RC-19-496Permit No.: RC-03-19-496
Miami Shores Village D Permit Type: Building (Residendai)
10050 NE 2 Ave
Miami Shores FL 33138Ut(Work Classification: Sled
305-795-2204 Permit Status: Approved
Issue Date:05/30/2019 Expirationn:11/26/2019
Location Address Parcel Number
201 NW 111TH ST, Miami Shores, FL 33168 1121360010650
Contacts
MUCIAL AND LUCIE THONY Owner HOME OWNER Contractor
HOME OWNER
Description: SHED Valuation: $ 2,000.00 Inspection Requests:
365-762-4949
Total Sq Feet: 48.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$1.20
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.40
Notary Fee
$5.00
Permit Fee
$50.00
Planning and Zoning Review Fee
$35.00
Scanning Fee
$9.00
Structural Review ($45)
$45.00
Technology Fee
$2.50
Total:
$202.10
Payments
Date Paid Amt Paid
Total Fees
$202.10
Check # 2114
03/06/2019 $50.00
Credit Card
05/30/2019 $152.10
Amount Due:
$0.00
Building Department Copy
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 Wat 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.
+' "Cw
Authorized Signature: Owner / Applicant / Contractor / Agent Date
May 30, 2019 Page 2 of 2
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BUILDING\
PERMIT APPLICATION
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
❑BUILDING ❑ ELECTRIC ❑ ROOFING
gECEIVED
M 0
BY:
FBC 20 I� G,
Master Permit No. �Q' d 3- ( ( `4Ct'6
Sub Permit No.
❑ REVISION ❑ EXTENSION [:]RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
C} CONTRACTOR DRAWINGS
JOB ADDRESS:
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: 4Coction Type: Flood Zone: BFEEFFE: zd
OWNER: Na a (Fee Simple Titleholder): Phone#:Address: �����i,/i1_,
City:.K
Tenan
Email:
CONTI
Address:
City: State: Zip:
Qualifier Name:
State Certification or Registration #:
Phone#:
Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zi
t
Value of Work for this Permit: $ J, co Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ^ New ❑ Repair/Replace Demolition
Description of Work:
Specify color of color thru tile: : ,.A >, . .
Submittal Fee $ IGC) ' Permit Fee $ CCF$ CO/CCU$
Scanning Fee. $ Radon Fee $ DBPR $ Notary $
Technology Fee $e
Structural Reviews $
Training/Education Fee $
Double Fee $
Bond $
TOTAL FEE NOW DUE $(-6
(Revised02/24/2014)
� s
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
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
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this
day of 20 J!'T by
LU Cl fi whoisis personally known two ,
me or who has producedf�- ���L �� o s-
ide7AIY
cation and who did take an oath.
NO PUBLIC:
Print:
Seal:
The foregoing instrument was acknowledged before me this
day of
me or who has produced
20 by
who is personally known to
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
SINDIA ALVAREZ
MY COMMISSION # GG 238273
EXPIRES: September 3, 2022
******************* **f#�i•►`* 6e�ldl0 E1ubIIGd1i1d9�MlIr ******************** ************ ********^************
APPROVED BY Plans Examiner ` Zoning
Structural Review Clerk
(Revised02/24/2014)
as
OWNER BUILDER DISCLOSURE STATEMENT
NAME:
ADDRESS:
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
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. 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. 1 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.
Z �
Initial
3. 1 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 an ntracts'.
Initial
4. 1 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 ich violates the exemption.
Initial I
5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
Initial-'
6. 1 understand.that I may not hire Tan 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 my or municipal ordinance.
( U; ,.. iti.•.?"i it t..� Initial
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.
Initialz_�_
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.l 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
— 4 4_
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.
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 http://www.myfloridalicense.com/dbpr/pro/cilb/index.html
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:
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 � ' day of HACaCPH 20 (1
By ��,� �a H(3e&__Oc ' 11400Y who was personally known tome or who has
Produced there License or - _1)Q1 UQ2, CA-C_E(A as identification.
