 Bead 24.625 48.0W 71.375
.Wim AmmmigNOWN
! - .s ...._.. si2 L 24500 49:000 ~ 73500
9' 51/2" 13" 31" 49" 67" 85" 100112" 1116" 21"121" 21" 18" 18" 18" 21" 8j2 Bead 25.125 49.000 72.875
10' 5112" 16" 37" 58" 76" 94" 1121/2" 10'6" 21" 21" 21" 21" 21" 21" 8'14 Long 25.000 50.000 75.000
Edi 8• bl t Vs92 292ME VA Bead 25.626 50.000 74.375
IT. 5112" 16" 34" 62" 70" 88" 106" 1241/2" 9`6" 21" 18" 18" 18" 18" 21" WAVAM '
816 L-9 25.500 51.000 76.600
..
IN M` fr M -vy. milvi x_, m.,,, m Me Bead 25.126 51.000 78.875
12' 51/2" 16" 37" 68" 79" 100" 118" 136112" 8'6" 21" 21" 21" •18" 21"
�': . ' E � 4 �.� �os� 1:8� ' "�� s 6 26.000 MGM 78.000
13' 5112" 16" 37" 58" 76" 94" 112" 130" 1481/2" T 6" 18" 18" 18" 16 18" s';8 Bead 26.625 52.000 77.376
H H H 1 H -- -� : 8'110 26.500 MOW 79.500
14' 61/2" 16 37 58" 79" 100" 121 142' 160112 6'6" 21" 18" 18" 21" 8'110 Bead 27.125 53.000 78.875
TABLE 3 sq,
DOOR TRACK ATTACHMENT SPLICE ir° � 27.00° 54.000 51.000
810 Bead 27.628 54.000 80.375
HEIGHT A B C D E F G H I J K L M N S
aim I 102"Nam", Iola,
T 3" 14" 27" 38" 46'1-69- 68" 76"
�{ •I .. • ..i; __•- _ A RtA& i1021•FIG tQB.�hP•R1ID CB-n-•�f
8' V'' 14" 2T' 38" AW 56" 68" 76' 88" s tm�tote s� me
Me'AX „�otu►gs
x t4 oe�
r 3" it n e " " u ' 1 QO" DO= o�oo Py`'
956' 16&' • 'IC•gy fpm
14 27 38 46 78 88
PA0pR1CT it6 +at.t Pff °a .'fidE 9.•'�Q mm
• - � a�a""tpl�wiat6e Fbrid" -B0.S PSN• S� •e�0;'�. ••icl��m foes*
Mims= �� • • �� NO 0 8 o •
10, 3rr 14' 27" 38'1 gam.
rr ,' � Q a•�. •
_ 56' 68"' 78 88 100' 112 ' ' •
• bb's t�,'��j�!h ••.••
mmmmmmmm
; 4455E •"..NATE QF .•7V�o-
11' 3" W' 2T' 38" 46" 56" 68" 78" W. 100" 110" 124" mss•.<,pR�a,P''���° •'••�
WAOT
42
RF55TAMCE • m0
�0 • •
12' 14!'14" 2T' 38" 46" 56" 68" 78" 88" 100" 110" 122" 136"
M • .
13' 3" 14" 2T' 38"` 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" •••••• 4WV(� • ••
py � ras mms vuOm¢-ami,xa esm�vwwnaasax •
-&%0
..]. ry „ .' „ - ,j� _•;- -• �a+'-_ !d womrat'4n►et nsr.momm i�0"swem HMO=01!sft q Q1 noo •••••
f «1-.'.,,`_... <, i��x '''• BHOA�LONe.�PLVBH.Al7b/AH 8UiSilT PAti�S •.
14' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 146" 160" °� ""e
B mer MT w ayit/ai • -180-
All TRACX ATTACHMENT SPACM+/-2"ALLOWED WRH SW OR SPF'N0.2 OR BETTER ONLY ��S
Property Search Application-Miami-Dade County Page 1 of 7
3 ;
y '
• � ' � ) rr ' r r � rrr , r
IMPORTANT MESSAGE The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax
Collector's website directly for additional information.
