HomeMy WebLinkAboutSUBMITTED PAPERSY
All APPLICABLE INFO MUST BE COM1�-rTED FOR APPLICATION TO BE ACCEPTS:
Date: �'1 •_
Permit Number:
SCANNED
.i
BY
St. Lucie County
•
Building Permit Applicati rCEIVE®
Planning and Development Services
JUN 10 Y015
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential J�
PERMIT APPLICATION FOR:
Address:
Legal escription. ��" �E
"LAB �Y
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+ W �e
cV- 'gAc'� '.v d, ' I -
Property Tax ID #: _
6 — xv Lot No.
Site Plan Name:
a
Block No.
Project Name:
Setbacks Front Back: i Right Side �.21 LeftSide:
Jo -5�17,rwl .o
�c r G�,osf S%DD
11
Additionalwork to bepe orme un ert ispermit-check a a atappy:
_Mechanical _Gas Tank
_Gas Piping (i",i :Shutters _Windows/Doors
p —
Electric Plumbing
.
^Generator Roof
_ _
Total Sq. Ft of Construction: oa'/C,>
_Sprinklers _
Sq. Ft. of First Floor:
Cost of construction: $ 52c�
L/ r+v
Utilities: —Sewer _Septic Building Height- V /
r
Name S
ame:
Address: Yis/ S'. ,gam
r%�jj ��
Co any--
City:
Stater
Address:
City: State:_
Zip Code:Fax:
Phone No. afC/y- %
Zip Code: Fax:
p
E-Mail: c�i�S 7�69 A,er -caM
Phone No
Fill in fee simple Title Holder on next page (if different
E-Mail
State or/county License
from the Owner listed above)
If value of construction is 2500 or more, a RECORDED Notice of Commencement is required.
DESIGNER/ NGI EER:
Name:
Not Applicable
d �
MORTGAGE COMPANY: _ Not Applicable
Name:
Address- _
S <v /
Address:
City: / a,P f �eQC�
Zip: 3h'9 Phone
State:
r/ 2 'lW - Y6100
City: State:
Zip: Phone:
FEE SIMPLE TITLE HOLDER:
Name:
_ Not Applicable
BONDING COMPANY: _Not Applicable
Name:
Address:
Address:
City:
City:
Zip: Phone:
Zip: Phone:
OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses tc another non-residential use
WARNING 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 lender or an attorney before
commencing woriwor recording votk Notice.ef Commencement.
S n ure of Owner/lessee Agent'_
Signature of Contractor/License Holder
STATE OF FLORIDA -
^?`
s••'
STATE OF FLORIDA
COUNTY OF
COUNTY OF
m ��C
The forgoing instru t as acknowledged befor
The forgoing instrument was acknowledged before me
this 1Qday of 20AC
F.
this day of . 20_ by
�.wArx
`
� �T9r]
II 4
— A
(Name of person acknowledging)
(Name of person acknowledging)
( ignature of N ry Public- State of Florida Y
U
(Signature of Notary Public- State of Florida )
Personally o OR Produced Identification ��
Personally Known OR Produced Identification
Type of Identific do
Type of Identification
Produced
Produced
Commission No. (Steal)
Commission No. (Seal)
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEATURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
RECEIVED
DATE
COMPLETED
1eV.//ZU1Y
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
Building & Code Regulations Division
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-I553
FILLED LAND AFFIDAVIT
I, the undersigned, am the owner of the following described property,
(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.
ame (Please P1j t)
Signature Date
I.3rvrxoo
BEFORE METHIS . / V DAY OF
BY
PRODUCED
PUBLIC
COMMISSION NUMBER
SLCPDSD Revised 04/11/2011
KNOWN TOME i—) OR WHO HAS
IDENTIFICATION.