SINDIA ALVAREZ
OWNER N ;.`: M1' COMMISSION # GG 238273
EXPIRES: September 3, 2022
...... ' BorKW rnru Notary public Uncfanvriters
Property Search Application - Miami -Dade County Page 1 of 1
i 'OFFICE OF THE ,a
Z-111V
O Y., APPRAISER
Summary Report
Property Information
Folio:
11-2136-001-0650
Property Address:
201 NW 111 ST
Miami Shores, FL 33168-3301
Owner
MUCIAL THONY &W LUCIE
Mailing Address
201 NW 111 ST
MIAMI, FL 33168-3301
PA Primary Zone
0700 SGL FAMILY - 1551-1700 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
2/2/0
Floors
1
Living Units
1
Actual Area
1,891 Sq.Ft
Living Area
1,503 Sq.Ft
Adjusted Area
1,662 Sq.Ft
Lot Size
10,200 Sq.Ft
Year Built
1953
Assessment Information
Year
2018
2017
2016
Land Value
$218,998
$218,998
..............
$183,367
Building Value
$115,675
$115,675
$115,675
XF Value
$4,447
$4,508
$4,569
Market Value
$339,120
$339,181
$303,611
Assessed Value
1 $101,159
$99,079
$97,042
Benefits Information
Benefit
Type
2018
2017
2016
Save Our Homes
Assessment
$237,961
$240,102
$206,569
Cap
Reduction
Homestead
Exemption
$25,000
$25,000
$25,000
Second
Exemption
$25,000
$25,000
$25,000
Homestead
.......................
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
5241
W MIAMI SHORES ESTS PB 51-80
T17BILK 3
SIZE 102.000 X 100
20788-4453 06 2002 4
Generated On : 3/6/2019
Taxable Value Information
2018 2017
2016
_.....................
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$51,159
$49,079
$47,042
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$76,159
$74,079
$72,042
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
1 $51,159
$49,079
$47,042
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$51.1591
$49,079
$47,042
Sales Information
Previous
OR Book -
Price
Qualification Description
Sale
Page
20788-
Sales which are disqualified as a result of
06/01/2002
$0
4453
examination of the deed
16351-
04/01/1994
$79,000
Sales which are qualified
2202
00000-
11/01/1971
$32,500
Sales which are qualified
00000
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:/Mww.miamidade.gov/info/disclaimer.asp
Version:
https://www.miamidade.gov/propertysearch/
3/6/2019
�FLManufactured 6txWiN PrWamF€ itd ii0an�tMonroe Street
Dusihe� Ste9A
PCofe5ShaE TaNahassee, Honda 32399-072
Regulation Phone: WAS7,1824, Fax: 850.414 8436
.. . ... •. ..
. . . • • • . . . .
Ken Lawson, Secretary • • .. • . . • • • .' .: • •.' Rick Scott, Govemolr
• • • September 43`d016 • •
Alex Martens • • • • ' a • • '
Superior Sheds, Inc.
2323 S. Volusia Ave
Orange City, FL 32763
RE: Manufacturer Certification, ID MFT-113; Expiration Date: September 22, 2019
Dear Alex Martens
It is my pleasure to inform you that Superior Sheds, Inc., located at 2323 S. Volusia Ave, Orange
City, FL 32763, has been approved under the Manufactured Buildings Program, as provided for
under Chapter 553, Part I, Florida Statutes, to manufacture Storage Sheds, Manufactured
Buildings for installation in Florida.
Construction or modification on a manufactured building cannot begin until the Third Party
Agency has approved the plans in accordance with the current Florida Building Code. Your Third
Party Agency is a contractor for the Department and has statutory authority and responsibilities
that must be met to maintain approved status. You may expect and demand quality plans
review and inspections.
Each Code change will make your plans obsolete until they have been reviewed, approved and
indicated [on the cover page of the plans] for compliance with the Code by your Third Party
Agency for plans review. Please ensure that your plans are in compliance and are properly
posted on our website. All site -related installation issues are subject to the local authority
having jurisdiction.
The Department's contractor will make unannounced monitoring visits at least once each year.
You must grant complete access to your manufacturing facility and records to remain in
compliance with the rules and regulations of this program.
