WS-17-272 Permit No. WS-2-17-272
OR Miami Shores Villa aPermit Type:Windows/Shutters
""'
10050 N.E.2nd Avenue NE
� er� , Work Classification-Garage Door
Miami Shores,FL 33138-0000
Permit Status:APPROVE[?
Phone: (305)795-2204
EYOR�Dp'
Issue Date:212/2017 Expiration: 08/01/2017
Project Address Parcel Number Applicant
161 NE 108 Street 1121360090220
Miami Shores, FL 33161-7037 Block: Lot: JOHN&REBECCA MURRAY
Owner Information Address Phone Cell
JOHN&REBECCA MURRAY 161 NE 108 Street (812)223-0540
MIAMI SHORES FL 33161-
161 NE 108 Street
MIAMI SHORES FL 33161-
Contractor(s) Phone Cell Phone Valuation: $ 989.00
ADCO OVERHEAD GARAGE DOOR IN (305)885-8836
._� ......__. ___.. Total Sq Feet: 56
Type of Work:REPLACE GARAGE DOOR ONE DOOR SOLID Available Inspections:
No of Openings: 1 Inspection Type:
Additional Info:REPLACE GARAGE DOOR ONE DOOR SOLID Final
Classification:Residential Review Building
Scanning:3
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $0.60
' DBPR Fee Invoice# WS-2-17-62804
$2.00 02/02/2017 Credit Card $ 124.60 $0.00
DCA Fee $2.00
Education Surcharge $0.20
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $0.80
Total: $124.60
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 AFFIDAV ce i th t II h foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zo ing. u e e I orize the above-named contractor to do the work stated.
February 02, 2017
Authorized Signature:Own r / Applicant / Contractor / Agent Date
Building Department Copy
February 02,2017 1
Miami Shores Village EIVSD
Building Department FEB 2 2017
10050 N.E.2nd Avenue, Miami Shores,Florida 33138 B'Y:_
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 201q
BUILDING Master Permit No. W
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: .St
City: Miami Shores / �a ('' County: Miami Dade Zip: 331691
Folio/Parcel#: I L —of 1 -00G-O'�)aC) Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: . Flood Zone: BFE`. FFE:
OWNER:Name(Fee Simple Titlgholder): a' 4�Q�wcY&.y Phone#:
Address: -AVV AL. //
/ W ' c— 108 1` J /n. (0 f!
City: 10' S ` State: ( - Zip: C/
Tenant/Lessee Name: L I -�- Phone#:
Email r ra t D o k oO
Ir
CONTRACTOR:Company Name: rQ � n(2tione#: g ss sa-D)C21
Address: 7677 y u) 54
City: /" I i m III I State: - J FL . Zip: _3 3/1 0&&
Qualifier Name: lluz ,/2�LA-) arne �tolGZ Phone#: WS -q 6-4- 1903
State Certification or Registration#: 02.cvLb-7 Q 15- Certificate of Competency#: (00.- R SC®z95
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: / Zip:
Value of Work for this Permit:$: "1 O "1 w Square/LinearrFF,000ttage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑r,N.eww 2 Repair/Replace ❑ Demolition,0,0
Description of Work: I-L� P6�A C e lD ' l i u � V l. ��C� y C 0� � �<<ls(Lp_l� � � .d�I
60 c 1 r) Pt QL S /J0T �-� �e
N C UJ� W f lQ C C A i E M I`AA41 4� E COLS 4 f 5-Ua S,03
Specify color of color ttiru tile:
Submittal Fee$ -Permit Fee$ 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)
Bonding Company's Name(if applicable) i
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;vicertified-copy-of-theTecorded notice-ofcommencertrent-rrTu5t 8e`posted at-thcjoG-site
for the first inspection which occurs seven (7) days after the building permit is issued. In the ob of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signat e
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The
foregoing instrument was acknowledged before rm-e this
l day of re �_20 & by 1`-1 day of �L�Y�m beC 20 ( 10 by
who is personally known to o is personally known to
me or who has produced11" $y3� -�-$��5 as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: HUM RTO FERNMDEZ
* * MY CO ISSION t FF 181841 NOTARY PUBLIC:
EXPIR :December 7,2018
OP Budget Budget NotaryServkei
Sign: Sign:
Print: 11'YGI' Q Print:
Seal: Seal: �otrnoe4o MARIE DE LA PAZ
v * W COMMISSION 0 GG 017435
°>�.o� EXPIRES:Augusta 1,2020
o
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
OFFICE OF I ht rhUrth I Y ArrhAlbith
Summary Report
Generated On : 1/10/2017
Property Information
Folio: 11-2136-009-0220
Property Address: 161 NE 108 ST
Miami Shores, FL 33161-7037 I R
Owner
JOHN D MURRAY k.
