HomeMy WebLinkAboutSUBMITTED PAPERSAll APPLICABLE INFO MUST BE COMI, iD FOR APPLICATION TO BE ACCEPTED'
Date: Permit Number: 1 so( .a- �
SCANNED
BY
RECEIVED
St. Lucie County
Building Permit ApplicatiodUN 10 2015
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential
"�MITAPPIIICATION FOR:
Address: S/ S.XWcLatyv D2l. r
. . yWT
Legal Description: 47g A4o,. PIP o cF 12 X . D
�v
c7
/' �o
Pdp:zrl� _��"��_) `0�� '"0��i
-- Lot No.
Site Plan Game:
Block No.
Project Name:
Setbacks Front Back: Right Side: - V Left.Side:
/2 X 26d f%?.Q,Crc, t�<s✓tE,P�p�s/6� ��j
�i% -2</o s� F3
Mona wor to liepe orme un ert is permit— checkiall that apply:
_Mechanical _ Gas Tank _Gas Piping ,' i Shutters
_ Windows/Doors
_ Electric _ Plumbing _ Sprinklers i Generator
_ Roof
Total Sq. Ft of Construction: Sq.'Ft.,of First Floor:
-
Cost of Construction: $ �'7Q7 Utilities: _Sewer _Septic
Building Height: �y.N
/
Name iS�
Name:
Address S
cor ny:
City: f c�Cb State: F/
Address:
City:
Zip Code:
State:_
Fax:
Zip Code: 8Q Fax: p
Phone No. o ^ �/
E-Mail: / S%� ,07�, Co/r/
Phone No
Fill in fee simple Title Holder on next page ( if different
E-Mail
State or ounty License
from the Owner listed above)
If value of construction is 2500 or more, a RECORDED Notice of Commencement is required.
DESIGNE
Name: �
Address:
City:
Zip:
FEE SIMPLE TITLE HOLDER:
Name:
Not Applicable
MORTGAGE COMPANY: _ Not Applicable
Address:
City: State:
Zip: Phone:
BONDING COMPANY:
Address:
City: City:
Zip: Phone: Zip: Phone:
_Not Applicable
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 Code —sand 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 to 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 work or recordins vour kitice of Commencement.
STATE OF FLORIDA
COUNTY OF
The for oing instr t was acknowledged eft
this day of11 94444A 20by
person
of Nbfary Public -State of
Personally Kno OR Produced Identification /
Type ofidentificati n
Produced
Commission No. — (Seal)
Signature of Contractor/License Holder __ _
STATE OF FLORIDA
COUNTY OF
The forgoing instrument was acknowledged before me
this _ day of 20_ by
(Name of person acknowledging)
(Signature of Notary Public- State of Florida )
Personally Known OR Produced Identification
Type of Identification
Produced
Commission No.
(Seal)
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEATURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
/
RECEIVED
I
DATE
COMPLETED
ncv. i/culy
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE k 4080259 OR E 3756 PAGE 762, Recorded 06/11/2015' 701:28 PM
)SGLe. U 179.
NOTICE OF COMMENCEMENT
Tex Folio No. .2-IT,(-,?F/—a 00( —coo-'�
State of Rodda County of St. Lude
The undersigned hereby giros notice that Improvement win be made to certain real propeft and in accordance with Chapter 713, Florida Statutes,
the following Information is provided In this Notice ofCommencement. 3 - 3/ - I, Z)
ES
Name and address of fee simple titleholder hf afferent from Owner ILsted above):
Surety(if applicable, a miry of the payment bend is attached): Amount of bond: S
Name and address: Phanenumber.
alder Name Phme Number:
Lender's address:
Persons within the State of Raida designated by Owner upon whom notices or other documents may be served es Provided by Se Alun
73313(1) (a)7. Ronda Statutes:
InaddtionWhimetforhemelf,Ownerdesignates of to receive a copy of the
Uenol's Notice as provided in Section 713.13(1) Its), Florida Statutes.