Your certification is approved for three years from this date. You will receive a renewal notice by
Email generated by the BCIS (www.floridabuilding.org) for online renewal. If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www.floridabuilding.org to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc: Professional Service Industries
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=ASPHALT I HEREBY CER77F1"•' THAT THE BOUNDARY SURVEY Oar 7N£ ABOVE DEzr_;d3Ei PROPERTY IS TRUE
AND CORRECT TO THE BEST OF MY KNf ALEDGE AND BELIEF, AS RECENTLY SURVEYED UNDER MY
-GRASS DIREC770N. IT IS ALSO MY PR: F`SSIONAL OPINION THAT 'HIS SURVEY MEETS THE MINIMUM TE7CHNICAL
STANDARDS SET FORTH BY TH% FLORIDA BOARD OF PROFESSIONAL SURVEYOP•S AND MAPPERS IN
CHAPTER 61 G-17-6 OF TH£ FLORIDA ADMINI57h'A77VE CODE PURSUANT TO SEC71ON 472-C27 OF THE THE SURVEY SFIr
FLORIDA STATUTES ORIGINAL RAISED
• I
I
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• 13
' ' LEGAL, DESCRIPTION:
°of I ' ' LOTS 17 BLOCK 3 "NEW MIAMI SHORES ESTATES"
" A SUBDIVISION, ACCORDING TO THE PLAT THECA
AS RECORDED IN PLAT BOOK .51, PAGE Y
r .'1/2- ";.R TAL 5/W=72.50' PUBLIC RECORDS OF MIAMI-DADS COUh�LORI
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) ID) `� PROPERTY ADDRESS: A
.201 N. W 111 STREET
MIAMI, FLORIDA 33168 $'
ZA
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4 >O L - , CEF7'IF; FD TO
} ' . ' ; MUdA, L THONY AND L UCIE THONY
L. Y N CHASE. MANHATTAN MORTGAGE CORP
.i� a •: TITLEUAX CORP. .
ATTORNEYS T1TLE INSURANCE FUNQ
py
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SURVEYORS NOTES:
1-OWNERSHIP IS SUBJECT TO OPINION OF TITLE
o
_ - TION OF THE ABSTRACT F ILL
2 4MlNA 0 TITLE W
�I I :,::.:::: ; ::� • : I HAVE TO .RE MADE TO DETEPr "NEm- RECORDED
INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY
3--NO UNDERGROUND IMPROVEMENTS WERE LOCATED
FIR 1/2" �' ''' -"-ELEVATIONS ARE REFEREED TO NATIONAL GEODETIC: "
(NO ID) VERTICAL DATUM OF 1929 (UNLESS ASSUMED).
' ,_ .• .=THERE•MAY-BE AODITIONAC RESiRICTIOiVS NOT :�HuWN~
+ � IN THIS SURVEY THAT MAY BE FOUND /N THE COUNTY
-• ,/ J.
.'•}
f
NOE AGYJUR
ROFESSIONAL LAND SURVEYOR dr MAPPER
CER7IFlCA'TE No 5571
STATE ff FLORIDA
I HEREON IS NOT VALID WITHCUT THE' SGNATURE AND.
::AL OF A FLOR10A SURVEYOR AND MAPPER
PUBLIC RECORDS '
6-LEGAL DESCRIPTION PROVIDED BY CLIENT
7-UNLESS GTHERWISE NOTED RECORDED AID MEASURED,
• r• ARE h%' UBSTd AITIAL AGP,:EALFNT C• . ' ..
B-BEFORE ANY CONSTRUCTIONI 7HE;SET BACKS
MUST BE CHECKED
9-LIABILITY OF THIS SURVEY IS LIMITED • TO • THE 'COST .
OF THE SURVEY
10_THIS SURVEY IS INTENDED FOR MORTGAGE OR
REFINANCE PURPOSES ONLY,EXCLUSIVELY 'FOR -THE
USE BY THOSE TO WHOM IT IS CERTIFIED. THIS
SURVEY IS NOT TO BE USED FOR CONSTRUCTION
PERM/TTING,DESIGN OR OTHER USE WITHOUT THE
" WRITTEN CONSENT OF THIS COMPANY.
1 l -FLOOD ZONE_:____ BASE ___ PANEL_, 00900
12- DATE OF FIELD WORK-!013g�02
CARIBBEAN INSPECTION & SURVEYS
JOB # E- 2 01
nRA. WAI BY.• J LL REVISED BY: N A
7911 NW 72 AVENUE SUITE_-105
MEDLEY FLORIDA 33166
EAST "OAST, PH: (305) 889-1100
FAX: (305) 889-2900
WEST COAST: PH. (941) 549-5911
TAX: (941)_ 549-5811
a
PSI APPROVAL 2018-01-18
. . ... . . . ...
