RC-16-1660 Inspection Worksheet
Miami Shores Village �-
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
nspection Number: INSP-260973 Permit Number: RC-6-16-1660
Inspection Date: June 24, 2016 Permit Type: Residential Construction
Inspector: Porta Jr,Jose Inspection Type: Final
Owner: OSTROWSKI,JOHN & DALE Work Classification: Shed
Job Address:126 NW 104 Street
Miami Shores, FL Phone Number
Parcel Number 1121360131450
Project: <NONE>
Contractor: HOME OWNER
Building Department Comments
SHED Infractio Passed Comments
INSPECTOR COMMENTS False
TO CANCEL PERMIT#RC08-1550
Passed
Inspector Comments
4sAV
'
Failed
Correction
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
For Inspections please call: (305)762-4949
June 24,2016 Page 1 of 1
r6-1,6501
Miami Shores Village
9 Pel1f?i>I � E��{L[1t S Ucoo
10050 N.E.2nd Avenue NWItlrrctSSrralr heir.
Miami Shores,FL 33138-0000
hF
Phone: (305)795-2204
ZNR
P £ Pere 5tt . t�PF �t1
3 ss +£t
� tate� � t16 Expiration: 12118/2016
Project Address Parcel Number Applicant
126 NW 104 Street 1121360131450
JOHN&DALE OSTROWSKI
Miami Shores, FL Block: Lot:
Owner Information Address Phone Celt
JOHN&DALE OSTROWSKI 1130 NE 100 ST
MIAMI SHORES FL 33138-2602
Contractor(s) Phone Cell Phone Valuation: $ 3,086.00
HOME OWNER
Total Sq Feet: 80
Approved:In Review Available Inspections:
Comments: Inspection Type:
Date Approved::In Review Slab
Date Denied: Final
Type of Construction:SHED Occupancy: Review Planning
Stories: Exterior: Review Building
Front Setback: Rear Setback: Review Structural
Left Setback: Right Setback:
Bedrooms: Bathrooms:
Plans Submitted:Yes Certificate Status:
Certificate Date: Additional Info:
Bond Return: Classification:Residential
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $2.40
DBPR Fee Invoice# RC-6-16-60195
$2.00 06/21/2016 Credit Card $ 194.40 $50.00
DCA Fee $2.00
Education Surcharge $0.80 06/14/2016 Check#:2414 $50.00 $0.00
Notary Fee $5.00
Permit Fee $100.00
Plan Review Fee(Engineer) $120.00
Scanning Fee $9.00
Technology Fee $3.20
Total: $244.40
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated.
June 21, 2016
Authorized Signature:Owner / Applicant / Contractor / Agent 5ate
Building Department Copy
June 21,2016 1
'2
Miami Shores Village
Building Department JUN Y �d16
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:
,&
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 2®
BUILDING Master Permit No.
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION 0 EXTENSION tgRENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 10 `7�'rL,�
City: Miami Shores County: Miami Dade Zip: 3-b 150
0
Folio/Parcel#: 1 1-a I N, - O 00- \`t 5-0 Is the Building Historically Designated:Yes NO v
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder): E... Phone#: bO
Address: 1Q(.0 nj w 10 t-} 5*rE"_j
City: M t G rn I 'D V) O State: �� Zip:
Tenant/Lessee N; Namme: Phone#:
Email: CI.J�J'S't ro rJ$g� cal GCS M
CONTRACTOR:Company Name: Ownw-- C)I.,l t d 7,r Phone#:
Address:
City: State: Zip:
Qualifier Name: Phone#:
State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ 73 G�16 - t"\ Square/Linear Footage of Work: 6�D U
Type of Work: ❑ Addition ❑ Alteration air/Re lace
New ❑ Re
p p I ❑ Demolition
Description of Work: cJ `fid
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ CCF$ oi- ® CO/CC$
Scanning Fee$ oo Radon Fee$ f A> DBPR$ 03 Notary$ ,
Technology Fee$3. 2—Z Training/Education Fee$ G -(90 Double Fee$
Structural Reviews$ (2® GA Bond$ 0
TOTAL FEE NOW DUE$ L 9 4" 46
(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 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
Signature nature g
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
I�-1 day of 3VCT, ,20 J� , by day of ,20 , by
who is personally known to ,who is personally known to
me or who has produced Fl ` 1_? W U�. S�j' as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: JQ Sign:
Print: S1 Nb[P, rte Print:
Seal: 'Ay 2e
N Notary Pubiic State of Florida Seal:
Sindia Alvarez
c c� My Corrunission FF 156750
9�FOFFt®Q� E pires 09103;2013
>k&�k�k�kak�k+k�k+k&�k�k+k�k�k+k+k+kffisk �k & �k�k�k >��lc �k& �k&�k�k �k&�k�k�k�k�k�kakak*&�k�k+k�k�k�kA��k�k�k�k�k&+k�k�kak+kak�k�k�k�k�k�k+kek�k�k�k�k�k�k�k�k�k�k�k�k&�k�k#�k�kffisksk
APPROVED BY Plans Examiner / 6 Zoning
Structural Review Clerk
(Revised02/24/2014)
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
NAME: ._l -�S-t-fi'�t 1�i t DATE: L.