Phone number of person or entity designated by owner,
Expiration date ofnalre of commencement: (vie expiration date may not be before the temptation of comtruction and Rnal payment to the
mntractoy but win be 1 year from the date of remrding unless a different date isspecified)
WARNING TO OWNER: ANY PAYMENTS MADE BYTHE OWNERAFTERTHE EXPIRATION OFTHE NOTICE OF COMMENCEMENTARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, ANDCAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTSTO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUSTRE RECORDED AND POSTED ON THE JOB SITE BEFORETHE FIRST
INSPECTION. IFYOU INTENDTO OBTAIN RNANONG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENONG WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Underpenaltyofpe ury, ldttlarenotice a jj¢¢aatil, d the foregoing noticommencement and that the facts stated therein are true to the best of
my sa dge e
plena �Lessee's Authonxed lNflcer/Direaor/Partner/Manager
(Signatort/s Tide/(NDre)
STATE OF FLORIDA
ST. LUCIE COUNTY
THIS IS TO CERTIFY THAT THIS IS A
TRUE AND CORRECT COY OF THE
ORIGINA
'i E.9MITH K
JUG" 1 f 2015 a
13Lt3i�.2�:
Kim Laymn.B--wax
Alex Marbtrrs
Superior Sheds, Rtc-
2323 S. Volusia Ave
Orange City, FL 32763
ST. LUCIE'COUNTY BUILD N G DIVISION
REVIEWED FOR COMP XCE
REVIEWED BY
RATE v .` _e 7d(�
PLANS' PE MUST BE {KEPT ON JOB
ORNO INSPECTION WILL BE j1L4DE.
THF,$E PLANS AND ALL PROPOSED WORK
AND SUBJECT lebmW10pBUCTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY, BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
RE= Manufacturer Certmation, ID MIT-113' ExPirallor. Data. Odnber 14, 2016
Dear Alex Martens
=[ k F: iakmwd fie-±VMM
�iCiCSCQ�.Ls64`_t.'ICt
it is my pleasure to inform you that Superior Sheds, Tam, located at 2323 S. Volusla Ave, Orange
City, FL 32763, has been approved under the Manufactured Buildings Program, as Provided for
under Chapter 553. Part I, Florida Statutes, to manufacture Storage Sheds, Manufactured Buldings
fear mstatiation in Florida.
Construction or modination an a manufactured building cannot begin until the Third Party Agency
has approved the Plans in accordance with the tuurrent Rorida Building Code. Your Third Party
Aqu=ncy is a mnbactor for the Department and has statutory authority and responslb Iles that
must be met to maintain apprcke$ status. You may expect and demand quality plans review and
inspections. - - • •
Each Cade change will make your plans obsolete until they have been reviewed, approved and
indicated Con the cover page of the plans] tar compliance with the Code by yourThird-Part' Agency
for plans review. please ensure that your plans are in compliance and are property Posted on our
wzosita All site -related installation issues are subject to the local authonZy having jurusdiction.
The Departments contractor volt make unannounced monitoring visits at least on— each Year- You
must grant complete access to your manufacturing facility and records to remam in compliance with
the rules and regulations of this Program' -
Your cerfditation is approved inr three -ye m from this data:. You will receive a renewal notice by
small generated by the BUS fwww ldridabuldinp-oral for online renewal. If You have questions
you may contact !toyer i Loretrzo at 850-717-1835 or our FAX at 850-414-B?36:
please visit our website at wwrr-loridabuildina-pro to see valuable information on the ROrida
Manufactured Buildings Program. A copy of this letter must accompany applications for Tom'
-building permits.
Sincerely,
Robert Lorenzo f
Manufacturd Buildings Pn¢
it
Planning & Development Ser_.__,; Department
Building & Cade 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 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 Noble
laws, ordinances, building codes, and zoning regulations. Initial
I understand that the building official and inspectors are not there to design or give advice on how to et
the minimum code. Initial _
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 1wc
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 maybe responsible and li 1 f the
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 relat d me ' 1
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 ownerlbuilder exemption shall be reported by the Building and
Zoning Dep qc m to the lorida State Department of Professional Regulation. Signed and acknowledged on this
day of%��� of 20 Lc'. ^
CO0� uilder Signature
STATE OF FLORMA
COUNTY OF
Th fo egomg instrumejwa�a�mowledged before me this day of 20bby j (i( r1 UN..��� _who is personally kno to me, or who has
roduced ' a f as i tification.
