WS-14-2114Inspection Worksheet
Miami Shores Village.
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-220488 Permit Number: WS -9-14-2114
Scheduled Inspection Date: December 17, 2014
Inspector: Rodriguez, Jorge
Owner: MANZAN, DINA
Job Address: 10217 N MIAMI Avenue
Miami Shores, FL
Project: <NONE>
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number
Parcel Number
1132060131630
Contractor: ALLIED DOORS SOUTH FLORIDA INC Phone: (954)942-8550
tiunamg uepartment comments
REPLACE 1 EXISTING 8X7 O/H GARAGE DOOR Infractio Passed Comments
INSPECTOR COMMENTS False
December 16, 2014 For Inspections please call: (305)762-4949 Page 17 of 45
Inspector Comments
Passed
Failed
Correction
Needed ❑
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
December 16, 2014 For Inspections please call: (305)762-4949 Page 17 of 45
��
�1.�1�2 ��� �
���1
01
\(D\ f3�\A
BUILDING
PERMIT APPLICATION
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
OBUILDING ❑ ELECTRIC ❑ ROOFING
FtBC 2010
Master Permit No.WS /�
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS [_] CHANGE OF ❑ CANCELLATION []SHOP
®j CONT/R�ACTOR�® DRAWINGS
JOB ADDRESS: �/ % i/ I Io��C"
Folio/Parcel#: / r ' 5 " 01 i - T h 31-) Is the Building Historically Designated: Yes NO 3�
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): A A/ 74 �j ➢ l AiA 6 Phone#_30S�
Address: / 0
G
city d /�`d f �f7�'7 -aa� State: /' �- Zip: 3 -3 /
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: ALLIED DOORS SO FL Phone#: 954-942-8550
Address: 151 SW 5 CT
City: POMPANO BEACH State: FL Zip: 33060
Qualifier Name: DENNIS ROMANELLI Phone#: 954-942-8550
State Certification or Registration #: CBC033137 Certificate of Competency #:
DESIGNER: Architect/Engineer: Isj Phone#:
Address: /� C•ity: State Zip:
Value of Work for this Permit: $ Square/Linear Footage of Work: 5L
Type of Work: ❑ Addition ❑ Alteration ❑ New 1011 Repai /Replace ❑ Demolition
Description of Work:
Specify color of color thru tile:
Submittal Fee $ G ®r�� Permit Fee $
Scanning Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
(Revised02/24/2014)
CCF $ CO/CC $
DBPR $
Notary $
Double Fee $
Bond $
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
9
Zip
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 orAGENT
The foregoing instrument was acknowledged before me this
(� day of sQAaAar 20 q by
&AIVZAA , who is personally known to
or who has produced as
identification and who did take an oath.
APPROVED BY
(Revlsed02/24/2014)
HENRY RAMIREZ
MY COMMISSION # FF 102369
EXPIRES: March 16, 2018
Bonded Thru Notary Public Underwriters
lJ>, ., .�
CONTRACTOR
The foregoing instrument was acknowledged before me this
19 day of gW 6,a,,r 2019 by
DENNIS ROMANELLI . who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Pye':a, HENRY RAMIREZ
MY COMMISSION # FF 102369
4w EXPIRES: March 16, 2018
p' ';;a ov? Bonded Thru Notary Public Underwriters
as
1 ' Plans Examiner Zoning
Structural Review Clerk
Fe rc L \ 6L�1 �--d"C X CO
(0Z t � -� �tkt--Qw A.V"-
so
AJOAa)c 3
0 3,
SEP 2 9 2014 ---
00 3
BY'
P E R DSI T
Miami Shores V111 0
APPROVED BY
ZONING DEPT
BLDG DEPT
SUBJECTTO COMPLIANCEVM. ALLfMERAL
STATE AND COUNTY RULES AND REGULATIONS
w
J
tz
GARAGE DOORS
WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS
2010 FLORIDA BUILDING CODE
DADE COUNTY FLORIDA
175 MPH
Notes:
Design pressures have been calculated using procedures listed In ASCE 7-10, Chapter 30, Part 1, for Low -Rise Buildings.
