HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY: � 1 I
DATE FILED:
PLAN REVIEW FEE: I - `i RECEIPT NO.: ��� PERMIT NUMBER: , i" 0 I - 0
CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO..
I
2.
3.
4.
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue S
Ft. Pierce, FL 34982-5652 CANN&o
772-462-1553 8
St LUc/.eC��nt .
Y
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
LOCATION/SITE ADDRESS:
PROJECT NAME:
PROJECT INFORMATION
SITE PLAN NAME:
PROPERTY TAX ID #: 1p lV 0 Lam``
LEGAL DESCRIPTION (attach extra sheets if necessary):
04
5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO.
9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS:
10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: �' (eC. ► .�
h � [� x t c� i �slzt. l��i�4�• r� l�� fa � .Sb+�-.
Ve ✓ �/
11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: a I ` LEFT SIDE:
12. TYPE OF CONSTRUCTION (Check all appropriate boxes)
[ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION
[ ] RESIDENTIAL ] .COMMERCIAL I [ ] INDUSTRIAL
[jc] OTHER (SPECIFY)
13. DESCRIPTION OF PROPOSED USE: S vyu
14. SQ. FT OF CONSTRUCTION: 15. SF. FT 1st FLOOR:
16. VALUE OF CONSTRUCTION: $ ,JoD
The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. if the value is $2500 or more, a
RECORDED Notice of Commencement must be submitted with this application.
SLCCDV Form No.: 001-02
UPDATED 6/25/09
i
OWNER INFORMATION
NAME: I.??nra -\yik-van
ADDRESS: Ctcf Dr
CITY: ����� STATE: F ZIP: 31 ofi? 2-
PHONE (DAYTIME): (_2��' Lf Ig ` �`aO Email: eI i t � C a ' ` ° °�
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): (_)
CONTRACTOR INFORMATI
ST. of FL REG. CERT #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
ARCHIT/ENGINEER: _
ADDRESS:
CITY: e r
PHONE (DAYTIME): i
BONDING
ADDRESS:
CITY: -
ANY:
MORTGAGE LENDER
ADDRESS:
CITY:
ST. LUCIE
1v,C .
(/-O(� S TE: --fir ZIP:
FAX NO. Email:
STATE
STATE:
STATE:
ZIP:
ZIP:
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification
it will be voided and returned to you by mail.
I i 1 I I
r
CERTIFICATION:
This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity,
if applicable, for the permitted work. 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 separate permits
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application.
St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such
structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply.
The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory
structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non-
residential use.
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO
ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN
GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO
THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT.
OWNER OR CONT &OR SIGNATURE CONTRACTOR SIGNATURE
STATE OF FL O A , r STATE OF FLORIDA
COUNTY OF !M / _( Q C_A,-C—_> COUNTY OF
The foregoing instrument was acknowledged before The foregoing instrument was a nowledged before
me this �—�ay of nzx `\ 20� me this day c 20 ,
by V®%�\V'C� t) a—V1 \ by
who is personally known or
has
produced who is personal nown or has produced
\D�`� C�� le as'ideentffic n. as identification.
Signature of ry Sign re of Notary
Commission No. (Seal) ommission No. (Seal)
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR
THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR,TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE' FRONT OF THIS APPLICATION.
OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. '
For specific in0tructions see appropriate permit checklist.
OFFICE USE ONLY BP #: - 0
SECTION
TOWNSHIP
RANGE
MAP NO.
ZONING
LAND USE
LOT CVG %
I , �'
TAZ NO.