Signature
Title: Not
SLCPDSD Revised 05/15/2014
Number
e
99
AUDREY B. HUMPHREY
MY COMMISSION 4 FF 174772
;.e
EXPIRES: March 6, 2019
Bonded nau Notary Pem •.Undowter
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
Building & Code Regulations Division
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34952-5652
(772) 462-1553
FILLED LAND AFFIDAVIT
I, the undersigned, am the owner of the following described property,
(Parcel Id#/Legal
T010�
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.
�SS
Property Owner N me (Please Pr'
roperty Owner Signature Date
STATE OF
ME THIS / V DAY OF �! // ,e . 20�,
BY
PRODUCED
COMMISSION NUMBER
SLCPDSD Revised 04/1112011
KNOWN TO ME L—) OR WHO HAS
AS IDENTIFICATION.
i
")in off'
NOTARY
(SEAL)
9MEM
+Vl WpuogIdX3 r���00AW .i00tl �~
.(• PLYBOARD
SHEATHING
)>;FnpAfeE 2
fp:ga lnfornuvion
ToBuildOn
CODE REVIEW
Professional Service Industries
174833rd Street
Orlando, Florida 32839
Plan Raiawer. William E. Nesry, Ill
ICC A LAU0405 0
iNl-TS'
FL 5;41-19, SMPS1
BRIDGING @ TOP OF
Ile Home Door
(dp6aW)
END ELEVATION FOUR SKIDS MODEL
sole:)'' 1'
Far Inrormalion not Moan see end elo amen Od door
OPTIONS
t T
2'X 4' bbrkirg� y
T1� Y
J" 4-ply sheathing w/ 30# felt 1.
11w LE
r BUILDING IS BLOCKED ON THE HIGH SPOTAND LEVELED. THE OTHER END OFTHE BIn INC
GE Le
ED-
Arch
IS BROUGHTUPTO LEVEL AND BLOCKED, THEN THE CENTER OFTHEBLEDING ISBROUGHI
UPTOLEVEL, BIOCKEDANOSHUMMED.
3" % 5" MITek
3.AnER THE BUILDING IS LEVELMORE RLOCKSAREADDEDTOACHIEVE 7HE CORRECT
wnnector plate
SPACING.
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OFTHE BUILDING. HOLES ME
DRILLED, THROUGH THE 2'X4' BOTroi4 PLATE WITH A)' AUGER BIT AND THE EYEBOLT IS
'bridging@lop of
FASTENED INTO PLACE. THE HOLE IS DUG FORA30' EARTH ANCHOR AND BACKFILLEO.THE
EYEBOLTAND
ailer(typ.)
3 verhan 9
ANCHOR ARE FASTENED W"A'X2'BOLTANDNUi.
SAF THE UNrrISTOBEATTACHEOTOCONCRE�EStAS THE BUlUeNGSIS SETON THE
(IYp•)
CONCRETE SLAB AND SHILgdEO UPTO LEVELA}'HOLE IS DRILLED WrM AHAMMER DRILL
]NTO CONCRETE SLAB / }' OFF RIM JOIST. Tt1E EYEBOLT IS FASTEN THROUGH THE BOTTOM
2"x4"slud(typ.)
PLATE AND (A)A-24 SIMPSON CUP IS PLACED OVER THE I'WEDGEANCHOR.A}'X2'BOLT
AND NUT ISTIIEN FASTEN THROUGH THE EYEBOLTANDA-24 SIMPSON CUP.
S.IF NO FLOOR BUILDING IS USED ANCHOR Wm1 } XX WEDGE ANCHOR CENTERED
a T slash«
BETWEEN EVER WALLSTUD.
bottom Me,
See wall anchor delall for'1. Building anchors Shall be'mobito homa- type lde single nets( eye anOwr
2' 35wside oil
LSTA-18 strap
manuracitred by Home Pride of 861101, VA. The avemgp hold,9001 por«
2, rAndlessiSystem s10 R&Wsl 99 peyi«al bugdin9 coda{bydw'er)I«a:e a,xra3
eyebolt and andmrb011ed
p«TeWe 4.