ADDRESS: (p l bJ FL.
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 entities 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. '1 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 licensedvontri Ctor to assume responsibility. —n
Initial Y
3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.tunderstand 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 contr
Initial
4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding 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,whi violates the exemption.
Initial
s: I'understancl Vim,as the owner-dwitibr,1'must�prOVfirl'cftW,dri3TI SUP?!M§thtrdt`tlfE'c2 MttU&t6W.
Initial VN
6. 1 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.
Initial
7. 1 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. 1 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 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. V ^
Initial _`6/ /1
9. 1 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
Initial
10. 1 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 hftp:Zbuww.mvfloridalicense.com/dbprlpro/C-ilbAndex.htmi
Initial
11. 1 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:
l�(o\VW 1011 StrU�� , ^�l, ��150
Initial
12. 1 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 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.
Was acknowledged before me this 0A day of ,5VT , 20 G
By -F— QODq Q �Swho was personally known to me or w Io has
Produced there License or _—DV(Wlz UC W+ V. as identifica ion.
pgY P4®4� Notary Public State of Fbride
o Sindia Alvarez
r - o pAv Commission FF 156750
OWNER NOTAR oF�oQ I Expire,0910312018
MIAMI•DADE "" MIAMI-DADE COUNTY
e PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA ► .mBsmidade.govfeconomv
Arrow Shed LLC �_t _�—.._- :nr� -- -
1101 N.4'h Street
Breese,IL 62230
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use 4W;8Jruction materials. *:
The documentation submitted has been reviewed and accepted by Miami-Dade County P ;.�roduct Control .. ,;
Section to be used in Miami Dade County and other areas where allowed by the Authority Jiaving Jurisdiction .
(AHJ). """
.
0000
0000.
0000 0000.
This NOA shall not be valid after the expiration date stated below. The Miami-Dade-Gavrity Product Contra;..0
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the Might to haw••-
this product or material tested for quality assurance purposes. If this product or mat¢'latf$ils to perform in the•,
accepted manner, the manufacturer will incur the expense of such testing and the AM maeimm0atAy revokt,...
modify,or suspend the use of such product or material within their jurisdiction. RER reserves the'right to revo*ka o..
this acceptance, if it is determined by Miami-Dade County Product Control Section that this product:ormaterial
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
Zane of the Florida Building Code.
DESCRIPTION: Cold Formed Steel Utility Sheds
APPROVAL DOCUMENT: Drawing No.S 1, S2 and S3,titled"6'x 5',8'x 6',8'x 8' & 10'x 8'Utility Sheds",
sheets S 1 through S3,dated 06/12/2012,prepared by McGinnis&Associates Consulting Engineers, Inc.,signed and
sealed by Daniel W.McGinnis, P.E.,on 04/08/2013,bearing the Miami-Dade County Product Control Revision
stamp with the Notice of Acceptance number and expiration date by Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturers 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 Counl , 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#07-0214.15 and consists of this page 1,evidence submitted pages E-1,E-2,
E-3,&E-4 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A.Makar,P.E.M.S.
NOA No.12-0716.03
MiaWnAoecoutvr�r Expiration Date:08/24/2017
Approval Date:04/25/2013
e}•� Zia f3' Page 1
Arrow Shed,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#98-0113.03
A. DRAWINGS
1. Drawing No. Sl, S2, &S3, total 3 sheets,prepared by R. T Wharton, P.E., titled "6'
x5' 8'x 6, 8'x 8. & 10'x 8' Utility Sheds", dated December 12, 1997, last
revision#1 dated duly 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 Pres; o lest of;Uellity ••• •
Shed Doors" prepared by Hurricane Engineering& Testing, Ine.e epOrt Na..FIEr sees;
97-693, dated 11/18/97, signed and sealed by Hector M. Medina, A A;•• 0 •
sees..
