WS-17-1854Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Permit
Permit NO. WS -7-17-1854
Permit Type: Windows/Shutters
Worts Classification: Garage Door
Permit Status: APPROVED
Issue Date: 7120/2017
Expiration: 01/16/2018
Parcel Number
Applicant
800 NE 95 Street
Miami Shores, FL
1132060410010
Block: Lot:
AMY J MACCLELLAN
Owner Information
Address
Phone
Cell
AMY J MACCLELLAN
800 NE 95 ST
MIAMI SHORES FL 33138-2515
Contractor(s)
AMERICAN STORM PROTECTION
Phone Cell Phone
(305)264-0446 (305)513-0514
Valuation:
Total Sq Feet:
$ 1,970.00
24
Type of Work: INTERIOR REMODEL, KITCHEN, BATHROOM
No of Openings: 1
Additional Info:
Classification: Residential
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee
Scanning Fee
Technology Fee
Amount
$1.20
$2.00
$2.00
$0.40
$110.00
$9.00
$1.60
Total: $126.20
Pay Date Pay Type
Invoice # WS -7-17-64630
07/20/2017 Credit Card
07/20/2017 Credit Card
Amt Paid Amt Due
$ 76.20 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Final
Review Building
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 information is accurate and that all work will be done in compliance with all applicable laws regulating
construction d zoning. Futher re, I authorize the above-named contractor to do the work stated.
Authoriz(d ignature: Owner / Applicant / Contractor / Agent
Building Department Copy
July 20, 2017
Date
July 20, 2017 1
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION UNE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC ❑ ROOFING
❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS
JOB ADDRESS: 800 Iii qr5 5
Master Permit No.
Sub Permit No.
❑ EXTENSION 120 RENEWAL
❑ REVISION
❑ CHANGE OF
CONTRACTOR
RECEIVED
JUL 2 0 2011
FBC 20 ILt
wS - (85C(
❑ CANCELLATION ❑ SHOP
DRAWINGS
City: Miami Shores County:
Folio/Parcel#: I - 32-0G- 04( - 00(0
Occupancy Type: Load: Construction Type:
Miami Dade
zip: 33i36'
Is the Building Historically Designated: Yes NO
Flood Zone:
BFE: FFE:
OWNER: Name (Fee Simple Titleholder): rn NGGIG(IA►J Phone#:
Address: 800 )J1 Ct5 St-
City: MIA -JAI S lore -S State: i t- Zip: S3i 36'
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: /-\,-4e ( A) Stow NrrZeato,.) Phone#: 305-513-05 IL(
Address: 10 80 I N (n) i 4 5i
City: M it ,A j S State: F�- Zip: 321 -?L
Qualifier Name: ic,nc 4 on Ro1>1 lye?- Phone#:
State Certification or Registration #: GG C 1513 21 4 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address:City: State: Zip:
Value of Work for this Permit: $ j r1) O. d O Square/Linear Footage of Work: 24
Type of Work: ❑ Addition ❑ Alteration
❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: (Z.v,e&J1rkcA GAYetr Qxr V -AZ CA,1 InSPecro'" '�0 Gko5-e Ove
—mom U farm1- * NS IV) 2(06
Specify color of color thru tile:
Submittal Fee $
Scanning Fee $
Technology Fee $
Structural Reviews $
(Revised02/24/2014)
Permit Fee $ CCF $ CO/CC $
Radon Fee $ DBPR $ Notary $
Training/Education Fee $ Double Fee $
Bond $
TOTAL FEE NOW DUE $
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 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.
Signature
OWNER or AGENT
CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
i
t 7 day of StA__ t / , 20 / 7 , by / �, /day of SL,L J , 20 #' 7 , by
Any Mc c/e 4n, , who is personally known to ,.-,V�tl VR,lc(JOLJwboflall kctown to_
me or who has produced FL D L as me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
onk � Commission 0 GG 58774
•
;? 1T dna My Commission Expires
.,,, Nl ' December 28, 2020
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
EL I-4_12_1.6144
MICHAEL MARRERO
Commission # GG 58774
My Commission Expires
December 28, 2020
****************************** *** ***************************************a********
APPROVED BY Plans Examiner Zoning
(Revised02/24/2014)
Structural Review Clerk
A
�Cr.�; _rte
AUG iZ 2015
BY:
TI'
Egress
TM-SGD
FL15726.1
95-1/4 x 79-3/4
X
0
X
- Slide Picture Slide
1/4-1/2-1/4
14-0107.08
106 x 50-1/4
Bedroom
x
0
TM -HR
11-0107.08
52-3% x 50-1/4
Bedroom
Amy McClellan
800 NE 95th Street
Miami Shores, FL 33138
TM - SH
12-0213.05
18-3/4 x 50-1/4
privacy
Bedroom
X
0
TM-SGD TM -HR
14-0107.08
FL15726.1 52-%2 x 37-1
119-3/4 x 79-3/4 Ws _ S 2030
Miami Shores Village
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
0___
</.71/ —
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
Front Door
N/A
x
0
TM -HR
14-0107.08
52-3% x 50-1/4
r
Clopay Garage
15-0225.10
16' x 8'
a
r
a
C
Bedroom
X
0
TM -HR
14-0107.08
73-3/ x 50-%
TM -2 -CM
FL16132.1
1x40163"mull:12-0221.09
52-1/2 x 62-1/2
Egress
TM -2 -CM
•�� T36132;•1 •••
1 %,@76"lt:ullotS0221.Og.
• ..jEgrpAs...
•. • . •
. •• •
.. • •. • •
• .
• . . .
••.•
• ••
••..