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•• • •
• • •
•
••
O
I
2"x4" TRUSS
® 24" O.C.
w
a
MAX.
END WA
TRUSS
Side Wall Header Schedule (180C)
End Wall Header Schedule (180C)
Size{i} M.ax Span
Nit,}
Fastererc yr o strap
(each end){c}
Building Width
Size
Fasteners Vd/ strap
Up to 14' Wide
xa s'tr'
o
c - 3 x 0.1.', 1' nals
(each end)
Max. Span
NJ{b?
'-? x () 9'-0"
a{d}
I 6- x u131' nags
1-4"x4"
6-0"
0
3 - 3" x 0.131" nails
a Taou at values are for No. 2 grade Srrue ine-Fir UMber
b : Nun 2r oftaal studs required to ppu t each and.
c. No Prat
d. NO ,dick slue, but 2x6 studs laid tat.
4'x4" w2"x4"
B-0'
1
6 - 3" x 0.131" nails
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
b. NJ - Number ofjack studs required to support each end.
c. Window header for window openings that have more than 50% combined stud wall abase
and below, otherwise use door header schedule.
d. See header details for alternate layouts; i.e. 2-2"x4" or 4"x4" P.T.
1. SEE FASTENER SCHEDULE FOR rffOUREMENfS.
z SEE HEADER saETxAE A `�
�
e. The header can be attached to the top plate and thus have the combined strength
3. WINDOW HEADERS HAYS 509 OR WT �� �
ANo DELoW, OTHERWISE REFER TO DOOR HEADERS.
equivalent and use the maximum span stated.
Mx
CODE INFORMATION
CODE VERSION FBC 2017 M EdIUm, ASCE-7,
W14 NEC
MANUFACTURER SUPERIOR SHEDS
WALL sn os r I BUILDING
BUILDING TYPE RESIDENTIALU MANUFACTURED
CONSTRUCTION TYPE V-B
SINGLE Fx VWR HEADER FIRE
FIRE PROTECTION NONE
SHEATHING
i I FIRE SUPPRESSION SYSTEM NONE
(2) 2.4• WITH 1/2' PLYWOOD
OR OSB FILLER OR (1)4W 2'.4' OCCUPANCY STORAGE
12'L12. OR 16'"' BETWEEN 4•.4" ALLOWABLE NUMBER OF STORIES I
WALL STUDS PENT IS SECURED
TO SHEATKNO AS PER 12" MAX. BASIC WIND SPEED V+-1BOmph
MANUFACTU ERS f4sn4croNS
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & EXPOSURE Q
(OPTIONAL & DOORS DOOR 6' WIDE OR LESS 4"x4" 2"x4" ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEMCIENT +/- 0.18
IMPORTANCE FACTOR 1.15
�� Y7t@rtP1C ROOF DEAD LOAD 10PSF
G.F.I.
OUTLET No ELECTRIC ROOF LIVE LOAD 3OPSF OR 3Lx1@ POINT LOAD
-ALL WIRING SFaALL BE 14 GAGE 3-WIRE MC CABLE. { OA. .rk FLOOR DEAD LOAD 10PSF
N L L -ENCASE IN ALL METAL BOXES. P FLOOR LIVE LOAD STD. 75PSF - 125PSF OPT.
R _
SOU CE
. ..._ .__ ,
DESIGN PRESSURES
L n
WIRING
DIAGRAM
:fa,_•...•„."
R RATING OF WALLS, BOOR. ROOF
N/A
MODULES PER BUILDING
1
ROOF 94.7 ROOF FRAMING PLAN
r.. _n....=:or'd. 'Y -::.':
WALLS/DOORS/WINDOWS +32.5/-29.2
(OPTIONAL)
Plans Review: Vi-C. Martin, PE
FL PE 962379, LA PE #42017
HURRICANE PROTECTION USAGE
NO
LSUCCC 4UO2436, TN PE I120939
HURRICANE SHELTER USAGE
NO
MrrEx OR ALPINE 2'.6'
END *AL
DOOR h WINDOW LACATIdNS VARY
SQUARE FOOTAGE
719 SOFT. OR LESS
OR EQUAL
REVISIONS
Y,1
2-.4• COLLAR
VI X ALPINE 2•: •
D��L
REV
DESCRIPTON
DATE
BY
/ /
SHEATHING OPTIONUM S
2"
MAX.