� I I
(SE
pUDREY g. HUMPHPPY
.ix
MMISSIOM @ FF 1,a772
B3?' - 'i*. MY CO ES•. Marrh ti, 20'•a i
REY&HUMPHH7
svyd•Y �.00MtdS M ,F6 �p 9
`fig - EXPIRE p(,nllndiM+?s:4-
W
Permit No.
State of Florida County of St. Lucie
NOTICE OF COMMENCEMENT
Tau Folio No. 2yg6 ---?F/ "00176-^Ci70^y
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,
the following information is provided in this Notice of Commencement. / �� `
_ r F/
d. 3'
Of
General description of
N
Owner i fbf a en aF see i inatio co the Le s e r cted for the improvement:
Name I1�
Address / CP/UL- 7,Lle4 ;Di�/JlRJL%%C.bG
Interest in property: '
Name and address of fee simple titleholder (ifdifferent from Owner listed above):
Contractor's Name: L(.J--r ` f 1 / --
ContractorAddress: Phone Number:
Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $
Name and address: Phone number:
Lender Name: Phone Number:
Lenders address:,
„ N
Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Sec
�, :4 in
713.13(1) (a)7., Florida Statutes:
_ c
Name: - Phone Number:
Address:
6
In addition to himself or herself, Owner designates of to receive a copy
zx
0
Lienors Notice as provided in Section 713.13(1) (b), Florida Statutes.
�
Phone number of person or entity designated by owner:
z
r x
m
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final paymen
J
contractor, but will be 1 year from the date of recording unless a different date is specified)
m
_
n
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CON
0
IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORI DA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE F
c
-+
IM PROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE I
e
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK I
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of pe
irAF A rigehL
notice of commencement and that the facts stated therein are true t...._ _ _ _ _.
Signatuof Owner or Less9, or Owners or Lessee's Authorized Officer/Director/Partner/Manager
�I re
G C/-.y��
(Signatory's Title/office)
The foregoing instrument was acknowledged before me this I �ay of 0
By 1 t C'1.1�1.�Fi�t"l� ® for dZ
ame o Person ypa of u ority (e.g. officer, trustee) Party on behalf of whom instrument was execute
nown—or produced ldentification
(Signature of Notarl I ublic - State of Florida) o` ��,.ANGELA M HUFF �/'�v
(Print, Type, or Stan1 Commissioned Name of Note ,Ry i ,° Notary public . StaF 2 f4e3%0AU t cation produced.Y�^ �L
��'��• Commission MFF2 4730
My Comm. Expires May 27. 2019
_., ',A rhrnnnh Natinnai Nnt.vy Assn
`?`lark of Court - (772)462� °)28
201 South Indian River Dr
n
Cledc of Court
f 20f S Indian River Dr
See inset below
s
Ave
m
I
re nd ->
gf,�Fi9"� levm1 i•
.r.
Planning & Development Services Department
Building & Code Regulations
2300 Virginia Avenue
Fort Pierce, Florida 34982
M2) 462-1553
OWNERBUILDER 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 for your use and occupancy. You
may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own
use or occupancy. You may not build or improve said structures for the purposes of selling or leasing that building.
If you sell or lease a building you have built or improved within one year after construction is complete, then a
presumption is created that it was built or improved 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. Your construction must comply with all ap jigOble
laws, ordinances, building codes, and zoning regulations. Initial (/t!(�
I understand that the building official and inspectors are not there to design or give advice on how to meet
the minimum code. Initial bile c
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. p,�
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 li ble f yhe
cost of the license. Initial
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. Initialc
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 Depar4RtTt to the Florida State Department of Professional Regulation. Signed and ackno dged o this
day of of20/,5
rr/ .4
wner uilder Signature
STATE OF Fl
COUNTY OF
The or go'
by
Title:
SLCPDSD Revised 05/15/2014
r
L
ed before me this —NdaOdentification.
20�
who is personally to me, or who has
sa w.
