RC-10-1008•
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 171929 Permit Number: RC -6 -10 -1008
Scheduled Inspection Date: April 30, 2012
Inspector: Bruhn, Norman
Owner:
Job Address: 9338 NW 2 Avenue
Miami Shores, FL 33150-
Project: <NONE>
Contractor: HOME OWNER
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Shed
Phone Number
Parcel Number 1131010150280
Building Department Comments
CONCRETE SLAB FOR SHED INSTALLATION
ok to extend permit until the end of the week as per NB.
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 163882. CREATED AS
REINSPECTION FOR INSP - 144914. Missing fasteners all over no slab
inspection. NB
No plans or permit posted. Permit expired. NB
April 27, 2012
For Inspections please call: (305)762 -4949
Page 12 of 38
ZI1vI1tER Professional Engineers, P.E. 18o95 . General Contractors, C.G.C. 011551
129 NW 13t Street, Suite 20, Boca Raton, FL 33432
Tel: 561-391-6917 • Fax: 561-368-7882
CoNsTRucTIoN
Email: info @zimmerconsultants.net
Website: mmaimmerconsultants.net
Toll Free Tel: 8 '7- 748 -33oo
CONSIJL?TA.NTS, PA. Toll Free Fax: 877- 748 -560o
Richard M. Zimmer, P.E., President . John T. ("Jack ") Spannbauer, General Manager
Michael L. Moseley, Sr., C.G.C., North Florida Manager • Karyn Travaglino, Administration Manager
Mr. Norman Bruhn
City
Bui °
10060 No
Miami Shores, Florida
April 23, 2012
RE: Shed Install atio ;Permit No. RC161'1011008
9338 Northwest 2nd Avenue
Dear Mr. Bruh
At the request > 'f the Property Owner, we have completed a field review Vii' the freestanding metal shed
installation: the rear yard at the vsii gle- family residence located at 9338 northwest 2nd Avenue in Miami
Shores. ,.
Our investigation revealed that the shed installation has utilized a ''x 10' x "- thick, standard weight con to
growl slab, placed at grade in the r r yard area. The Concrete strode was without evidence of
honeycombing or other placement deficiencies.
It is our opinion that the foundation and hold -down assembly are in compliance with current wind uplift
resistance requirements to prevent the shed from separating from the foundation anchorage.
The light gauge metal framing and corrugated metal siding of the shed wall and roof panels are secured using
standard self - tapping sheet metal or Teck screws at 4" to 6" centers on all of the visible connection points.
Please call if you should have any questions regarding the foundation construction or other items relative to the
anchorage placement of this small storage building.
Very truly yours,
Richard M. Zimmer, P.E.
Certificate No. 18095
RMZ/kt -A008
ZCC/9338 Northwest 2"d Avenue
Viviana Cubillos
From: Luz Elena Lera [chokoleche @gmail.com]
Sent: Friday, March 02, 2012 10:46 PM
To: Arlenis Silvera
Subject: Re: Permit #C1108 9338 NW 2nd ave
Yes the permit for the shed. Thank you for all your help!
Sent from my iPhone
On Mar 2, 2012, at 2:39 PM, Arlenis Silvera < SilveraA (&miamishoresvillage.com> wrote:
Do you mean permit # RC10 -1008 FOR ADDRESS 9338 NW 2 AVE?
Arlenis Silvera
Building Clerk
Miami Shores Village
305 - 795 -2204
Inspection Line 305 - 762 -4949
From: Luz Elena Lera [mailto:chokoleche @ gmail.com]
Sent: Friday, March 02, 2012 10:24 AM
To: Arlenis Silvera
Subject: Fwd: Permit #C1108 9338 NW 2nd ave
Sent from my iPhone
Begin forwarded message:
From: Luz Elena Lera <chokolecheftmail.com>
Date: March 2, 2012 10:19:58 AM EST
To: silveraa @miamishores.com
Subject: Permit #C1108 9338 NW 2nd ave
I'm kindly requesting a 30 -45 day extension on the above permit. Please let me
know if you need anything from me. I will work on getting this resolve ASAP. If
you have any questions please call me at (305) 575 -9555.