Address Owner Name Folio
SEARCH:
l 1448 ne 104 st Suite Q
r
PROPERTY INFORMATION
Folio:11-2232-032-0300 {
I
z
Sub-Division:
RIVER BAY PARK ADDN
Property Address
f 1448 NE 104 ST
Miami Shores,FL 33138-2664
f
i
Owner
PETER MICHAEL LEWIS TRS
DARA J LEWIS TRS
PETER MICHAEL
DARA J LEWIS
I
Mailing Address
1448 NE 104 ST
MIAMI SHORES,FL 33138
I '
I Primary Zone
1100 SGL FAMILY-2301-2500 SQ
Primary Land Use
0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT
i
Beds I Baths I Half 3/2/1
Floors 1
I
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Property Search Application - Miami-Dade County Page 2 of 7
Living'Units 1
Actual Area
Living Area
Adjusted Area 2,910 Sq.Ft
Lot Size 8,850 Sq.Ft
Year Built 1957
r .
{,
3
y.b...+
z
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Value Adjustment Board
F ASSESSMENT INFORMATION
Year 2015 2014 2013
d
Land Value $270,112 $177,194 $119,570 {
Building Value $207,944 $204,211 $205,854
Extra Feature Value $2,739 $2,774 $2,810
Market Value $480,795 $384,179 $328,2341 ?
Assessed Value $189 223 $187,722 $184,948 f
TAXABLE VALUE INFORMATION
2015 2014 2013
COUNTY
i
s Exemption Value $50,000 $50,000 $50,000
Taxable Value $139,223 $137,722 $134,948
SCHOOL BOARD j
i
Exemption Value $25,000 $25,000 $25,000
Taxable Value $164,223 $162,722 $159,9481
CITY
I
Exemption Value $50,000 $50,000 $50,000
Taxable Value $139,223 $137,722 $134,948
REGIONAL
Exemption Value $50,000 $50,000 $50,000 j
Taxable Value $139,223 $137,722 $134,948 ' !
BENEFITS INFORMATION
Benefit Type 2015 2014 2013
Save Our Homes Cap Assessment Reduction $291,572 $196,457 $143,286
Homestead Exemption $25,000 $25,000 $25,000 L(
i
Second Homestead Exemption $25,000 $25,000 $25,000 j
i'
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Property Search Application-Miami-Dade County Page 4 of 7
Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional).
FULL LEGAL DESCRIPTION
RIVER BAY PARK ADDN PB 40:
LOT 9 BLK 4
LOT SIZE 75.000 X 118
OR 16351-4412 0594 1
j COC 24649-3744 06 2006 5
SALES INFORMATION
Previous Sale Price OR Book-Page Qualification Description Previous Own
05/31/2012 $100 28237-1365 Corrective,tax or QCD;min consideration PETER M LE1
06/01/2006 $0 24649-3744 Sales which are disqualified as a result of examination of the deed
05/01/1994 $170,000 16351-4412 Sales which are qualified
06/01/1992 $140,000 15548-0919 Sales which are qualified
07/01/1983 $120,000 11859-0376 Sales which are qualified
For more information about the Department of Revenue's Sales Qualification Codes.
F,2--0-15 i2014 2013
- - ----------
LAND INFORMATION
Land Use Muni Zone PA Zone Unit Type Units Calc Value
GENERAL R-20 1100-SGL FAMILY-2301-2500 SQ Front Ft. 75.00 $270,1121
BUILDING INFORMATION
Building Number Sub Area Year Built Actual Sq.Ft Living Sq.Ft. Adj Sq.Ft Calc Value
1 1 1957 2,811 $200,537
1 2 1973 99 $7,407
EXTRA FEATURES
Description Year Built Units Calc Value
Patio-Terrazzo,Pebble 1995 460 $2,422 i
Chain-link Fence 4-5 ft high 1973 65 $3171
---- -- -------
ADDITIONAL INFORMATION
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Property Search Application-Miami-Dade County Page 5 of 7
*The information•listed below is not derived from the Property Appraiser's Office records.It is provided for convenience and is
derived from other government agencies.
LAND USE AND RESTRICTIONS
Community Development District: NONE
Community Redevelopment Area: NONE
Empowerment Zone: NONE
Enterprise Zone: NONE
Urban Development: INSIDE URBAN DEVELOPMENT BOUNDARY
Zoning Code: R20-
I
Existing Land Use: 10-SINGLE-FAMILY,MED.-DENSITY(2-5 DU/GROSS ACRE).
i
Government Agencies and Community Services
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OTHER GOVERNMENTAL JURISDICTIONS
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Information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at
http:/Avww.miamidade.govTnfo/disclaimer.asp
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EXEMPTIONS&BENEFITS
Deployed Military
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