WS-12-1206Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 175311 Permit Number: WS -7 -12 -1206
Scheduled Inspection Date: March 05, 2013
Inspector: Bruhn, Norman
Owner: ROJAS, MIRYAM
Job Address: 54 NW 106 Street
Miami Shores, FL 33150-
Project: <NONE>
Contractor: HOME OWNER
Permit Type: Windows /Shutters
Inspection Type: Shutter Final
Work Classification: Shutters
Phone Number 305 -498 -1227
Parcel Number 1121360050210
Building Department Comments
HURRICANE PANELS SHUTTER
Inspector Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
March 05, 2013
For Inspections please call: (305)762 -4949
Page 1 of 15
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: 34// 1 P) /06, / Sr
JUL 0 2 2012
FBC 20 tP
Permit No.
Master Permit No. "S 0_ --• wLe
ROOFING
City: Miami Shores County: Miami Dade
Folio/Parcel #:
Zip: .Y367)
Is the Building Historically Designated: Yes
NO Flood Zone: �
OWNER: Name (Fee Simple Titleholder): /A4 I t R y e, `J� -J Phone J` " S7 6/ e1 J `, r7 g1
Address: C .4 /L .
City: State: Zip:
Tenant/Lessee Name: Phone #:
Email: L (j[,%
CONTRACTOR: Company Name:
Address:
City: State: Zip:
Qualifier Name: Phone #:
State Certification or Registration #: Certificate of Competency #:
Contact Phone #: Email Address:
DESIGNER: Architect/Engineer: Phone #:
Phone #:
Value of Work for this Permit: $ 50 ` �' Square/Linear Footage of Work: / /
Type of Work: ❑Additi "`on, ❑Alteration w ❑Repair/Replace ❑Demolition
Description of Work: 7 I LL' /C t e.a 1'L-e , it..e. �c- r—T'�- 3. t/ l t I 4-(637.4. inuej
-Fiemt- ofrzalci.
Color thru tile:
Submittal Fee $ ermit Fee $ CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ 7/ , C.
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 • t • ' approved and a reinspection fee will be charged.
Signature Signature
e er or ° t t Contractor
_
The fore oing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of 20 12., by rt1 et (Z^JS , day of , 20 _, by
who is personally known to me or who has produced' --t`4 who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
NOTARY PUBLIC:
g �. = ! Sign:
Sign:
`ter Print:
Print: _ -. �. ya
My Commission Expires: =_' . ._, E "., 0 My Commission Expires:
-, .... .\r ....
APPROVED BY '< r � - r i• Plans Examiner Zoning
Structural Review Clerk
(Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)
Permit No: 12 -1206
Job Name:
July 3, 2012
Miami Shores Viiiage
Building Department
Building Critique Sheet
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Page 1 of 1
1) Identify the means of egress during a storm. The door must be no Tess than 32 and must
not be the overhead garage door.
Plan review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
Norman Bruhn CBO
305 - 762 -4859
NAME:
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER DISCLOSURE STATEMENT
ADDRESS: S' 47.x'() /
DATE: WieV/Q.
331522
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7).
And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further
understand that I as the owner must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The
exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must
supervise the construction yourself. You may build or improve a one- family or two - family residence. You may also build or improve a
commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and
occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state
law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your
supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers'
compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances,
buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder
permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own
contractor with certain restrictions even though I do not have a license.
n
-
Initial t h
�
2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the
construction and is not hiring a licensed contractor to assume responsibility.
3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself
from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own
name. I also understand that the contractor is required by law to be licensed in Florida and to list his or lic nse numb rs on
permits and contracts. /t
Initial
4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I maf lso build or improve
a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may
not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved
myself is sold or leased within 1 year after the construction is complete, the law will presume that 1 built or substantially
improved it for sale or lease, which violates the exemption. ^?
Initi
5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction.
Initial
6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons wo4ng on my building or
residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or
municipal ordinance. 7
7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that
erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held
liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while
working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an
owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
Initial
8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor wh «is not censes to
perform the work being done. Any person working on my building who is not licensed must work under ` direct supervision
and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and
social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for
the employee. I understand that my failure to follow these may subject to serious financial risk.