Thank you in advance for all your help
Sent from my iPhone
j3
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
FBC 20
Permit No.
Master Permit No.
Permit Ty e: BUILDING ROOFING
Owner's Name ee • • der) Aft) �
a L /IC 44(9/1/071Z0 Phone # .2S 6'45 60,g9
9 ,33 g 'A) 3ziup ,4 .
Owner's Address
/ f
City 0'I ! Pritd /
5 //ditrS State F-1. Zip 3, / 5.C2
Tenant /Lessee Name
Email
Phone #
Job Address (where the work is being done) 933g to I2 /VD 1411e.-
City Miami Shores Village County Miami -Dade Zip 333 / sa
FOLIO / PARCEL #
Is Building Historically Designated YES
Contractor's Company Name
Contractor's Address
Y e7 AJ R
NO Flood Zone
Phone #
City State Zip
Qualifier Name Phone #
State Certificate or Registration No. Certificate of Competency No.
Contact Phone E -mail
Architect /Engineer's Name (if applicable) Phone #
Value of Work For this Permit $
Square / Linear Footage Of Work:
Type of Work: ❑Addition ❑Altteration ['New ❑ Repair /Replace ❑ Demolition
Describe Work: CON C,P67 /16 729 h-i/ A At / " 51,1726-5 m vt 4
lia,Aciferite Res/57m) _5figrp.
s;fz,t7 t--514
******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee $
Permit Fee $
CCF $ CO /CC $
Notary $ Training /Education Fee $ Technology Fee $
Scanning $ Radon $ DPBR $ Bond $
Double Fee $ Violation date:
Structural Review. $ Total Fee Now Due $
See Reverse side -a
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 not be approved an a reinspection fee will be charged.
Signature ` Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this ''' The foregoing instrument was acknowledged before me this
day of '';.;tw�...K. , 20 (' > by /� 1'� t ►�. (C y° tL • day of , 20 , by
who is personally known to me or who has produced
(IL_ St,
As identification and b`di t lte,,an oath.
NOTARY PUBLIC:
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign: ° ._.,. t ,,_ - ;" Sign:
Print: Print:
My Commission Expires:, e 5 '�' My Commission Expires:
APPROVED BY
Plans Examiner
Zoning
Engineer Clerk checked
(Revised 07 /10 /07)(Revised 06/10/2009)
APPLICATION FOR:
[ ] New System
[ ] Repair
STATE OF FLORIDA
DEPARTMENT OF HEALTH d MAR 0
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
[X] Existing System
[ ] Abandonment
APPLICANT: Anjelica Montero
° ° ` 00
[ ] Holding Tank
[ ] Temporary
I0 -1008
APP DOC # :AP962377
PERMIT #: 13-SC-1132513
DATE PAID: 04/21/2010
FEE PAID: 70.00
RECEIPT #: 13 -PID- 125445
[ ] Innovative
[ ]
AGENT: Rolando Arrieta (Glasshammer)
MAILING ADDRESS: 19341 Sterling Dr Miami, FL 33157
TELEPHONE: 1 (305) 251 -7682
TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY
A PERSON LICENSED 2URSUAET TO 489.1()4,a).44 . OR 489.552, FLORIDA STATUTES. IT IS THE
APPLICANT'S REPONSIBILITY` TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED
(MM /DD /YY) IF REQUESTING 'CNS;iID +TION OF STTTU ORY GRANDFATHER PROVISIONS.
LOT: 4
SUBDIVISION:
PROPERTY ID #:
11- 3101 - 015 -0280
PROPERTY SIZE: 0.21
BLOCK: 3
PLATTED:
ZONING:
ACRES WATER SUPPLY: [ ]PRIVATE
[ Y IJ N
IS SEWER AVAILABLE AS PER 381.0065, FS?
