WS-02-20-347Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
167 NW 100TH TER, Miami Shores, FL 33150
Contacts
William Foltz owner
167100
Issue Date: 02/21/2020
Parcel Number
1131010230230
ROBERT ESPARRAGOZA
Business: 7864752831
Description: REPLACE SX7 GARAGE DOOR Valuation: II Total Sq Feet: $ 10 0000
Fees
Amount
Application Fee - Other
$50.00
CCF
$1-20
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.40
Scanning Fee
$9.00
Technology Fee
$2.75
Windows/Shutters Fee
$60.00
Total:
$127.35
Permit NO.: WS-02-20-347
Permit Type: Windows/Shutters
Work Classification: Garage Door
Permit Status: Approved
Expiration: 08/ 19/ 2020
Inspection Requests:
305-762-4949
Payments
Date Paid Amt Paid
Total Fees
$127.35
Credit Card
02/21/2020 $77.35
Credit Card
02/13/2020 $50.00
Amount Due:
$0.00
Contractor
Building Department Copy
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 ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing info ation is accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I authore e above named contractor to do the work stated.
Authorized Signature: Owner / Applicant / 4 ' ntfactor / Agent
Date
February 21, 2020 Page 2 of 2
Miami Shores VillageTTD
2' ` Building Department Fri 13 `uG0
1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:
Y Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949 l� l
FBC 20
BUILDING Master Permit No.Inl�'�i2-
-o
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR
DRAWINGS
JOB ADDRESS: V Nw /(/T/ 4-",
City: Miami Shores County: Miami Dade Zip: -?-7%S0
Folio/Parcel#: /I - 3161-073'69 6 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Na/me (Fee Simple Titleholder): W Ball !/ l ela Phone#: C3�7 %�J3— �d6
Address: a7 zf//✓ LlV fC/-%
City: /Ulb„o inneS State: F� Zip: 33110
Tenant/Lessee Name:
Email:
CONTRACTORqR::� �Company Name:
j• wi516n Arf- 5-yke (�lkr rn) Phone#: L/.Iro) y%S !off f
Address: 1711,5 Su/ lZ0 .i�" &,Vw ?(r
City: 14I/m) ,7 State: rL Zip:
Qualifier Name: it bA-t Phone#: ('17
State Certification or Registration #:
DESIGNER: Architect/Engineer:
of Competency #:
Zip:
Value of Work for this Permit: $ 14 �l% Square/Linear Footage of Work: 5Ile
Type of Work: ❑ Addition ❑ Alteration ❑ New 2 Repair/Replace ❑ Demolition
Description of Work: &!//6GQ f i( 111,17 )"4 gaxv ::
Specify color of color thru tile:
Submittal Fee S. � , CO Permit Fee $
Scanning Fee $
Technology Fee
Structural Reviews $
Radon Fee $
Training/Education Fee $
CCF
DBPR $
CO/Cc $
Notary
Double Fee $
Bond $
(Revised02/24/2014)
TOTAL FEE NOW DUE $ ) .
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
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 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.
o, �� ,�
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
day of 20 ZO , by
�rl/a d4, gm %n-4rf7_ , who is personally known to
me or who has produced J U L IN _S k0t as
identification and who did take an oath.
NOTARY PUBLIC:
i �.; gro
�d
Seal: #00
"—W��'vVVWbM9tery Pudic Shss of Flwi
Eduardo Urbina-Hag OV02&2a
GG 2e79ee
APPROVED BY
Signature 0e� .4d27ti�-
CONTRACJ3R
The foregoing instrument was acknowledged before
me this
7 day of �r.L.20 by
l�Jwr% /Yalu who is @`ersonal y now to
me or who has produce as
identification and who did take an oath.