REBECCA MAE MURRAY ..
161 NE 108 ST
Mailing Address MIAMI SHORES, FL 33161 USA
Primary Zone 1000 SGL FAMILY-2101-2300 SQA `
Primary Land Use 0101 RESIDENTIAL-SINGLE
FAMILY: 1 UNIT r
Beds/Baths/Half 3/2/0
Floors 1 »p
Living Units 1
Actual Area 1,940 Sq.Ft
Living Area 1,338 Sq.Ft
Taxable Value Information
Adjusted Area 1,690 Sq.Ft
Lot Size 9,300 Sq.Ft 2016 2015 2014
Year Built 1949 County
Exemption Value $0 $50,000 $50,000
Assessment Information Taxable Value $323,719 $58,424 $57,564
Year 2016 2015 2014 School Board
Land Value $199,874 $164,822 $155,872 Exemption Value $0 $25,000 $25,000
Building Value $121,545 $122,525 $120,311 Taxable Value $323,719 $83,424 $82,564
XF Value $2,300 $1,908 $1,934 City
Market Value $323,719 $289,255 $278,117 Exemption Value $0 $50,000 $50,000
Assessed Value $323,719 $108,424 $107,564 Taxable Value $323,719 $58,424 $57,564
Regional
Benefits Information Exemption Value $0 $50,000 $50,000
Benefit Type 2016 2015 2014 Taxable Value $323,719 $58,424 $57,564
Save Our Homes Assessment
Cap Reduction $180,831 $170,553 Sales Information
Homestead Exemption $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description
Second Homestead Exemption $25,0001 $25,000 11/29/2016 $522,000 30335-3430 Qual by exam of deed
Note: Not all benefits are applicable to all Taxable Values(i.e.County, 07/10/2015 $385,000 29763-3705 Qual by exam of deed
School Board,City, Regional). 04/01/1986 $75,000 12892-2840 Sales which are qualified
Short Legal Description
DUNNINGS MIAMI SHORES EXT NO 5
PB 48-21 (� H v f r"ay P ISD ®(. a hoo. COm .
LOT 14 BLK 216
LOT SIZE 75.000 X 124
OR 12892-2840 0486 1
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 assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
PRODUCT APPROVAL PRESS.P,,,!Tm P,EQD.
DESIGN PRESS.RATI.NG FOR SPECIFIC OPEN. OPENING SIZES
OPENING PRODJCF'ACCEPTANCE -
11VID71,1)f AREA IN
LOCAT@Oiii NUM3ER M PSC (-)PSF (+)PSF e-SF HEIGHT SQ FEET
SI
Miami Shores Village
APPROVED By DATE eta
c�
�l ZONING DEPT
LV
t, BLDG DEPT 4ERAL SUBJECT TO COMPLIANCE WITH ALL F
9 C�
STATE AND COUNTY RULES AND REGULATIONS P
Pi
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C <
•• ... . . v . . ..
• of • • • •
• •J• ••• • ••• •
. .. . . . . . . . . IVE
11 FEB 2 2011
• •.• By.
••• 0 0 • 066 0 0
AWL
MIAMI- MIAMI-DADS COUNTY
UCT CONTROL SECTION
11805 SW 26 Sheet,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESO2. 0. FMiami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy
Clopay Building Products Company
8585 Duke Boulevard
Mason,OH 45040
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 fails to meet the requirements of the
applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Single Car W8 Steel Pan Sectional Garage Door up to 9'-0"Wide w/Impact
Resistant Tates(DP+48.0,-.54.0 PSF)
APPROVAL DOCUMENT: Drawing No.103547,titled"Single Car W8 Pan Door with Impact Resistant Lites",
dated 10/23/2006,with revision 04 dated 02/2015,sheet 1 of 1,prepared by ClopayBuilding Products Company,signed
and sealed by Scott Hamilton,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,manufacturing address,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.