2. Test report on Uniform:Static Air Pressure Test of"Utility Shed QbM pre g4'sby •
Hurricane Engineering & Testing, Inc., Report No. HETI-97-692--dated 1'1/18/97,
..i... sees sees.
signed and sealed by Hector M. Medina P.E. •
sees sees sees..
3. Test report on Large Missile Impact Test and Cyclic Wind Pressxxe Zest of"Utility .-
Shed Panels".prepared by Hurricane Engineering& Testing, Ind', Apert NOe j 7'I- •••• •
97-691, dated 11/17/97, signed and sealed by Hector M. Medina V F-s - :0900:
4. Test report on Uniform Static Air Pressure Test of"Utility Shed;airels';preppt;i.Iby - •
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 3 , 8'x 6. 8'x 8, & 10'x 8' Utility Buildings" and anchor
calculations dated 12/26197, pages I to 39 of 39,prepared by Van Darn 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 07/14198,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. HETI-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. l
Makar,P.E.,M.S.
Product Control unit Supervisor
NOA No.12-0716.03
Expiration Date:08/24/2017
Approval Date:04/25/2013
E-1
Arrow Shed,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. MATERIAL CERTIFICATIONS
1. None. ..••
Y •
• • sees 0666:6
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#02-0401.03 •,
698.6• ,e • 866.6•
•
A. DRAWINGS6666 :0000:
See NOA 01-0430.04 6666 """
. 6666.
6666.. 6666 6666.
B. TESTS '
See NOA 01-0430.04 •••••• •
. . . . 6666..
6666,.
C. CALCULATIONS •
. . 6666..
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.
J19my A.Makar,P.E.,M.S.
Product iControl unit Supervisor
NOA No. I2-0716.03
Expiration Date:08/24/2017
Approval Date:04125/2013
E-2
Arrow Shed,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0214.15
A. DRAWINGS
I. Drcnvft 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.
B. TESTS
1. Test report on Un form Static Air Pressure Test of "Utility Shed". prepared by
Hurricane Engineering & Testing, Inc., Report No. HETI-06-4073, dated 12/27/06,
signed and sealed by Rafael E. Droz-Seda, P.E.
2. Test report on Cyclic Wind Pressure Test of"Utility Shed", prepared by Hurricane
Engineering & Testing, Inc., Report No. HETI-06-4074, dated 12/27106, signed and
sealed by Rafael E. Droz-Seda, P.E.
3. Test report on Uniform Static Air Pressure Test of "Utility Shed'; prepared by
Hurricane Engineering& Testing, Inc., Report No. HETI-06-4075A, dated 12127106,
signed and sealed by Rafael E. Droz-Seda, P.E.
4. Test report on Cyclic Wind Pressure Test of"Utility Shed", prepared by Hurricane
Engineering&Testing, Inc., Report No. HETI-06-4075B, dated 12127106, signed and
0000
sea ed by Rafael E. Droz-Seda, P.E. •
. . 0000 0000..
..0.. .0.000
C. CALCULATIONS 0000
. 0000..
1. None. 000000 • • •
.0000.
0000
0 0 .0060.
0000 . 0000.
D. QUALITY ASSURANCE • •
0000.. 0000 00000
1. By Miami-Dade County Building Code Compliance Office. 000090 6.0 6 0 0 0 6.6
666666 6
so
E. MATERIAL CERTIFICATIONS 0 "'6 6
0000..
1. Tensile Test report of"Utility Shed",prepared by Hurricane EngNeerlbg & T"14ftg, ;••••;
Inc., Report No. HETI-07-T601, dated 01/17/07, signed and sealed by RhjWl
Droz-Seda, P.E.
2. Tensile Test report of"Utility Shed".prepared by Hurricane Engineering& Testing
Inc., Report No. HETI-07-T602, dated 01/17/07, signed and sealed by Rafael E.
Droz-Seda, P.E.
6. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. DrMving 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 06/1212012, prepared by McGinnis & Associates
Consulting Engineers, Inc., signed and sealed by Daniel W. iMcGinnis, P.E., on
0410812013.
�.�-fir--.---
11"y A.Makar,P.E.,M.S.
Product control unit Supervisor
NOA No. 12-0716.03
Expiration Date: 08/24/2017
Approval Date:04/25/2013
E-3
Arrow Shed,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITLED
B. TESTS
1. None.
C. CALCULATIONS
1. Calculation of " 6'x S' " Utility Buildings"and anchor calculations dated 06112112,
pages I to 34 of 34, prepared by Daniel W. McGinnis, P.E., signed and sealed by
Daniel W. McGinnis, P.E., on 06128112.