FLOOD ZONE
FIRM MAP #
281
1ST FLR ELV
MAX HGT
CONST TYPE
OCCUP TYPE
MAX OCCUP
# OF FLRS
WATER
SEWER
SPRINKLERS
STORMWATER
LOT OF REC
LOT OF REC
LOT SPLIT
LOT SPLIT
Before 1/1990
After 1/1990
REQUIRED
APPROVED
REPORT
28
HABITABLE
RADON
PERMIT
CODE
AREA
FEE
FEE
(RADON)
LIBRARY
PUBLIC BLD
PUBIC BLD
PARKS
IMPACT
IMPACT FEE
IMPACT
IMPACT
,FEE
CORRECT
FEE
FEE
GENERAL
SCHOOL
ROAD
CREDIT
Y
N
LAW ENF
IMPACT
IMPACT
IMPACT
FEE
FEE
FEE
FIRE/EMS
DRIVEWAY
Y
N
DRIVEWAY
ADMINISTRATIVE
IMPACT
REQUIRED
FEE
VARIANCE FEE
FEE
SPECIFY
MECHANIC ROOF
NON -CONFORMING
MISCELLANEOUS
SUBS
ELECTRIC GAS
LOT OF RECORD
FEES
REQUIRED
PLUMBING
FEES
DATE SENT TO ADDRESSING:
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
C2117R
REVIEW
RE W
REVIEW
REVIEW
REVIEW
REVIEW
DATE
RECEIVED
COMPLETEDATE
INITIALS
I i I 1 1
1
Planning & Development Services Department
Building & Code Regulations
2300 Virginia Avenue
Fort Pierce, Florida 34982
(772) 462-1553 -
OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT
F.S. 489.103 (7) EXEMPTIONS
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that 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 provide direct, on -site supervision of the construction yourself. You
may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of
under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially
improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within
one year after the construction is complete, the law will presume that you built or substantially improved it for sale
or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or
to supervise people working on your building; it is your responsibility to make sure that people employed by you
have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the
responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done.
Any person working on your building who is not licensed must work under your direct supervision and must be
employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers'
compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations. Initial '17i>
I understand that the building official and inspectors are not there to design or give advice on how to meet
the minimum code. Initial Vp
I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled
in a civil court with the advice of an attorney. This department will not mitigate any, contract disputes.
Initial
I understand that if I compensate any person or company for work performed they are required to be
licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liable for the
cost of the license. Initial pc2
I understand that if any person that is unlicensed and uninsured gets injured on my construction project -
they may be entitled to workmen's compensation. I could be held liable for. all doctor, lawyer and related medical
cost, which could include loss of wages during recovery from their injury. Initial �—
To qualify for this exemption under this subsection, an owner must personally appear and sign the building
permit application and initial the above.
I hereby acknowledge that I have read and understand the above disclosure statement and that I further
understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and
Zoning Department to the Florida State Department of Professional Regulation. Signed and acknowledged on this
2A day of ^,owix
V of 20 �.
.�Ztrw�
STATE OF FLOwner/Builder Signe
RID '
COUNTY OF
The fore oing ins um was ac _owled a before me this day ofa�" 20
by o 's personally known to me, or who has
p ,oduc ed as identification.
Signature of iNotary Type or Prinoame of Notary (Seal)
Title: Notary ublic Commission Number
SLCPDSD Revised 07/22/2010
ti
x
MY CO J O Lc 083530
�• `�,
EXPN 'LS: April 12,201
Banded Thrr- `^nf _w Dublic Underc ritere
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
FILLED LANDS AFFIDAVIT
I, the undersigned, am the owner of the following described property,
evca. CL 3L68 ?-
(Parcel Id#/Legal
for which I have applied to St. Lucie County for a Final Development Permit. In
accepting this Final Development Permit, BP Number , I acknowledge
that as owner of the above described property, and in accordance with Section
7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring
adequate drainage so that the immediate community WILL NOT be adversely affected.
I further acknowledge that in granting this permit for the development of this property,
St. Lucie County is neither obliged nor liable to provide for, or maintain in any form,
adequate drainage off my property which will not adversely affect the immediate
community.
Property Owner Name (Please Pri )
Property Owner Signature Date
STATE OF FLORIDA, COUNTY OF
AC WLEDGED BEFO ME THIS DAY OF 20�
BY , ` O IS PER O LY KNOWN TO ME OR WHO HAS
PRODUCED
COMMISSION NUMBER
SLCPDSD Revised 08124/2010
AS IDENTIFICATION.