The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal (ASD) design pressures shown.
Pressures have been calculated based on an enclosed building, any roof slope, Risk Category II, residential application.
The design pressures assume the entire door's width is In the end zone (zone 5) of the building.
Most garage door openings will no be located completely in zone 5. Therefore Individual n N®®,681 f f f f fl f,,
calculations will result in lower pressures. LM 1 �®� S H ®®®
For mean roof heights less than 15', use 15' pressures. N ®®®® � ........
$ �� °'®e
This Table is only to be used in conjunction with Amarr Garage Doors. '� ♦® �,.°®®(', IVB `•. Q®®.®
165 Carriage Court. Winston-Salem, North Carolina 27105
Phone (336) 7445100 . Fax (336) 744-5815
www.amarr.comWE
EXPOSURE
C
Door Door
th Height
Mean
Roof
Height
Design Pressure
P..ZTNegWte
8
16
8
8
8
15
1
35.2
-44.0
34.9
-43.4
33.4
-40.4
18 8
33.1
-39.7
8
8
16
35.7
-44.6
9 8
35.4
-43.9
16 8
33.9
-40.9
18 8
33.6
-40.3
8
8
17
36.2
-45.1
9 8
35.8
-44.5
16 8
34.3
-41.4
18 8
34.0
-40.8
8
8
18
1
36.6
-45.7
9 8
36.3
-45.0
16 8
34.7
-41.9
18 1 8
34.4
-41.3
8
8
19
37.0
-46.2
9 8
36.7
-45.6
16 8
35.1
-42.4
18 8
34.8
-41.8
8
8
20
37.4
-46.7
9 8
37.1
-46.1
16 8
35.5
-42.9
18 8
35.2
-42.2
8
8
21
37.8
-47.2
9 8
37.5
-46.5
16 8
35.9
-43.3
18 8
35.5
-42.7
8
8
22
38.2
-47.7
9 8
37.8
-47.0
16 8
36.2
-43.7
18 8
35.9
-43.1
8
8
23
38.5
-48.1
9 8
38.2
-47.4
16 8
36.6
-44.2
18 8
36.2 1
-43.5
8
8
24
38.9
-48.5
9 8
38.5
-47.9
16 8
36.9
-44.6
18 8 1
36.6
-43.9
8
839.2
25
-49.0
9 8
38.9
-48.3
16 8
37.2
-44.9
18 8
36.9
-44.3
Design pressures have been calculated using procedures listed In ASCE 7-10, Chapter 30, Part 1, for Low -Rise Buildings.
The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal (ASD) design pressures shown.
Pressures have been calculated based on an enclosed building, any roof slope, Risk Category II, residential application.
The design pressures assume the entire door's width is In the end zone (zone 5) of the building.
Most garage door openings will no be located completely in zone 5. Therefore Individual n N®®,681 f f f f fl f,,
calculations will result in lower pressures. LM 1 �®� S H ®®®
For mean roof heights less than 15', use 15' pressures. N ®®®® � ........
$ �� °'®e
This Table is only to be used in conjunction with Amarr Garage Doors. '� ♦® �,.°®®(', IVB `•. Q®®.®
165 Carriage Court. Winston-Salem, North Carolina 27105
Phone (336) 7445100 . Fax (336) 744-5815
www.amarr.comWE
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m
NRAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOIIIIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamldade.uovJeaonomv
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: Drawl o. IRC -9509-180-21, tit "Model 950 Heritage & Model 655 Oak
Summit, (24 GA) 1000, 2000, Short, .a it Panels", sheets lthrough 3 of 3, dated
03/14/2003, with revision B dated 10/13/2011, prepared by Aman• Garage Doors, signed and sealed by
Tomas L. Shelmerdine, PY., 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
LARELING: 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 riled 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 and renews NOA # 12-0228.12 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,oftL.,...,
MIAM!•DAbECOUNTY OA No 13-0503.06
- Expiration Date: Sep
Approval Date: August 8, 2013
j Page 1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. 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 /through 3 of 3, dated
03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and
sealed by Thomas L. Shelmerdine, P.E.