Typ r Print Name of Not* (Seal)
Commission Number
g,H1IMP,iP.e'
•ta;+'evri'y., � ��jSSION h � �'244jy
r„ :v
�/�SOG- 01'T
ST. LUCIE UI\"PY BUII:DIING DINZSION -
REVIEWED FOR COMPLIANCE -
REVIEWEDBY
DATE �i4w ... %� . $Of0
PLANS AND P MIT MUST BE KEPT ON J03; iAA L'-aM PI
OR NO INSPECTION WILL BE .\LADE.
BUS' I
�T�6631 FIfSt.T=riti Fes` -fit
J-wS7.5Sai` Ftt':7.-'•i:&138
,THESE PLANS AND ALL RROPOSED WORK
Sll J CT TO ANY CORRECTIONS R�Oyp�pr
#+;Bi.15oD+S-'cfel3r; REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WII'I-Ic� Lj q LIWLE CODES.
Alex Martens
Superior Sheds, $e
2323 S. Volusia Ave
Orange City, FL 32763
RI~ Manufacturer Certification, ID MFr-113; 6cpirabon Date: October 14, 2016
Dear Alex Martens
It is my pleasure to Inform you that Superior Sheds, Inc, located at 2323 S. Volusle Ave, Orange
City, FL 32763, has been approved under the Manufactured Bugdings Program, as provided for
under Chapter 553, Part I, Florida Statutes, to manufacture Storage Shed;, Manufactured Buildings
for installation In i-lorida. -
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. YourThird Party - -
Agency ise contractor for the Department and has statutory authority and responsfbijities that
must he met tumaintain 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 Ion the cover page of the plans] for compliance with the Code by yourThird-Party Agency
for plans review. Please ensure that your plans are in compliance and are property posted on our
website- All site -related insi-Hatton issues are subject to the local authority having jurisdiction.
The Departments contractor wilt 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 Or this Program: _ v
Your edification is approved for three -Years from this date. You will receive a renewal notice by
Email generated by the BG.S (wv+if flor1dabu1ldfno.aral for online renewal. If YOU have questions
you may contact Robert ibrerzo at B50-717-1835 or our FAX at 850-414-B436:
Please visit our websibe at wwyi floridabuildino.om to see valuable inform
ation on the Florida
Manufactured Buildings program. A copy of this letter must accompany applications for local
-building permfN.
t
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CODE REVIEW
Pmfessfonal Service Industries
1748 33rd Street
Orlando Florida 32839
Plan Ks,' we[ William E. tmM. Ill
ice 9 513.e40
Le CUe0406
FL Sm.IRe, smP.5t
N
w
T
f
Il
OPTIONS
ISOMETRIC OF SHED
SCALE. NX.S
T-X4•wALLSTUD—
r-0'
)yP 40'hiA%. LENGTH
2,
' x 4' coi(ar5e
"x 4' leader
a•....
■..
�is
"x 5' {ell
sd,,annector
plates begs, sides
3' x 5" MiTek
Connector plate
2"x4"
wail He
'x 4' bombe pfata
I'taaplybsmd
i' x w rtom mT
x 4' gmund cwIad RL sIdds
END ELEVATIONFOURSKIDS MODEL }•nuts,
stale: •=1' bell«
}•py
F«Information not shown see end de25anw1door 2"x6'sir
)2•x 4' haader and (2)
Xfi'p.Ld.Ix.eks
ich side noMoad
z"4-ply shealhfng vd 30#felt
1.BUILOL4G ISPIACED IN REQUESTED LOCATION ON SCHEOULE40 PVC TOALLOWFOR
CIA W10.024 I40VEMENTTO PLULI ORSOUARE UNIT TO HOUSE, FENCE, PROPERTYLINE, ETC-
2.ONCE UNIT IS SQUAREAND THE HIGH SPOT OF THE GROUND IS ESTADLISHEDTHE
STEEL DRIP BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING
IS BROUGHT UP TO LEVEL AND BLOCKED, THEN THE CENTER OF THE BUaDiNG IS BROUGHT
UP TO LEVEL, BLQCKEO MO SHIMMIED,
3. AFTER THE BUILDING IS LEVEL MORE BLOCKSAREADDED TO ACHIEVE THE CORRECT
SPACING.
