HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED L�
Date: I Permit Number:
SCANNED
- F BY
St. Lucie County
Building Permit Application
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
PERMIT APPLICATION FOR: To Select from dropbox, click here =llWllW3 I
-Addy,
Legal Description:
P apt ,y !a J Vi 0 a D Lot No.�_
Site Plan Name: Block No.
Project Name:
Setbacks Front
mac i Right Si a &'1 Left Side:
Additional work to be ertormed
11HVAC F Gas Tank
under tills permit — check all apply:
❑Gas Piping Shutters
D Windows/Doors
_
11 Electric 0 Plumbing
Sprinklers
Generator
Roof
Total Sq. Ft of Construction:
S Ft. of First Floor:
Cost- Gons�truf C �'�n; $ q6 C?' oU Utilities.-Seuve.r Septic
Building Height:
awNER�EssE �u ar i;,i`
sr
co�Rac� 4
' iy 0 I
Name: A
Address:
Company: =
City: �ii�r'C State:
Zip Code: O Fax:
Phone No. `� 7,r � N0 l ' 59-/3
Address:
City: State:
Zip Code: Fax:
Phone No.
E-Mail:
E-Mail:
Fill in fee simple Title Holder on next page (if different
from the Owner listed above)
State or County License:
If value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
SUPPLE YENT1L CCINSTR=UCTI tlE tAWI NI `?ITI
sm am
DESIGNER/ENGINEER:
Not Applicable
MORTGAGE COMPANY:
Not Applicable
Name:
_
Name:
Address:
Address:
City:
State:
City:
State:
Zip: Phone:
Zip: Phone:
FEE SIMPLE TITLE HOLDER:
_ Not Applicable
BONDING COMPANY:
Not Applicable
Name:
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 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 4r'?ecordinR vour Notice of Commencement.
Signature of Owr er?%gent/ Lessee
Signature Contractor/License Holder
STATE OF FLO�IDA STATE OF Fl
COUNTY OF k . 1_o c, % COUNTY OF
The forgoing instrument was acknowled ed before me The forgoing instrument wash knowledged before me
this � day of qy! 20MJ by this day of 20=by
'S-�-w \r' V. Y% G a r -� '%
(Name of erson acknowledging )
(Signature of Notary
Personally Known
Type of Identification
Commission No.
Revised 07/15/2014
ic- State of Florida )
`1EANNA G1�ENS
roduced Idp (i -aft �f' g
e;'%.FltiotaYL _ ._:roc Dec
AY lesian
Qg�aa6��r NaUoaalNota�Y
$Cnd o�
(Name of person acknowledging )
(Signature of Notary Public- State of Florida )
Personally Known OR Produced
Type of Identification Produced
Commission No.
(Seal)
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
RECEIVED
DATE
COMPLETED
Planning & Development Services Department
Building & Code Regulations
e e 2300 Virginia Avenue
,� r� Fort Pierce, Florida 34982
LEE&(772)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 ;licable
laws, ordinances, building codes, and zoning regulations. Initial- C�
I understand that the building official and inspectors are not there to design or give advice on how ee
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.- --- « -R
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 liabk for 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 relate d' awl
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 a reported by the Building and
Zoning Department to the Florida State Department of Professional Regulation. gn and acknowledged on this
day of of 20
e ~ uilder Signature�� - -w
STATE OF FLORIDA
COUNTY OF • 1-y C.
The foregoing instrument was acknowledged before me this a1 day of J 200
by I } t ,bbne V" C d t-X- % who is personally known to me, or who has
produced 3�
'` ��j 3 — a as eon.