B. TESTS
1. Addendum to Test Report No. ATLNC 0129.01-13X 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 B117, 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 'fest per FBC, TAS 201-94
3) Cyclic Wind Pressure loading per FBC, TAS 203-94
4) Tensile Test per ASTM F8
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 Inrpact 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
Durasafe, 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 scaled by David W. Johnson,
P.E. "Submitted under NOA # 08-0718.01 "
C. CALCULATIONS
1. Anchor calculations prepared by Structural Solutions, P.A., dated 04/11/2013, 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. Shelmerd ne, P.E. "Submitted router NOA # 08-0718.0.1"
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 conformarC2013,
0 FBC a no financial interest issued by
Structural Solutions, PA., dated 04sign nd sealed by Tom L. Shelmerdine, P.E.
r77 3% oo
Carlos M. btrera, P.E.
Product Control Examiner
NOA No 13-0503.06
Expiration Date: September 4, 2018
Approval Date: August 8, 2013
E-1
ADJUSTABLE ROLLER CANER
ATTACHED V/ 0? 1/4' x I/2' MOIL BURASAFE
am 6 NUT PER BRACKET CENTER HINGE ATTACHED
Ll V/ C4) 1/4' % 3/4'
tl
HEX
HEAD SCREVS 2' THICK
3 5/8' 22GA R-Tf= ATTACHED
12 GA GALV. CM-JIER=AL V/ (2) I/4'. 3/4'
TOP ROLLER BRACKET HEX HEAD SCREWS AT 24 OA MIN EXTERIOR SKIN
ATTACHED V/C4) V4' EACH CENTER STILE w/BAKED ON POLYESTER FINIS
3/4' HEX HEAD SCREWS 2' 18 BALL STEEL
PER BRACKET • • S' MN STEN ROLLER
TYPICAL TDP FIXTURES 1
N.T.S.
SEE CTABLE 2) DN PAGE 3 FOR
[RECOMMENDED SECTION CONFIGURATION TYPICAL DURASAFE CENTER HINGE 7 J
I.._... w. A
N.T.S. C/
INSIDE ELEVATION
ADJUSTABLE SL1OE BRACKET N.TS. 14 8A BLLFASAFE
ATTACKED V/(2) :/4-20 xEND HINGE ATTACHED
S/8' TRACK BOLTS AND NUTS V/ C0 1/4' • 3/4'
MEX HEAD SCREWS
OLLER CARRIERS ATTACHED
O END STOP V/ (3) V4' x 3/4•
4fW HEAD SC'ECrENGASUKINT
X HEAD SCREWS PER CARRIER
10 BALL STEEL
3 5/8' 22OR
LONG STEN ROLLER
R-TRUSSENFAUES
IMO VERTICAL
ATTACHEDV/C4)RACK
DH BOTH SMS S/B'MN
V4'x3/4' NEX
HEADSCREWSAR
CINAP LATCH. OR LOCK
OPTIONAL) ATTACH V/QD 1/4' w
O
O
N PAGE 3
ING
HOLES FOR STRUT
ATTACH,Vff CIF STRUT
IS REDURED)
OF THREE 3)
VENTS (2) ROWS
S 115 So. INCHE IK
-
DPTIDNAL VENT DETAIL n.6
N.TS.
SECTIO+! A -A (SIDE VIEW
N.T.S.
LARGE MISSLE
IMPACT RESISTANT
o/ &X 7 Z)OPe,
0 TO
:E
'e 8: NUTS
. 1-5/8'
SPECIFICATIONS AND NOTES
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK,
FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS.
THE HORIZONTAL JAMS OR HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRED FROM THE DOOR.