PROPERTY ADDRESS: 9338 NW 2 Ave Miami, FL 33150
I/M OR EQUIVALENT:
[ YIN II
[X]< =2000GPD [ ] >2000GPD
DISTANCE TO SEWER: FT
DIRECTIONS TO PROPERTY:
BUILDING INFORMATION: [X] RESIDENTIAL
Type of
Establishment
[ ] Floor/Equipment Drains
SIGNATURE:
DH 4015, 09/2006 (Previous Editions May Be Used)
v 1.0.0
No. of
Bedrooms
2
[ ] Other (Specify)
[ ] COMMERCIAL
Building # Persons Total Design Flow
Area Ft Served For This Unit
1358
4
300
AP962377
EID1132513
DATE: 04/21/2010
Page 1 of 4
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
Additional Notes and Comments:
County Notes Fields:
County Process #:
APP DOC #:
PERMIT NO.
DATE PAID:
FEE PAID:
RECEIPT #:
AP962377
13-SC- 1132513
04/21/2010
70.00
13 -PID- 1254458
County Permit #:
Storage Box #:
Zone:
Permit Type:
County Status:
General Comments:
SHED. This p is granted for addition of a shed only. Does not have any impact on the exising OSTDS.
Pedro Os • a
Engineer I
1AM1•DADE C
PERMIT IV
OA'r
v 1.0.0 AP962377 E1D1132513
M iami 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
NAME: 71 /Jew Cxf )4-i ,7 ?� DATE:
ADDRESS: 73 35 /1/ 2
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.
Initial
++
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 license numbers on
permits and contracts.
Initial
4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also 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 I built or substantially
improved it for sale or lease, which violates the exemption.
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 working 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. 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
-1--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 who is not licenses to
perform the work being done. Any person working on my building who is not licensed must work under my direct supervision
and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and
4
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
fi
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 http : / /www.mytioridalicense.com /dbpr /pro /cilb /index.html
Initial
11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party
legally and financially responsible for the proposed construction activity at the following address:
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 does not have a
license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation 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 contractors 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 owners 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. Was acknowledged before me this QL-1 day of A
1�
By � 4 N(o'€L_t C A-' rt C 1 ' iho was personally known to me or who has
Produced there License or
OWNER
00111111/as identification.
„. .
-" °-
-mc �° °l FAllY
as
r:o ---71 ,
a-t r-- N cO•' r`
•�i
Permit No: 10- /car
Job Name
6� y , 2010
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
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 - 795 -2204
1
Planning and Zoning Criteria
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Folio Number:1131010150280
Owner's Name:
Job Address: 9338 2 Avenue
Miami Shores, FL 33150-
Owner's Phone:
Total Square Feet:
Total Job Valuation:
80
$ 1,600.00
Contractor(s)
HOME OWNER
Phone
Primary Contractor
Yes
Planning and Zoning Criteria and Comments
Approved: Yes
Comments:
Date Approved: 6/3/2010 : Yes
Miami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RECEIPT
PERMIT #: 001 DATE: 14W 9 49N010
1, —
❑ Contractor
lei Owner
❑ Architect
Pi
Address:
N.,, Iro 15; 1, ' . b 14s
8336 NN 2Ave)
From the building department on this date in order to have corrections done to plans
And /or get County stamps. I understand that the plans need to be brought back to Miami
Shores Village Building Departme o continue permitting process.
Acknowledged by:
PERMIT CLERK INITIAL:
RESUBMITTED DATE: 3
PERMIT CLERK INITIAL: ai\
4
Tj
4
LEGEND OF SURVVV A86REVIATIONS
4.. Act 0011644 *4 API 4 00 01104. 00 0
C CAtC44.4T4D Co ...04144441104
C. 0.40A CIL... 4700444 USE
Erite144.40144404MT P C P004 01 044104*
P14. P030* 044,414444 404.4040404000444
e k MEP 44444 44e... . WATIR U*T4R
04. 4.AT GLOP 0 .. 0084004
f4. PROMO W 4.441 CO4C CONCUR
444114 4084 40040
cot COMC44T40LKgsTR110TUPt
O.Ya....OVVO CAD6rtRnvLIR4
4.4 C.. 0040 41 CQMP040004000
044. P400 OF 4.044 CMC4IVEN+
04.03. 44%0440
C 41. .... e40RD44aTAWLE
02 041000444.4440*4*
fM,, 404.44048441*
R 0104.41
CERTIFY TO: >T'
Angelica Montero, Luz Elena Lera And Valentin ()el
LEGAL DESCRIPTION:
Lat: 4
Block: 3
Subdivision: Odell Manors
NOVO... NATIONAL 44044100191041 OARr
PRC.. P09m0P RCVT:N400RVa1VR1
100 ..444:0.