/ /
3•
2.4 STU
24. O.C.
SEE
DETAIL
1.4 RUNNER
ON INSIDE
/
LJJ
z
Drawn By-
MTB
2.4
/
: /
EBL1]C*ALLS
/ i
J
Date:
12/12/17
END WALL
Scale:
NA
2.4 STUDS •
2.4 SOLE RATE
(n LLJ
.del
2r O.C. MAx.
FLOOR FRAMING
Z (f)
SS-8-1 80CR1
2.4 SOLE PLATE
a14 SOLE PLATE
LJJ
a- I-
1. FOUNDAW PLANS ARE NOT PART OF THIS PLAN SET AND ARE
FLOOR FRAMING
GOVERNED BY LOCAL JURISDICRON.
AL STUDS SECURED TO SOLE: PLATE
LJ J
2. THIS BUILDING IS EXEMPT FROM THE FEIC ENERGY CONSERVATION
CODE PER SECTION W15.22.
AND FLOOR rRA)ANc WITH O.o39'
3. RERER To TIE-ppW1� DETNLs FOR PROPER MsrALLAT1oN
LJ
(1Tn,n)=1z" STRAP W/6-1oI NNLs STANDARD
OR EHXA4
WALL DETAIL
NaTE: WALL FNTAIANc MEMBERS ARE coNnNUOI,s FROM
Q
REaIRE1AEM5 TO {�EEr CODE
Ll
L"J
LT
WITH DOOR &
WINDOW OPTIONS
FWNLV1TxXN SILL TO ROOF AND SECIetEp�TO ENSURE A
CONTINUOUS LOAD PATH. WHERE WA ARE
� O
4. ALL STUDS. RAFTERS, TRUSSES, ETC ARE 2.4 /2 SPF. EXCEPT
AS NOTED.
AF6E5 W' 0' TO IS• 8'
ARTS 6•-0' TO IS
FLOOR SHEATHING:
- 3/4• PLYWOOD
_MEMBERS
NOi CONTINUOUS, SHf2T METAL CLJJJPS, TES, OR CUPS
%LL
V) (�
5. STRUCTURES OVER 400 SO. FT. WILL PAVE AN 80' MrNiVuM
ELEVATION CROSS-SECTION
END ELEVATION
4-.4• P.T. ATTACHED WITH
- 3/4• P.T. PLYWOOD
- 3/4• PT.
BE FORMED OF GALVAryRFD STEEL OF NOT LESS
THAN 9,040- NOMINAL THICKNESS.w
DOOR.
s. COTTERS m BE INSTALLED oN-sTE Err OTHERS nNrTu LOCAL
ARCH FRAME
WITH DOOR
H24 OR EOUNALENT. SEET&CTYPICAL
TAB 0.4t
NG.
1
2.4 I. e
24' 0 . WAX
�T4�
(2) 2'.4• lA10 FIAT
2.4 BLOCHONG
zz
D I.
2=4 BLOCKING EN
g 2.6' LAID FLAT
2.4 SCE PLATE
FLOOR FRAMING MAIL
L'J LxJ EJ LJ
APoES 8'-0• TO 13•-8• IRFS 6'-0' TOiS-6'
END ELEVATION END ELEVATION
✓r
2 FOR NTITY AND - 3/4• P.T. T" LLI CODES
sP O 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFlGTNS O
NG.
1
2.4 I. e
24' 0 . WAX
�T4�
(2) 2'.4• lA10 FIAT
2.4 BLOCHONG
zz
D I.