2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF:
+230.0 LBS/FT & -271.4 19S/FT
3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY OASMA.
4. DOOR SECTIONS SHALL BE 24 GA (.0216) MIN. EXTERIOR SKIN
ROLLED FORMED, W/ BAKED ON POLYESTER FINISH
5. DOORS UPTO 7'0" HIGH CONSIST OF (4) SECTIONS AS SHOWN.
USE (1) 3 5/8" R -TRUSS PER SECTION
INTERIOR OF GARAGE
�j MAX. WIDTH 9'0"
DESIGN LOADS
ItYtt7wuram=
m*mr*ykvw t*omwws
cb; r
AsoWm.Na - 050 06
10 DE93WI)M 6F PF S= in
A lflR,WTINTG 2GA F$lOg�kR.ltD8f106-tI-AB AIf
8 luoklimm no I4/13J0 I URC
MAX cinaaaaen>I�ueiic g#<
9' x 14' ��x oe0os �. S%�it(F sBOo �z
CESIGN LOAM
ee ��^'\GENS POS
+51.1 PSF m O: v R f"�✓m a
-60.3 PSI, d� a ti�i 311 04 1 •'2R` �e
�n z
STATE OFIMPACT
.�✓�4`
RESISTANCE nB �S� %, .. ,* 0 ♦ NLL
ADS FL �'BieS"t7NAl �d obi` ASN
am
e2meT toI DACE W2/0 1l
ami eT AAE = a1/I1/a1 1RC-9509-184-21
SNRT 2 tF 3
DOOR
Panel
0 EnsUbm
Center Stile Location
(Measured from Left Edge)
NOW116. ..�rd
(n) (in) 1.7""
SECTION HEIGHTS
--,24.612
HEIGHT
Btm
#2
#3
#4 1
#5
#6
#7
#8
14-0"
-217..
21"
8'2:,
21"
.:2vl.
1%.
-2
8'2
13'6"
21"
21"
21"
21"
21"
18"
18"
21"
B._4'
21'-:21-
24580
27. '18"':
75.420; 7
18"
Long
21t.
12' 6"
21"
1
18"
18"
18"
18"
18"
18"121
Short.:
26'"
-21",:r'21"
1'.
1
-21-'.
%2T-1
-211'.11W'
51-000
76.500
8' 6
11'6"
21"
21"
21"
18"
18"
18"
MOO
77.341,
1, T
:21.
181'
18"
18"
9:8
W
26.625
szom
10'6"
21"
21"
21
21"
21
21"
Long
26.500
�OO -
-121-
610
2:1,!
:101 18..`..
21".
78.875
;0
9'6"
.21"
18"
18"
18"
18"
21"
54.000
81.000
90
'48
27.625
54.000
180
18"
11.8.1
8'6"
21"
21"
21"
18"
7'6"
18"
18"
18"
18"
Section
-
wi
Panel
0 EnsUbm
Center Stile Location
(Measured from Left Edge)
NOW116. ..�rd
(n) (in) 1.7""
--,24.612
48,000 -71.188
's
vo
Bead
24.625
48.000
71.375
8'2:,
-!short
-7
8'2
Long
24.500
49.000
73.500
9,2
Bead
25.125
49.000
72875
B._4'
Sfwtt
24580
50.000
75.420; 7
8'4
Long
25.000
50.000
75.000
94
Bead
25.625
50.000
74.375
:6-C
Short.:
26'"
51.0PW-
7$. -971
81,6
Long
25.500
51-000
76.500
8' 6
Bead
26.125
51.000
75.875
A.
short
16.659,
MOO
77.341,
IT 8
Long
26.000
52.000
78.000
9:8
Bead
26.625
szom
77.375
V.10,
$11titut.
27.634:
53.000�� �
7
8 10
Long
26.500
53.000
79.600
610
Bead
27.125
53.000
78.875
;0
Short; --27.6913
64.=
80.404
Long
27.000
54.000
81.000
90
Bead
27.625
54.000
80.375