2. Calculation of "8'x 6' " Utility Buildings"and anchor calculations dated 06112112,
pages I to 34 of 34, prepared by Daniel W. McGinnis, P.E., signed and sealed by
Daniel W McGinnis, P.E., on 06128112.
3. Calculation of "8'x 8' " Utility Buildings"and anchor calculations dated 06112112,
pages I to 34 of 34, prepared by Daniel W. McGinnis, P.E., signed and sealed by
Daniel W. McGinnis, P.E., on 06128112.
4. Calculation of " 10' x 8' " Utility Buildings" and anchor calculations dated
06112112, pages I to 34 of 34, prepared by Daniel W. McGinnis, P.E., signed and
sealed by Daniel W. McGinnis, P.E., on 06128112.
D. QUALITY ASSURANCE
1. By Miand-Dade County Department of Regulatory and Economic Resources..••••.
. . 0000 0000..
E. MATERIAL CERTIFICATIONS
1. None. .....9 6
0000..
.969
. 0000..
0000 . 0000.
0.000.. 0000 00.00
000000 0000 000000
.966669
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9 0000..
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9 . .0690.
.. 0000
00 0
H A.Makar,P.E.,M.S.
Product Control unit Supervisor
NOA No. 12-0716.03
Expiration Date:08/24/2017
Approval Date:04/25/2013
E-4
.. .. . . . .. .. .
. . . . . . . . . .
• ..
,v . . •••
IvFl
+. __ es ••• • ••4DE
- THE DE ON THESE DRAWINGS
d S b -- -, d ME QUIR ENTS
• •• ••• rm I 2010 FLO DA BUILDING CODE.
el • • • • •
ra 1 Ca 4 V-tl ',y 1 • • • ••
• • • • • •• • D�LOAD:AS CALCULATED PER MEMBER
FRONT ELEVATION SIDE ELEVATibN ROOF PLAN REAR ELEVATION 000 i i i•• ♦ LOAD 16 PSF
-
as ata -- am eT8 - -
6' x 5' BUILDING WIND LOADS:
IM ULTIMATE WIND SPEED: 165 MPH
r-,a .q'egi�se EXPOSURE CATEGORY: C
A0.uw NOTE: PER SECTION 1MR.1.2 STORAGE SHEDS THAT ARE NOT DESIGNED
FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF 720 SQUARE
FEET OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDITORY
CODEIBORNE DEBRIS IMPACT STANDARDS OF THE 2010 FLORIDA BUILDING
.1•
e1 w, MATERIAL SPECIFICATIONS:
01 e, PANELS: ASTM A625-76, Fy=50 KSI
CHANNELS &
FRONT ELEVATION SIDE ELEVATION REAR ELEVATION FOUNDATION PLAN OTHER MEMBERS: ASTM A527-80, Fy=55 KSI
as sm xra acs BOLTS & SCREWS: ASTM A1018, Fy-30 KSI
ANCHOR BOLTS: ASTM A307, Fy=33KSI
8' xA BUILDING 'eo°iw10• REINFORCING STEEL ASTM A815-40, GRADE 40
r-w 3P4 WIRE MESH: ASTM A-185
J. r ______ CONCRETE: 2,500 IS COMPRESSIVE STRENGTH ® 28 DAYS
>, ASSUMED ALLOWABLE SOIL BEARING PRESSURE: 1,000 PSF® A DEPTH OF 1'-0"
w
I JTTPRODUCTR13VISED
§b -- _ - as conTlylas with the Flmda
l3ultdbtg Codo
�7g Acooptanco No Z-o ! .03
6 1 10 1 ;p►�pg� �1fp 11011 gaf9 G Z. 17
r� o, Ds` d CoMmt
lag BOIT F
FRONT ELEVATION SIDE ELEVATION ROOF PLAN REAR ELEVATION FOUNDATION TION PIAN ;�am� obeemm
ala wra arms Kra ars 0e1111111111j1
�0� W Mo 1j1i
8' x 8' BUILDING
UL 'o�itti°o �� P.••b R••.�li
�+^a No 67828 of
swmu Elm �
} 1 9Q�.• . O •��� PIANS & ELEVATIONS NONE
r Q30)
1j1p/1111cYccmm us
, PFAM
DWM
xv
e 6'x5', 8'x6', 8'x8' & 10'x8'
•t. - — mmo-w 1 v e, UTILITY SHEDS 6112112
MCGINNIS & ASSOCIATES ,,,
FRONT ELEVATION SIDE ELEVATION ROOF PLAN REAR ELEVATK)N FOUNDATION PLAN Comm glppmt%ryes Arrow Shed,LLC
R
au arm m u 1110 WfRY"mm 1101 N.4th St. [1
10' x 8' BUILDING 9T.LCM MM=63131 Breese,IL 62230 J
au 12909 (618)526-4546
. . ... . • . ...