•
•
•
• . ... . • •
• •. •.... •• •• •.
• •... •• . •. •
• • •
• .. .. • . . .. .•
000 • . . 000 • •
TM -2 -CM
FL16132.1
1x40376"mull:12-0221.09
73-3/a x 76
'1
TM -2 -CM
FL16132.1
1 x4@63"mull:12-0221.09
52-1/2 x 62-1/2
TM -2 -CM
FL16132.1
1 x4@63"mull:12-0221.09
52-1/2 x 62-1/2
Egress
WIND LOAD TABLE FOR COMPONENTS AND CLADDING
CLIENT: ASP Windows and Doors 800 NE 95 Street
ADDRESS:
PROJECT:
Amy McClellan
EXPOSURE " D "
Roof Slope > 10
Roof Elev.
(ft)
15
17
20
a
City
Miami Shores, FL 33138
State
ZIP
WIND VELOCITY = 175 MPH I HOOF SLOPE > 100
Tributary Area (Sq. Ft)
10
15
20
2.5 30
35
40
45
50
48.6
47.3
46.4
50.5
51.0
49.6
48.7
53.9
53.0
22
25
28
30
35
40
51.9
50.5
54.9
56.4
49.6
54.0
50.9
55.4
45.7
49.8
46.6
50.8
47.9
45.1
1111311
46.0
50.2
47.3
44.6
48.8
49.7
46.8
®11131®
®11B®M1®
CUM
HU®
48.8
44.2
48.3
49.3
46.4
43.8
48.0
48.9
46.0
43.5
47.6
44.4
48.6
45.6
50.7.
50.3
46.8
54.3
50.1
54.7
51.0
54.7
56.9
49.5
54.0
50.4
55.0
50.8
55.5
49.0
49.8
54.4
50.3
54.9
53.0
49.4
54.0
49.8
54.4
CU
46.5
50.9
47.7
49.0
48.6
113131®
a
56.1
60.9
37.6
62.4
54.7
59.4
56.0
60.9
55.0
59.8
54.1
53.5
51.6
52.9
52.4
49.4
54.0
50.7
51.9
49.0
53.6
50.3
55.0
59.0
58.3
45
50
55
60
59.0
64.0
59.9
65.0
60.9
66.0
111111
57.4
62.4
56.3
61.3
EMI
RUIEURIE11133111113E1
rin
63.4
1531
60.5
56.4
61.4
54.8
HEUSI
cricartarntirici
133131 55.0 54.5 54.1 Mil
CUES
56.8
56.4
54.2
60.7
60.1
64.4
62.4
61.7
61.1
59.6
55.4
60.5
54.9
60.1
60.2
59.0
57.4
54.5
CBI
67.0 65.4 64.3 63.4 62.6 62.0 51.5 61.0 60.6
GENERAL NOTES
Roof Slope > 10
Zone 5 Pressures
Roof Elev.
(ft)
Tributary Area (Sq. Ft)
10
15
20
'25
30
35
40
45
50
15
17
48.6
65.1
49.5
47.3
62.5
48.2
46.4
45.7
45.1
44.6
44.2
43.8
43.5
60.7
47.3
59.3
46.6
58.1
46.0
57.2
45.5
56.3
45.1
55.6
44.7
54.9
44,4
66.3
63.7
61.9
60.4
59.3
58.3
57.4
56.6
56.0
20
51.0
49.6
48.7
47.9
47.3
46.8
46.4
'46.0
45.6
68.2
65.5
63.6
62.2
61.0
59.9
59.0
58.3
57.6
22
51.9
50.5
49.6
48.8
48.2
47.7
47.2
46.8
46.5
69.5
66.8
64.8
63.3
62.1
61.0
60.1
59.3
58.6
25
53.3
51.9
50.9
50.1
49.5
49.0
48.5
48.1
47.7
71.4
68.6
66.6
65.0
63.8
62.7
61.8
61.0
60.2
28
54.3
52.8
51.8
51.0
50.4
49.8
49.4
49.0
48.6
72.7
69.8
67.8
66.2
64.9
63.8
62.9
62.0
61.3
30
54.7
53.3
52.3
51.5
50.8
50.3
49.8
49.4
49.0
73.3
70.4
68.3
66.8
65.5
64.4
63.4
62.6
61.8
35
56.1
54.7
53.6
52.8
52.1
51.6
51.1
50.7
50.3
75.2
72.2
70.1
68.5
67.2
66.0
65.1
64.2
63.4
40
37.6
56.0
55.0
54.1
53.5
52.9
52.4
51.9
51.5
77.1
74.0
71.9
70.2
68.9
67.7
66.7
65.8
65.0
45
59.0
57.4
56.3
55.5
54.8
54.2
53.7
53.2
52.8
79.0
75.9
73.7
71.9
70.5
69.4
68.3
67.4
66.6
50
59.9
58.3
57.2
56.4
55.6
55.0
54.5
54.1
53.7
80.2
77.1
74.8
73.1
71.7
70.5
69.4
68.5
67.7
55
60.9
59.3
58.1
57.2
56.5
55.9
55.4
54.9
54.5
81.5
78.3
76.0
74.3
72.8
71.6
70.5
69.6
68.8
60
61.8
60.2
59.0
58.1
57.4
82.8
79.5
77.2
75.4
73.9
56.8
03'
56.2
55.8
55.3
74.6
70.7
1. TABLES VALID ONLY FOR BUILDINGS OF
MEAN ROOF HEIGHT 60 FT. OR LESS.
2. ROOF ELEVATION "H", IS DETERMINED
BY USING FIGURE 1 AS REFERENCE.