Initial
9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable
laws and requirement that govern owner - builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations.
10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the
United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the
Florida Construction Industry Licensing Board at 850,487.1395 or ht tp:// www. myfloridalicense .com!dbpriprotcilbrind
Initial
11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I :m the party
legally and financially responsible for the proposed construction activity at the following address:
' 4.'i) / i fSr 3s 1s-b
Initial
12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I
have provided on this disclosure.
Initial
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who d,es not have a
license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulatio may be unable to
assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to
understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may
be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for
verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and
returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the
notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when
the permit is issued.
2‘er' Was acknowledged before me this day of U , 2O12_
By Ai who was personally known to me or who has
uced there License or as as identification.
5582 N.W. 7th g1REET SUITE 202
MIAMI. FLORIDA 33126
TELEPHONE (305) 220 -3171
FAX (305) 266 -0229
DRAWN BY: NG.
1'nua ururJnrs lint.
LAND SURVEYORS
SURVEY No 04- 7531
SHEET No._ 2 0F_2_.
BOUNDARY SURVEY scALE = 1 ":20'
JUL 0 2 2012
24' PWY
50.001" : F.I
PRM
PIP 1/2"
NO CAP
5 CONC SWK
NO CAP
F.I.P 1/
NO C
15.09'
'CBS WALL
10.75
20.83'
0.40'CL
cri 28.35'
LOT- 6
BLOCK - 203
LOT- 3
BLOCK- 203
ONE STORY
RESIDENCE
# S4
14.95'
LOT- 4
BLOCK - 203
16.60'
20.95'
C- 0-Y.,„ t c
ON PL
16.05'
0.40'CL
33.35'
0.40'CL
25.60'
33.35' d,
0.70'CL
MEMINIUMIldfini
NO CAP
LOT -11 -`;
BLOCK- 203'"
SURVEYORS i70TE:
Th I MAY BE EASEMEN1S RECORDED W THE PUOUC RECORDS NOT SNOW ON 11#S SURVEY
11Ri FORPOSE OF TM SURIEY IS FOR USE WT OBTARING 1111E INSURANCE AND FINANCING AND
SR0UI. ) 14ir.BE..use) FOIL CCEIS1RUC110N PURPOSES
LOT -12
BLOCK- 203
APPROVED
ZONING DEPT
BLDG DEPT
•JEOT 0 CCP,IPI DANCE WI fN ALL FEL RAL