.. .. . . . .. .. .
. . . • . . . . . .
. . ... . . . . ...
. . .. . . . . . . ..
• • • • • ••• • • • ROOF PANEL
• • • • • • • • • f0 SCRt'WS 'I
9 19/32" 8•RE 1 1/4' • tOAI.L OR FM"PANELS• ••• • fel PFR PANEL) �
1' I , �a
[:0T23 \
a I PANEL TH�� ESS.016' •• • • • •• ••• •• AT CORNER FtAt4GE
• i• i i i i L ?/B•A 1/4•
00 MACHINE SCREW
• • • • • •• x W/mur
_ $°8°as 6• tN.•• ••• WALL PANELS WALL CHANNEL
CHANNEL WALL OR ROOF CHANNELS CORNER CONNECTION
%T.S• TYPICAL WALL PANEL 1'x4°x .023"
NOTE PANEL WIDTH VARIES SECTION SECTION /1-6�\ SECTIO F
N.T.S. $2 N.T.S S2 NTA S2
S2 DOOR SKUs 0.016" 4°x1'xO.028'CHANNEL WALL PANEL
S3 0.030•z 4'x1 1/2•xaolKt•CHANNEL
2"XICHANEL 0.023'JAMB 2'x1'x0.023'CHANNEL /)PER PANEL NUT
FlAOR FRAME(00287 UT ROOF BEAMS
10 SCREWS
S2
SIM (83 1a � SOLT VERTICLE ANGLE
HINGE 0.039°ZEE TO GABLE PANEL RETURN
, 2 � DOOR PIN
n S3 `M 2"THICK DOOR �4 TOTAL)
NE SCREWS
S3 w//N(8))GES b/18 O�FLAT HD. \
e L f�CHINE SCREWS&NUTS FLOOR FRAME(00287 L7/8'x1 1/8'x0.028' GABLE.018°THICK
S3 p�IC�CNEK SECTION 3/8'0 ANCHOR BOLTS #10 x 1/2•SCREW
(�gSpERE RFNI
,,,,PLAN&SECTIONS Lt 7/8x1 1/4 x0.028'
N.T.S. S2 ANGLE 2'x1 3/8'xO.O$O' ALTERNATE ANCHORS: WALL ANGLE
3/8°0 HILTI CONCRETE ANCHORS
SECTION 2 SECTION SECTIONd
DOOR ELEVATION ILTS. S2 KT-S. S2
N.T.S.
3,8`0 x B'ANCHOR BOLTS O 24"0.0.
B AS SIDE&BACK WALLS.&! 12'e c. MAX. O
S2 ATERNATE ANCHOR: HILTI KWIK BOLT 0 NT WALL ROOF BEAMS #10 MACHINE SCREWS
3�/�82'0x8"CONCRETE ANCHOR O 24"0.0.
ACC EMBEDMENT. METRO DADE COUNTY
A ACC 1 2'CE BOLT VERTICLE ANGLE
SCREWS- Bx8-10/10 WWM I TO CABLE PANEL RETURN
118)11 PAN S2 TIN.OR. ALT.- 13 BARS O 18'o.c. EA,WAY PRODUCTROVISBD
a' bs campiying v�fa the FModdn
utdIding code ty wt REV= ar
Li•x1'xO.028' BRACE Acceptan11111.1111 2-07 03
p / O ROOF BEAMS ONLY t2xpir Uonc °41T70m mw
$CRE1V 16'MACHUIE `oo yt •{::{,;I 1 w//10 MACHINE SCREWS&NUTS !7 NONE
w 3 Dy SECTIONS & DETAILS
(2) Eh I�AMU MJnm UR uct comm
610x1'SCREWS& a' A"Jiluuuq",�,
CORNERS OF PANEt 1'-0• Ff p`(��.W�'1C ��� SECTION H � opmIm
I' a`�C��•''C E N' Q �G2 , DWM
I O Q .• S•••�2�� N.T.S.N6'x5', 8'x8', 8'x8 & 10'x8' _
PANEL WIDTH VARIES L L $4 CONI.TOP&BOT. a NO 67 8 ' Z UTILITY SHEDS 8112/12
TYPICAL PANEL SECTIO =*r :*=_ McGINNIS & ASSOCIATES
FASTENER ELEVATION NTS S2 "°' ,r CDNSYILTWD L71ftlNEQB,DMc Aerow Vii®d,LCC " -- -
STAT p ,��z 1110 Wmnm Dm 1101 N.4th St �1 A
q ID.P,,:`a�v,0 ST.Lours,wss 0 63131 Breese,IL 62230 V\L
6 O„ 314-469-NM 12909 (618)526.4648
. . • . . . • . . .