3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1.
4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN
ROOF HEAIGHT AND APPLY TO ALL FLOORS.
5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR
SHOWN BUILDING HEIGHT IN END ZONE.
FIGt1QFs•1 4
•• •
• • •
•• •
D=10% OF LEAST HORIZONTAI•,p,,MSION •
ELEVATION "H" FOR SLOPED iRiDfCcS IS • •
THE MEAN ROOF HEIGHT.' '
•
r
H
u
D
u
D
•
69.8
•
•
•
•
•
•
ZONE CV
moo
•
•
•
6. TH5 DOCUMENT 5 NOT VAUD WITHOUT THE EMBOSSED SEAL
OF AN ENGINEER EMPLOYED BY AL-FAR000 CORPORATION.
7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY
MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN.
8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND FBC 2010 STANDARDS
dote: 10-02-13
keen br
checked by: H.M.
DWG NO. 1
SHEET 1 OF 1
REVISIONS:
F10.
dote
by
description
AL-FAROOQ CORPORATION
ENGINEERS & PRODUCT DEVELOPMENT
1235 SW 87 AVE TEL (305) 284-8100
MIAMI, FL 33174 FAX. (305) 262-697a
SEAL
JAVAD AHMAD
MIAMI=
COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economv
Clopay Building Products Company
8585 Duke Boulevard
Mason, 011 45040
SCOPE:
This NOA is being issued under the applicable rules and regulations goveming 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, ilk 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: 2" Steel Pan W8 DP46 Sectional Garage Door up to 16'-2" Wide w/ Optional
Impact Resistant Lites
APPROVAL DOCUMENT: Drawing No. 104754, titled "2" Steel Pan Doors", sheets 1 through 3 of 3,
dated 11/20/2012, with revision 01 dated 2/2015, prepared by Clopay Building 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 appliosille, instalfalton. •
instructiondrawing reference number, approval number (NOA), the applicable testis]%ilc yrds, am/ pel, • •
statement reading `Miami -Dade County Product Control Approved' is to be located taabbe 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 tlRtehas beet no change ilt • : • • •
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 Otte .
•
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endoiseiat of any product, for •
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with ails aootion 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 fbugiVe0 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 # 12-1205.07 and consists of this page 1 and evidence page E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
MIAMI•DADE COUNTY
APPROVED
NOA No 15-0225.10
Expiration Date: February 21, 2018
Approval Date: May 7, 2015
Page 1
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 104754, titled "2" Steel Pan Doors", sheets 1 through 3 of 3, dated
11/20/2012, with revision 01 dated 2/2015, prepared by Clopay Building Products
Company, signed and sealed by Scott Hamilton, P.E.
B. TESTS "Submitted under NOA # 12-1205.07"
1. 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) Forced Entry Test, per FBC, TAS 202-94
5) Tensile Test per ASTM E8
along with marked -up drawings and installation diagram of 16'2"x 8', 24ga steel
garage door Model 94W8 with windows, prepared by American Test Lab, Inc., Test
Report No. ATLNC 1023.01-12, dated 11/13/2012, signed and sealed by David W.
Johnson, P.E.
2. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels,
prepared by Stork Materials Technology, Test Report No. 30160-04-63365, dated
01/26/2005, signed by John D. Lee, P.E.
C. CALCULATIONS "Submitted under NOA # 12-1205.07"
1. Jamb anchor calculations prepared by Clopay Building Products Company, dated
11/21/2012, 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. Notice of Acceptance No. 13-0717.01 issued to SABIC Inndi7d08 Piastres for them
Lexan Polycarbonate Sheet Products, approved on 117%d13, gxAing o
07/17/2018.
F. STATEMENTS
• •
...• •
•• •
• . . . .
.... . •
.•
1. Statement letter of code conformance with the 2010 and the 5t: bti tion (20147FBC
issued by Clopay Building Products Company, dated 02/18/20;15, signed irnlsealed
by Scott Hamilton, P.E.
2. Statement letters of code conformance to 2010 FBC and no financial interest, issued
by Clopay Building Products Company, dated 11/21/2012, signed and sealed by Scott
Hamilton, P.E. "Submitted under NOA # 12-1205.07"
. . •
•• . .... .
E-1
04/301;0,'
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 15-0225.10
Expiration Date: February 21, 2018
Approval Date: May 7, 2015
D
C
B
A
4
3
2
1
MODELS
24 GA SHORT
24 GA FLUSH
CLOPAY
84A, 94
98
HDLMES
4B, 488
--
IDEAL
4RST
4F
r A
ONE INTERMEDIATE STILE BETWEEN EACH
EMBOSS LOCATION. ATTACHED W/
TOG -L -LOC (TOP & BTM) AND
URETHANE ADHESIVE (ALONG CENTER).
MAX. DOOR HEIGHT = 16'-0"
8 DE
SECTIONS
UP TO 7'0'
4
7'3' TO 8'9'
5
9'0' TO 10'6'
6
10'9' TO 12'3'
7
12'6' TO 14'0'
8
14'3' TO 15'9'
9
16'0'
10
MAX SECTION HEIGHT 21'
°0
°0
f0
°0
°0
°0
'VO
ISI
I
7-
1
---14
I
I
I 1
1111 1
1 1
1
1
♦♦—Im'1
V
- 1
IMI
III
iiIIII
:ISI
ISI
ISI
1
:.
PI
"miiiiImIliiim
A.14.,
1
r 1.r
, �.
s.w ..
.r
.r e�r
-lip'—
ill
_ _da'
—
L._.... A OPTIONAL OUTSIDE KEYED LOCK POSITION.