F.S AND Rr ( ,fl._.A'l\,jN�c„1
04/09/2012 - 4:43pm gabriels F: \01 Project Files \_2010- MPS \400 Wind Charts \_Reference \00 -MPS10 -400 Series C &C (Current).dwg
2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD"
DESIGN LOADS FOR COMPONENTS AND CLADDING
Mean
Roof
Height
0 -15ft
16 ft
17 ft
18ft
19 ft
20 ft
21 ft
22 ft
23 ft
24 ft
25 ft
26 ft
27 ft
28 ft
29 ft
30 ft
32 ft
35 ft
40 ft
45 ft
50 ft
55 ft
60 ft
INTERIOR ZONE 4 PRESSURES
DESIGN PRESSURES (PSF) - ZONE 4
10
-51.1
+47.1
-51.8
+47.8
-52.5
+48.4
-53.1
+49.0
-53.7
+49.5
-54.3
+50.1
-54.9
+50.6
-55.4
+51.1
-55.9
+51.6
-56.4
+52.0
-56.9
+52.5
-57.4
+52.9
-57.8
+53.3
-58.3
+53.7
-58.7
+54.1
-59.1
+54.5
-60.0
+55.3
-61.1
+56.3
-62.8
+57.9
-64.4
+59.4
-65.9
+60.7
-67.2
+61.9
-68.4
+63.1
15
-49.9 \
+45.9
-50.6
+46.5
-51.2
+47.1
-51.8
+47.7
-52.4
+48.2
-53.0
+48.7
-53.5
+49.2
-54.1
+49.7
-54.6
+50.2
-55.1
+50.6
-55.5
+51.1
-56.0
+51.5
-56.4
+51.9
-56.9
+52.3
-57.3
+52.7
-57.7
+53.1
-58.5
+53.8
-59.6
+54.8
-61.3
+56.4
-62.8
+57.8
-64.3
+59.1
-65.6
+60.3
-66.8
+61.4
-49.0
+45.0
+45.6
-50.3
+46.2
-50.9
+46.8
-51.5
+47.3
-52.0
+47.8
-52.6
+48.3
-53.1
+48.8
-53.6
+49.2
-54.1
+49.7
-54.6
+50.1
-55.0
+50.5
-55.4
+50.9
-55.9
+51.3
-56.3
+51.7
-56.7
+52.1
-57.5
+52.8
-58.6
+53.8
-60.2
+55.3
-61.7
+56.7
-63.1
+58.0
-64.4
+59.2
-65.6
+60.2
Tributa Area 5. Ft
25 30
48.3 -47.7 •i'
+44.3 +43.8 +1
-49.0 -48.4 -4
+44.9 +44.4 +•,
-49.6
+45.5
-50.2
+46.0
-50.8
+46.6
-51.3
+47.1
-51.9
+47.6
-52.4
+48.0
-52.9
+48.5
-53.3
+48.9
-53.8
+49.3
-54.2
+49.8
-54.7
+50.2
-55.1
+50.5
-55.5
+50.9
-55.9
+51.3
-56.7
+52.0
-57.7
+53.0
-59.4
+54.5
-60.9
+55.8
-62.2
+57.1
-63.5
+58.3
-64.7
+59.3
-49.0 -48.
+44.9 +44.4
-49.6
+45.5 ""•",0
:4
-.F. • 3.3
.8
-50.2 -49 '
+46.0 +45,5
-50.7 -50.2
+46.5 +46.0
-51.3 -50.7
+47.0 +46.5
-51.8 -51.2
+47,4 +46.9
-52.2 -51,7
+47.9 +47.4
-52.7 -52.2
+48.3 +47.8
-53.6 -53.1
+49.1 +48.6
-54.0 -53.5
+49.5 +49.0
-54.5 -53.9
+49.9 +•%
-54.9 -5
+50.3 +4
-55.2 -5
+50.6 +
-56.0
+51.3
-57.1
+52.3
-58.7
+53.8
-60.2
+55.1
+45.1
49.8
+45.6
50.3
+46.0
50.8
+46.5
51.3
+46.9
-51.7
+47.3
-52.2
+47.7
52.6
48.1
53.0
+48.5
53.4
+44.7
-49.4
+45.2
-49.9
+45.6
-50.4
+46.1
-50.9
+46.5
-51.3
+46.9
-52.2
+47.7
-52.6
+48.1
+44.3
-49.1
+44.8
-49.6
+45.3
-50.1
+45.7
-50.5
+46.2
-51.0
+46.6
-51.4
+47.0
-51.9
+47.4
-52.3
+47.7
+50.8 +50.