• •
•• • • • • • • ••
• • • • • ••• • • • 4"x1 1/2" CHANNEL S3
••• ••• • • • ••• (DOOR JAMB) 1"x2.701°x 1.053"x0.039°
2"x1" CHANNEL Z"x1" CHANNEL
0.023" THICK 0.023" THICK DOOR JAMB TRIM
#10x1/2" SCREW 10x1/2" SCREWS N
IYP. NEAR SIDE & 5) ® SIDES AND
4 ® TOP & 800. • • • •• • ••
FAR SIDE •• • • • COPE WEB L1 1/4"x3"xt 1/2" LONG
• • • • • •• x 0.034" w/(4) #10 SCREWS
0.016" DOOR SKIN 1Ox1 f 2°SCREWS Lr 1 2"x21/BNO.60" • ••• 0010.016" DOOR SKIN
5) EA. SIDE ® LEFT DOOR
2"xt" CHANNEL L1 1/8"x2"x0.30°
0.023" THICK ® RIGHT DOOR #10 SCREW
FLOOR FRAME (.0281
DETAIL SECTION rK SECTION L SECTION M
N.T.S. S3 N.T.S. S3 N.T.S. S3 N.T.S. S3
M
FLOOR FRAME (0.028') 4"x1 1/2" CHANNEL (DOOR JAMB)
P 4"x1"x0.028" CHANNEL
S3 1"x2.701"x1.053"x0.030" R
DOOR JAMB TRIM S3 2"xt"x0.023° CHANNEL
4"xt 1/2" CHANNEL (DOOR JAMB) N
L1 1 4"x3"x1 1/2" LONG x 0.034" #10 SCREW #10 SCREW
w/(4S#90 SCREWS rf
L1 1 4"x3°x1 1/2" LONG x 0.034"
w/(4S#10 SCREWS NOTCH FOR DOOR JAMB PRODUCPREVISHO
0.030" ZEE aaeomplongivial1haNOTI&
COPE WEB AS REQUIRED Building Coda
M Amplanca
[iw VonDatao "17
S3n
1"x2.701"x1.053"x0.030° FLOOR FRAME (.0287 4"xt 1/2" x 0.60" CHANNEL 1,4IpemIDa u 1r
WALL PANEL DOOR JAMB TRIM
Q NOT SHOWZEE N FOR CLARIrY
#10 SCREW S3
SECTION N SECTION P
N.T.S. S3 N.T.S. SECTIONnac
J w crosox sr
N.T.S. 53 °°� Mm
SECTIONS & DETAILS NONE
wN Af
0.030" ZEE ,p �GENq•-I. neap P omv
w Q•t•V F � � oaaarca en
S792B �s*v DVVM
6'x5', 8'x6', 8'x8' & 10'x8'
ZEE DOOR TRIM UTILITY SHEDS 6/12112
NOT SHOWN m•o ��s McGINNIS & ASSOCIATES
FOR CLARITY %�3: ATE :�= mwmo
mmre�xsu ,w— Arrow Shed,LLC
SECTION R 'Ooh ° �OR10•.=���,`, mowesllswxDIM 1101 N.4th SL �I>
S3 r sS�OAIALE�`0', Sr.LOUIS,MISSOURI 63131 Breese,IL 62230
N.T.S.
spejhMee4aoe40 314-469—SM 12909 (818)526-4648 3
MAP OF B O UNDA R Y SURVEY LEGEND
aeBREwanoNs:
76' R A = ARC DISTANCE CERTIFICATE OF AUTHORIZATION#LB-7104
,..c,... Y .,... - TY RECORDS
A/C AIR CONDITIONER PAD
BCR BROWARD COUNTY Suarez surveying 8. mapping, inc.
NW 104th STREET BLDG- BUILDING
BM = BENCH MARK 15190 SW 136th Street, Suite 20, Miami, Florida 33196
BOB = BASIS OF BEARINGS Tei: 305.596.1799 Fax: 305.596.1886
B.O.B:N 900'00" E CBS = CONCRETE BLOCK & STUCCO
(C) = CALCULATED www.suarersurveying.com
H C&G = CURB & GUTTER
������ CLF CHAIN LINK FENCE PLAT/MAGE.