LIMITATION:This approval requires the manufacturer to test all coils used to fabricate door panels under this
Notice of Acceptance.A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8
by a Miami Dade County approved laboratory selected and paid by the manufacturer.Every 3 months,four times a year,
the manufacturer shall mail to this office:a copy of the test reports with confirmation that the specimen were selected
from coils at the manufacturer production facilities and a notarized statement from the manufacturer that only coils with
yield strength of 30,600 psi or more shall be used to make door panels under this 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 entirg NOA sall b4';poo�idad to thS Lser by the manufacturer or its distributors and
shall be available for inspection at the job sit( tp tke Pe�es
ttnt citAle building Official.
This NOA revises NOA#12-0105.01• d eottsists4 t . page 1 and evidence page E-1,as well as approval document
mentioned above.
The submitted documentation was revje8yeA by CA.rlos M.Utrer a,P.E.
• NOA No 15-0225.03
MIAMMADE COUNlY •• ••• ••• ••• Expiration Date:February 21,2017
Approval Date:May 7,2015
Page 1*
. . . . . . . . . .
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.103547,titled"Single Car W8 Pan Door with Impact Resistant Lites",dated
10/23/2006,with last revision 04 dated 02/2015,sheet 1 of 1,prepared by Clopay Building
Products Company,signed and sealed by Scott Hamilton,P.E.
B. TESTS "Submitted under NOA#06-1107.02"
1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202
2)Large Missile Impact Test per FBC,TAS 201
3)Cyclic Wind Pressure Loading per FBC,TAS 203
along with marked-up drawings and installation diagram of Clopay 9'x 8' 24 ga. Steel Door,
Model 94W8,prepared by American Testing Lab,Inc.,Test Report No.ATLNC 1008.01-07,
dated 11/05/2007,signed and sealed by David W.Johnson,P.E.
"Submitted under NOA #06-1107.02"
2. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus,per ASTM G 155,
Test Report No. HETI-06-A002, prepared by Hurricane Engineering and Testing, Inc,
dated 11/08/2006,signed and sealed by Rafael E.Droz-Seda,P.E.
3. Tensile Test on GE Lexan SLX2432T,per ASTM D 638 and ASTM E 8,Test Reports No.
HETI-06-T566 and HETI-06-T634,prepared by Hurricane Engineering and Testing, Inc.,
dated 07/14/2006 and 11/08/2006,signed and sealed by Rafael E.Droz-Seda, P.E.
4. Test report on Self-Ignition Temperature(ASTM D 1929),Rate of Burn(ASTM D 635)and
Smoke Density(ASTM D 2843),Test Report No. ETC-06-1024-17496.0,dated 05/26/2006,
signed and sealed by Joseph L.Doldan,P.E.
C. CALCULATIONS "Submitted under NOA#06-1107.02"
1. Anchoring calculations prepared by Clopay Building Products Company,dated 10/24/2006,
signed and sealed by Scott Hamilton,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Tensile tests on Painted Frabossed Steel,per ASTM E 8,Test Reports No,HETI-06-T596,
T597 and T598,dated 08/24/2006,signed by Rafael E.Droz-Seda,P.E.
2. Salt Spray Exposure Test Report No.30160-04-63365,prepared by Stork Twin City
Testing Corporation,dated 01/26!2005,signed by John D.Lee,P.E.
F. STATEMENTS
1. Statement letter of code conformance with the 2010 and the 51h edition(2014)FBC issued by
Clopay Building Products Company,dated 02/18/2015,signed and sealed by Scott Hamilton,
P.E.
2. Statement letter of no financial interest issued by Clopay Building Products Company,dated
01/04/2012,signed Pdd sealtdPy,S jpq Itanliltor"P.E.
"Submitted under MOA#A-1147.V26.'
.. ... .. . . . .. 04 PIS
Carlos M.Utrcra,P.E.
•
0:0 ... ••• Product Control Examiner
• NOA No 15-0225.03
•• :• Expiration Date:February 21,2017
•• Approval hate:May 7,2015
Soo 0
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CLOPAY BUILUING PROOUC7S VATFI IMPACT RESISTANT LIiES
2"10 PAUL STEELROULR Building Products 8585O(KEBLVD. jDRAVIN6MN6EM vice
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WORST CASE DESIGN PRESSURE CHART
RETROFIT GARAGE DOOR - COMMERCIAL SIZES
175 MPH, EXPOSURE C, 2010 FLORIDA BUILDING CODE (ASCE7-10)
DADE CO., FLORIDA M' clupaviv
THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON
THE FOLLOWING ASSUMPTIONS: [��
1)THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE(ZONE 5) BuI�lLDING PRODUCTS iUCTS
ACCORDING TO ASCE7 CALCULATION METHODS. A Gr oi'i Corr opy
2) BASED ON ENCLOSED BUILDING,ANY ROOF SLOPE.
3) ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1. NO OTHER LOAD FACTORS OR REDUCTIONS ARE
ALLOWED.
NOTE 1:SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN
ZONE 5 BY CALCULATION.THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN
PRESSURES THAN SHOWN ON THESE CHARTS.
NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN
PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE,A 16'x10'OPENING CAN BE ASSUMED TO HAVE THE SAME
DESIGN PRESSURE AS A 16'x8' OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10'TO HAVE A LOWER DESIGN
WORST CASE DESIGN PRESSURES (PSF)
MEAN ROOF HEIGHT
UP TO 15' 16' 17' 18' 19' 20' 21'
8'x7' +35.6, -44.7 +36.0, -45.2 +36.4, -45.7 +36.8, -46.3 +37.3, -46.8 +37.7, -47.3 +38.0, -47.7
Lu 8'x8' +35.2, -44.0 +35.7, -44.5 +36.1, -45.0 +36.5, -45.5 +36.9, -46.1 +37.3, -46.6 +37.6, -47.0
N
F 9'x7' +35.3, -44.1 +35.7, -44.6 +36.1, -45.1 +36.5, -45.6 +36.9, -46.1 +37.4, -46.7 +37.71 -47.1
(D 9'x8' +34.91, -43.4 +35.3, -43.9 +35.8, -44.4 +36.2, -44.9 +36.6, -45.4 +37.0, -45.9 +37.3, -46.3
Z 16'x7' +33.8, -41.1 +34.2, -41.6 +34.6, -42.0 +35.0, -42.5 +35.4, -43.0 +35.8, -43.5 +36.1, -43.9
a 16'x8' +33.4, -40.4 +33.8, -40.9 +34.2, -41.3 +34.6, -41.8 +35.0, -42.3 +35.4, -42.8 +35.7, -43.1
O 18'x7' +33.5, -40.5 +33.9, -40.9 +34.3, -41.4 +34.7, -41.9 +35.0, -42.4 +35.4, -42.8 +35.8, -43.2
18'x8' +33.1, -39.8 +33.5, -40.2 +33.9, -40.7 +34.3, -41.2 +34.7, -41.6 +35.1, -42.1 +35.4, -42.5
WORST CASE DESIGN PRESSURES (PSF)
MEAN ROOF HEIGHT
22' 23' 24' 25'
8'x7' +38.3, -48.2 +38.7, -48.6 +39.0, -49.0 +39.4, -49.4
N 8'x8' +38.0, -47.4 +38.3, -47.8 +38.6, -48.2 +39.0, -48.6
Fn 9'x7' +38.0, -47.5 +38.3, -47.9 +38.7, -48.3 +39.0, -48.7
(D 9'x8' +37.6, -46.7 +38.0, -47.2 +38.3, -47.6 +38.6, -48.0
Z 16'x7' +36.4, -44.3 +36.7, -44.6 +37.0, -45.0 +37.4, -45.4
w 16'x8' +36.0, -43.5 +36.3, -43.9 +36.7, -44.3 +37.0, -44.7
a
O 18'x7' +36.1, -43.6 +36.4, -44.0 +36.7, -44.4 +37.0, -44.7 AA i s181rx �4
18'x8' +35.7, -42.9 +36.0, -43.2 +36.3, -43.6 +36.6, -44.0 ��4� 'CAl� t•�,r
4 •_....,,__
THIS CALCULATION SHEET IS ONLY VALID € �Q , .,,�
No 63286 �t
FOR THE FOLLOWING BRAND
.Sr.- ; :•• _ = _
IDEAL, AND HOLMES. .•• ••; •0; 0 ; aa• 1� STATE OF
Scott Hamilton, P.E. '00", AN
0:0 0 -.4 0E9It3v='�j,
8585 DUKE BLVD. r; " A �
MASON, OHIO 45040 06 o
60 - - / I
� €
(513) 770-4800 gnat"' 5/17/2012
FLORIDA P.E. No. 63286
File: DADE CO WORST CASE 2010 R01 [RETROFIT] •:• : : : : •;•
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