MAX DOOR WIDTH = 16'-2"
DOUR HEIGHT
8 DE
SECTIONS
UP TO 7'0'
4
7'3' TO 8'9'
5
9'0' TO 10'6'
6
10'9' TO 12'3'
7
12'6' TO 14'0'
8
14'3' TO 15'9'
9
16'0'
10
MAX SECTION HEIGHT 21'
DESIGN ENGINEER.
SCOTT HAMILTON. P E.
FLORIDA LICENSE No. 63286
SHEET,
1 OF 3
REVISIONS
REV. NO.
ZONE:
DATE:
ECN 140.
APPVD:
DESCRIPTION
01
2/2015
SH
ADDED CODE COMPLIANCE STATEMENT.
OPTIONAL ROW OF IMPACT -RESISTANT GLAZING.
MAX. GLAZING SIZE IS 18-1/2" z 11".
GLAZING IS INJECTION MOLDED GE LEXAN
SLX2432T, AN APPROVED CC2 PLASTIC IN
ACCORDANCE WITH IBC/FBC 2606.
SEE SECTION B-8 FOR ASSEMBLY DETAILS.
(GLAZING SHOWN IN INTERMEDIATE SECTION.)
VIEW "0" (SEE SHEET TWO).
IMPACT—RESISTANT CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE
IMPACT -RESISTANT. OPTIONAL INJECTION -MOLDED POLYCARBONATE FRONT FRAME ANO
GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH
IBC/FBC 2606.
THE ENITRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
WIND LOAD REOUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT.
GLAZING SHOWN IN TOP SECTION.
•
VIEW "C" (SEE SHEET TWO). ��
16 GA. END STILES ATTACHED TO
DOOR SKIN WITH PATENTED le
TOG -L -LOC SYSTEM (TOP, BOTTOM & M�
CENTER). ATTACHED TO TOP AND
BOTTOM RAIL WITH PATENTED
TOG -L -LOC SYSTEM.
TWO POINT LOCKING
INTO TRACK.
(2) LHR TOP BRACKETS USED AS
INNER BOTTOM BRACKET.
INSIDE ELEVATIONS (1) 3 -IN ROLLER CARRIER (P/N
0120394) USED WITH 3" TRACK.
LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IM PER VEHICLE.
SECTION B -B (IMPACT -RESISTANT GLAZING OPTION)
�\ DETAIL 'D'
DETAIL
/ \
OPTIONAL OECORATNE 2.25
SNAP -IN INSERT.
•
D.it•
AIR
WSW
• 11 •
• • IU• • •
•• ••• y
IMPACT RESISTANT
ONE-PIECE INJECTION
MOLDED GE LEXAN
SLX2432T Flow'
FRAME & r+ 1NG. • : •
• ••
••• •
MULTIPURPOSE HIGH BOND TAPE
(BETWEEN FRAME AND FACADE).
DECORATIVE FRONT FACADE.
• ••
• •
• S!jTTURAL SILICONE SEALANT
• • (BETWF€N STEEL SKIN AND FRAME).
• • ••
- POLYSTYRENE RETAINER FASTENED TO FRAME WITH
(10) #'8 x 3/4" PAN HEAD MACHINE SCREWS.
••• ••• • •
• • • •
• • • •
• • • •
• • • • • •
• •
• •
• •
• •
• • • •
Vi
0
LA
i
V1
0 0
5
M�.
SLIDE BOLT LOCK
ENGAGES INTO
VERTICAL TRACK.
ONE LOCK ON
EACH SIDE OF
DOOR.
INSIDE SLIDE BOLT
LOCK OPTION
OUTSIDE
KEYED
HANDLE.
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
ENO
STILE.
INSIDE HANDLE
OUTSIDE KEYED LOCK WITH
SNAP LATCH LOCK OPTION.
I
OUTSIDE
HANDLE.
.14
END
STILE.
LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
OUTSIDE KEYED LOCK WITH
LOCK BAR LOCKING.
THIS PRODUCT CONFORMS TO THE
Plt(M�UCT �V1� REQUIREMENTS OF THE 2010 FBC
a..50 iq sdi Ar Finddi AND THE FIFTH EDITION FBC.
etr DESIGN LOADS: +46.0 P.S.F. & -50.0 P.S.F.
Ane4yr4lR 1 �� Unless Stated Otherwise 8585 Duke Boulevard /B TOLERANCES are ClOpay Mus en• OH 45340 800
BY __% � 0 = 1.031 Biking Pam Fel 8 . 513-770-4853
&iia Products Fax Ne. 513-770-4853
.00 = 3.015
.000 = 3.005
.0000 = 3.001
Degrees = ± 1/2'
Omens Staled Otherwise
DIMENSIONS ARE IN INCHES.
PART NO.: N/A
VINDLOAD RATING
W8 DP4C
DESCRIPTION: 2" STEEL PAN DOORS (SEE TABLE FOR MODELS)
DRAWN BY: SH
DATE: 11/19/12
SCALE: NTS
CHECKED BY: 5H
OATS: 11/20/12
SHEET 1 OF 3
DWG.
SIZE Li
DWG. NO.: 104754
VER: MD
4
3
••• • • • • ••• • •
• • •• •• •• • • •
• •• • ••• •• •• ••
• •• • • •• • •• •
• • •
• •• • • • • • • • • •
••• • • • • ••• • •
T
2
B
A
D
C
B
A
4
3
2
MODELS
CLOPAY
24 GA SHORT
84A, 94
24 GA FLUSH
98
HDL NES
48, 48B
IDEAL
4RST
4F
HORIZONTAL (TOP) JAMB
(NO LOAD FROM DOOR)
FASTENER
TYPE
2x6 VERTICAL JAMB
SHEET.