RM ,.410MWpm,
See .400104
0C41 401144400
SAP.. .. .SPT 10044 P0P1
541%...4404144.4.8
02...
• *Muir, Eoao1IoT
CPIF C4*444,444i11et
st+eet 1 of 1
FLOOD ZONE X
THIS IS A FLOOD
'HAZARD ZONE
THIS ZS NOT A FLOOD
HAZARD ZONE
PANEL NO.:. 302/L
COMMUNITY Ai, 120652
DATE OF FIRM: 09/11/2009
BASE FLOOD: N/A
FINISH FLOOR: NIA
LOWEST NIA
ADI GRADE
LOT 14.
BLi',.3
According to the Plot thereof as recorded in
Plot Book: 41 Page: 57 FD.NA1L"`
Public Records of MIAMI -DADE County, Florida.
:; 13
BL ..3
75 00' ifi+a
5't;E
0
AbDRESS:
9338 NW 2 AVENUE
MIAMI SHORES, FL 33150
Encroachments Noted: NONE •
LOCATION SXETCH
SCALE: N T 5
.2140
15 14
3
re)
0o
0
._1
Proposed N®3.16
an concrete Blab
1 Homestead 108
bg Arrow Group Industries
10 O
`t ! CONC
SLAB
12 081
52 05'
0
0
0'•,E 5..1RY
RED 9335
L:-.1C 12
LK3
FO.1
1R
CC
8
R
LOT 5 BO(
12 2C�
4.
5203
434 L! ?•o
• 9
2110
Nona.
.4 . 4 01044404 wv: .404000 44401
4410 0* se e po*4V ran ion 4444.44684
4T 444 4 0000. 140 440.444 of taxa 644
0) 4• 0
t1 T!4 writ b *44044440 Wr 404404 m 0444* 4494444
041Y 40400404 for 4:44 M4T.4Ma10 M1*4
4.14444. Tkt sonny s 444 044 Yaa PR m enve400.
10444444 4014. 14 VW O4M- 04 44040 444444444•
40n of Ttao6..0 Wk. 14.
C) f444 44040014. ar 4444 wove. 40. 444 40 4044)
s 444 40^44'.
D1 h
0.3 44,444.044 410.= 4444* atn 4.4. 444434
4101 14• nh444nd pwpnv 40I s .141 ro.44 5444
eve 4044* 4P 0440 447 4oa Wn *4•044 4**43t
M pm4 44 0. 644 4.4 of tear 4r 4.4'0701'. 4104444}.
he 4, tamp . ma, 04.44 from mi.. x..434
4rn■a44.
04 'NI k.a4 4wW.a Ra'4.A4m.% 404.444 P. 444
1.44 4100*6414. 44144 004 44 44 0~04
comas 01 4 414 am mad. 0 44494..
t1 U4duyatd 1444444 14004. 44 44T. Aa 4001.
I *.4.4. *w41& 4644 44 .Pm., np1444*4441
4*10* 0* 04 414444 .4*44d 044,
a4 444 1444 al 1...4
trgoo 44170,1 416 4.0g, ea& 44440001
AYE.
tr)
F
3i
7_ I
1404464,
4P *Pam, ait:NAp
M641.41 (4'1+1'4+1).
$4441,10. 41114ATT 00,444C4400 4.04 0 1014
4 144IS,0 001140041 i !;t,• y'
■i11S 06.67 :54
'i rRafreli,40M
'a MAL Li
g.3 0:
CD
•IJjj
1i
4 i 18i7 .
5
1 r ti1
.a /?