NOTARY PUBLIC:
Seal:
Plans Examiner
Structural Review
Notary Pudic Stale of Florida
3N Eduardo Urbina-Hag
My commission GG 2e7908
ap Expires 0110212023
Zoning
Clerk
(Rwised02/24/2014)
Property Search Application - Miami -Dade County Page 1 of I
@ OFFICE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-3101-023-0230
Property Address:
167 NW 100 TER
Miami Shores, FL 33150-1209
Owner
WILLIAM H FOLTZ
Mailing Address
167 NW 100 TERR
MIAMI, FL 33150-1209
PA Primary Zone
0800 SGL FAMILY-1701-1900 SO
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds I Baths I Half
3/1/0
Floors
1
Living Units
1
Actual Area
1,918 Sq.Ft
Living Area
1,588 Sq.Ft
Adjusted Area
1,750 Sq.Ft
Lot Size
8,100 Sq.Ft
Year Built
1950
Assessment Information
Year
2019
2018
2017
Land Value
$187,183
$178,398
$178,398
Building Value
$149,844
$150,938
$141,085
XF Value
$0
$0
$0
Market Value
$337 027
$329,336
$3119,483
Assessed Value
1$237,857
$233,422
$228,621
Benefits Information
Benefit
Type
2019
2018
2017
Save Our Homes
Cap
Assessment
Reduction
$99 170
$95,914
$90,862
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
5341
ONMAR PK ADD A RE -SUB PB 24-71
OT 15&W1/2 LOT 14 BLK3
'SIZE 75.000 X 108
11035-1055 03815
Generated On: 2/13/2020
Taxable Value Information
2019! 2018
2017
County
Exemption Value
550,000
$50,000
$50,000
Taxable Value
$187,857
S183,422
$178,621
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
1 $212,857
$208,422
$203,621
City
Exemption Value
1 $50,000
$50.000
$50.000
Taxable Value
1 $187,857
$183,422
$178,621
Regional
Exemption Value
$50,000
$50,000 $50,0010
Taxable Value
1 $187,857
$183,4221 S178,621
Sales Information
Previous Sale Price OR Book -Page I Qualification Description
The Offloe of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:/NN .miamidade.govfinfo/disclalmer.asp
Version:
https://www.miamidade.gov/Apps/PA/propertysearch/ 2/13/2020
2/3/2020 Building Sketch Viewer
Miami -Dade County Office of the Property Appraiser
Building Sketch Viewer
Folio: 11-3101-023-0230 Actual Area: 1,918 Sq. Ft.
Address: 167 NW 100 TER Living Area: 1,588 Sq. Ft.
Owner: WILLIAM H FOLTZ Adjusted Area: 1,750 Sq. Ft.
Building Number. 1 • ! of 1 Roll Year:
2020
Previous�Nexl
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• ONE : One Story
GRU : Garage, Unfinished
PFL : Porch, Flat
Click here to see all Sketch SubArea Descriptions
Generated on: 2/3/2020
Disclaimer:
The Office of the Property Appraiser Is continually editing and updating the tax roll. This website may not reflect the most current information on record.
The Property Appraiser and Miami -Dade County assume no liability. See full Liability Disclaimer and User Agreement. See full disclaimer and User
Agreement at http://www.miamidade.gov/Info/discialmerasp
RECE ,V .�
13
BY:
��iiami Shores Village
RV DATE
APPROVED �--
7_ONII� (�
i
P,_DG DEPT
CT TO L;0ml,L.IANC[ WITH ALL EDC.IlAI.
AND R[GUI A11()NS
IiS"1 PaI ANp COI ID, IY HlJ1
1/1
STRUCTURAL SOLUTIONS,P.A.*
5921-G West Friendly Avenue
Greensboro, North Carolina 27410
NC Firm #C-1096
Project No.: 20-002
Date: 2/4/2020
Garage Door Windload Design Pressures
The following Design Pressures have been calculated in accordance with ASCE 7-10 Chapter 30 Part 1
for Components & Cladding, based upon the design parameters listed below, using the Load Combinations
in Section 2.4.1. For use with Florida Building Code Sth Edition (2014) and 6th Edition (2017).
Building Address: 167 NW 100 Terr
Miami Shores, FL 33150
Garage Door Width:
8.67 ft
Garage Door Height:
7 ft
Basic Wind Speed:
1751nptr•
Exposure: • ••
C ""
Mean Roof Height► .....
10.5:ft•..•
Least Overall Horizontal Dimension of Building!•••••
45 ft
Distance from left building corner to edge of garage door openings::::.
2-L. %
Distance from right building corner to edge of garage door opening;.*::.