V
4. ANCHOR PLACEMENT IS ESTABLISHED 8Y THE WIDTH OF THE BUILDING. HOLES ARE
DRILLED THROUGH THE 2',X4' BOTTOM PLATE WITH A}' AUGER BIT AND THE EYEBOLT IS
FASTENED INTO PLACE, THE HOLE IS DUG FOR A3T EARTH ANCHOR AND BACKFILLED. THE
ofEYEBOLTANDANCHORAREFASTENEDWiTHA
XTBOLTANDNUT.
5-IFTHEUN(TiSTOBEATFACHEDTOCONCI $LASTHEBNLWNGSISSETONTHE
CONCRETE SLAB AND SHISeAED UP TO LEVELAJ'HOLE IS DRILLED WITH AHAIAMER DRILL
INTO CONCRETE SLAB /}' OFF RIM JOIST, THE EYEBOLT TS FASTENTHROUGHTHE BOTTOLI
2x4stud(typ.)
PLATEAND (A) A-24 SIMPSON CUP IS PLACED OVER THE }• WEDGE ANCHOR.A'5 XVEMT
AND NLFT iSTHEN FASTEN THROUGH THE EYEBOLTANDA-24 SIh1PSON CLIP.
6.IF NO FLOOR BUILDING IS USED ANCHOR WITH }' X3`WEDGE ANCHOR CENTERED
BETWEEN EVER WALL STUD.
See wall anchor detail for
RFOR At
-1. awWing anchors shag ba •motile iromASPECIFICATIONS
AC an S
LSTA-1$SiFap
manufaddmd by Rome Pride of Bdetd,VA Theasmageh hrio pm+ar
—
haet2,AoorgSYstm o Bieend For Loral budding wde{bydea'er)L«aea�wrs
eyebottardanchorbslted
ppeetrTable 4.
3. AnrLors shall be placed pfaiandfieerst slam.
hhiitMobedmenll
Iacethetwf}' x 2' bolt& nutan
-'i �1212'x2•aairnfredvrashem
Sh� b
Tsed.I �,vlva�K rates _ Runner Gentian
forged eyewt
ANE AKCNORS(tYP:) 84'i ..c24" u
INLSTA-18W110-IDD NAILS vexes max. ddoor arches for9arge
1F rs
an
TX44BOTTOSi PIA 4am9e do«s¢n F �.✓. in.
(ep olbl)
T&G PLYBOARE •r.Y :
2'%6'SIDE RAIL see waltamher lei h 6'4e' T-0' Y'" -b
details r
WALL ANCHOR DETAIL yI_BICAL WALL SECT
SECT
SCALE'. NITS END ELEVATION W/ DOOR -
scaie:2' =1'
2' x 6- pi fro ming (typ.)
ox V don sat2"x6'PLso«jokk and TWO SKID MODEL
4'x S' P-L rvnner rnnnectedwM624 srd'a:1s•= 1'
4'x4' nrxps(typ.)
4'z4'RUNNERS OUr51)EYtIDTHS Asphalt Shingles Wt Dade County
(z) exha Conners regaimdon s, s', so•; f t'4t•, ar 13' • Approval Fasten per 11FC. specs.