y PDEANNA GIVENS
°1►N,I Notary Public • State of Florida
—_c _ _
Si nature Mo Type or Print Name of No �o;5 emm.-E,,x��iQQre De8587 2fFtl
g tmy YP GommissWiFrE 858761
Title: Notaa Public Commission Number G °� Bonded Through National Notary Assn
SLCPDSD Revised 05/15/2014
Property Appraiser - St.Lucie County, FL
Page 1 of 1
PROPERTY RECORD CARD
Stephen C Corti
Record: 1 of 1
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Property Identification
�\ f
Site Address:
5410 SEAGRAPE DR
a q
ParcellD:3d0_ CIF
AgR9 006 �00 8
Secffown/Range:
11:36S:40E
Account#: 37632 y_
Map ID:
34/11 N
RS-4
Use Type: SF Res
City/Cnty: Saint Lucie County
Zoning:
Ownership and Mailing
Legal Description
Owner:
Stephen C Corti Laurie A Corti INDIAN RIVER ESTATES-UNIT-08- BLK 54 LOT 6 (MAP 34/1IN) (OR
Address:
5410 Seagrape Dr
3151-2370)
Fort Pierce FL 34982-7460
Sales Information
Assessment 2014 Total Land and Building
Date
Price Code Deed
Book/Page 2014 TRIM: 55000 Land Value: 7700 Acres: 0.23
11/30/2009
65000 0001 WD
3151 /2370 Assessed: 47401 Building Value: 47300
4/6/2009
34000 0001 WD
3098 / 2992 Ag.Credit: 0 Finished Area: 1224 SgFt
2/24/2003
64000 00 WD
1664 / 1924 Exempt: 25000
11/7/1988
55000 00 WD
0612 / 1031 Taxable: 22401
12/1/1986
5500 00 CV
0524 / 0381 Taxes: 439.47
BUILDING INFORMATION
Exterior Features
View:
-
RoofCover:
TN - Metal
RoofStruct:
GA - Gable
ExtType:
HC - HC
YearBlt:
1988
Frame:
Grade:
C - C
EffYrBlt:
1990
PrimeWall:
WS - Wood/Sheath
StoryHght:
0010 -1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms:
3
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath:
2
HeatType:
FHA - FrcdHotAir
AvgHt/Fl:
1/213ath:
0
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special Features and
Yard Items
Land Information
Type
Y/S Qty,
Units Qual. Cond,
YrBlt. No. Use Type
Type
Measure Depth
DWC - Driv-Concret
Y 1
720 AV AV
1988 1 0100-SF Res
BI -Front Ft
80 125
FEN6 - CHAINLINK 6' Y 1 136 AV AV 1999
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/paslc/prc.asp?prclid=340260900640008 8/25/2014
FRONT
SIDES • 5 ""�
CNN SiD'ES �-----
z"G
Applicant has been advised NO structures
can be erected within any e
right of way unless oth�rwis
Applicant InitiWo 'S
FILE COPY
,F�-,o
Business
Progessibnal
Ken Lawson, SecreWri
October 14, 2013
Alex Martens
Superior Sheds, Inc.
2323 S. Volusia Ave
Orange City, FL 32763
RE: Manufacturer Certification, ID MFr-113; Expiration Date: October 14, 2016
Dear Alex Martens
sli 2"A
55 417,
iJ_.
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.floridabuildino.oro) 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.floridabuildino.ora 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
PSI APPROVAL 2014-0-^:-24
')j
cal ^
I'x4'brtd ng
' lcL «•I sPiU Iwwers ana LLJ'LXB
aluminum cave varies-t P• Pfr>a each side I= bad bearing
(wind btaang)
(2)2x6pt.doortrtxksaddod-F S »i:engarage doorinslaled
2•x4•
Tuminummof when garage door Installed 1 double arches For garagedoom
arch
garage door saes
I x4 bddg'rg (typ g min. maz.
x4- IKidg6l9 i
vrAth
E e1gHJ I 61.S I 7'-Ir .
Ndl
raid br )
< Varies `X 4' biocld+:g
DOORS
�•ndovi
ing-
(see note 2, 3, 8 4)
sea waM andwrdea+ls
ENO ELEVATION WITH DOOR TVIOSKtD MODELS.
sit
Z•x4' boit
plate
hurricane strap (typ.) plyb-r
usosimpxonLSTA•18 2'XS`siderail
vr114 -16 d nays
WALL ANCHOR DETAILS
scale: n1s.
4' Bluminuro
Siding
bile home door
(Optional)
Wsee wall
ISOMETRIC OF SHED ' 314' t8g ply
scale:nls. -
-, 40 =0' max. length -'-'--- 2' X S' p•l. framing (lyp.)
lmari lost spacing
FLOOR FRAMING PLAN
z-'Cate•
m
around
nners
x 4" runner required on
OUTSIDE WIDTHS
re sheds
6%V. IT. 11'a•, or 13W.
joists dn9,9kwd: tongua d
12
ply-boeid wl additional 4' x 4'
runner
mpson Clips IrstagedConnection
bohve4n
stand4x frunner
r(MITi
.Lpfatesforshedsover
.h
board
t6 m
ail
4'xd-door header -
2' x 4' under header
1' x 4' brid9LV(wfral brsdng)
III_-
On
I
VA
'
sWrvn. rsT�l�
j
G-0' (max.)
