HomeMy WebLinkAboutSUBMITTED PAPERSDate:
Fee Due:
Permit #
"-r
Planning & Development Services
Building & Code Regulations Division %9C
2300 Virginia Ave. St
Fort Pierce, FL 34982 .4
(772)462-1553 "Cie cout�tp
SPECIALTY PERMIT APPLICATION
0 Electrical 0 Plumbing 0 ItVAC 0 Fence
0 Shed 0 Demolition 0 Gas 0 Siding
Seepage 2for instructions and additionalpaperwork requiredfor specialty permits
. V
1. Location/Site Address: u\��Va G - V-�
2. Parcel tD Number: 41 V�) "U'3. I n - C) � �)'A —TJ16
f
Only
Section
Township
Range
mp rage
JIM
I
3. Complete Description or Project or Work' 0
4. Owners Information 5. Contractors Information
FL Reg/Cert #:
Name:
Address: County Cert#:
City: <- CCV— State: Business Name:
21!
z
zip: Phone: Phone:
6. Value of Construction: S A
pplication is correct and that all done in
OWNER'S AIFFIDAVFF: I certify that all of the rmation contained in this a
compliance with all applicable laws rn! nstruction and zoningi
V,
�J-GNATURE QF OWNER OR CONTRACTOIC
PRINT OWNER OR CONTRACTOR NAME g 5-,
z--T
fp 'Co" M
STATE OF FLORIDA, COUNTY OF - <V 5
AC"OWLEDGED BEFORE NIE TIHS DAY OF 20_411_, BY
WHO IS PERSONALLY KNOWN TO ME OR WHO RAS PROE�UCED �2
AS IDENTIFICATION.
-16 1 J�'�Pkkb7
�I—GNATURT OF NOTARY 0 OR PRINT ARY
coNMSSION NUh4BER
NOTICE TO OWNER: FAILURE To RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS To YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITTI YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
EXEMPT: A/C-IIEAT REPLACEMENT WITH CONTRACT UNDER Well.
NOTICE TO OWNER: FAILURE tECORD A NOTICE OF COMMENCEMENT N RESULT IN YOUR PAYING TWICE FOR
WROVEmr,nTS TO YOUR PROPERTY. IF YOU INTENI OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMIENCEMENT-
EXEMPT: A/C -HEAT REPLACEMEW WMCONTRACT UNDER $5,000-
INSTRUCT(ONS
Please complete all information in the space provided. All information must be printed (use black or blue ink
only) or typed. This permit application is to be used only for those activities that are not otherwise included
under a primary building permit. This application may not be used for any activity that includes structural
alteration. The information to be provided with this application includes:
1. Location/Site Address
2. Parcel ED Number
3. Description of Project or Work Activity
4. Owner Information
5. Contractor Information
6. Value of Construction
Indicate the street address or general location of
property where the building activity is taking place.
Indicate the tax identification number of the
property where the building activity is taking place.
Fully describe the activity to take place.
Indicate the name and address of the owner of the
property on which activity is taking place.
indicate the State of Florida registration number (if
applicable), St. Lucie County contractor license
number and the name of the business doing the
work.
Indicate the total value of the work to take place.
Total cost of construction includes all current retail
material and labor costs associated with the
building/construction activity. Construction value is
used to determine the permit fee. 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.
[3 Gas Attach 2 piping schematics with tank size,location, and BTU of each appliance
0 Shed: Attach 2 plot plans, 2 copies of DCA letter and plans, 2 anchor specifications
0 Fence Attach 2 plot plans showing location of fence height of fence and type of fence
0 Siding Attach 2 copies of manufactures specifications
0 HVAC Attach 2 residential energy studies, 2 manual J calculations. 2 sets of duct layouts for
new system or full replacement
This application can be submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce,
FL 34982. All permit applications must be filled out completely before submission. No applications will be
accepted for processing after 4:30 P.M. For assistance in completing this application, please call (772)
462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday.
NOTE.- Emergency electric service change out inspections will not be performed after 3:00 PM without
special arrangements and additional fee paid.
Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261.