13'44'wWe sheds.
r x s• Wale required r«enaaa or perms -tile or advantage steel
_ = oypr iE m fergd, panels or roll form aluminum
OPTIONAL 125 PSF FLOOR LOAD
i6' atc)oisi spaolg, gWed 2 I«9ue & 4" x 4' header
91. ply'WardWfaaa{5onai4•z4• Fasten vr/(2)TP-35
cem r.. Simpson Clip and 8 #9
T&G piyboard 3" x 5" M7ek connector plates nails
2'x 4•boltem late both sides l0 required
p h%1 Al TERNATF H AD R CONNFCTION
¢A around style: 2'=1'
]1.7
FLOOR FRAMING PLAN
SCALE--!- = V
WINDOW & ODOR HEADER
4'X4' w72TP-35 Simpson Clips
2`X 4' under4' x 4'header
2-X 4' BRIDGING @ TOP OF WALL
NA!LER(TYP.)
PX4'BRACiNG
—2'X 4'SOTTOM PLATE
4EEWALLANCHOR
)Mr`t pFTaIIS
—aw
6-0' max.
SIDE ELEVATION WITH DOORS & WINDOW
is' SCALEk=V
'-z" X 12" Eyebolt fasten to
A-24 Simpson dip w/
bolt &nut&(2)2'Rat `
washers
SINGLE WIDE ARCH
style:k" r
- 422'X4'P.T.FRAME (TYP.)
Concrete Slab by others
f6'T024' 121 X11 }'ROUG40PENING
Local Code&jurisdicticr
REhSOVE 12 }'OF P. T. BOTTOM
aPPIY
4"MIN
PLATE
BOROM PLATE
,
}'PLY80AR0
12" HYDROVENT DETAILS
SCALE P=T 2'X4'
PLATE
?' X4• BRIDGING @ TOP OF WALL
NAILER (TYP.)
i' X 4• BRACING
T X 4• BOTTOM PLATE
T X4• WAND BRACE by
FOUR CORNERS 11'-W
GREATER
2' X B' SIDE
ANCHORSTRAP
DETAILS
2- X 2' SOUARej3,1 gr.igEEL
WASHER&}'NUT
4READED ROD FOR LEVEL
HIGH SETS IF NECESSARY
T COUPLING IF NECESSARY
}• X 12' FORGED EYEBOLT
«Ili p[d
Ey,�;,fy,-.sarnprtrw.mF4,�L�L7F77LT..R.?5':ALf
F9S:l.�;,7lS��J�i<(<7
�
Ir� �
0fi�i�R3613f0
Load width on runner
Based on 2,000 PSFSa! Bearing Capaory(2,OW P3F is typ.)
Notes:
Iehhoulminfcrdy-
2"X2"SquareGaIv.gteel
- ANCHOR NOTE�rspacln9 exampl�s:30'Avger«}'x3• expw5lenbot
t
:washer &2 but
i-Anihorspatirg is based on ASCE]-10(«aCa!eepvory l: Enclosed eui,g; Expozvra'C'.
Z. Ailmeasureme J above amccentoI I cenlerdarmFors.
3. Tha Mnimum number danctor Is (W One @ each wmer of shed forshedsirsstn leenngqit than 01e rrwTmum.
4. The distance for bNt
minimum edge expansion beI's is B Iv.tersar5•r«}• axpansion
5. Anchors sha:t bo onside waits excapl whooshed is pace next to an exlsgng bWGrm. N whitll razeandlors
A-24Simpson C6p
ran be place on end Wall as close as possible bsidowa!:s.
(BlOq UpI1R)wt(I)
GENERAL NOTES:
p` 3':Vedge Anchor
1, All Wddings from sq. Ram axempt(rae p« Floridan
x
2. All buildings from 0 sq: it m 400 sq. A forusewiN one and W. iamdy reslderces araexempt fmrn door height
0a,.it1. 400 and W. bedebdsientemst.. height
re we h:N per FBC.
3. as Well as residenEai buildings 40f sq.n«gceatermustc«npty iN Ne eE-don
height and theth.engs
M1nigfit and the min. and max. tr"dN nquMameuts.
«ha!gM areaxessodos b resdsneai sWCNms.