2=4 BLOCKING EN
g 2.6' LAID FLAT
2.4 SCE PLATE
FLOOR FRAMING MAIL
L'J LxJ EJ LJ
APoES 8'-0• TO 13•-8• IRFS 6'-0' TOiS-6'
END ELEVATION END ELEVATION
IIIIII Illlll:�•
I�I�I�'I'I� Ili
;:•nw
III -
A
t �f
vAS PER FLORIDA BUILDING COOS.
e. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS
OFF WALL STUDS. TRUSSES. CHORDS. ETC. TO HELP SECURE THESE
TAB
LE 2 MLMtlGtl; YNl7.nULU 1H1A1 NNE NNW tltryU UueS ryUi INTEliFERE
SPACINGSlaD RUNNER -
SHED WIDTH 31 X2 X3
r-10}• r-IO} W T
2'-6' 6•--4• -
10'-0" r-r s-10" _ Q \\\ ` C `�. ............•
\CENSF
^MLLF6 .VE RtA/ UIO K JOIST Ti CdI,ENe a C) A'.4• \
wF L.> 6r � W I
cn
Q
/-2.6 P.T. 24" O.C. AP. � '
OPTIONAL 125PSF O 15' D.C, 'A STATE T~ • �' z `
TYP. WITH 3/4' T&G PLYBOAHD I O '•, F0F n •.• \�(/ `
4".4• P.T. ATTACHED WITH / T ••' • 0 R ) I^ \ \
7`24
OR EOUNALENT. SEE I •.
TABLE 2 FOR QUANTITY AND •''•.. .. V
sPACINc. ••••.
O ''///`
0 Matthew T. Baldwin P.E.
z Florida license #64608
WITHOUT DOOR WITH GARAGE DOOR FLOUR JOISTSEE SCHEDULE FOR SIZE w D
Sheet: SSB-1 OF (ONLY amENDIIAALL) FLOOR FRAMING PLAN L- m
vAS PER FLORIDA BUILDING COOS.
e. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS
OFF WALL STUDS. TRUSSES. CHORDS. ETC. TO HELP SECURE THESE
TAB
LE 2 MLMtlGtl; YNl7.nULU 1H1A1 NNE NNW tltryU UueS ryUi INTEliFERE
SPACINGSlaD RUNNER -
SHED WIDTH 31 X2 X3
r-10}• r-IO} W T
2'-6' 6•--4• -
10'-0" r-r s-10" _ Q \\\ ` C `�. ............•
\CENSF
^MLLF6 .VE RtA/ UIO K JOIST Ti CdI,ENe a C) A'.4• \
wF L.> 6r � W I
cn
Q
/-2.6 P.T. 24" O.C. AP. � '
OPTIONAL 125PSF O 15' D.C, 'A STATE T~ • �' z `
TYP. WITH 3/4' T&G PLYBOAHD I O '•, F0F n •.• \�(/ `
4".4• P.T. ATTACHED WITH / T ••' • 0 R ) I^ \ \
7`24
OR EOUNALENT. SEE I •.
TABLE 2 FOR QUANTITY AND •''•.. .. V
sPACINc. ••••.
O ''///`
0 Matthew T. Baldwin P.E.
z Florida license #64608
WITHOUT DOOR WITH GARAGE DOOR FLOUR JOISTSEE SCHEDULE FOR SIZE w D
Sheet: SSB-1 OF (ONLY amENDIIAALL) FLOOR FRAMING PLAN L- m
^MLLF6 .VE RtA/ UIO K JOIST Ti CdI,ENe a C) A'.4• \
wF L.> 6r � W I
cn
Q
/-2.6 P.T. 24" O.C. AP. � '
OPTIONAL 125PSF O 15' D.C, 'A STATE T~ • �' z `
TYP. WITH 3/4' T&G PLYBOAHD I O '•, F0F n •.• \�(/ `
4".4• P.T. ATTACHED WITH / T ••' • 0 R ) I^ \ \
7`24
OR EOUNALENT. SEE I •.
TABLE 2 FOR QUANTITY AND •''•.. .. V
sPACINc. ••••.
O ''///`
0 Matthew T. Baldwin P.E.
z Florida license #64608
WITHOUT DOOR WITH GARAGE DOOR FLOUR JOISTSEE SCHEDULE FOR SIZE w D
Sheet: SSB-1 OF (ONLY amENDIIAALL) FLOOR FRAMING PLAN L- m
WITHOUT DOOR WITH GARAGE DOOR FLOUR JOISTSEE SCHEDULE FOR SIZE w D
Sheet: SSB-1 OF (ONLY amENDIIAALL) FLOOR FRAMING PLAN L- m
• • ••• • • • •••
SETUP AND INSTALLATON OF :SINli;LL- VVOLO)t 0SHL!U
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC.