SIDE ELEVATION WITH DOOR & WINDOWS
scale }• = 7'
r-o
(bP-)
IL I IIIIIIII.
S£E SIDE ELEVAT)ON \NTH DOORS AHD
W;HDOY;S FOR INFORA(ATION NoTSHOWN
SIDE ELEVATION
scale }'=1'
�*
a:.! .'F�Infornlarion
Build On
.r,.s.c......; V.r-lk.r
COD feEV11 Y(/
N
L
0
11
Proles Iona/ Service Industries
1745 3 rd Street
= G.F.I. outlet
Offand x Flodcra 32s:;
Plan Revrae William E. Neary,
1CC S 5185040
LA Wo040E
FL Shot T9, SMP-5I
' X 4' bent(yp.)
x 4' wlndcw header
t' x 4' window sR
x 4' bo tom plate
T&G plyboacd
-1 Simpson
Simpson hurricane
rip (typ.) all sheds
see wag anchordetails
far oonne6on
)'x 4'bridging (Hind -cino)
2' x 4' bent(typ.)
,1' x 4' Wnd brace (typ.) at
Pout corners
2' x 4' 6oitom plate
. ' T&G plyboard
STA•18 Simpson Hunkane CFp%p.)
1 see wall anchordelairs
MIRING DIAGRAM
(optional efedric)
'Cale a(s.
AQ wiring strati be me
cable 14 92.3wire
eacasein allmetal
boxes
16' Io 24'
12' HYDROVENT DETAILS
scats: l'= I' T
vae-s- 4 M2-12
single or doubts
gwide arch
ix 4 header
Vxi' Ixrdging(Mnd bradng)
2 x 4 studs (typ.)
2'x4'blocking .
x 4 bottom plate
2x 6 p.t-end rail
logo 4 x4 p.l skids
END ELEVATION FOUR SKID MODEL
scale: }= '
far information not shaven see end eNvatim vrh door 2' x T s'vd
HS-24 Simpson dip
4' x4' header
f-4Z"x
P-35 Simpson
x5 naifplate w18 (10d)
a1s 44- header
sca`ta.Ls.
W x W (Mtrek)
connector plate
Arch Detail for press plates
scale: n.ts.
LSTA-18 SIraPSON
HURRICANE STRAP
,-(YYP.) ALL STUDS
see delad for
W X 6' Mirek Connector plates
(both sloe)
_2' x 4- Construrlon
OPTIONAL WOOD FRAME
DOOR CONSTRUCTION •
SCALE: N T,S•
82 PA. 2 X 4 frame (typ)
.12114-x 12114'rough
opening
'nunl door skh on
and Hack
SIMPSON
TYPE 1.11, or IIi CONCRETE OR
ASS PADS W1 BLOCKING AS
REQUIRED
SHED YJITH SKID ATTACHED
scale.
P X
Simpson HS2S
Simpson A-21
(870q uplift)
T
4'-L a
}'X 12' EYEBOLT
3U AUGERANCHOR
f leyebott and anchor belted
i Logether cot }' x 2' !coil and
(2)27x2'gal9.washers
• and }' nvt
N
- `X2'square
lgalV. washer wl}' nut
2• X 3' (670:1 optift
rating) expansion bolt
orwedgo anchorwo
stab (par table 1)
I'x2' boltw(2)
2'x2'tiat
a -SET UPANDINSTALLATION OFSINGLEwi )ESHED
1.tRIt0t1rC>tSPLACEDnr REa ESTEOLOCATIONONSCHEM94e FhCTOAllO.9FORiM0VEMF.IITTOPLVMCF SWAM
UNrf TO H0US-_ FEINCE. PRO.-.RrY LRtE;ETC,
20t.T:E VNn" G SOVARE AF7D THE H,Y[, iSPOTOF THE OROlx4O $ ESTABLISHED 711E BUILOaaT3 FS BLOCKED 0:lTH-HIGH
SPOT MD LEVELED. THE OTHERERD OF TIIESLnM''Or5 SROUGHTVA TO LEVEL AND BLOCKED, THENTHE CEMERCF
7FEBU6DLO is SMPORTEOTO LEVEL. SLOCKEDANOSIMILEU `
a,AFTER7HE BUiLRt}tr rS tEVEL r.SOR£ BIOC.tS AREADDED 70AC1nLYE7'FYc CORRECT SPACYIG.