S_ This plan was designedpetIr Nse FBG. FOC Rr
aid ABCE7-10
ATTACHEDANCHQRED
6, Fasteners for lbeand wags shall be $cols�TmOdp mataf toward fasteners aid shalJbe 9-15 X P or equal,
s nnnlnv�Tr
Guhemloins) i-seadpene'ry.o -YP.)
]-Gutters tainslaitM on sde by others Nrcugh bca[mdes.
SINGI F HELIX AUGFR ANCHOR
SEE TABLE 4a or4b FOR SPACING
SCALE N.T.S.
j �DET WALL ANCHOR SCALE N.T.G. (( fL_��ANGHORFASTENTOGETLT&HU(2)T
SEE SIDE ELEVATION WITH DOORGL�W+.4DOW J DETAILS — 3ANCHOSQUAF[WASHERS. TOGETHER NUT
FOR INF-OItATION NOT SHOWN
SIDE FI FVATION THURRICANEANCHOR
SCALE3i = T Agency Plan m SSI.2222 PSI R1, Construction Type V-S, Occupancy Storage, Allowable floors 1, Wind Velocity 180 mph Exp C,
Floor Load Live - T 5 psi, Floor Load Dead - 8 psf, Roof Load Live 20 psf, Roof Load Dead 5 psf, "R" Rating of Floor- Wall- Roof 0,0,0
I hereby certify that I'have reviewed these plans along With all buildirig 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 Buhding Colnmfsion
Rule(9N-3) or were analyzed using the V B Stress Design.. All materala arid'
components comply With the 2010 Florida Building Code, the Florida Madufacfufed
Building Act and Rules, and the 2011 N.E.C. for a Calegop• 1: Enclosed Building
Exposure 'G , with a wind velocity of 180 m.p.h. (3 Serand gOsQ rIah, van dr«ca
CncieNm Srelrme
!CRY 1 ROOF LIVI
ACCESSORY STRUCTURE ROOF OE/
TYPE. VS INTERNAL
1
GI-01-2012
MHz 112
sheets
072
t
i'JI f'.t't'KUVtii'LU"14-U4-L4
4-PLY SHEATHING W/
1' 4-PLY SHEATHING W130# FELT 309 FELT
SHINGLE OR METAL ROOF
PRE-FAB TRUSSES @ 16" 0/C- 4" X 4" P T. - PRE-FAB TRUSSES @ 16'O!C
(TYP.) CONNECTED TO 4" X 4" BEAj,� sa• (TYP.) CONNECT TO 4' X 4' P.T.:
T. BEAM W/HS-24 SIMPSON mom- BEAM W/ HS-24SIMPSON CLIPS
4" X-4' P.T. BEAM 2'X4•
CLIPS
BLOCKING ( 4" X 4' P.T. POST NOTCH
'X 4" P.T. BEAM & 4'X 4' AROUND 2" X 6' FRAMING
2"X 4"JACK STUD P.T. POST CONNECTED WITH D
4- X 4" BEAM od s
INSIDE WALL FOR BC4Z SIMPSON POST CAPS (sex note, 3, 84}
_
(SEEPOSTCONNECTION -0'mmJ
DETAILS) 14E--a-mazi 4' X 4' P.T.
BEAM
FRONT ELEVATION r4�"
SON POST
OPTIONAL PORCH 4" X 4' RT,ASTEN
4" X 4' POST NOTCH IN 2" X &" FLOORBLOCKING POST . BEAM TO
AROUND 2' X 6" FRAMING UNDER DECKING @ 12" O1C scnLE ]-- r-0• ST
FASTEN W1(2) A35 NOTCH 4" X 4" P-T.
SIMPSON CLIPS-
(SEEBOTTOM VIEW POSTCONNECTION POST
UNDERPORCH) ISOMETRIC OPTIONAL PORCH FOR
COUNTRY INN MODEL SHEDS ZX6"FLOORJOIS A-35 SIMPSON CLIP NOTCH4"X4'P.T.