26ft
'
Roof Slopes•••••
any'sldW
Positive Design Pressure =
5.4
' • • • =
Negative Design Pressure -141.5erilf
. ..
•• .
Design Assumptions:
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, P.A. by
others. These calculations do not address the structural adequacy of the jambs or other supporting structure.
These calculations merely determine the Design Wind Pressures for the given garage door size and building
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 garage doors that are
manufactured by Entrematic.
L
4. 'Zo
ST TE OF
.STRUCTURAL SOLUTIONS, P.A.* (*dba Structural Solutions of North Carolina, Inc., FL Firm #29412)
Thomas L. Shelmerdine, PE (Florida PE #0048579)
M E
HIIAMP
NIIANII-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINLSTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
Amarr Garage Doors dba Entrematic
165 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 (AHD).
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) reset4C jhe right
to have this product or material tested for quality assurance purposes. If this pipdupt or mau•ialfails to,,,,,
perform in the accepted manner, the manufacturer will incur the expense of such 25ting and;ke AHJ may
immediately revoke, modify, or suspend the use of such product or material within Vdr7 jurishicdon. RER• • •:.
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Contrgl.,,,�
Section that this product or material fails to meet the requirements of the applieable'l,)( oki coffer . %
This product is approved as described herein, and has been designed to comply withtb0�aorida• uild3ng
Code, including the High Velocity Hurricane Zone. • • • • .. .. ......
DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Segtional:Garage poor up to ,
9'-0" Wide with Impact Windows (DP +51.1, -60.3 PSF) • • ......
APPROVAL DOCUMENT: Drawing No. IRC-9509-180-21-G, titled "Model 920 Hetjtage & 455 bak
Summit (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 1'throdgh 3 pf 3, dpted
03/12/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shehnerdine, PEE bb
10/03/2013, bearing the Miami -Dade County Product Control renewal 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, Florids, 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 marmfacturer or its distributors and shall
be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 17-1010.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No.18-0725.02
MIAMMnMDECOUNTY Expiration Date: October 10, 2023
""• ' Approval Date: August 30, 2018
Dfl Jy3�QD1 Page 1
Amarr Gara a Doors dba Entrematic
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous NOA's
A. DRAWINGS "Submitted under NOA # 13-0813.21 "
1. Drawing No.1RC-9509-180-21-G, titled' Model 950 Heritage & 655 Oak Summit (24 GA)
1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 1 through 3 of 3, dated
03/12/2013, prepared by Amarr Garage Doors, signed and sealed signed and sealed on
10/03/13 by Thomas L. Shelmerdine, P.E.
B. TESTS "Submitted under NOA # 13-0813.21 "
C.
1. Addendum to Test Report No. ATLNC 0319.01-13, prepared by American Test Lab, Inc.,
dated 06/11/2013, signed and sealed by David W. Johnson, P.E. 0600
2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FB(, T)P 202-9$° ° ° ° ° 000000
2) Large Missile Impact Test per FBC, TAS 201-94 ° ° ° o ° ° ° ° 00
3) Cyclic Wind Pressure Loading per FBC, TAS 20:f 94e ° ° ° 000000000
4) Forced Entry Test per FBC, TAS 202-94 ° ° ° ° ° ° °
°
® ° °°°°°
5) Tensile Test per ASTM E8 °°°° ° ° ° ° ° ° °
°
°°°°°
along with marked -up drawings and installation diagram of Amarr 9 e x.Tb %4 ga stgel garage ° °
°°°°°
door Model 950, prepared by American Test Lab, Inc, Test Report No.°ATLNC 03I9 j.-13, ° ... ° ..
dated 05/01/2013, signed and sealed by David W. Johnson, P.E. ° ° ° ° ° ° ° °
° ° ° °
3. Test report on Evaluation of Painted or Coated Specimens Subjectectto Co osive ° ° ° ° 000000
Environments per ASTM D1654 & ASTM B 117, prepared by Archlect l Testing, h$c., Test °
°°°°°°
Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed by � T. map, P.E o °
"Submitted under NOA # 13-0503. 06" 0000
CALCULATIONS "Submitted under NOA # 13-0813.21 "
Anchor calculations prepared by Structural Solutions, P.A., dated 07/16/2013, signed and
sealed by Thomas L. Shelmerdine, P.E.