7..`.,..:14-:. 750
A5Pt-1 R. E '
J
0
•
0
.0
4 v o1
THOMAS J. KELLY, INC.
L.B. #6486
SURVEYORS- MAPPERS -LAND PLANNERS O
8125 SW 120 STREET PINECREST, FLORIDA 3315 • 5
(786) 242 -7692 DADE (954) 779-3288 BRWC
(786) 242 -6494 DADE FAX (954) 779 -3260 BRWtkFAX
DATE FIELD WORK
04/14/2010
SCALE 10 44 20'
10-041
SURVEY N
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Arrow Group Industries, Inc.
1101 N. 4th Street
Breese, IL 62230
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI. FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.miamidade.gov
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) 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
Division (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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: Cold Formed Steel Utility Sheds
APPROVAL DOCUMENT: Drawing No. S1, S2 and S3, titled "6' x 5', 8' x 6', 8' x 8' & 10' x 8' Utility Sheds ",
sheets S1 through S3, dated 08/01/2007, prepared by McGinnis & Associates Consulting Engineers, Inc., signed
and sealed by Daniel W. McGinnis, 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 Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, 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 & renews NOA # 06- 0505.07 and consists of this page 1, evidence submitted pages E -1, E -2 &
E -3 as well as approval document mentioned above.
The submitted documentation was reviewed by He y A. Makar, P.E. M.S.
NOA No. 07- 0214.15
Expiration Date: 08/24/2012
Approval Date: 09 /13/2007
Page 1
Arrow Group Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 98- 0113.03
A. DRAWINGS
1. Drawing No. SI, S2, & S3, total 3 sheets, prepared by R. T. Wharton, P.E., titled " 6'
x 5', 8' x 6', 8' x 8', & 10' x 8' Utility Sheds", dated December 12, 1997, last
revision #1 dated July 13 (sheets SI & S3) and July 14 (sheet S2), 1998, signed and
sealed by R. T. Wharton, P.E.
B. TESTS
1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of "Utility
Shed Doors ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-
97-693, dated 11/18/97, signed and sealed by Hector M. Medina, P.E.
2. Test report on Uniform Static Air Pressure Test of "Utility Shed Doors ", prepared by
Hurricane Engineering & Testing, Inc., Report No. HETI -97 -692, dated 11/18/97,
signed and sealed by Hector M. Medina, P.E.
3. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of "Utility
Shed Panels ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-
97-691, dated 11/17/97, signed and sealed by Hector M. Medina, P.E.
4. Test report on Uniform Static Air Pressure Test of "Utility Shed Panels ", prepared by
Hurricane Engineering & Testing, Inc., Report No. HETI -97 -690, dated 11/17/97,
signed and sealed by Hector M. Medina, P.E.
C. CALCULATIONS
1. Calculation of " 6' x 5', 8' x 6', 8' x 8', & 10' x 8' Utility Buildings" and anchor
calculations dated 12/26/97, pages 1 to 39 of 39, prepared by Van Dam Engineering,
signed and sealed by R. T. Wharton, P.E.
2. Calculation of " 6' x 5', 8' x 6', 8' x 8', & 10' x 8' Utility Buildings" and anchor
calculations dated 07/14/98, pages 1 to 10 of 10, prepared by Van Dam Engineering,
signed and sealed by R. T. Wharton, P.E.
D. MATERIAL CERTIFICATIONS
1. Mill Certified Test Report issued by National Steel Corporation, with chemical
composition and mechanical properties of structural members.
2. Mill Certified Test Report issued by Bethlehem Steel Corporation, with chemical
composition and mechanical properties of cold formed panel, dated 07/09/98.
3. Tensile Test Report No. HETI- 97 -T64, prepared by Hurricane Engineering &
Testing, Inc., dated 12/29/97, signed and sealed by Hector M. Medina, P.E.
4. Tensile Test Report No. HH17- 97 -T65, prepared by Hurricane Engineering &
Testing, Inc., dated 12/29/97, signed and sealed by Hector M. Medina, P.E.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01- 0430.04
A. DRAWINGS
1. None.
E -1
elmy A. Makar, P.E., M.S.