-40, aA M-eel
OR PRINT NOTARY
(SEAL)
�EE0pNA�
p11DR S910NNG61159
MCA
Metc6,2015 iter
MMI h
�p1t;ES.�nderm
gonded3hNN� pobC�c
n
FILE # 3918395 OR BOOK_ 3598 PAGE 758, Recorded �01/24/2014vaty12:30 PM
Doc Tax: $612.50
bared by jmd return to:
Michelle Wheeler
First International Title - Port St. Lucie Branch
201 SW Port St. Lucie Blvd., Suite 205
Port St Lucie, FL 34984
File Number. 39446-40
(Spec Above 71ds Line For Recording Date)
Warranty Deed
This Warranty Deed made this 23rd day of January, 2014, between BUS & I{, LLC, a Florida limited liability
company whose post office address .is_lll-NE Charlestgn-Oaks_Drive, Port.St.-Lucie,-FL-34983, grantor, and -Donna
,Elise Danforth whose post office-addr= is 531$Hidwry.Drive Fort Pierce; FI: 34982; grantee:
(Whenever used herein the tams "grantor" and "grantee" include all the parties to this instrument and the beirs, legal representatives, and
assigns of individuals, and the successors and assigns of corporations, trusts and trustees)
Witnesseth, that said grantor, for and in consideration of the sum'of TEN AND N0/100 DOLLARS ($10.00) and other
good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby aeknowledged,
has granted, bargained, and sold to the said grantee, and grantee's heirs an4 assigns forever, the following described Mad,
situate, lying and being in the St Lucie County, Florida, to -wit:
Lot 46, Block 51, INDIAN RIVER ESTATES UNIT SEVEN, according to the Plat thereof, recorded in Plat
Book 10, Page(s) 75, of the Public Records of St Lucie County, Florida.
Parcel Identification Number: 3402-608-0440-000/5
Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining.
To Have and to Hold, the same in fee simple forever.
And the grantor hereby covenants with said grantee that the grantor is lawfirlly seized of said land in fee simple; that the
grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said
land and will defend the same against the lawful claims of all persons whomsoever, and that said land is free of all
encumbrances, except taxes accruing subsequent to December 31, 2013.
In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written.
WananyDeed -Page I
Signed, sealed and delivered in our presence:
BLSS & K, UC, a Florida limited liability company
Jo wry, Manager
State of Florida
County of St. Lucie
The foregoing instrument was acknowledged before me this 23 day of JAWON 20a by
Joe Lowry, Manager of BLISS & K, LLC, A FLORIDA LMMED LIABILITY COMPANY, he is personally
known to me or (j has produced as identifica '
�` +: AUCHELIEYVHEELEH NotaryPutlic
* • MYCOMOSIONIEES326M Michelle Whaeler
EXPIRES: November 1, 2016 Printed Name.
��an�� amdediAn161dyetNdarye�
My Commission Expires:
Tfin°"17 COUNTY
:�a 1
19`
�l :f
Dat
ry011mltj Deed-PRP 2
:�F;,3 � �•�::.�i..q<•:�.; , Fl,,�i t1c�:�U(i ^tOf�Li I1�",1tiinJ F�#�y':'
Busines 1944j ROM ir'Lwoe'Stiftt
l t t . ' SI-Ale 90A
Prof e S S 1 ` Ci { (attihnsee, Floda 3z3�.CIT12
$ �e o37
Ken Lawson, Secretary
October 14, 2013
Alex Martens
Superior Sheds, Inc.
2323 S. Volusia Ave
Orange City, FL 32763
RE: Manufacturer Certification, ID MFT-113; Expiration Date: October 14, 2016
Dear Alex Martens
Rick Scott, Governor
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.floridabuildinci.org to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.1 P.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc: National Design and Inspection, Inc.
Ld7- 2-1
ADDITIONS OR Dna iiTONS TO SURVEY MAPS
BY OTHER THAN THE SIGNING PARTY IS
PROHIBITED WITHOUT WRITTEN CONSENT
OF THE SIGNING PARTY.