'19.0 PAVEMENT 4 COL =-COLUMN
H CONC CONCRETE NOT TO SCALE
% _ - 13 N! 15 Ib 1 t I .,a LI �23 2 5
, - R
Z
H d
s= DE DRAINAGE S
E EA EMENT ,
NORTH '"'' MAINTENANCE EASEMENT
7.5'x: .�.. �.�� •' a V � DME = DRAINAGE &
SCALE: 1"=20' 19' "' D/W = DRIVE-WAY
EB = ELECTRIC Box 61 N .W. 10 4T-H-
'37
TH-
• � ENC. = ENCROACHMENT �1
O EP = EDGE of PAVEMENT
U7 l �a EW= EDGE OF WATER t 12 11.10• B b ✓ 3 2 t^ l «14 13 1
� 7 �.� w� r3 9 1I
r FDH = FOUND DRILL HOLE N
23.0' P/W r7 r FF = FINISHED FLOOR
lr FIP = FOUND IRON PIPE ,
FIR = FOUND IRON ROD .2
FN FOUND NAIL (NO ID) o z 131 N t5l tb t( IBI r9 TA �( 2z t3 Le�
tb tFND FOUND NAIL & DISK r FPL = FLORIDA POWER & LIGHT TRANSFORMER PAD e' °O 2 rw .
/ AI BLOCK LE = LANDSCAPE EASEMENT N=W 103RD
_
FI /
ID y Q IV 90.0'00" E 75.00' '� 5.0' SWK4 • CORNER LME = LAKE MAINTENANCE EASEMENT S.W.Com•.�Ir B.E.%,y e�Sdo 36-52-41
_ (M) = MEASURED
i (50 5') /
10,3 f 20.5' 10.3'(cJ .00'\ 24.6 30
FIP 3/4" (155. ' MDCR=MIAMI-DADE COUNTY RECORDS
I NO ID MH -MAN HOLE ML MONUMENT UNE
PROPERTY ADDRESS:
=
(P) = PLAT 126 NW 104th STREET, MIAMI SHORES, FL 33150
PB = PLAT BOOK
PyZ PC = POINT OF CURVATURE LEGAL DE'SCR/PTION:
aRN N O PCP = PERMANENT CONTROL POINT PE POOL EQUIPMENT PAD LOT 4 AND THE EAST 1/2 OF LOT 5, BLOCK 127, OF MIAMI SHORES
N
i =
{E C5 j PG = PAGE SECTION 5, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT
M I CO) PPI = POINT L = PLANTOF
INTERSECTION BOOK 10, PAGE 47, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,
0. POB = POINT OF BEGINNING FLORIDA.
O a POC = POINT OF COMMENCEMENT FLOOD ZONE INFORMATION:
N PRC = POINT OF REVERSE CURVATURE
m PRM = PERMANENT REFERENCE MONUMENT BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL
r PT = POINT of TANGENCY EMERGENCY MANAGEMENT AGENCY REVISED ON 09/11/09 AND INDEX
>� Z
14.9 R = RADIUS DISTANCE MAP REVISED ON 09/11/09 THE GRAPHICALLY DEPICTED BUILDING(S)
'
z � (R) = RECORD SHOWN ON THIS MAP OF SURVEY IS WITHIN ZONE X BASE FLOOD
m R/W = RIGHT OF WAY
RES. = RESIDENCE ELEVATION VA COMMUNITY NAME & NUMBER MIAMI SHORES 120652
1 I i 0•$0' SIP = SET IRON PIPE MAP & PANEL NUMBER 1208600652 SUFFIX L
9.65' 8 SND = SET NAIL & DISK (PK)
STL = SURVEY TIE UNE SURVEYOR'S NOTES:
(n tos' Z WI SWK = SIDEWALK 1. ELEVATIONS WHEN SHOWN REFER TO 1929 NATIONAL GEODETIC
(TYP)= TYPICAL VERTICAL DATUM (NGVD 1929). 2. NO ATTEMPT WAS MADE TO LOCATE
--LOT LINEa-Y UB = UTILITY BOX FOOTINGS/FOUNDATIONS, OR UNDERGROUND UTILITIES UNLESS
UE = UTILITY EASEMENT OTHERWISE NOTED. 3. THE LANDS SHOWN HE.RIM IIj+VE NOT BEEN
LOT 5 N LOT 4 " N W/F = WOOD FENCE ABSTRACTED IN REGARDS TOO MATERS OF 4144fiEST BY•DTJ ge
BLOCK 127 00 N BLOCK 127 00 SYMBOLS: PARTIES, SUCH AS EASEMENTS,*@IQPITS'OF WAYS i RESERVATIONS, ETm.