SCALE: N.T.S. - �f"` POST vipricimr,
Agency Plan 9 S514222 PSI R1, Construction Type V-B, Occupancy Storage, Allowable floors 1, Wind Velocity 190 mph Exp C,
Floor Load Live - 75 psf, Floor Load Dead . 8 pelf, Roof Load Live 20 psf, Roof Load Dead 5 fist, "R" Rating of Floor- Wall- Roof 0,0,0
EXTERIOR STUDS 2" X 4'
#2@16'01C ,
VINYL SIDING OPTION
EXTERIOR WALL STRUCTURAL BRACING
SIDE WALLS & END WALLS
BRACING MATERIAL
SIMPLEX THERMO-PLY (STORMBRACE) FASTENED WITH
��K
0.120' X 1 Z" COILED ROOF NAIL @ 3. ON CENTER (EDGES)
AND 6.ON CENTER (FIELD)
BRACING INSTALLATION
STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUSLY FROM
TOP OF ROOF RIM MEMBER TO FLOOR JOIST RIM MEMBER WITH ALL
SHEATHING EDGES EXTENDING t' MINIMUM OVER 2' NOMINAL LUMBER OF
THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING. BRACING SHALL
BE LOCATED AS CLOSE TO EACH CORNER OF THE BUILDING AS POSSIBLE
AND RUN THE ENTIRE LENGTH OF THE BUILDING,
OPTIONAL WOODFRMAE
DOORCONSTRUCTION
SCALE: NT.S
4" ALUMINUM SIDING OR'
VINYL SIDING OPTION SHED SIDING OPTIONS
SCALE: N`TS
FPLATES A1M(BnlO 3•X CONNECTOR 9
TH EC
r X 4• CONSTRUCTION I I "
S2,E,L�I G1E=1E=�',E,j"�I IFL OUTLET 1
FRONT.
LAPS DOORING SKIN
L �
FRONT, 8 ALUMINUM DOORSKIN
ON BACK
G WIRING DIAGRAM
(OPTIONAL ELECTRIC)
SCALE: N.T.S,
ALL WIRING SHALL BE MC CABLE
14 GA. 3 WIRE ENCASE IN AIL
METALBOXES.
BOTTOM VIEW POST
CONNECTION UNDER
PORCH
SCALE; N.TS,
X &" FLOOR
POST CONNECTION
DETAILS
SCALE N.T.S.
WOOD PANEL SIDING
FASTENERS FOR ATTACHING SIDING SHALL BE
ON -STAINING BOX, SIDING OR CASING NAILS.
FOR PANELS J" (12.7mm) THICK OR LESS USE 6d
NAILS AND 8d NAILS FOR THICKER PANELS.
PANEL SIDING APPLIED DIRECTLY TO STUDS,
SPACED IN ACCORDANCE WITH THE SPAN
RATING AND FASTENED WITH 6d GALVANIZED
BOX NAILS OR EQUIVALENT, SPACED 6"
(304.Bmm) ON CENTER AT INTERMEDIATE
STUDS, IS AN ALTERNATIVE TO THE WOOD
STRUCTURAL PANEL SHEATHING
CONSTRUCTION SPECIFIED IN THE CODE FOR
WALL BRACING.
Home Door
COMPOSITE CONCRETE BOARD
16' FIBER CEMENT PANEL CAN BE INSTALLED
DIRECTLY ON BRACED WOOD STUDS
CONSTRUCTION SPACED AT A MAXIMUM OF 24-
01C. CORROSION RESISTANT FASTENERS, SUCH
AS HOT -DIPPED GALVANIZED NAILS ARE
RECOMMENDED. FASTEN PANELS A MAXIMUM 6'
O/C ON ALL PANELS HORIZONTAL AND VERTICAL
EDGES. POSITION FASTENERS AT INTERMEDIATE
FRAMING NO GREATER THAN 12- O/C. FASTEN AT
ALL STUD LOCATIONS. 1,0 a J InJormariors
a'.ToBuildOn
CODE REVIEW
174a 33rd
Prores3,d Street Service lndvsb-.'es
l.nd.