ISOMETRIC OF SHED
-aG'p.tdo«buGs Hs-2s iunpson
--x Tlarge
SCALE: N.TS
DOORS
"
eachskenonked
bearing when garage mile p`'"
•�
e i,
type
2'.X4'WAU. STUD
(see geneml rote
daorinsta0¢d
-':'"'
HURRICANE ANCHORS(IYP:)
y«i�
30 ouge arxiwr
amhes fargamge"•
SIMPSON LSTA-18 W110-100 NAILS
max a�Ne
is
,,.Y24+ c
2'X4'BOTTOMPIA
}'TBG PLY80AR
I 9-ragodoorsko
(optional
2'X6'SIDERAIL
see watt aadr«
1
_
r
"
deUits
het h 6'4i' P-0'
WALL ANCHOR DETAIL
40'h1AX LENGTH SCALE: N.TS
TYPICA
SVJe zLSECT
END ELEVATION W/DOOR
2'x6'p.L framin9 (typ.j
camections at2-x6- P.L 0oorjoistsaM TWO SKID MODEL
4' x 4' P.L..or mnnededw1H S24
safer•= f'
shrpsonc6pa(typ4
4'x4'RUNNER3
(2)exka mnnem mgbimd on
OUTSIDEWIDWS
W. IT,10, II'-V. or t3$
Asphalt Shingles W/Dade County
Approval
fa'-6•.dae.lkds.
Fasten of MFC.Specs.
_ _ _ _ 2'.x6•date required t«sheds
or P 9 enna-tile or advantage
panels or roll form aluminom
OPTIONAL 125 PSF FLOOR LOAD
6- Nc Joist spaday glued T (mgoe8
4"X4"header
groove ply-boardwl addi6«al4'x4'
May..
Fasten mall (2) TP-35
rn
Simpson clip and 8 49
}'TaG piybwal-
t¢',eland
3" X 5" MiTek connector plates
nails
2-x4- bottom plate(bm.)
both sides 10 required
ALTERNATF
HFADER
_
CONN CTIO N
swlc Y=T
FLOOR FRAMING PLAN
scALE}.=1'
WINDOW & DGOR HEADER
4'X4' WI2TP-35S9r:pmn Ceps
TX 4' under 4' x 4' header
2-X4- BRIDGING @ TOP.OF WALL
NAILER (TYPJ
1'X4'BRACING'
-2'X4' BOTTOM PLATE
(—SEEWALLANCHOR
DETAILS
-1'X 4' BRACING
TX 4' BOTTOM PLATE
P X 4' VAND BRACE (typ.) at
GREATER
SEE SIDE ELEVATON WITH DOORS a WINDOW`i DETAILS
FOR INFO&tATO,N NOT SHOWN
r2 2' X4-PT. FAAME rrM)
2i X 12 }' ROUGH OPENING
REMOVE 12}-OF P. T. BOTTOM
PLATE
BOTTOM PLATE
f'PLY80ARD
T_2' XW SIDE RAIL
1 2" HYDROVENT DETAILS
SCALE Y-T 2-X 4'
PLATE
TX 6-SIDF
J" X 12' Eyebolt fasten to
A-24 Simpson Gip w/ i"x:
bolt & nut & (2) 2" Oat \\
washers
Concrete Slab by others
Local Code &jurisdiction
4-
2' X 2- 30GAR gliI0 r_MFL
WASHER&}'Nt1T ,
ANCHOR STRAP t. X 12- FORGED EYEBOLT
DETAILS FORGER EYEFASTEN
OGEyN Rwj
SCALE N.iS. ANCHOR FASTEN 70GEfHER W)l2)7
SQUAREWASHERS, P BOLT&NUT
O' HURRICANEANCHOR
:y Plan # SSI-2222 PSI R1, Construction Type V-B, Occupancy Storage, Allowable Boors 1, Wind Velocity 180 mph Exp C,
Load Live -75 psf, Floor Load Dead - 8 psf, Roof Load Live 20 psf, Roof Load Dead 5 psf, "R" Rating of Floor- Wall- Roof 0,0,0
n, or II pad
2")i2-Square Gatti. steel
.washer & } out
NOTCS; horaPadng examples. SW Auger« P x 3"expanslw bon
Sadr%[s based on ASCE 7-1a r« a GaIQnM 1; Enclosed Building, Exposure-cr.