v N Q = TELEPHONE RISER ONLY PLATTED EASEMENTS A SI�OWN. j n1%• SURVEY V A
v ® = CABLE TV RISER PREPARED FOR AND CERTIFIED•1499"H-PARTY(IE16'j INDIJCATED iib •
7 a ® = WATER METER AND IS NOT TRANSFERABLE Og 04 j�� ABLE 5. TF�E INTENT OF THIS
ON UNE 60 o LOTS X 0.00 = ELEVATION SURVEY AS COMMUNICATED BY THL� CERTIFIED PARTIES FORS
z0.2' BLOCK 127 REAL-ESTATE TRANSACTION OR INRR11GAGE REFINANCi�lG, THIS 1SUf�,EY
M 550' g• ' ONE STORY 2.0' (00') = ORIGINAL LOT DISTANCE •
0 = CENTRAL ANGLE WI NOT TO BE USED FOR OFT•IS FIR Pl�� sOR PA�2i1Y4�5)
6.8' CBS WITHOUT THE AUTHORIZATION OF THIS FIRM. THIS SURVEY I L f•
= CENTER UNE INTENDED FOR NEITHER DESIGA•QOR•'CONSTRUCAON•OIURPOS6St•F•OR
NX RES.#126 N wv THOSE PURPOSES, A TOPOGRAF"C•S RVEY M Y�� REQUIRED.
. •ALL
TL o V = WATER VALVE BOUNDARY UMIT INDICATORS SET ARE STI
E # 7104
ca = CURB INLET BOUNDARY LIMITS STABLISHED'dM1FIIS SURVEY ARE BASED ON THE
LEGAL DESCRIPTION PROVIDED�BY 1"LIF'.NT OR J�IITS R PRESENTATIVE 6.
= FIRE HYDRANT FENCE OWNERSHIP NOT DETERMINED. 10. ADDIpQI";)W DELETI'O7 I'"
cT � SURVEY MAPS OR REPORTS B41 OTHER THAN•THE SIGNING PARTY OP•
3' 29.3' C = LIGHT POLE PARTIES IS PROHIBITED WITHo%a,9RItrEN CON T OF THE"*ftt"
PARTY OR PARTIES. 11. BEARINGS WHEN SHOWjd j0 AN ICSSUMECd
- Q = CATCH BASIN MERIDIAN„ THE CENTERLINE OF NW 104th STREE6•HAS•BEEN ASSIGNED
UTILITY POLE A BEARING OF N 90'0'00" E.
Qp = DRAINAGE MANHOLE
EAST 1/2 \ rn Q = SEWER MANHOLE CERTIFIED TO:
OF LOT 5 I �. I o = IRON FENCE JOHN J OSTROWSKI AND DALE C. OSTROWSKI
0L I `- = WOOD FENCE PRIORITY TITLE INC.�v = CHAIN LINK FENCE OLD REPUBLIC NATIONAL TITLE
!, I = OVERHEAD UTILITY WIRE
UBERTY MORTGAGE LENDING
10 ; �
.18' � !___�_-__ �..o __ � �- REVISION(S):
ASPHALT CONCRETE PAVERS TILES COVER
I.
SURVEYORS CERT7RCATE.•
ON UNE 10'x7.5' SHED 10.23' L. ��
I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY K WLEDGE ND BELIEF AS RECENTLY
`(50 0' (50.00' ILJ
C = SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNIC ANDARD SET FORTH BY THE FLORIDA
STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMI RATIVE E PU ANT TO SECTION
FIP 3/4-.w f. >r I 472.027 FLORIDA
NO ID p _ DA STATUE.
-FIR-3/4I e E �: 4
:...,.
NO. DATE OF SURVEY-
LO N IDSE
coo AUTHENTIC COPIES OF THIS 05/21/2013
-15.0' ALLEY" 10:0' ASPHALT, SURVEY SHALL BEAR THE
.�• PAVEMENT o° i°' N`v
ORIGINAL SIGNATURE AND JOB # 130518077
RAISED SEAL of THE J AN S REZ FILE # C-13701
--- ATTESTING REGISTERED PROFESSIO AL U OR & MAPPER CAD FILE(P):OSTROW
SURVEYOR AND MAPPER STATE F FLO A LIC. # 6220 SHEET I OF 1