2 OF 3
REVISIONS
REV. NO.
ZONE:
DATE:
ECN NO.
APPVD:
DESCRIPTION
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
NOTES:
I. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO
THE 2x6 VERTICAL SYP (GRADE /2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS
TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +36B L8 & -400 LB. PER LINEAR
FOOT OF JAMB.
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REOUIRED TO BE) COUNTERSUNK TO PROVIDE A
FLUSH MOUNTING SURFACE.
4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY.
WOOD FRAME BUILDINGS
STUD WALLS OF DOOR OPENING SMALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE
TREATED SYP (GRADE /2 OR BETTER) W000 STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI
NOMINAL EXTREME FIBER STRESS IN BENDING (Fb) FOR DOORS UP TO 6'0" HIGH OR (4) 2x6
PRESSURE TREATED SYP (GRADE #2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN
1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F6) FOR DOORS UP TO 16'0" HIGH. STUD
WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS.
BLOCK WALL OR CONCRETE
2x6 SYP (GRADE /2 OR BETTER) WOOD JAMB SHALL 8E ANCHORED TO GROUT REINFORCED BLOCK
WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND
REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS
SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN.
BLOCK WALLS ANO CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT
OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE.
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2.6 VERTICAL JAMBS OR SUPPORTING STRUCTURE)
BUILDING TYPE
FASTENER TYPE
MAXIMUM
ON -CENTER
DISTANCE
BETWEEN •
FASTENERS
STEEL •
WASHERS
REWIRED?
BLOCK WALL
1 4" x 1-1/4" MIN. EMBED TAPCON CONCRETE ANCHOR
6 -Ila"
1' 0.0.
3000 PSI MIN. CONCRETE
1 4" x 1' MIN. EMBED TAPCON CONCRETE ANCHOR
6-3/4"
2000 PSI MIN CONCRETE
3)8" X 1-3/4" MIN. EMBED WEJ-IT ANKR TBE SLEEVE ANCHOR
13-1/2"
INCLUDED
4000 PSI MIN CONCRETE
3/8" X 1-3/4' MIN. EMBED WEJ-17 ANKR TRE SLEEVE ANCHOR
24"
INCLUDED
3" 07 I - ,,: I , r . .
14-3/4"
1" O.D.
• FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED
AT LEAST AS HIGH AS THE DOOR OPENING.
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"", EXCLUDING STUCCO THICKNESS.
*: No 6 86 /.': *•
,'o ro
i9T. STATE OF IOI�
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
•• ••• • • •
•
PfLODUCr REV • • • • • •
4vpkilyMil alflag& •
AomoriMb-. •8 •• •• •
• ••• •••
146/0" SHEET METAL SCREWS
1/4"x3/4" SELF
• TAPPING SCREWS.
14 GA. ENO HINGE
VIEW „B"
••• • •
• • • • • • • • 4.
• • • • • • • •
•• • • • • • • • •
• •• • • •• • • • •
••• • • • • •
01
SH
SEE REVISION HISTORY ON SHEET 1.
24 GA. (0.022" MIN. THICK.
32.9 KSI MIN. YIELD) DDS
STEEL EXTERIOR SKIN WITH
0-40 GALVANIZING, BAKED -ON
PRIMER AND A BAKED -ON
POLYESTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF
STEEL SKIN.
SHIP LAP
JOINTS
r4.
4-1/4"
VIEW "0"
4" TALL TAPER STRUT.
0.062" GALV. STEEL, 80
KSI MIN.
18 GA, (MIN.) INTERMEDIATE HINGE
VIEW "C"
I— 2" THICK
(2) 12 GA. GALV. STEEL TOP ROLLER
BRACKETS (2-1/2" x 5-3/8"). EACH
BRACKET ATTACHED W/(4) #14x5/8" SHEET
METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
TO TOP BRACKET WITH (2) 1/4"x1/2" BOLTS
AND NUTS PER BRACKET.
14 GA. MIN. GALV. ROLLER HINGE. EACH
HINGE FASTENED TO END STILES W/(4)
#14x5/8" SHEET METAL AND (2)
1/4"x3/4" SELF TAPPING SCREWS. SEE
VIEW "8".
ONE 4" T -STRUT PER SECTION. (SEE VIEW
"D") EACH T -STRUT ATTACHED AT EACH
HINGE LOCATION WITH (2) 1/4"x3/4" SELF
TAPPING SCREWS.
12 GA. MIN. GALV. STEEL BOTTOM BRACKET
ATTACHED WITH (2) #14x5/8" SHEET METAL
SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
SECTION A -A (SIDE VIEW)
DESIGN LOADS: +46.0 P.S.F. & -50.0 P.S.F.
D
C
4-
PART NO.: N/A
Unless Slated Otherwise
TOLERANCES ale
.0 = 3.031
.00 = 3.015
.000 = 3.005
.0000 = 3.001
Degrees = t1/2'
Unless Stotts Otherwise
',DIMENSIONS ARE W INCHES.
IM/M11 8585 Duke
uke 5041!410S0(6opay O51
3450
70- 41.1840
Bolding Products Company Fox No. 513-770-4853
VINDLOAD RATING
W8 DP46
DESCRIPTION: 2" STEEL PAN DOORS (SEE TABLE FOR MODELS)
DRAWN BY: SH
DATE: 11/19/12
SCALE: NTS
CHECKED BY: SH
DATE: 11/20/12
SHEET 2 OF 3
DWG.