C
ST. LUCIE COUNTY
BUILDING & ZONING
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
561-462-1553
FILLED LANDS AFFIDAVIT
1, the undersigned, am the owner of the following described property:
ujnA k��kok Q:�- �6�k N(�k(�'\
(Tax ID/Legal description/AdjIM I
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
STATE OF FLORIDA, COUNTY OF
-2,-ID
Prope4 Owner Sigmature Date
ACKNOWLEDGED BEFORE ME THIS DAY OF 29/0
ji WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED
ri, I— I — — el
C f — AS IDENTIFICATION. \&O
A
SIGNATURE OF NOTARY
NOTARY PUBLIC TITLE
TYPE 130 PRINT NAME OF NOfARY
(SEAL)
COMMISSION NUMBER
AUDREY Ia. HUmPHREY
My (-OMMISSiON # DD a
7
EXPIRES ftch 6 2011
dThruNoja�Pubhr UnderwOl"
f>i�Ljovy
Fage i ot i
Saint Lucie County, Florida
Property Appraiser's - Internet Mapping Print Service
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St. Lucie County
Building & Zoning Department
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 WQ64�
I understand that the building official and inspectors are not there to design or give advice on h o meet
the minimum code. IWWtial
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 41�9�
1 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�fi bl �fo the
cost of the license. Initia
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 relalgd medical
cost, which could include loss of wages during recovery from their injury. Initia — -
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 exem tion shall be reported by the Building and
4'07dZo ' Departme^to the Florida State Department of Profession egu 'on. Signed and ackno ged on this
ay of (% VA-66:f of 20 _LD
— U n I r
STATE OF FLORIDA
COUNTY OF cgq_A��
The for iiag .-ristWumen't- ,--s m-11-c-owled ed bbefor'. me this
C5L day of 20
by ryi I who is personally known — ffe/rne, or who has
as identification.
produced
Signature of Notary Type or Phnt Name IvNotary' (Sea])
Title: NoM Public Commission Number
— A L—DREY&HUMPHREY
6 # DD 331477
U
My COMMISS 6
E 18 S. 011
XPIRES: Marcn t5
XPIRES: March 6,2011
,11i, Ulz�vel,] mn
1�1101VYP, �62
434 EXP E . M r�6.
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my comMISSION DD 633047
FILE COPY
STATE OF F-ORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
"Dedicated to making Florida a better place to call horne"
CHARLIE CRIST
Go,jeT.or
October 1, 2007
THOMAS G, PELHAM
Sarroiary
Mr. Alex G. Mar -tons
I
Superior Sheds, Inc.
2323 S. Volusia Avenue
Orange City, F1, 32763
P'E: Manufacturer Renewal of Certification, ID MAr-1367 - - Expiration Date� November 09, 2010
Dear Mr, M rtens:
It is 'my pleasure to inforrn you that 5upen ed c, - OC located at 2323 S.�oLusi'j _Ave. -n e
C;t factured (Modular) Buildings Program, as provided
32763, has been approved under the Manu I
for under Chapter 553, Part 1, Florida Statutes, for the manufacture of J—�grgge She�jj and ULiht:N-Wi��.
Buildings for instal'ation in Florida.
Design and production of the buildings must be approved for compliance with the current"Flor�ida
Building Code (FBC) by your selected Third Party Agency before manufacturing begins. Your -Third
Pany Agency is a contractor to the Department and has statutory authority and regponsibilities thAt they
must comply with to maintain their approved status. Fxpect and demand quality plans review and
inspections.
Each F13C change will make your plans obsolete until they have been reviewed, approved and so
indicated [on the cover page of the plans] for compliance with the FBC by your Third Party Agency for
plans review. Please ensure tba! your plans are in compliance and properly posted on our website to
avoid embarrassing woric st
I Oppages in the pennitting process, All site related installation issues arc
subJect to the local authority having jurisdiction.
unaiTnounced InOnitOring visits by the Departmcnt's contractor Will be made at least� annually. Complete
"ceess to Your manufact—ning facility and records is mandatory to remain -cona-pl-.'aw with the niles aTIO,
regulations 01fthis program. I