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISH D, TH
BUILDING IS BLOCKED ON THE HIGH SPOT 41 D. L"E:-ED. •TIFjE PTFIER EplOF•iWE
BUILDING IS BROUGHT UP TO LEVEL AND BkOGKED9 THEN TWE60ENTBR OF TFfE PUILDING
IS SUPPORTED TO LEVEL, BLOCKED, AND T SW IM��ED. ' : • •
3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS 4 E ADDED TO* CHIB✓E THEO EORRLOCT
SPACING (SEE TABLE 3).
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED
THRU THE 2"x4" BOTTOM PLATE WITH A 1/2- AVgEF� ET. .1 /2; jEYE[jQa O%JOPTIONAL
1/2" THREADED ROD (FOR A "HIGH SET") IS 9ECURLD •THRU OTHE AID �-+ •
5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLA'Tj F� DaOC �- ROORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESI!GN•TRTANSFTS.jjES�•L'OADS.
6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUt FAR THE 30" AUGER ANCHOR AND
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2" HOLE IS DRILLED INTO THE
CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM
PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2"
WEDGE ANCHOR.
7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5" WEDGE ANCHOR THRU THE
2"x4" BOTTOM PLATE.
TABLE 1
ANCHORING TO CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
S-6"
13'-8"
280
S-6"
11'-8"
240
S-6"
10'-0"
200
S-6"
8'-0"
160
6'-0"
120
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
13'-8"
1-104"
1,_104"
1'-10�"
11'-8"
2'-8"
6'-4"
-
1O'-0"
V-7"
6'-10"
-
8'-0"
0'-9"
6'-6"
-
6'-0"
0'-10"
51"
-
-VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4%4"
SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4) SETS OF SKIDS.
T
30" AUGER ANCHOR
(4,900LB)
INSTALLED PER MANUFACTURER'S
INSTRUCTIONS. EYELET AT
MAXIMUM OF 6" ABOVE GRADE.
SETUP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS
PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP.
2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE
BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3).
3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE
FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)4%4}"
BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE
LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE.
4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B).
5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS
REMOVED.
6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
TABLE 3A
PAD TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD*
MATERIAL
I
2"x8"x16"
1778LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
II
4"x8"x16"
3500LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"x16"
3950LBS
ABS PLASTIC PADS
LIV8%8"0
6"
1900LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
• BASED ON 2000PSF SOIL BEARING CAPACITY (2GOOPSF IS TYPICAL)
TES
1. HOLLOW OR SOLID CONCRETE BLOCKS (8%8"x16") MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON I V-8" AND 13'-8" WIDE SHEDS ONLY.
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
SHED DESCRIPTION
PAD
MAXIMUM LOAD AND PAD TYPE
SHED WIDTH
TYPE
LW(PLF)
END PAD
MAX. SPACING
END PAD
SIDE RUNNER
PAD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
SW/DW
4.15/332
0" TO 6"
6'-0"
1936LB
I, Il, III, OR IV
1879LB
I, II, III, OR IV
11'-8"
SW/DW
6.00/480
0" TO 6"
6'-0"
2558LB
I, II, III, OR IV
2558LB
I, II, III, OR IV
10'-0"
SW/DW
5.00/400
0" TO 6"
6'-0"
240OLS
I, II, III, OR IV
2400LB
I, II, III, 'OR IV
8'-O"
SW
4.00/320
0" TO 6"
6'-0"
2029LB
I, II, III, OR IV
2133LB
I, II, III, OR IV
6'-0"
SW
3.00/240
0" TO 6"
6'-0"
1658LB
I, II, III, OR IV
1866LB
I, II, III, OR IV
* LOAD WIDTH OF UPLIFT ON RUNNER
NOTES
1. PAD SPACING IS END TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER.
3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING.
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE
AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL. AVERAGE
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS.
2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER).
LOCATE ANCHORS PER TABLE 4A OR 4B.
3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE
(FLOOR SYSTEM) AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH
THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED
PORTIONS OF SHEDS ON LEVELING BLOCKS.