5 .l aMm am tnn:nt lnwnlw NarvR
a, n lChOm snarl w on silo walla except when shed Is place next to an existing bu"ing. H vd•.kh ease ana«s
UP -.an tie placomtwd wall ascloseas possiNo wddo.as.
1. An buildings hom 0 sq. R. (0 720 sq. R am exempt hom wind bome4ebds Impxdshndard p«Florda SUbre5
2. All bundmgs from 0sq; iLto 400 sq.A for use with one and bvo remgy resloom s are exomplM1an door hGght
requirements p¢r FBC.
3,Allcommerdal buildings as well as moldwIlA WdIogs 401 sq. R«gle l rmu it jllywiN Ore VA' door
heighl and the mio. and max. width regeitements.
4. All buildings 400 sq. IL or ten With 7T door Willa amacoanodas In mstd6lial sln ohmis.
S. TWO plan was doslgned per the FOG, FOCR and Age E 7.10
S. Fasteners for roof and Walls shall be Scois@TruGdp metal mWood fasmwrs aw shad be 945 X I' or equal•
With 1-(MIN.) thread penetualw(TYR)
7. Gutters to Installed on sits by all,.. t,mdSh oral codes.
I hereby certify that I'have reviewed these plans along with all bmlding relerials and
components used in the manufacturing of the sheds. The materals':TOd components
either have a Ftorda Product Approval as required by the Florida Building CBrnrrdasion
RU(e(9N-3) or were analyzed using the Von Stress Design.. All malerials and''
components comply with the 2010 Florida Building Code, the Florida MariufadurN
Building Act and Rules, and the 2011 N.E.C. fora Category 1: Enclosed Building,
Exposure -C", with a Wind velocity or 180 m.p.h. (3 serond.%sl) HaInWre raw
-- Retk SO Systems
DESIGN PRESSURE - _ I wall `
2EaM QRITERIA FLOOR LIVE LOAD�75 PSF a
FLOOR DEAD LOAD =3 PSF
AILDINGCATEGORY 1 ROOF LIVE LOADMP5F
OILDINGTYPE ACCESSORYSTRUCTURE ROOF DEAD LOAD==6 PSF )8 A
'.ONSTRUCTONTYPE. V8 INTERNAL PRESSURE COEFFICIEN 1II
1
01.0011-2012
8M2012
" 4-PLY BREATHING W/30q FELT
`4-PLY SHEATHING W/
seI UP AND INSTALLATION OFSINGLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATIONON SCIIEDULE 40 PVCTOALLOW FOR
SHINGLE OR METAL ROOF
309 FELT
MOVEMENTTO PLUM OR SQUAREUNITTOHOUSE. FENCE, PROPERTY LINE, ETC,
2.ONCE UNIT IS SQUAREAND THE HIGH SPOTOF.THE GROUND IS ESTABLISHED THE
PRE-FAB TRUSSES 16"O%C:
@
- PRE•FAB TRUSSES@16'O/C
4"P.T- —
Is ROUG TUFT LEVEL NE HIGH SPOT ANDLEYELENTHEOTHER BUILDING IS BUILDING
UPTOLEVELANOBLOCKEO, THEN 7NECENIEROF7NE eDMIVG IS BROUGHT
(TYP.)CONNECTED T04'X4^
BEAM 6•b• �(TYP.)CONNECTT04'X4'P.T:
BEAM
UPTOLEVE
wTo iEVEl, eLocKEo.wosylMMED,
T. BEAM WIHS-24_SIhIPSON
max. BEAM W/HS-24 SIMPSON CLIPS
3. AFTERTHE BUILDING IS LEVEL MORE BLOCKSAREADDED TOACHIEVETHE CORRECT
CLIPS X'4'_P.T. BEAM CLIPS
2•X4,
BLOCKING 4" X 4' P.T. POST NOTCH
SPACING -
4. ANCHOR PLACEMENT IS ESTABLISHED SYTHE WIDTH OF WE BUILDING, HOLES ME
4" X 4" P.T. BEAM 8, 4'X 4"
AROUND 2" X 6' FRAMING
DRILLED THROUGH THETX4- BOTTOM PLATE WITH A)'AUGER BITANO THE EYEBOLT 02'
X 4" JACK STUD
FASTENED INTO PLACE. THE HOLE IS DUG MRA30-EARTH ANCHORAND BACKFILLED. THE
P.T. POST CONNECTED WITH
INSIDE WALL FOR
DDops
(sea note 2, 3, 84)
EYEBOLTANDANCHOR ARE FASTENED WITH A )' X 2• BOLTAND Nurr.