Orlando, at r Wi m. E
Ran s1s5e40 Y/ilpam E Nea f. 81
SI 100406
FL
FL S11I-Te, 5'rPs1
a.nr rcrc Ine BUIwrnU Ia LeveL e4URE BLOCKSAREADDED TOACHIEVE THE CORRECT
SPACWG-
4-ANCHOR PLACEMEWIS ESTABLISHED BYTHEWIDTHOF THE BUILDING. HOLESARE
DRILLED THROUGH THEZ'X4• BOTTOM PLATE WITH Aj•AUGER BITAND THE EYEBOLTIS .
FASTENED INTO PLACE. THE HOLE IS DUG FOR AWEARTHANCHORAND BACML EO.THE
EYESCLTAND ANCHOR ARE FASTENEOWITHA j• X2- BOLTAND NJI:
S.IF THE UNIT IS TO BEATTACHED TO CONCRETESLA THEBUILDING i5 SETON THE
CONCRETE SLAB AND SHIMMED UPTO LEVELAj• HOLE ISDRILLED WITHA HAMMER DRILL
INTO CONCRETE SLAB 1 j• OFF RIMJOIST.TTIE EYEBOLT 15 FASTEN THROUGH THE BOTTOM
PLATEANO (A)A-2-0 SIMPSON CLIP IS PLACED OVFRTHF i• WFDGE ANCHOR. A f•YT ant i
III
manmacem¢o oy aamernde of adsial, VA. The av,:mye M1ddilg paver
is not lgss 0an4,900k.
per�a�'I�dz�[em Logrovnd perlopi bu'ftlirg mde(bydealerjtnoteanrilws
Anchors sira8 ha placed U,rou9M1 ihebatttplate and Mxorsystsn
TabkI sneaA a
conaele 7aMe2 Runnxr SpaNrg,
E•TT-aS'mfn7Lisf•`.GLrTYdf;•7Ej,o•1'Lm—�-•TT
GY'7 (:YT;iDJitt6.1J�:i�i-Yai:€7
t��r���
IEa�IEl��SilB)
wawa. rmm
Tables
Based
2,WOP
•' Based en 2,000 PSF Soileeadng Capad(}12,0'Ai PSF Is gyp.)
Notes:
1. Hftv.SSti drettided an
blocksmay besuckedonPads far ht5lrsekapto40'vriNMrel�orong-
2.ABSpadrequiredon d-got 1uswTPa Aidmgsony'.
Tema4a Anchor Sparing otAwgirc TypeAnihors FaSvnte V(da Sheds
V of
[ShedSa.1
LW'
11fief0tFi.F
End n . ax. n ad, q
t
TAG•
4
We IBM
6.
00
1-0' M3
Soo•
1
•-0'l03 1P-T
Table4b AnO dng Spadrr,IaAuger Type Anchor Pot Daobte WMe1
on ASCE
e maximum.
apclw,s can
I hereby certify that I have reviewed these plans along with all building materials and
components used in the manufacturing of the shed. The materials and components
either have a Florida Product Approval as required by the Florida Building Commission
Rule(9N-3) or ware analyzed using the Wt Stress Design. All materials and .
Components comply with the 2010 Florida Building Code, the Fiorid-n 4lariufartured
Building Act and Rules, and the 2011 N.E.C, for a Category 1: Enclosed Building'; -
Fxposure'C", with a wind velocity of 180 m.p.h.(3 second gust) .
TEGORY t
ON TYPE Va
Cr'
R•Y 180 MRIL
T it
9.895 R
:OF FLOORS 1
WA
CLASSIFICATION ENCLOSED
0"1.2012
02-28-2012
Jr. P.E.