SIZE
DWG. NO.: 104754
VER: MD
4
3
••• • . • • ••• • •
• • •
• • • • • ••
• • • •
••• •• •
•
• • • • • • • • • •
• •• .• • • • •• ••
••• • • • ••• • •
2
B
A
•
D
C
B
A
4
3
MODELS
CLOPAY
24 GA SHORT
84A, 94
24 GA FLUSH
98
HOLMES
48, 488
IDEAL
4RST
4F
2" TRACK CONFIGURATION
DOORS UP TO 800 LBS
NOTF' TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
WIND LOAD RATING OF THIS DOOR.
x
DOOR COUNTERBALANCE SYSTEM
13 GA GALV. STEEL FLAG BRACKET ATTACHED TO
JAMB WITH (3) 5/16" X 1-5/8" LAG SCREWS
AND TO TRACK WITH (2) 1/4" RIVETS.
AS ROD: SPACING NTE 14" 0.C.
2
10"
3-1/2"
2" GALV. STEEL TRACK,
TRACK THICKNESS: 0.083".
TYP. 2-1/2" X 12 GA GALV.
STEEL TRACK BRACKETS,
ATTACHED TO JAMB WITH (1)
5/16" X 1-5/8" LAC SCREW PER
TRACK BRACKET.
HORIZONTAL TRACK
SUPPORT BY DOOR
INSTALLER (TO SUIT).
DOOR
HEIGHT
"L"
70"
76"
82"
88"
94"
100"
106"
10,-0"
112"
118"
11,
124"
11'-6"
130"
12'-0"
136"
12'-6"
142"
13'-0"
148"
13'-6
154"
14'-0"
160"
166"
15'-0"
172"
15'-6"
17B"
16'-0"
184"
SHEET,
3 OF 3
REVISIONS
REV. NO.
ZONE:
DATE:
ECN NO.
APPVD:
DESCRIPTION
01
SH
SEE REVISION HISTORY ON SHEET 1.
)AMB CONFIGURATION
DOORS UP TO 800 LBS
I" DOOR OVERLAP (EACH SIDE)
2146 SYP WOOD JAMB. SEE
"JAMB PREPARATION NOTE".
STOP MOULDING BY DOOR INSTALLER (TO SUIT).
16 GA. GALV. STEEL END STILE.
18 GA. GALV, STEEL DOUBLE END STILE.
20 GA. MIN. GALV. STEEL INIERM. STILE.
2-1/2" x 12 GA GALV. STEEL
TRACK BRACKETS FASTENED TO
WOOD JAMBS WITH 5/6" X 1-5/8"
LAG SCREWS NOT TO EXCEED 14"
ON -CENTER. MIN. OF (9) LAG
SCREWS REQUIRED PER JAMB.
2" GALV. STEEL TRACK FASTENED TO
12 GA GALV STEEL TRACK BRACKETS
WITH EITHER (2) 1/4" DIA RIVETS OR
(1) 1/4" X 5/8" BOLT & NUT PER
TRACK BRACKET.
7/16" I.D. ROUND
PUSH NUT
FASTENER.
18 GA. GALV. STEEL INTER.
HINGE FASTENED TO CENTER
STILE W/(4) EACH 1144/8"
SHEET METAL SCREWS.
14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES 1V/(4) EACH #14x5/8"
SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE.
2" DIA. 7-1/2" LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
SECTION C -C
PREPARATION OF JAMBS BY OTHERS.
3" TRACK CONFIGURATION
DOORS 800 LBS AND OVER.
P KODUC4REVISED
oft,40141 eek NO A1oef&
Nodding 000,
No fie ri
DESIGN ENGINEER:
SCOTT HAMILTON. P.E.
FLORIDA LICENSE No. 63286
NOTE. TRACK CONFIGURATION ABOVE THE
DOOR OPENING DUES NOT AFFECT THE
WAND LOAD RATING OF THIS DOOR.
CENTER HANG REQUIRED FOR
DOORS OVER 8' HIGH.
3' GALV. TAPERED STEEL TRACK AND ANGLE. TRACK
THICKNESS: 0.101". ANGLE THICKNESS: 0.080".
MIN. ANGLE DIMENSIONS 3-1/4' x 2-7/8".
VERTICAL/HORIZONTAL TRACK
JUNCTION. TWO 1/4" BOLTS
& NUTS FOR EACH TRACK.
ADDITIONAL MOUNTING SLOTS
SPACED AT 12" CENTERS.
48"
12" ON CENTER
JAMB CONFIGURATION
DOORS 800 LBS AND OVER
1" DOOR OVERLAP (EACH SIDE)
2x6 SYP WOOD JAMB. SEE
"JAMB PREPARATION NOTE".
HORIZONTAL TRACK
SUPPORT BY DOOR
1INSTALLER (TO SUIT).
4' MAXIMUM SPACING
FROM LAST MOUNTING 3-1/4" x 2-7/8' MIN. x 0.080" TAPERED
SLOT TO TRACK JUNCTION ANGLE. SEE LAG BOLT MOUNTING BELOW.
LHR BRACKET (2-1/2" x 5-3/4" x 12GA)
ATTACHED WITH (2) 1/4" x 3/4" SELF TAPPING
SCREWS. NOTE THAT LHR BRACKETS ARE ALSO
USED WITH "DOUBLE END STILE' AS SHOWN IN
ZONE B-3 SHEET 1.
DOUBLE HORIZONTAL
TRACK.
001181 E TRACK
IOW HEADROOM OPTION
(AVAIL. FOR BOTH 2" AND 3" TRACK)
STOP MOULDING 8Y DOOR INSTALLER (TO SUIT).