BC4Z SIMPSON POSTCAPS
SJF THE UNIT IS TO BEAT7ACHED TO CONCRETE sLABTHE BUILDING ISSET ONTttE
4" X 4' BEAM
CONCRETE SLAB AND SHIMMED UPTO LEVELA)' HOLE IS DRILLED WTIHAHAMMER DRILL
(SEE POST CgYNECTIOY
DETAILS)
—?2'-0• mm.
19B•-0'mut� 4'P,T.
INTO CONCRETE SLAB I )• OFF RIM JOIST. THE EYEBOLT IS FASTEN WROUGHTHE BOTTOM
BEA
13EAM
PLATE AND (A)A-24 SIMPSON CLIP IS PLACED OVER THE)' WEDGE ANCHOR A I• X 2-BOLT
AND NUT ISTHEN USED TO FASTEN THE EYESOLTANDA24 SIMPSON CUP -
FRONT ELEVATION
6.IF.NO FLOOR BUILDING IS USEDANCHOR WTm )'X3' WEDGE ANCHOR CENTERED
C4Z SIMPSON POST
BETWEEN EVER WALL STUD.
4"X4'P.T:
OPTIONAL PORCH
CAPS TO FASTEN
GENERAL NOTES S SPECIFICATIONS FOR AUGER ACHORS
4" X 4' POST NOTCH IN 2" X 6" FLOOR BLOCKING
POST
SCALE j-=t'-0',
4" X 4" P.T. BEAM TO
t. ro,dinganchom shall be'mPbile home type 1130 shgs era eye anchor
HanBPdde of Bdsbl, VA. Theawraga Wag payer
m..tI9s
AROUND UNDER DECKING@]2'O/C
4'X4'POST
olgss Maby
FASTEN WT (2) A35
W[ (2)
.2 Aar:n ysi mL.900tA ndperlooal bglding mde.(bydealer)Lapleandwls
Peras45
SIMPSON CLIPS
NOTCH 4'X4"P.T.
3-Anehorsshag be placed hcynaehoe" nn Thebeganpica and Morsystem.
(SEE BOTTOM VIEW POST CONNECTION
POST
TabaT la sia6 Table Runner Spadlg,
UNDERPORCH) ISOMETRIC OPTIONAL PORCH FOR
COUNTRY INN MODEL SHEDS
2'X6"FLOORJOIS A-35 SIMPSON CLIP
NOTCH4",X4"P.T.
13'-e- -G24 3' 1, log gxz
2 _�
SCALE: N.T.S. -
POST DECKING
Vatu¢s tromend oQdst to centerof(2)4 x4 skids Wy.t3'43'wido sheds Gaye (4)sels olskids.
Agency Plan # SSI-2222 PSI R1, Construction Type V-S, Occupancy Storage, Allowable floors 1, Wind Velocity 180 mph Exp C, -
Tabie3 8uyport FaoOng Pad Sparing Fw SingbarDwbie Wideaheds- -
Floor Load Live - 75 psf, Floor Load Dead - B psf, Roof Load Live 20 psf, Roof Load Dead 5 psf, "R" Rating
of Floor- Wall- Roof 0,0,0
2'X 6' FLOOR
- osrn a , e amlet n na e P
End Pad
GIST
s py
(D ILI
4, 5•I 3 'to3-0' 6'-8-- for I Fall im I
BOTTOM VIEW POST
"«; «
CONNECTION UNDER
3�41'
• 0 5 - or , or
Nabs:
POST CONNECTION
1. Paa spatlng is eM WcenLLr olpad
EXTERIOR STUDS 2'X4'A/4
PORCH DETAILS
2. Pads other than and padrpad.g is oedtertoeenter
.3.Usesamelnextrumspatlng'fminledoemaners-
#2 OQ IS -O/C
SCALE: N.T.S.