SURVEYOR NOTES i
ABACUS LAND SURVEYORS, INC. SETS A STANDARD MARKER OF.A 1/2' IRON
ROD AND A CAP MARKEDI_,B 7fJ25 AT ALL CORNERS. UNLESS OTHERWISE NOTE
HEREON.
SAID CORNER IS SHOWN AS = AND FIELD SURV�E•YED ON/�
\
CA
L�qp
I
BASIS OF BEARINGS/ANGLES BEING THE �L ���' ` LINE OF
PER RECORD PLAT, OR ASSUMED AS SHOWN,
q ��"�p G/
ABREVIATIONSi
FD. = FOUND E/P = EDGE [IF PAVEMENT
y�f //% /.� •
(C) = CALCULATED W.M. ❑ = WATEREAD METERTLITY
(M) = MEASURED H = POWER POLE
(D) = DEED OR DESCRIPTION U.P. ®= UTILITY PEDESTAL
(UN-R) = UNREADABLE ®= WELL
I.R.C. = IRON ROD & CAP a•= SATELLITE DISH
I.P.C. = IRON PIPE & CAP 2 = CENTERLINE
-�
CM = CONCRETE MONUMENT G = DELTA
?'
P.C. = POINT OF CURVATURE L = LENGTH
P.T. =POINT OF TANGENCY R = RADIUS
j
V
P.R.C. = POINT OF REVERSE N&D/T = NAIL & DISC/TAB
/j
P.C.C. = POINT OF COMPOUND R/W = RIGHT-OF-WAY
CURVATURE ®= ELECTRICAL TRANSFORMER
n
P.C.P. = PERMAMENT CONTROL POINT
%GDC S�
J(
�3 ('
DRAINAGE
MICHAEL R.LRUTILITY AWSONDOESNOT GUARANTEE MORTASSUME ANY LIABILITY FOR ANY
V
EASEMENT, RIGHT -OF -NAY, SETBACKS, RESERVATION, RESTRICTION, OR
SIMILAR MATTERS NOT SHOWN OR REFERRED TO ON THE PLAT, OR PHYSICALLY
VISIBLE ON SITE. THIS SURVEY WAS PREPARED WITHOUT HENIFIT OF
ABSTRACT TITLE AND ALL MATTERS OF TITLE SHOULD HE REFERRED TT AN
ATTORNEY..
i i�
C.
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND. THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
JURISDICTIDNAL AREAS, WETLANDS, AND UNDERGROUND UTILITIES, SLAB,
I
w g ®�'��
AND/OR FOUNDATIONS, IF AN�E NOT BEEN LOCATED, OTHER THAN SHOWN.
S -
�� FOR
I --
LEGAL DESCRIPTION PROVIDED BY CLIENT.
P-f 05
THIS SURVEY IS FOR THE USE DF THE PARTIES SPECIFICALLY CERTIFIED TO
HEREON, AND NO OTHERS.,
7AN v�?
'PLANS
OWNERSHIP OF FENCES UNKNOWN.
pr��n
RLp®� }tJzNsl
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT ASSOCIATION (FEMA)
i
@Se
FL00D INSURANCE RATE MAPS THIS PROPERTY LIES IN FLOOD ZONE '
a •M I PUMP
\0 SIC
i'
,4r
I
7
qD- v
3�U -
LJ = p�` oa'' Qo' N),
341 7'
ij
COMMUNITY PANEL R ---------- llz- DATED
BASE ELEVATION
_B 4NDARY SURVEY
iLL" P1tE a ORI•
t rl� rsE /JAB Fox' W
`3 /ho�fcA�1 C'rliP,6A,cr�l,rJ1l /SifoA,Qrrefl
. f �'i5T /�7��,clAfrzisJ/i'l T/TLE� /.UC,
MIN, SETBACK REQ,
FRONT 2�
SIDES
ChR SIDES_
-- R AR
' I elld Wl�
m
SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY TO THE BEST OF MY BELIEF THAT
THIS SURVEY IS TRUE AND ACCURATE, SUBJECT TO
ALL NOTES AND NOTATIONS SHOWN HEREON.