4.AT.CHORPLACE7:ENTIS ES7ABLLSIIED BYTHEV"OTH OF THE SUWN-Cl- HCLES ARE DaILLEO TFUtDI HT, 2 4-
BOTTOM PLATE'MTHA }'AUGER err AIM TIr'c EYFSOLT Is FASIENEO W6 PLAC}E.7HE HdLE IS DUG FORA30• EARTH
b IMt F 7HELRa rS70S EATfACHEDTOA a�CRETEISLASn.i3t1oNa MsEfol4niENtYREIErStAt,AW.gW.AzEOUP
TOLEVELA 3'MEIS MILEO YOTH AIWAUM DRILL INTO COW-'aaTE SLAB }•OFFRIHJOMT.71,'EEYESOLT•SFASTEtt
THROUGH THE BOTTCLIANOA0-24 SIMPSON CLIPITS PLACED OVER TILE }'WFDGEAhT. ,kjXZ'RM-r WDh'UTY,'(21
r WASHER ISUSED TOFAS7FN THE EYE8OLTAKDSW-PSON CLIPIOGETHER
&IFNOFLOOP.BUtodlGISUSEPAKCuoRYn7HI'X3'wEOG'=MCHORBM'.EENEVERYWALLSMD
GENERAL NOTES E SPECIFICATIONS FOR AUGER ACHORS
;I .XbKri AhCHORSSMLSE'MOBLLEHOetE'TYPEt3OkELB(EYEAACHORM4RUFACT REOBYHOIEPIMEOF
erttSTCL� VA 7HeAVEPLWE HOLDWO PO'AER 13 HOT LESS THAN t
2. A,tCrioRiNG SYSTEr4 YO GROUJrb KFtLOCAL EUILDINO CODE(8YDEALER) LOCr.TEI.•xHOR SPiICC:G PER TA8LE 4.
8. EYEBOLTS SHALL BE PLACEDTHROUGH THE 80T7014 PLATEANDFLOORSYSYEM,
Shed Axtlor m to
Tablet concrelesta Tablet Runner Spacing
dIJp.f21Wj,j W A Da
200k1LF
w
Values from end of joist to center of (2) 4 x4 skids only. 13'S'vi,desheds have (4) sets of skids.
Support Fooling Pad Spacing For Single Yftde(SYQ or
Table 3 r7-w. %An ralrnAn
�rcral>il�al��:a>Qse
IE���t7a�i>r.�
Shed
Disc +M
a
n eTAf
a L'nne(
S¢e
W'
End ad
ax.Pad
'Io5'1
E
1 t
o
2, 9
I Iorill
S
4OU
0' '•
6'•0'in
2d 5
itorI
SW
0' to 3'
II or it
1: Pao spacing Is end to centerar pad
2. Pads other than end pad spacing is center to center
3.Usasamemaximum s cin for lnleriornxurera.
o= Pad ,mans. td Dad" hta efial
18: trite uaii ce N sand mix
4-x x 6' p I t-
III 16-x 16' AE fa rw s
Load v idth on ivnner
Based on 2.M PSF So-] Bearing Capadty(2,OOo PSF is typ.)
Notes:
1. Hdlow orsolld concrete blocks may be stacked on pads for t•Jgh catsup to 4W WRh out rainfomc ,2.
2ABS pad required on IV 8' 81T-8'vida buWNs oNy
Table 4a Anchor Sparing of Augur Type Anchors For Single Wide Sheds
rza
LWI
h PLF
E nc of -ax. ntenor ad
I3 '
Tow
-u o 19-0•
5.0
'•
8
139
10
IaDIB40 Anchonng Spacing of Auger Type Anchor For Double Wide Sheds
Concrete Slab byo9,ars SHEDW/SKHIATTACHEDANCHORED _ he ize h, Pl eW of ax. ntenor .a
LDeal Codes 8 )txisdictton 70 CONCRETE r •U'to 3'•0` 51•0' _
i;DDfY - 'Load width on runr,zr
-Location of end auger or slab anerw -
(1)� x5'(400Yuplift I- Anchor spatirg is exampfas:30'auger o f}' x 37 expansion WIS.
. fsL ANCHORNOTES:
ng)Lredgeanctprin!n ' L.NiGHORSPACING13BASEDONASCE7•10FORACATEZORY1.E/.'^LOSEOEVRAVGExP:G-
CortCfele,Slabalspaera 7-ALL LEASVREMENIASCVE ARE CENTER TO CENTER OF ANCHORS.
(per (able 2) a. THE Lono4UNI NUMBER OF ANCHOR IS(4).ONE Q EACH CORNER OFSTIED FOR SHEDS LESS tr7 tEtMT 7HAIL THE
Concrete Stab by o;heis VAX-WUM.