Product Control Examiner
NOA No. 07- 0214.15
Expiration Date: 08/24/2012
Approval Date: 09/13/2007
Arrow Group Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. MATERIAL CERTIFICATIONS
1. None.
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 0401.03
A. DRAWINGS
See NOA 01- 0430.04
B. TESTS
See NOA 01- 0430.04
C. CALCULATIONS
See NOA 01- 0430.04
D. MATERIAL CERTIFICATIONS
See NOA 01- 0430.04
E. STATEMENTS
See NOA 01- 0430.04
F. OTHER
See NOA 01-0430.04
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06- 0505.07
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. None.
E -2
9'lelmy A. Makar, P.E., M.S.
Product Control Examiner
NOA No. 07- 0214.15
Expiration Date: 08/24/2012
Approval Date: 09 /13/2007
Arrow Group Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
5. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. Sl, S2 and S3, titled "6' x 5', 8' x 6', 8' x 8' & 10' x 8' Utility Sheds ",
sheets SI through S3, dated 08/01/2007, prepared by McGinnis & Associates
Consulting Engineers, Inc., signed and sealed by Daniel W. McGinnis, P.E.
D. QUALITY ASSURANCE
1. By Miami -Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
2. None.
E -3
//CJA" 1/1'.. -
y A. Makar, P.E., M.S.
Product Control Examiner
NOA No. 07- 0214.15
Expiration Date: 08/24/2012
Approval Date: 09/13/2007
FROM ELEVATION SIDE ELEVATION ROOF PLAN
its a4a rte.
6' x 5' BUILDING
KIa
REAR ELEVATION
°••
FOUNDATION PLAN
au
FRONT ELEVATION SIDE ELEVATION ROOF PLAN
WS. ITS
REAR ELEVATION
au
FOUNDATION PLAN
rea
FRONT ELEVATION SIDE ELEVATION ROOF PLAN
au au au
8' is 8' BUILDING
au
REAR ELEVATION
au
FOUNDATION PLAN
au
DESIGN CRITERIA:
THE DESIGN SHOWN ON THESE DRAWINGS
MEET THE REQUIREMENTS
OF THE 2004 FLORIDA BUILDING CODE.
GRAVITY LOADS.
DEAD LOAD: AS CALCULATED PER MEMBER
LIVE LOAD: 15 PSF
WIND LOADS:
BASIC WIND SPEED: 75 MPH
WIND LOAD IMPORTANCE FACTOR: Iw = 1.0
WIND EXPOSURE: C
NOTE: PER SECTION 1609.1.4 STORAGE SHEDS THAT ARE NOT
DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR
AREA OF 720 S.F. OR LESS ARE NOT REQUIRED TO COMPLY WITH THE
MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THE
2004 FLORIDA BUILDING CODE.
MATERIAL SPECIFICATIONS:
PANELS: ASTM A625 -76. Fy =50 KSI
CHANNELS &
OTHER MEMBERS: ASTM A527 -80, Fy =55 KSI
BOLTS & SCREWS: ASTM A1018, Fy =30 KSI
ANCHOR BOLTS: ASTM A307, Fy =33KSI
REINFORCING STEEL ASTM A615 -40, GRADE 40
WIRE MESH: ASTM A -185
CONCRETE: 2,500 PSI COMPRESSIVE STRENGTH ® 28 DAYS
ASSUMED ALLOWABLE SOIL BEARING PRESSURE: 1.000 PSF ® A DEPTH OF
• almw[ P.M ,an MK al it
3to.rm Mal. AMOR
. l 1 ermmxxl. •xao WM mom
FRONT ELEVATION SIDE ELEVATION
ru au
ROOF PLAN
10' x 8' BUILDING
BEAR ELEVATION
FOUNDATION PLAN /r
Jai
PRODUCT tiEVISED Florida
Reding ewe,:
Ac1.:.: Aoo — O z
se@
E:GL"a4100 St:;
By
M
D1y13107
001
DNS
ROOM 0Y
sELT1009
PLANS & ELEVATIONS
SDLE
NONE
McGINNIS & ASSOCIATES
CONSULTING ENGlN ERS. NC
1110 KSTWJ1X DRNE
ST. LOUIS. Y650uR1 63131
314-369 -6.60
12909
:
6'x5', 8'x6', 8'x6' & 10'x8'
UTILITY SHEDS
Dow 06
JMH
8/1/06
ARROW GROUP INDUSTRIES ""ie'
1101 N. 4TH STREET
BREESE, IL 62230
(618) 526 -4546
S1
/r 1'
C .023"
\ �C
CHANNEL
N.T.S.