9.5
-58
+53.2
-59.6
+54.5
+52.7
-59.1
+54.0
+52.3
-58.6
+53.6
-61.5 -60.9 -60.4 -59.9
+56.4 +55.8 +55.2 +54.8
-62.8 -62.1 -61.6 -61.1
+57.5 +56.9 +56.4 +55.9
-63.9 -63.3 -62.7 -62.3
+58.6 +58.0 +57.4 +56.9
+51.9
-58.2
+53.2
-59.5
+54.4
-60.7
+55.5
-61.8
+56.5
.5
m
0
m
M
O
z
In
r
z
H
to
O
O
U)
I�
O
0
5
REMARKS
DRWN
CHKD
EXTERIOR ZONE 5 PRESSURES
Mean
Roof
DESIGN PRESSURES (PSF) - ZONE 5
Tributa Area 5• it
Height
10
15
20
25
30
35
40
45
50
-60.6
-58.8
-57.5
-56.4
-55.4
-54.6
-53.9
-53.2
®-63.1
+47.1
+45.9
+45.0
+44.3
+43.8
+43.3
+42.9
+42.5
+42.2
-64.0
-61.4
-59.7
-58,3
-57.1
-56.2
-55.3
-54.6
-54.0
+47.8
+46.5
+45.6
+44.9
+44.4
+43.9
+43.5
+43.1
+42.8
-64.8
-62.2
-60.4
-59,0
-57.9
-56.9
-56.1
-55.3
-54.7
17ft
+48.4
+47.1
+46.2
+45.5
+44,9
+44.4
+44.0
+43.6
+43.3
-65.6
-63.0
-61.1
-59.7
-58.6
-57.6
-56.7
-56.0
-55.3
+49.0
+47.7
+46.8
+46.0
+45.5
+45.0
+44,6
+44.2
+43.8
"-
-66.3
-63.7
-61.8
-60.4
-59.2
-58.2
-57.4
-56.6
-55.9
19 ft
+49.5
+48.2
+47.3
+46.6
+46.0
+45.5
+45.1
+44.7
+44.3
20 ft
-67.0
-64.4
-62.5
-61.1
-59.9
-58.9
-58.0
-57.2
-56.6
+50.1
+48.7
+47.8
+47,1
+46.5
+46.0
+45.6
45.2
+44.8
-67.7
-65.1
-63.2
.e
-
-57.1
21 ft
+50.6
+49.2
+48.3
a
:
+45.3
-68.4
-65.7
-63.8
o"
-57.7
22 ft
+51.1
+49.7
+48.8
• = e-
+45.7
-69.0
-66.3
-64.4
.r ."
-
e
-58.2
23 ft
+51.6
+50.2
+49.2
•
+46.2
-69.7
-66.9
-65.0
-6 . ^
. w
-58.8
24ft
+52.0
+50.6
+49.7
+48.9
+46.6
70.3
-67.5
-65.5
. • e
. e :
,,..593
25 ft
52.5
+51.1
+50.1
"7.0
-70.8
-68.0
-66.1
-64
.
r`5
-59.8
26ft
+52.9
+51.5
+50.5
+49.8
+47.7
+47.4
-71.4
-68.6
-66.6
-65.1
-63.8
-62.7
61.8
-61.0
-60.2
27 ft
+53,3
+51.9
+50.9
+50.2
+49.5
+49.0
+48.5
+48.1
+47.7
-72.0
-69.1
-67.1
-65.6
-64.3
-63.2
-62.3
-61.4
-60.7
+53.7
+52.3
+51.3
+50.5
+49.9
+49.4
+48.9
+48.5
+48.1
CI72.5
+54.1
-69.6
+52.7
-67.6
+51.7
-66.0
+50.9
-64.8
+50.3
-63.7
+49.7
-62.7
+49.3
-61.9
+48.8
-61.2
+48.5
-73.0
-70.1
-68.1
-66.5
-65.2
-64.1
-63.2
-62.3
-61.6
e
+54,5
+53.1
+52.1
+51.3
+50.6
+50.1
+49.6
+49.2
+48.8
-74.0
-71.1
-69.0
-67.4
-66.1
-65.0
-64.0
-63.2
-62.4
+55.3
+53.8
+52.8
+52.0
+51.3
+50.8
+50.3
+49.9
+49.5
-75.4
-72.4
-70.3
-68.7
-67.4
-66.2
-65.3
-64.4
-63.6
5
+56,3
+54.8
+53.8
+53.0
+52.3
+51.7
+51.2
+50.8
+50.4
40 ft
-77.6
-74.5
-72.3
-70.7
-69.3
-68.1
-67.1
-66.2
-65.4
+57.9
+56.4
+55.3
+54.5
+53.8
+53.2
+52.7
+52.3
+51.9
45 ft
-79.5
-76.4
-74.2
-72.4
-71.0
-69.8
-68.8
-67.9
-67.1
+59.4
+57.8
+56.7
+55.8
+55.1
+54.5
+54.0
+53.6
+53.2
50 ft
-81,3
-78.1
-75.8
-74.1
-72.6
-71.4
-70.4
-69.4
-68.6
+60.7
+59.1
+58.0
+57.1
+56.4
+55.8
+55.2
+54.8
+54.4
55 ft
-82.9
-79.7
-77.4
-75.6
-74.1
-72.9
-71.8
-70.8
-70.0
+61.9
+60.3
+59.2
+58.3
+57.5
+56.9
+56.4
+55.9
+55.5
60 ft
-84,5
-81.1
-78.8
-77.0
-75.5
-74.2
-73.1
-72.1
-71.3
+63.1
+61.4
+60.2
+59.3
+58.6
+58.0
+57.4
+56.9
+56.5
DATE
INIT ISSUE
REV - ADJUSTED HEIGHTS
GSS
GSS
TSB
TSB
03/05/12
04/09/12
THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO,
P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART
WITHOUT WRITTEN CONSENT OF FRANK L. BENNARDO, P.E.
.. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER
Ul =o MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND
INVALIDATE OUR CERTIFICATION.
WIND VELOCITY = 175 MPH
EXPOSURE 'C'
ENCLOSED STRUCTURE, FLAT TERRAIN
INSTRUCTIONS FOR TABLE USE:
1. TABLES ARE INTENDED TO
DEFINED AS THE CRIA
USE OF CRITICAL CO
2. TABLES VALID 0
3. TABLES VALID F
LESS THAN 100 SHA
4. IDENTIFY THE B
CANNOT BE IDENTIF
5. ALWAYS ROUND
6. CALCULATE THE TRI$
THE SPAN LENGTH (HEIGHT) M
THAN ONE- THIRD S
OPENINGS ONLY -
AREA OF AN OPE
BE USED. ALWAYS RO
TRIBUTARY AREAS TH
MRH<_60'
BASED ONKd =1.0
ORST CASE' PRESSURES, 'WORST CASE' IS
WN VARIABLE AS DESCRIBED BELOW.
ITH THESE TABLES
ROOF HEIGHT AS LIMITED ABOVE.
APPLICABLE REDUCTIONS FOR ROOF SLOPES
INEER AS A SITE SPECIFIC CONDITION.
OF HEIGHT. IF THE MEAN ROOF HEIGHT
T.
LE VALUE OR CONSERVATIVE ASSUMPTION.
E OPNING IN QUESTION (HEIGHT * WIDTH) OR
AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
),,,.._....,THE AREA BETWEEN STRUCTURAL
TURAL MULLS. IF THE TRIBUTARY
CRITICAL (10 SQUARE FEET) SHALL
TO THE LESSER TABLE VALUE. FOR LARGER
B,.SH D,
7, IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER
THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE.
B. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
MUNICIPALITY IN ACCORDANCE WITH CODE,
GENERAL NOTES:
1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN
METHODOLOGY" PER ASCE 7 -10 SECTION 2.4,1 AND CHAPTER 30 PART 1 OR 3, USING THE
CRITERIA AS OUTLINED HEREIN.
2, DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND
EXPOSURE SPECIFIED, THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY
OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES
NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) FOR USE
WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH
LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE, TABLES ARE FOR
WALLS AND VERTICAL SURFACES ONLY.
3, THESE CHARTS ARE NOT VALID AS A SITE- SPECIFIC DRAWING. THESE TABLES ARE ONLY
VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E,
4. THIS SPECIFICATION I5 INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
USE OF THESE TABLES AND COF• . +.e.I.'ING WIND VELOCITY, EXPOSURE, AND OTHER
ATED..•ND VERIFIED BY THE GOVERNING
RRANTY FOR APPLICABILITY OF TABLE
COEFFICIENTS LUSTEQ HE-RE)N
BUILDING DEPARTM '
VALUE USE IS OFFE
5. THIS SPECIFICA
CERTIFICATION. RE
APPROVALS FOR DE
VALUES WHICH IS T
6. ADHERE TO ALL
7. NO CERTIFICATIO
8. EXCEPT AS EXPRESSLY P
AFFIRMATIONS ARE INTENDED.
ER ANY PRODUCT APPROVED
MITTED TEST CRITERIA AND OTHER
MATION AND APPLICABILITY OF THESE TABLE
CCORDANCE WITH GOVERNING CODES.