141
MICHAEL R. LAWSON PSM 5723 DATE
LEGAL DESCRIPTION
LOT Z14 BLOCK de OF
ACCORDING TO THE PLAT THEREOF, AS RECORDEE
IN PLAT BOOK/O , AT PAGE 7S ,OF THE
PUBLIC RECORDS OF ST tuC'ic� COUNTY, FLA.
REVISIONS
ABACUS LAND SURVEYORS; INC.
389 S.E. GASPARILLA AVE.
PORT ST. LUCIE, FLORIDA 34983
(772) 336-9931, • LB 7025
SCALE /y� �Qt JOB NO /" _;5—Z S
-7
F.B. / 5 PAGE G'
IN=
I'x4' bddgng
(wind braang)�
2'x4•
arch
1'x4• br4g',,
r Wrld br ng)
wlrldow
Opening
see detailsb0m /
1-x4' brldgl/KJ
(YOrid bracing)
QYA.) all axnets
WALL ANCHOE(AILS
SCale_n. S_
FLOOR FRAMING PLAN
x-o'
S (tyP
9
E
__ o
(min.
6•-0' max.)
SIDE ELEVATION W1�H DOC
Scale i• =1'
2•-0`
SEE SIDE ELEVATn\j WITH DOORS A140
WINDOWS FOR INFORMATt0:1 NOT SHOWN
_SIDE ELEVATION
scale J' = I'
(2) 2 X 4 spnKx headers and (2) 2 x 8
(2) 2 x sp.1. door bucks addod- } vwies-I 12 p.t pine each Side non load beackIg
When garage door&nlaw $ I Q6 witengaragedoorfnslal(ed SE7UPANOINSTALLP•T10NOFSINGLE WIOESHED
SS dOubfearches for r'a UWTBUILO NG HOUSE.
PLACED 7NREi
OPER OCOG�TtOr70H 5CHEOUI£4o PVC TO--1 FORA 'EL4&tT TO PLULt CF SWARE
9e dflofs UNTTcE IIOUSE. ajAp PROPERTY LR ETC,
7 x 4 bold * garage door 52eS 3' x 6' 11AiTek) 2 ONCE Ut YT {S sgl/,jiE µp THE HIGH s g'� ( POT OF THE OROLYJO C5 ESTABLISI4ED 711E BUILD;KG IS BLOCKED 4.1 THE HIOH
min_ max,
�nneclor p(a(e SPOT/WDLEVELEO.T}IE OTHEREI:O OF Tire 8U'LDII.•O IS BROUGHT UP 70 LEVEL ARP BLOCKEO, THEtj I ECENTER OF
E A VrMlh 6'-0' 7M BUILDWO IS SUPPORTEOTO LEVEL, BLOCKEDµ•OSMW4ED,
DOORS m e19 6'-6- 7t0- 7. AFTER THE BUILOtte IS LEVEL LARE BLOCKS ARE AOOEO TOACIBEVE TILE CORRECT SPACVIG.
e 'er Arch DO W it (or press dales 4. MCIIOR PIACENJ:HT IS ESTABCLS'tED BY THE YMTH OF THE BUILOUiO. HOLES ARE OaXLEO THRCUG•H THE rX 4'
(see note 2, 3, 8 d) J' X 4• tlkr_k[ng Scale: n.La. BOTTOLt PLATE w1TH A )' AUGEP. BR AND TI le EYEBOLT IS FASTENED Arno PLACE -THE HOLE IS DUO FOR A3WEARTH
sea wart BrlCilOr de(ai[s ANCHOR Arco aACKFILLEO. THE EYE80LT ANOANCIICRARE FASTEhEo 1VTrHA XZ'80lTN:DNUT.