SCALE N.T.S.-
a
Dmens,ans ar. Loaa•' •"M•^'^.ateda I .
VINYL SIDING OPTION
EXTERIOR WALL STRUCTURAL BRACING
SIDE WALLS 8. END WALLS
BRACING MATERIAL
SIMPLEX THERMO-PLY(STORMBRACE) FASTENED WITH 11
0.120" X 1 2' COILED ROOF NAIL @ WON 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 a" MINIMUM OVER 2- NOMINAL LUMBER OF
THE SAME SIZE A14D 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 WOODFRAME
DOORCONSTRUCTION
SCALE N.TS
4' ALUMINUM SIDING OR
VINYL SIDING OPTION SHED SIDING OPTIONS
SCALE: NTS,
3• X 11 BH NNC)E
PLATES(BO SIDES)
E
2'x TAONSTRUCUON a
G.F.I- OUTLET
4• ALUMINUM LAP SIDING ON N
FRONT, Q ALUMINUM DDORSKIN
ON BACK L R-n
s WIRING DIAGRAM
(OPTIONAL ELECTRIC)
SCALE N.TS-
ALL WIRING SHALL SEMC CABLE
14 GA. 3 WIRE ENCASE IN ALL
METALBOXES-
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
,%" FIBER CEMENT PANEL CAN BE INSTALLED
DIRECTLY ON BRACED WOOD STUDS
CONSTRUCTION SPACED AT A MAXIMUM OF 24^
O/C. 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.
cs Tnjomration
MaBufld On
CODE REVIEW
Professional Service Indusiries
1748 33rd Storer
Orlando, Florida 32839
Plan Ro'ien=r. William E. Ncary, III
IOC 95185040
LA g11bg40a
FL sbe-T9, Sr, -'PSI
"Based an 2.000 PSF Soil Beadog Capauly(2,00o PSFis 41x)
Notes:
1. ADS
ll solid console maybe stacked on pads for high sets up l048'with aArINnfartirg-
2.LT0 pad required on1fr.9of Au'-8' wided8chomFry,
TeMa 4a AnNor Syadng of Augur TypeAnchors For Single Y/de Sheds
the nwunnm.
mammas can
NU I-c-
1. All buildings from 0 sq.A to 720 sq.0.ere0.1Vt f(r.-dgd.bomedebdsstandardperFWA3Slabdes-
2. All holding form 0 sq. R. to 4W sq.IL forusemN one and hvo lalrvly U stdenres are exempt horn door height.
requpeau na p"F8C.
3. All coaxa mJa(bullrings as weltas residential bladhrgs 401 N. R or gr¢aM must oN ptywM Me 83'dear
he4ght and thaelin. and oo width i6quiranients.,
4. Ail bugdirgs400 sq. R orlasswiN 72' dam height areaceeszaks b,gslden6alsWtlure;.
S. This plan was designed per the FBC, FBCRand 01aASCE 7-10
6.FasbrrersforreofandwallsshallbeSwbQT.Gdpmetalbwwdfaste andshag
ho9-iSX1-wr ual.wf1-(mtn.)Dreadpeneeagon' (YP,)
7- Gutters toinstalled ogsi!e byolhen i imagh local
I hereby certify that I have reviewed Ihese 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(8N-3) orwere analyzed using the Wt Stress Design. All materials an(1 .
components comply with the 2010 Florida Building Code, the Floddp M8ilufactuTed
Building Act and'Rules, and the 2011 N.E.C. fora Category 1: EnTIOSed duilding',`
Exposure'C', with a wind velocity of 180 m.p.h-(3 second gust)
DRY 1
YPE VS
G
180 M.PN.
9SS R
FLOORS 1
NIA
ENCLOSED
01.01-2012
02.29-zo12