TEM ORDINANCES,
ITY OF THE HOST STRUCTURE,
NO ADDITIONAL CERTIFICATIONS OR
a= 10% OF LEAS
RH,
WHICHEVER IS SMALL =OF LEAST HORIZONTAL
DIMENSION OR 3FT (1 )� -1` 0 4t=g1 QUESTION. CONSULT
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED.
WALL ZONE FIGURES
2010 FLORIDA BUILDING CODE
ASCE 7 -10, CHAPTER 30
DESIGN LOADS FOR COMPONENTS & CLADDING
MASTER PLAN SHEET
ASCE 7 -10
PEAK ROOF
HEIGHT
MEAN
ROOF
HEIGHT
ENGINEERING
EXPRESS®
160 SW 12th AVENUE, #106
DEERFIELD BEACH, FL 33442
PH: (954) 354 -0660 FAX: (954) 354 -0443
WWW.ENGEXP.COM
CERT OF AUTH 59885
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Florida Storm Panels, Inc.
14475 N.W. 26s' Avenue
Opa Locke, Florida 33054
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 /bnildipg
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 PERA- 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. PERA 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: 0;035" (min.) Galvanized Steel Storm Panels Shutter
APPROVAL DOCUMENT: Drawing 11 ADi2 -31, titled " 20 Gga. Galvanized Steel Storm Pane
through Y of T. prepared y C( Engineering, 7 .y dated M8rcS 30 , 2012, Jrg [e - sealed by
bearing the Miami-Dade County Product Conmd =Revis Notice of Acceptance n
E_
r 3 f£o. $SL 4r 45�+x ! ! "R�€"Cg. 3zi2 Y oil t 4 5. ^6 Sss
LMI ", sheets
ng Wang, P.F.,
tuber and the
Florida Storm Pane Ls, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVALS
A. DRAWINGS
1. Drawing No. 95-498, Florida Storm Panels, Inc., 20 gage Storm Panels, Sheets 1,
2, 3 and 4 of 4, prepared by Knezevich & Associates, Inc., dated 02/26/97, signed
and sealed by V.J. Knezevich, P.E.
B. TESTS
1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform
Static Air Pressure Test of 20 gage storm panels, prepared by Construction Testing
Corporation, Report No. C7C-95-032, dated September 26 through 29, 1995,
signed and sealed by Christopher G. Tyson, P.E.
2. Test report on Large Missile Impact and Cyclic Wind Pressure Test, of 20 Gage
Steel Storm Panels, prepared by Construction Testing Corporation, Report No.
CTC-96-009, dated February 26 & 28, 1996, signed and sealed by Christopher G.
Tyson, P.E.
C. CALCULATIONS
I. Storm panel calculations and comparative analysis, Sheet 1 through 24, Knezevich and
Associates, Inc., signed and sealed by V.J. Knezevich, P.E., dated October 2, 1995.
2. Storm panel calculations and comparative analysis, by Knezevich and Associates,
Inc., signed and sealed by V.J. Knezevich, P.E., dated 06/14/96 and 02/26/97,
D. MATERIAL CERTIFICATION
1. Mill Certified Inspection Report, dated 5/26/95, for Hot Dipped Galvanized Steel,
ASTM A446 by Productor de Acero Laktbal, CA., with chemical composition and
physical properties.
Tensile Test Reports from QC Metallurgical, Inc., Job No. 5IM-2162 dated
09/26/95 for galvanized steel, tested per ASTM E8-93, signed and sealed by James
W Roese, F.E.
3. Tensile Test Reports from QC Metallurgical, Inc., Job No. 6CM-719 dated 03/25/96
for galvanized steel, tested per ASTM E8-93, signed and sealed by Frank Grate, P.E.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99-0105.03
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
E - 1
y A. Makar, P.E,, M.S.
Product Control Examiner
NOA No. 09-0114.03
Expiration Date: 01PO4f2014
Approval Date: 02/25/2009
Florida Storm Panels. Inc.
NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED
MATERIAL CERTIFICATIONS
I. None.
3, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99-0804.01
A. DRAWINGS
1. Drawing No. 99-097, Florida Storm Panels, Inc., titled "20 Ga. Galvanized Steel Storm
Panel", Sheets 1, 2, 3 and 4 of 4, prepared by Knezevich & Associates, Inc., dated
07/19/99, last revision #2 dated 12/23/99, signed and sealed by V.J. Knezevich, P.E.