6, IF THE UMT Is TO BEATTACHE070A CC,%V;crc SUB TTrE STE)'EIOtSSETO THECOTANDEBLAB JU;O SH;LiJLEO UP
ENOELEVATKaVWITtI000RTYJOSK1pF6ODELS TOL&VELA)-HOLEISDPoILEDVnTIIAFUTALIERpRILCtNTOCAIPLDNGSLA87 3OFF
s o: q =
TpiOUG
-4' etuminum
skiing
�varias-I 12
� �6 Single ordoub:a
wide arch
mottle home door T 2 x 4 header
(optlo(w) ,9 1'x4'bridging('AnIdbracing)
E 2 x 4 studs (gyp,)
5 e 8 wall anchor delaiis 2' x 4' blocking
2 x 4 bottom ptate
3fd' 199 Plyboar, or advantage 2 x 6 p.t. end rail
4 x4 9.1 skids
END ELEVATION ( FOUR SKID MODEL
for in(ormaticrl not Iwe• � - 1'
-
SI)IP$ON
it T)IE BOTION AUG A (A-24 Slb?SOy CLIP) LS pLACED OYER THE • WEDGE ANCHORLT JOIST, THE EYEBOLT IS FASTEIL
zVIIISISERISUSEOTOFASTENTHEEYEeaTN:bSW.PSOI4CLFR
A} X 2'BOLT AND NUT W(2)LSTA-18
6-IFNO IP TOGETI{
HURRICANE STRAP
FLOOR BViIOUIG IS MEOANC ORWITH ;.X31'E µCHOFt BET1'EEN EVERY WALL STUD_
GENERAL NOTES 8 SPECIFICATIONS
SIMPSON HS•24
(TYP.)ALL STUDS
FOR AUGER ACHORS
1.EUXDIAGANCH0RS STIALL BE'b10[i:LE HOr_'J:'TYPE*?b hEZIX EYE ANCHOR M
BRLSTOL,VA. THE AVER AGE IIOLONG POAER t3 NOTCE557}t 1, S,sD�y 4NUFACIU.4E0 BYFY]uE PRIDEOF
- TYPE: 1,11, or Ili CONCRETE OR
_
2. ANCHORING SYSTEI4 TO GROUND PER LOCAL BUILODKI COOE(II'r DEALER) LOCATE ANCHOR SPACING PER TABLE 4.
3. EYE80LTS SKALL BE PLACED TFSLOUCH THE eOTTof.l PLATEAIIO FLOOR SYSTEp.
ABS PADS W/BLOCKING AS
REQUIRED
J-X12'EYEBOLT
Shed Ax
Teble� to
concreleesabTabla2 RunnerSpadng
-AUGERANCHOR
grade
1 -8'
4091
13:g•
j'.S0
SHED WITH SKID ATTACHED
200 t! I LF
60 _0_
1-7
IBM
sCa e:
1-
yebolt and anchor bated
i together wf �' x Z bolt tud
Values from end of (olsl to center of (2) 4 x d skids orgy. 13'-8' Ynde sheds have (4}sets of skids.
Suppod Footling Pad Sparng For
(2) 2' x 2' gaH_ bashers
Table 3 SIr Single W de(Sta/) or
Double Wide(DW) Sheds.
N and}-hul
Siz
Desc AI
a
A
x m Load a
e
a u
er ror nner
Nn see end elevaHcrhvrlh door End ax, End Pad an n er
2 X 4' stud y to 6-S Pad
t -8' 1 7J l 1
HS-24 Simpson dip S to 2558 I 2 I I 4 W 0' 24 0 I or 111 24 q !t or
' x 6' p,l. ITantT �{• WT.. ' 2029H I w t I or 11
(hp �1 ,,��yy�{{pp��;; 1 ®�' 1. Pads a
��� � 6 at NDI 4'x4'header ' ® Notes•
111
� Odra
4'X 4' TP•35 5 mpson of trg b end to center of pad
ekira 9'x 9'runner required on OUTStO�VJlp7HS 2_ Pads other than end pad spacrng Is center to center
-13'-8'vddeshads 3x5nai(ple(ew)8((pd) ���� ��� 3. Us tin forfnteriorrurrL>ery.