6 GA. GALV. 5T EL END STILE
18 GA GALV STEEL DOUBLE END STILE.
20 CA. MIN. GALV. STEEL INTERN. STILE.
• ••• • • • • • ••
•
• • •• • • • • •
NEAP," TRAC• •OLT♦ANS NUS AT•FAL•I • • •
MOUNT+ SLOT •OC#1I01• • • • • •
•• ••• •• • • • ••
DOOR
HEIGHT
VERTICAL
TRACK LENGTH
•
3-1/2'*•
•
••• •
0.101" THICK 3" GALV. STEEL TRACK FASTENED
10 TAPERED ANGLE. TRACK ATTACHED TO
TAPERED ANGLE WITH ONE 1/4"x5/8" BOLT &
NUT AT EACH MOUNTING SLOT.
7/16" I...
PUSH NUT
FASTENER.
14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END
STILES W/(4) EACH 114x5/8" SHEET METAL SCREWS
AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE,
18 CA. GALV. STEEL INTER.
HINGE FASTENED TO CENTER
STILE 1V/(4) EACH 1144/8"
UND SHEET METAL SCREWS.
3" DIA. 8-1/2" LONG STEM BALL BEARING STEEL ROLLER.
SECTION C-9
PREPARATION OF JAMBS BY OTHERS.
DESIGN LOADS: +46.0 P.S.F. & -50.0 P.S.F.
• • • • ONE 5/16" 4 1-5/8" LAG SCREW SPACED AT THE SAME
• • • • INSTANCES AS THE TRACK BOLTS (I.E. 3-1/2', 10". 22", 34".
• • • • •6", ETC.). ADDITIONAL TAG SCREWS LOCATED AT 16". 28", &
• • • • 00" FROM BOTTOM. TWO TAG SCREWS ALSO LOCATED ABOVE
• • • • • •ERTICAL/HORIZONTAL TRACK JUNCTION.
• • •
PART NO.: N/A
Mess S101ed Olherwbe
TOLERANCES
.0 - 1.031
.00 4.015
.000 = 1.005
.0000 - 1.001
Degrees = 11/2'
Unless Staled Olherwbe
OINENSIONS ME IN INCHES.
Clopay 8585 Duke 5040 USA
M585 Ok 4Soul USd
Tel. No. 513-770-4800
&Wing Products Company Fox No. 513-770-4853
VINDLOAD RATING
W8 DP46
DESCRIPTION: 2' STEEL PAN DOORS (SEE TABLE FOR MODELS)
DRAWN BY: SH
DATE: 11/19/12
SCALE: NTS
CHECKED BY: SH
DATE: 11/20/12
SHEET 3 OF 3
DWG.
SIZE
DWG. NO.: 104754
VER: MD
4
3
••• • • • • ••• • •
• • • • • • • •
• • . ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••. . •
2
1
D
C
B
A
[2,5 < <`".
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC ❑ ROOFING
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20/1/ j:31‘1."'
Master Permit No.1.03 -8- i'j - 2D 30
Sub Permit No.
VISION
❑ EXTENSION El RENEWAL
EPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
S �4
.t�
JOB ADDRESS: 8 0 0 N E q 5 51 -
City: Miami Shores
County: Miami Dade
'I.
Folio/Parcel#: (I - 31-0 6 - 6 4 / — 0610 Is the Building Historically Designat
Occupancy. Type:
Load: Construction Type:
Flood Zone:
33/38
NO
BFE: FFE:
OWNER: Name (Fee Simple Titleholder): AM1 /i� C C (c1 (41A Phone#: s 7.57 ' 4082-
Address:
08LAddress: 800 Ne, qi 5 54
City: /•Li vs I'^f c MvveS State: �)
Tenant/Lessee Name: Phone#:
Email:
zip: 33/ 3
CONTRACTOR: Company Nam net CC, .51Lav?voteGf,CM Phone#:
Address: / 08G 1 tityla3
City: pexct1 4e: FI zip: 33/72
Qualifier Name: jov..ci t 1441 0/9 u40, Phone#:
State Certification or Registration #: CG c I S / S7-7 (4 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ I, 9-70. 0c) Square/Linear, FootageFof Work: 2.4 5 to
Type of Work: ❑ Addition Elu Alteration ❑ New Repair/Replace ❑ Demolition
Description of Work:"c 1/Aci (O Nn
Gg-R9C QGG(L ro evoJec+
Specify color of color thru tile:
��11QU
Submittal Fee $ w Permit Fee $ I 0 CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $ --"C$ ' ZO
(Revised02/24/2014)
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 e
promise in good faith that a copy of the notice of commencement and construction lien law br
whose property is subject to attachment. Also, a certified copy of the recorded notice of commenc
for the first inspection which occurs seven (7) days after the building permit is issued. In the a
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing instrumentwasacknowledged before me this
e day of -_] .-t. I . 1 �, 0 / 5� . by
fits YOAN met.teMat , wlHo is
gr :I
me or who has produced GarNS•,,
known to
41‘, as
identification and who did take an oath.