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW*
UPLIFT (PLF)
END ANCHOR**
MAX. INTERIOR SPACING***
13'-8"
7.00
243
0'-0" TO S-O"
10'-0"
11'-8"
6.00
208
0'-0" TO S-O"
10'-0"
10'-0"
5.00
174
0'-0" TO 3'-O"
10'-0"
8'-0"
4.00
138
0'-0" TO 3'-0"
10'-0"
6'-0"
3.00
104
0'-0" TO 3'-0"
10'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW*
UPLIFT (PLF)
END ANCHOR**
MAX. INTERIOR SPACING***
20'-0"
1 10.00
400
0'-0" TO S-0"
1 5'-0"
• LOAD WIDTH OF UPLIFT ON RUNNER
•• LOCATION FROM END WALL OF AUGER ANCHOR
••' MAXIMUM SPACING BETWEEN ANCHORS
NOTES
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENTER -TO -CENTER.
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER.
ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0"
BETWEEN ANCHORS..
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
TO THE SIDE AS POSSIBLE.
2"x2" GALVANIZED WASHER
2"x2" GALVANIZED WASHER
WITH 1/2" NUT
WITH 1/2" NUT
1/2" THREADED ROD
OPTIONAL FOR "HIGH SET"
NOTCH OR COUNTERSINK BOLT
1/2" THREADED ROD
EYES BOLTED TOGETHER WITH 1/2"x2"
THRU 2"x4" BOTTOM PLATE
OPTIONAL FOR "HIGH SET"
BOLT & NUT WITH (2)2%2" GALVANIZED
1/2" COUPLER
2"x4" BOTTOM PLATE NAILED
1/2- COUPLER
`
WASHERS (2.000LB SHEAR CAPACITY)
_
1/2"x5" (400 L8.) CONCRETE
TO 2"x6" P.T. BASE
1/2"x12" FORGED EYEBOLT tl
f
,
a
" 4" MIN.
" " ,
WEDGE ANCHOR INTO SLAB
THRU 2"x4" P.T. BOTTOM PLATE
4" MIN.
I
n
(SEE TABLE 1 FOR SPACING)
1d------- °------- �L
EYES BOLTED TOGETHER WITH 1/2"x2"
BOLT & NUT WITH (2)2"x2" GALVANIZED
WASHERS (2.000LB SHEAR CAPACITY)
TYPE I, II, III, OR IV PAD WITH
BLOCKING AS REQUIRED (SEE TABLE 3).
1/2"x3" (400 LB.)
CONCRETE WEDGE ANCHOR
SIMPSON
CLIP
A-24 CONCRETE SLAB BY OTHERS THROUGH
OR EQUAL LOCAL CODES AND JURISDICTION
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
(SEE TABLE 1 FOR SPACING)
30" EARTH AUGER ANCHOR
(SEE TABLE 4 FOR SPACING)
SHED
WITH SKID
SHED
,
WITH NO FLOOR' OPTION
SHED WITH
SKID
ANCHORED
TO CONCRETE
ANCHORED TO CONCRETE
TO PAD OR BLOCKING
TIE
-DOWN
DETAILS
IT
CODE VERSION
FBC 2017 6th EdWo , ASCE-7
MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE
IUF RE UIL 1 N
RESIDENTIAL LAWN STORAGE
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Vr 200mph
EXPOSURE
D
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
2OPSF OR 3001De
FLOOR DEAD LOAD
SPSF
FLOOR LIVE LOAD
STD. 75PSF - 125PSF OPT.
"R" RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
LESS TYMN 720 SOFT.
REVISIONS
1 IL017 FBC V ../'. rn�e
1 GROUND ANCHOR 6" AF.G MAX.. ANCHOR DnENSx]N 6/26/18 MTB
(n -__ _, MTB
Date:
LLJ 4/26/ 16
Scale:
(n N/A
Modell:
LLB ALL
GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
2. THIS BUILDING IS EXEMPT FROM THE FBC w
ENERGY CONSERVATION CODE PER SECTION
J 1015.22,
m 3. REFER TO TIE -DOWN DETAILS FOR PROPER
::::) INSTALLATION REQUIREMENTS TO MEET CODE-
0
0
LLJ
CD
z
Cn
Lli
0 A
D
(31
o_
6/1 /18
Q
Q
Matthew T. Baldwin P.E.
Florida License #64608
w
Z
Sheet: AD-1 OF 1