4.7HE M2WXJ-%f E00E OSiN.a'-'E FOR EXPANSION BOLTS 1s a (IMMETERS OR S'FOR A k EVAN&.00 OLT-
LocalCodesBit'risdcion 11•min-'-►---f nofdlawunterenk 5-NrCftO.R+Sl{ALL OE O.'15.-0E1yALl3 EJ!CEPTYrY.EH THE 5HED15 PLACE HEXTTOAt7 EY1$i1f.Yi SUitOItiG.WllitaCll CJ.SE
apply beet Ih=-gh 2X4' ANCHORS CAN eE PLACE ON E-0 WALL AS CLOSP AS POSSIBLE To SIDE WALLS
T GENERAL NOTES:
2'x4-bottomplate nailedto
2' x 6' p.t, base 1. ALL BUILDINGS 0 SO, FT. T0720 SO. FT, ARE F�fEt1PT FROM WGY4BORNE-DEBRIS IMPACT
STANDARD PER FLORIDA STATUTES.
Shed Y1ifh.Flwr Remove ArK3lored to Concrete 2 ALL. BUILDINGS FROM.O SO. FT. TO 400 SQ. FL FOR USE WITH ONE AND YWO FAMILY
scale: l }' = V.0' RESIDENCES ARE EXEMPT FROM DOOR HEIGHT REQUIREMENTS PER FBC.
3. ALL COMMERCIAL BUILDINGS AS WELL AS RESIDENTIAL BUILDINGS 401 SO-F7 OR GREATER
2' x 4' bottom plate - MUST COMPLY WITH THE V W DOOR HEIGHTAND THE MIMAND MAXYROTH REQUIREMENTS.
4. ALL BUILDINGS 403 SO. FT OR LESS WITH 72' DOOR HEIGHT ARE ACCESSORIESTO
2' x 2' square golvanized RESIDENTIAL STRUCTURES.
steetwashervilh}'nut tTBGplybcard 5.TH)SPLAN WAS DESIGNED PER THE FBCAND THE FSCR.
6. FASTENERS FOR ROOF AND WALLS SHALL BE SCOTS*TRUGRIP METAL TO WOOD FASTENERS
AND SHALL BE 9.15 X t' OR EQUAL W11'(tA1N.} THREAD PENETRATiON(IYP.)
7. GUTTERS TO BE INSTALLED ON SiTE BY OTHERS THROUGH LOCAL CODES.
T x 6 side ra1.
Forged Eye Scit or � Threaded Rod
>:- COupgng if Necessary for Level
Set
eyebott and anchor lxxted
x 12' Forged E 1
togethx w/I' x 2' and (2) Y�°I
2' x 2'.9aIv. vrashersan6 30' Hurricane AnctKrr
nut
,STRAP DETAILS
torn late oraz Agency Plan it SS1-2220 PSI R1
tom plate 9 Y •
r4' plybowd Construction Type V-li
Occupancy Storage
xBp.Lsrderax: Allowable floors 1
Wind'Velocity 180 mph Exp C
Floor Load Live - 75 psf
Floor Load Dead - 8 psf
Roof Load Live 20 psf
Roof Load Dead 5 psf
"R" Rating of Floor, Wall, and Roof 0,0,0
an' HELIX AUGERANCHOR
re table 4 for spq"
scale: nls.
SHED DESIGN LOAD REQUIREMENTS FOR THE
2010 FLORIDA BUILDING CODS
1 hereby certify that I have reviewed these plans along Y11th 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(SN-3)
or Were analyzed using the VBl( Stress Design. All materials and components Comply wifli 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 N).P_H.
(3 second gust) WINDLOADS
DESIGN PRESSURE ROOF VIALS
DESIGN CRITERIA FLOOR LIVE LOAD 75 PS F - (r) •) «
BUILOING CATEGORY f FLOOR DEAD LOAD 8PSF d30 d" 4 . 5 34.
BUILDI`7G TYPE ACCESSARY STRUCTURE ROOF LIVE LOAD 20 PSF
CONSTRUCTIONTYPE VB iN K-,-- PRESS IRE C EFFIC:ENT +)-0.18 r
EXPOSURE C t
WINDNI�OCfFY 186MP.H. i
ALLO'NA9LE rf OF FLOORS 1 `
FIRE RATING NIA
ENCL ROOFHLASSIFICATION ENCLOSED
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