B. TESTS
1. None.
CALCULATIONS
1. Anchor calculations, sheets 1 through 28, prepared by Knezevich and Associates,
Inc., signed and sealed by V.J. Knezevich, P.E., dated July 21, 1999
2. Revised anchor calculations, sheets 1 through 8, prepared by Knezevich and
Associates, Inc, signed and sealed by VJ Knezevich, P.E., dated December 29, 1999.
D. MATERIAL CERTIFICATIONS
I. None.
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02-0531.02
A. DRAWINGS
1. Drawing No. 99-097, titled 20 Ga. Galvanized Steel Storm Panel ", sheets 1
through 4 of 4, prepared by Knezevich & Associates, Inc.. dated July 19, 1999,
last revision #3 dated May 22, 2002, signed and sealed by V.J. Knezevich, P. E.
B. TESTS
L None,
C. CALCULATIONS
I. None.
. MATERIAL CERTIFICATIONS
1. None.
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02-0826.07
A. DRAWINGS
I. None.
E - 2
Del A. Makar, P.E., M.S.
Product Control Examiner
NOA No. 09-0114.03
Expiration Date: 01/04/2014
Approval Date: 02/25/2009
Florida Storm Panels, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMI1 I ED
TESTS
1. None.
C. CALCULATIONS
I. None.
MATERIAL CERTIFICATIONS
I. None.
6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0110.03
A. DRAWINGS
1. Drawing No. 05-536, titled 20 Ga. Galvanized Steel Storm Panel ", sheets. 1
through 4 of 4, prepared by Thornton-Tomasetti Group, dated January 06, 2006,
last revision #0 dated January 06, 2006, signed & sealed by J W. Knezevich, P.E.
B. TESTS
I. None.
C. CALCULATIONS
1. Revised Anchor Calculations and details for 20 Ga. Galvemized steel Storm Panels,
dated December 20, 2005, pages 1 through 24 of 24, prepared by Thornton-Tomasetti
Group, signed and sealed by J W. Knezevich, P. E.
D. QUALITY ASSURANCE
I. By Miami-Dade County Building Code Compliance Office,
E. MATERIAL CERTIFICATIONS
I. None.
7. EVIDENCE SUB ED UNDER PREVIOUS APPROVAL # 07-0817.02
A. DRAWINGS
1. None.
TESTS
1, None.
C. CALCULATIONS
I. None.
D. QUALITY ASSURANCE
I. By Miami-Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
I. None.
E - 3
y A. Makar, P.E.,
Product Control Examiner
NOA No. 09-0114.03
Expiration Date: 01/04t2014
Approval Date: 02/25/2009
Florida Storm Panels, Inc
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 09-0114.03
A. DRAWINGS
1. None.
TESTS
I. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform
Static Air Pressure Test of 20 gage storm panels, prepared by Construction Testing
Corporation, Report Na. CTC-08-018, dated December 21, 2008, signed and
sealed by Yamil G. Kuri, P. E.
C. CALCULATIONS
1. None.
QUALITY ASSURANCE
L By Miatni-Dade County Building Code Compliance Qffice.
MATERIAL CERTIFICATIONS
1. None.
9. NEW EVIDENCE SUBMITTED •
A. DRAWINGS
1. Drawing l AD12-31, titled " 20 Ga. Galvanized Steel Storm Panel-LMI ", sheets 1
through 4 of 4. prepared by MCY Engineering Inc., dated March 30, 2012, signed
& sealed by Yiping Wang, P.E.
B. TESTS
1. None.
C. CALCULATIONS
I. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Permitting, Environment, and regulatory
Affairs (PER4).
E. MATERIAL CERTIFICATIONS
1. None.
E - 4
11,1/&‘---
IiejTA. Makar, P.E., M.S.
Product Control Examiner
NOA No. 09-0114.03
Expiration Date: 01/0412014
Approval Date: 02/25/2009
14)9)4'
GNEFIAI, NOTES:
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