0 Ark
a+o HINGE
WP. 2 PLACES
� 11'. e
Q I�`I\ Ali 2x1 CHANNEL
NM 0023 THICK
(TYPICAL)
9 19/32"
28 3/4"
1 1/4"
I zp0a
PANEL THIq}Q11EsS .016"
TYPICAL WALL PANEL
NOTE: PANEL WIDTH VARIES
DOOR SKIN 0.016"
0.030" ZEE
2 "41 "x0.023
CHANNEL
2'-.3 1 /6"
DOOR ELEVATION
N.T.S.
1041/2" SCREWS
(18) EA PANEL
#1 thap u /MACHINE
SCREW (2) EA. PANEL
910x1" SCREWS &
CORNERS OF PANEL
PANEL WIDTH VARIES
TYPICAL PANEL
FASTENER ELEVATION
WALL OR ROOF PANELS
ROOF PANEL
10 SCREWS
(8 PER PANEL)
I\ --Y 1 7/8" X 1 1/4"
0.028°
2 ROWS 910 x 7/16" MACHINE
SCREWS 0 8 "o.c.
WALL OR ROOF CHANNELS
1 "x4"4 .023"
SECTION
N.T.S.
4"x1 1/2 "40.060" CHANNEL
0.023' JAMB
HINGES (2 TOTAL)
I./ (6) 3/16'0 FLAT HD.
MACHINE SCREWS & NUTS
SECTION
N.TS.
FIN. GR.
0009
M1
PIN
4 "x1"x0.028' CHANNEL
2'41'40.023" CHANNEL
SECTION
0.030" ZEE
2' THICK DOOR
SECTION
N.T.S.
910 SCREWS
(8) PER PANEL
AS FOLLOWS
(6) #10 1/2"
FLOOR FRAME (0.028")
ANGLE 2 "x1 3/8 "x0.060"
N.T.S.
3/8 "0 x 8" ANCHOR BOLTS 0 24 "o.c.
AT SIDE & BACK WALLS. & 0 12'o.e. MAX.
FRONT WALL.
ALTERNATE ANCHOR: HILTI KWIX BOLT 8
3/81145' CONCRETE ANCHOR 0 24 "o.e.
w/2 1/2" EMBEDMENT. METRO DADE COUNTY
ACCEPTANCE
6x6 -10/10 WWM
ALT. - 93 BARS 0 18 "o.c. EA. WAY
1.-0"
94 CONT. TOP & 601.
SECTION
N.T.S.
ROOF BEAMS
WALL PANELS
WALL PANEL
CIA INSIDE FLANGE
AT CORNER
910 M HINE SCREW
WALL CHANNEL
CORNER CONNECTION
SECTION
N.T.S.
NUT ROOF BEAMS
FLOOR FRAME (0.028")
SPACER
3/8"a ANCHOR BOLTS
(SEE D REQUIREMENTS) SECTIONS
ALTERNATE ANCHORS:
3/8 "0 HILTI CONCRETE ANCHORS
SECTION
N.T.S.
L 1 "41'x0.028" BRACE
0 ROOF BEAMS ONLY
./810 MACHINE SCREWS & NUTS
SECTION
N.T.S.
910 MACHINE SCREWS
910 MACHINE SCREWS
(4 TOTAL)
L7/8 "41 1/8 "x0.028"
910 x 1/2" SCREW
L1 7/841 1/4 "x0.02B"
WALL ANGLE
BOLT VERTICLE ANGLE
TO GABLE PANEL RETURN
PIVISSO
ex r000!1i¢8
Daiiir.. ^.; wS•
AuJ{:c:::t K40 t 2/
1.1�'�. ".i�::.i Lid'. �• 4.