OPTIO.YAI 125 pSF FI rX1R 1 r1Ln ra's fl- J� Pad mess. Ai Dail'• Ma erial
1B dc)orstspad �c" S•�•10. 118', or i36' 1 2'x8' n r+9, 9krad; tongued 4' x 4' h �Rte,
�`'`-` 4'x 'x 6' Crete uari ce nt sandmix
-cenle? runner 12 de�� ����� [y� It t6'xi g I
center n,nner Q 5 sca-TB: n.ts. tyX2j= Load tv7drh on runner
HS-24 S1mPson CRps Instaged square ' Based on 2.OW PSF S0 Bearing Capadty(2,000 PSF LS
-at every connection between see detail for kj'X
washer wi�' nut Notes: typ.)
Boor jalst and e f runner Ich connection �' X 12' forged eyebc(l3' 870k 1. Hollow or solid concrete blocks may be stacked on pads for hfgh sots up to 43' Wth out teinrordng.
�2'x6'p.L ales( 3'x 5"(MNTek)conneda -
1g or sheds over ex� 2, ABS pad required tut i t =8 L 13' 8' Y da buildings orri
16' In length plates 10 required g3 pansion bolt p��An9 Y
Simpson HS-2 7ab!e da Anchor S adgo anchor into Ugue TYpa Anchors For Single Wide Sheds
l8g Plyboard Sim son A-242'x4'bottom p (per table 1) e u er
(a7oll up1'AC) ae J' U PLF E nc o<' ex. ntenor ao
ptate(tyO an x 2' bolt w (2) 73 7.00'
around. i!§l4a /L r - xx2' flat .! .OU= - D'-t0.3•-O'•<10'-0'
4- x 4- door header
x 4- urlderheader
1-x 4- bridging (wind bracing)
2' X 4' benl(iyp,)
4' x 4' w)ndcwheader
WIRING DIAGRAM
(option
scale rLLs.
Ae wiring shag be rno
cable 14 ga. 3 piro
encase in eo rr,etal
boxes
x 4' bottom plate
T&G piyboard
LSTA-I8simpson hunkane
Clio (IYp•) all studs
seewall arCirordeWls
fat Connection
-x 4' bridgirg(wirld bradrg)
2' x 4' bengtyp.)
:1' x 4-wind brace (typ,) at
four corners
2' iL 4' bottom plate
t' TdG plyboard
STA-18 Simpson Hurricane CEp(lyp )
see wall anchor detais
MAU P40, J�2ili Z(� ,41mrn a .,.� � hers C�� - � �t 4
scale I' Concrete Slab by otl SHEDt
lo�139-
--
Table
e ring pPacing ofAugeerType
AnchorV/SKtDAO 1Codes 8 Misd."ction aDoub(eWideShedsWIi-�--40y TO CONCRETE n er
M14413kr Piddllg I Max tenor a
AOi' F�orldR C6rL7ti1 Load width on runner 1'-0• l0 3 5. 0'
11o3tilssrb3xl'�11L i 8a6 1t1u�.Ttcr rio�:;Rai c:r€L_:<r "Locationofend2ugerors!ab;Inctwr
(t),17x5-11tw. _
16.10 24-
12• HYDROVENT DETNLS
3' X 6' MTek Connector plates
(bolt sloe)
x4 Construc5on
num door skin on
and Beck
OPTIONAL WOOD FRAME
DOOR CONSTRUCTION
SCALE: N.T'S,
,K2 P.I. 2 x 4 frama (typ)
.121/4-x 12 1/4'tough
opening
•femove 12 1/1' of p2 p.l
bottom plate
3
.
_314•plyboard
-2 x 6 p.l. side rai
�D '
'11
g 00
1�.
n �
.1 : Anchor spacing Is examp!es:30'augercr}• x 3' expansion bobs,
(ating)wedgaancbocInto ' ANC14OR NOTES:
Concrete slab at5 C T'ANCHO.TSPAC!A'a 13 BASED ON ASCE 1-10 FORA CATEGORY I_ ENCCOSEO BWLQ'\GExp,-C
(per(able-2) QI,� � - ALL LIEAWREM94T ABE ARE CENTER TO CENTER OF Ah'LTLORs.