NOTARY PUBLIC:
eding $2500, the applicant must
will be delivered to the person
ust be posted at the job site
of such posted notice, the
___. ,
_ e..,
Signatur
CONTRACTOR
The foregoing instrument was acknowledged before me this
rN day of Su , 20 /S , by
SO Oa 4-11a FOcitt?OO,Zwho is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign: Sign:
Print: A G+ %� sr -a Print:
Seal: Y. at. NATHALIE DIAZ _
'':.4r."--i.:it Notary Public - State of Florida
• Commission . FF 230936
******�i**.-i,'**M Expires
r:4,2019
d
•
APPROVED BY
(Revised02/24/2014)
Sea P "•,,_ NATHALIE DIAZ
rtwy Public - State of Florida
Commission ! FF 230936
4I My Comm. Expires May 14, 2016
**************s***otikant **amds6Mtoes►#itlsneWNstaq
Plans Examiner
Structural Review
***************
Zoning
Clerk
•
511G\ Miami Shores Village
L, t\A Building Department
BUILDING
PERMIT APPLICATION
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
(;-141
FBC 20N
Master Permit No.1,_W-. 1
Sub Permit No.
(1,'6UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL
['PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: Roo N6 q 5 S+
City: Miami Shores
County:
Miami Dade Zip:
Folio/Parcel#: I I - 318e. -0 41 - 0 fl t 0 Is the Building Historically'Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone . BFE: FFE:
6,
OWNER: Name (Fee Simple Titleholder):
Address: 800 Pe Ci'S 5 f
Amy N1 cc%/CA t/
Ph
1
7— 4082_
trIA
City: h1 1A -Mi ShcAreiS State: �L �ip4 .3/ 38
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: MARX CAN)
Address: 10801 oto 14 St
Jan Phone#: 3°S-51 3 -GSI V
City: MI►'\M<
State: F�-
Qualifier Name: 3c1NAAA1AV► Ro4r3UtZ
State Certification or Registration #: C6C 15137-1 4 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: ( Zip:
Value of Work for this Permit: $ I/ q 70 .0 0 Square/Linear Footage of Work: T
Type of Work: ❑ Additionj%``El Alteration D New a-Repair/Replace El Demolition
Description of Work: (i) I MQALT (Agit teoit �Jec�- Qef/�c m
i D P'J
44449 Zip: 221'fl-
Phone#:
Specify color of color thru tile:
Submittal Fee $ 5 • Q Permit Fee $ 1 1 CCF $ 4 c 2.0 CO/CC $
Scanning Fee $ ' od Radon Fee $ ' ('A DBPR $ Notary $ 4U
Technology Fee $ • 66 Training/Education Fee $ `q0 Double Fee $ Q�
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $ R
(Revised02/24/2014)
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 val - $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law broc t gill:%e elivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencemen osied at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence a
posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
-4714-d
OWNER or AGENT
The foregoing instrument was acknowledged before me this
/ 1 day of /' Ay , 20
A 1,-41 ICE///iW , who is personally
me or who has produced �l CENSE `"',,has
The foregoing instrument was acknowledged before me this
// day of /i47 , 20 / (a , by
nla7 41��J--P.pdifilUeZ,who is personally known to
identification and who did take an oath.
NOTARY PUBLIC:
Sigrf:
Print:
Seal:
*******
ALA—a_Aragift
NATHAL DIAZ
Notary Public - State of Florida
•• F. Commission # FF 230936
"�yrJ1Tt.poc My Comm. Expires May 14. 2019
*** �O;
�� �' B, de. throuih National Not ry As
APPROVED BY
(Revised02/24/2014)
o has produced as
iden%s ion and who did take an oath.
NOTARY PUBLIC:
Sign:
Prin
Seal:
, ao ' .TMA DIAL
�.`� Notary Public - State of Florida
' '•' : •_ Commission # FF 230936
":,.6 1111 se:
",,RA Pio' Bonded
My Comm. Expires May 14, 2019
"����i`" Bonded through National Notary Assn.
****************************************
Plans Examiner
Structural Review
****************
Zoning
Clerk
Property Search Application - Miami -Dade County
Page 1 of 1
FF!CE of THE ROP APPRJUSER
Summary Report
Property Information
Folio:
11-3206-041-0010
Property Address:
800 NE 95 ST
Miami Shores, FL 33138-2515
Owner
SCOTT E PERWIN &W AMY J
Mailing Address
800 NE 95 ST
MIAMI SHORES, FL 33138-2515
Primary Zone
1400 SGL FAMILY - 3001-3250 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
Beds / Baths / Half
3 / 3/ 0
Floors
1
Living Units
1
Actual Area
3,913 Sq.Ft
Living Area
2,733 Sq.Ft
Adjusted Area
3,231 Sq.Ft
Lot Size
10,453 Sq.Ft
Year Built
1974
Assessment Information
Year
2015
2014
2013
Land Value
$251,148
$178,119
$142,495
Building Value
$243,617
$239,142
$240,968
XF Value
$18,641
$18,802
$18,964
Market Value
$513,406
$436,063
$402,427
Assessed Value
$235,107
$233,242
$229,796
Benefits Information
Benefit
Type
2015
2014
2013
Save Our Homes
Cap
Assessment
Reduction
$278,299
$202,821
$172,631
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
JONI HEIGHTS PB 96-23
LOT 1 BLK 1
LOT SIZE IRREGULAR
OR 15762-2519 1292 1
Generated On : 5/11/2016
Taxable Value Information
Previous Sale
20151 20141 2013
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$185,107
$183,242
$179,796
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$210,107
$208,242
$204,796
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$185,107
$183,242
$179,796
Regional
Exemption Value $50,000
$50,000
$50,000
Taxable Value $185,107
$183,242
$179,796
Sales Information
Previous Sale
Price
OR Book -Page
Qualification Description
12/01/1992
$230,000
15762-2519
Sales which are qualified
10/01/1989
$170,000
14282-3019
Sales which are qualified
08/01/1973
$20,000
00000-00000
Sales which are qualified
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:
http://www.miamidade.gov/propertysearch/
5/11/2016