SECTION
N.T.S.
BOLT VERTICLE ANGLE
TO GABLE PANEL RETURN
GABLE .016" THICK
WIC
m
416011060
SECTIONS & DETAILS
VAL
NONE
McGINNIS & ASSOCIATES
CONSULTING ENGINEERS. INC.
1110 .ESTLMK DRNE
ST. LOIAS. MISSOURI 631.11
314 -469 -6460
12909
6'x5', 8'x6', 8'xB' & 10'x8'
UTILITY SHEDS
— 6R
JMH
MIL
8/1/06
ARROW GROUP INDUSTRIES °'"*"
1101 N. 4TH STREET
BREESE, IL 62230
(618) 526 -4546
S2
2°x1" CHANNEL
0.023" THICK
DETAIL
#10x1/2" SCREW
TYP. NEAR SIDE &
FAR SIDE
N.T.S.
NEW
FLOOR FRAME (0.028")
2 "x1" CHANNEL - 2 "x1" CHANNEL
0.023° THICK
0.016" DOOR SKIN 1
4 "x1 1/2" CHANNEL (DOOR JAMB)
L1 1 4 "x3 "x1 1/2" LONG x 0.034"
w /(4) #10 SCREWS
MEIN
WALL PANEL
SECTION
N.T.S.
SECTION
N.T.S.
1 "x2.701 "x1.053 "x0.030"
DOOR JAMB TRIM
#10 SCREW
10x1/2° SCREWS
5) ® SIDES ND
(((4 ® TOP & A BOT.
10x1/2" SCREWS
(5) EA. SIDE
SECTION
N.T.S.
0.023" THICK
L1 1/2 "x2 1/8 "x0.60"
0 LEFT DOOR
L1 1 /8 "x2 "x0.30"
® RIGHT DOOR
SECTION
N.T.S.
4 "x1 1/2" CHANNEL Mr
(DOOR JAMB)
Ark
Mir
COPE WEB
0.016" DOOR SKIN
4 "x1 1/2° CHANNEL (DOOR JAMB)
1 °x2.701 "x1.053 "x0.030"
DOOR JAMB TRIM
$10 SCREW
SECTION
N.T.S.
1 "x2.701 "x1.053 "x0.030"
DOOR JAMB TRIM
L1 1/4 "x3 "x1 1/2° LONG
x 0.034° w /(4) #10 SCREWS
4"x 1"x0.028" CHANNEL
2 "xl "x0.023° CHANNEL
#10 SCREW
#10 SCREW
LI 1/4 "x3 °x1 1/2" LONG x 0.034"
w/(4) 10 SCREWS
0.030" ZEE
FLOOR FRAME (.028")
SECTION
N.T.S.
0.030" ZEE
ZEE DOOR TRIM
NOT SHOWN
FOR CLARITY
ZEE DOOR TRIM
NOT SHOWN FOR CLAR
SECTION
N.T.S.
NOTCH FOR DOOR JAMB
COPE WEB AS REQUIRED
4 "x1 1/2" x 0.60" CHANNEL
FLOOR FRAME (.028")
PRODUCT REVD3ED
Bef�e Code A
AcC¢plvoze No O -10 Z! /_ • £a11E1j3e Ja:c O: PkS Zen.
our
c 1M
PROM:
SECTIONS & DETAILS
SCAM
NONE
McGINNIS & ASSOCIATES
CONSULTING ENGINEERS. wG
1110 MESTMNRI ORME
ST. IOU15, M Sol. l 63131
314 - 469 -6460
12909
moan:
6'x5', 8'x6', 8'x8' & 10'x8'
UTILITY SHEDS
OWN 60
JMH
Oft
8/1/06
ARROW GROUP INDUSTRIES
1101 N. 4TH STREET
BREESE, IL 62230
(618) 526 -4546
Doom
S3