Concrete Slap by o7telS 3-THE Aet:u4U\thvNt3FR OF ANCHOR
Local Codes furisdkeon rs(a),ONE QFJ.CHtORHER OF SHED FORSHEDS CE33 at CEl7C3r7 THAII THE
8
a"I t mia�1'-J IIAx!4UN• 4_T2tE-g--.lEGGS DISTANCE FOR EXPAN`SIONSOLISIS9DUDAETERSOR4FORA ExPµ'SIQyBOtT_ `
notcllarnuntersnk 5-Al"ORRSSHALLBEONSAElYACI$ESCEPTY.HcNTHE SUED ISP {
Loll!htough2ic4' ANCHORRS GUT BE PLACE M: ENO WALL AS CLOSE AS LACEHFJL7TOAN F}(ISTIhG 6UiC01HG.W1S1uC1!CJ,SE
GENERAL N 1 - POSSIetE To 5111E wALLs
4 min. •�� - 2'x4,bottomplaleraledlo .•"�
` 21 x 6' p,t, base I. ALL BUILDIN
Shed YJilh Floor Remove Anchored Cona ( o i' S
STANDARD $Q FTQ�720 S • FT_ EX BORNE -DEBRIS IMPACT
ee TA "
seae:j 2.AlLBUILDIN FR TONE hJOFAAIiIY
-•� RESIDENCE E HR dtRF1. HTSPE FBC.
2' x 4`botlom plate _ r - �{ 3. ALL COMMERCIAL BUILDINGS AS WELL AS RESIDENTIAL BUILDINGS 401 So.. FT OR GREATER
% l r r1- MUST CONPLYWITH THEBWDOOR HEIGHTANDTHEMIH_AND I.IAX.VJIDTH REQUIREMENTS.
2' x 2•squaregatvaniied .y _ _�- r.�•` „✓,c_ ° 4. ALL BUILDINGS 400 SO. FT_ OR LESS WITH 72' DOOR HEIGHT AREACCESSORIESTO ;
steel washerwith}'nut ;) RESIDENTIAL STRUCTURES
;' J TdG'ylyboard
S. THIS PLAN WAS DESIGNED PER THE FBC AND THE FBCR_
4
° •}• r -
6. FASTENERS FOR ROOF A140 WALLS SHALL BE SCOTS .I
�TRUGRIP METAL TO WOOD
AND SHALL METAL
BE g-15 X 1' OR EQUAL Wr 1' R41N. FASTENERS
( '
2 z 6` side rat
7_ GUTTERS TO BE INSTALLED ON SITE BY OTHERS R `- TH OUCH LOCAL CODES.
S RAP D Al S
toJul
HEUX UGEF
r�eefaWe4forsf
� Coup!ing if Necessary for Level
Set
3' x 12- Forged E)TWj
W-Hurricane Anchor
)R I
SHED DESIGN LOAD REQUIREMENTS FOR THE
2010 FLORIDA BUILDING CODE
I hereby certify that I have reviewed these plans along WM all building materials and
components used in the manufacturing of the sheds. The materials and components either
have a Florida Product Approval as required by the Florida Building Commission Rule(9N-3)
or Were analyzed Using the Vutt Stress Design. All materials and components comply With the
2010 Florida Building Code, the Florida Manufactured Building Act and Rules, and the 2011
N.E.C. for a category 1: Enclosed Building, Exposure "C", with a wind velocity of 180 t4;.F_li.
(3 second gust)
DESIGN PRESSURE WIND LOADS
DESIGN CRITERIA ROOF Y.rA!1
FLOOR LIVE LOAD 75 PSF (e) 1 +
BUILDING CATEGORY 1 FLOOR DEAD LOAD a pSF
BUILDING TYPE ACCESSORY STRUCTURE ROpOpFp LIVEAE pLOpApDppp 20 PSSFp 4CONSTRUC
EXPOSUR`ETION7YPE VB INTERW?I,1p URE COEFFICIENT 4/-0,18
AILOWAHlE rr OF FLOORS 1
FIRE RATING NIA
ENCLOSED
9.85 h.
RE.
01.01.2012
02-23-2012
02-27.2p12
03-13.2012
03-14.2012
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