R
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company (MA) for
their "Saflex Clear and Color Glass Interlayers" approved on 06/19/2014, expiring on
05/21/2016.
F. STATEMENTS "Submitted under NOA # 15-0505.15"
1. Statement letter of code conformance to the 51bedition (2014) FBC and no financial interest
issued by Structural Solutions, PA., dated 04/08/2015, signed and sealed by Tomas L.
Shelmerdine, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No.18-0725.02
Expiration Date: October 10, 2023
Approval Date: August 30, 2018
E-1
Amarr Garare Doors dba Entrematic
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2.
Evidence submitted under NOA # 17-1010.07
A.
DRAWINGS
1. None.
B.
TESTS
000000
1. None.
° ° 0000
0 0
0
00 O 00
000000
°
0
000000 0 00 000
0
00
°
00000
C.
CALCULATIONS 000000 0
0 0
1. None. 0000
® 0 0
• 000000°
0 0 0 0 0
0000 0
*GOOD
000000 0 0
® 0 0 0 0
0 0
00000
D.
00 00 00 00
QUALITY ASSURANCE ° ° ° :00 0
000000
1. Miami Dade Department of Regulatory and Economic Resour;esoMR) GO. o
00
o ... e °
0 0 ®0
° °O
° ° °
°O o 0000
0
0 0
000000
0 0
0
0000
E.
MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.17-0712.05 issued to Eastman Chemical Company (MA) for
their
"Saflex Clear and Color Glass Interlayers" approved on 09/07/2017, expiring on
05/21/2021.
F. STATEMENTS
1. Statement letter of code conformance to the 61 Edition (2017) FBC issued by
Structural Solutions, P.A., dated 09/11/2017, signed and sealed by Thomas L.
Shehnerdine, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No.18-0725.02
Expiration Date: October 10, 2023
Approval Date: August 30, 2018
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••• • • • ••• • •
C1FN`-ATIONR AND HOSES
'. ALL THE LOAD FROM THE DW IS TRNWERRED TO THE VMMAL TRACK.
FRM ME TRAGIC THE LOAD 6 TRAwE'R REO R) M VERTICAL JALM
THE HORIZONTAL JAi S OR READER R£COVES NO PORTION OF TIM LOAD
VLMIWERM FROM THE DOOR.
3. DOOR AtND HARDII'ARE YdLL BE Dam. MAKWAOTURED
ARID MTAtLED KITH SMMARDS AS SET FORTH BY OASMA.
4, DOOR SECTIONS SHALL BE 24 GA. 408 UIN. OCTT:ITZOR SM
ROLLED FORM, W/ BAKED ON POLYESTER
& DOUPTO 7'0' HM CQNSTST OF (4) SECTWHDOM AS 5}tD'Idi.
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ON PACE 3
7. SUFQOR2 o STaWit tAL ELEMOM SHALL BE MMMM
BY A REGISTRRI pR0FESsMALENCO 82 FOR VAMD LOADS
pQOMA ED ON THIS ORAMO iN ADDTITON TO OTHER LLIADD M
8. TM APPROVAL RFD=B THE MANUFACTURER TD Do TESTITC OF ALL
COILS USED TO FABRICATE DOM PAMES LIHDER THIS NOTICE OF A0CEPT1XM
A MRT[d W OF 2 SPE» SIMLL .BE CUT FROU VM COL AND MQ=
T13TE0 ACCORMNi TO AM E-8 BY A DARE COUNTY APPtTO M LAB
MECTcO AND PAo -BY THE MANUFACTURER. EVENLY 3 UOMTHS. 4 MAES A
YEAR. UM 11AtAWACTURiQi SMI MAIL 10 7M ORT` M A COPY OF THE TM
REPORTS MM COIIFTRIa=m THAT TT# SPEcMM WERE SELECTED FROM
COBS AT THE MANUFACTURER PRODUCT * FACaSF M AND A NOTARIZED
STATEMEtiT FROM THE MANUFACTURER THAT my COLS VMM YIELD STRENGTH
OF n000 PSI OR MORE MALL BE USED TO W XE DOM -MfE1S FOR IMM
COIRTPY UNDER RM NOTiC6 OF ACCEPTANCE.
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