Please visit our website at WWw.floridab
Manufactured �Ll� to set valuable inforrnaltion on the Florida
Buildings Program. A COPY Of this letcr must accompany applications for ocal building
Chael D, Ashworth
Mar"Ufactilred Buildings Program Mianager
Cc: Danny Kennemtjr. NDI
2!155 SHUMARD OAK 13ouLEVARO
phon$: 860-4 86-64661SUNCOM 278-a466 TALLAHASSEE, FL 32399-2100
Wabsite: N"V Fax: 850-921.078"/SUNCOM 291-078',
—INING
Pllenm� 1150-488-2358jSUNCOM 278 . .2310 AREAS OF CRITICAL. STATE CONCERN FIRLD OFFICE
Fax: aSCABB-3309/SU Phone: 3015�289.2402 HOUSING ANO COMMLIN" DEVR�opVE NT
Ncoh" 278-330B Fax; 305-280.2.142 PnQnS: B!0-468-795i3/SUNCOk4 2784956
Fax: 850-922-5623ISliNCOM 292-5323
ANINWerty Appraiser - St.Lucie County, FL
Fage t ot I
PKOPERTY'REcbRD CARD
Timothy A Ward Record: I of I
<<Prev Next >> Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
\jk�C I E 00
Site Address: 6014 ROLAND CT
ParcellD:
1 1ANOMW461""
Sec/Town/Range: 02:34S:39E
Account*
3963
Map 10: 13/02S
Land Use:
SF Res
Zoning: RS-4
City/Cnty:
St Lucie County
A'
Ownership and Mailing
Legal Description
Owner: Timothy A Ward Audrey L
Ward
TION NO 11- 0
Address: 6014 Roland Ct
Fort Pierce FL 34951
Sales Information
Assessment 2009 Final Total Land and
Building
Date Price Code Deed
Book/Page
2009 Final: 92700 Land Value:
9200 Acres: 0.24
8/2711999 83000 00 WD
1248/1391
Assessed: 92700 Building Value:
83500
1/5/1988 72600 00 WD
0618/1137
Ag.Credit: 0 Finished Area:
1441 SqFt
Exempt: 50000
Taxable: 42700
Taxes: 1029.62
BUILDING INFORMATION
Exterior Features
View:
RoofCover:
SA - Asph Shingle
RoofStruct:
HP - Hip
ExtType: HC- - HC-
YearBlt:
1988
Frame:
Grade: C_ - C_
EffYrBIt:
1988
PrimeWall:
BS - CB Stucco
StoryHght: 0010 - 1 Story
No.Units:
I
SecWall:
Interior Features
BedRooms: 3
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath: 2
HeatType:
FHA - FrcdHotAir
AvgHt/Fl:
STID
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. Land Use
Type
Measure
3CNT -3CNT S I
I AV AV
1988 1 0100-SF Res
BI -Front Ft
87
SWAV - RES POOL AVG Y 1
420 AV AV
2000
Depth
119.9
ENC2 POOL ENC-AVG Y 1 989 AV AV 2000
PA01 POOL DK-AVG Y 1 569 AV AV 2000
SDSF SITE DEV S-F Y 1 1 AV AV 2001
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
I � (?_3
http://www.paslc.org/prc.asp?prclid=l 30281001070007 8/2/2010
1 4 BRIDGING
2 x 4 SENT T`YP.)
1 4 BFUDGING
WINDOW OPENING
SEE DETAIL BELOW
2 X 4 BOTTOM PLATE
314* PLYWOOD FLOOR
HURRICANE ANCHORS (TYP.)
USE SIMPSON LSTA-18
W1 M4 - I&I NAILS
2 6 SIDERAIL
9
�u
>
WALL ANCHOR DETAIL
SCALE: N.Ta
sly T MAX LENGTH
2. C r
MAX JOIST SPACING
FLOOR FRAMING PLAN
SCALE 1/4-1,41'
Z-0,
[so ETRICOFSHED
SCALE: N T.S,
SIDE ELEVATION WITH DOORS & WINDOWS
SCALE: 19- I-(r
7-01
(TYP)
SEE SIDE ELEVATION WITH DOORS WINDOWS FOR INFORMATION NOT SHOWN
SIDE ELEVATION
SCALE: IJ4- I'-G*
+
N
L
P
EAVE
ROOF
ku (Typ.)
Im 910I.G
4 x 4 RUNNER
Z,6 P.T.P. PLATES FOR SHEDS
OVER iff IN LENGTH
314' PLYWOOD FLOWING
4 X4 RUNNER
2. 4 BOTTOM PLATE (TYP. ALL
AROUND)
2 . 6 SENT (TYP.) (SEE SIDE
WALL ELEVATION)
WINDOW I DOOR HEADER
2 . 4 HEADER
2 x 4SENT Tm-)
1 x 4 BRIDGING
2x4SIU-
2 x A BOrrOM PLATE
SEE DETAILS FOR
CONNECTION
I x 4 BRIDGING
2 x A BENT(TYP.)
I x 4 WIND BRACE (TYP.) AT
FOUR CORNERS 17-0"MOE
OR GREATER
2 x 4 BOTTOM PLATE
SEE DETAILS FOR
CONNECTION
G F I. OUTLET WIRING DIAGRAM
(OPTIONAL ELECTRIC)
G SCALE, N.T.5
.. I -..- c- I .. -,-. F "A
(2)-2 x 6 STUD ADDED WHEN
GARAGE DOOR INSTALLED
MAX WDTHT-0- FOR
ENTRANCE COORS WIDTH Jr.
a 7 F
OR GARAGE UUUl-
OCUBLE DOORS 6
P.T.P. 4 x 4 CONNECT FLOOR
JOIST TO RUNNER W!
SIMPSON KS24
(2� 2 x 4 SPRUCE HEADER &
(2)- 2W 92 PINE EACH SIDE
NON LOAD BEARING WHEN
GARAGE DOOR INSTALLED
- I 14 8R]OGNG a SENT gyp)
20 GAUGE 3* x 5* GALV. PRESS
- PLATES t7) PER CONNECTION
5
TYPICAL SLOPE AT KNEE
12JOINT OF SENT
I lt 4 BRIDGING Q BENT T`YP.)
2 x 4 SENT FRAMES
CONNECTED W/ 10d COMMON
O.C.
2 x 4 BOTTOM PLA7-E
SEE ATTACHMENT DETAILS
FOR INFORMATION NOT SHOWN SEE END ELEVATION
END ELFIATION WITH DOOR TWO SIOD MODELS
SCALE, 114' - I*-T
2.4 HEADER
12 5
J
1 x4 BRIDGING
in
,uVARIE
5
2 x 4 SENT (TYP.)
TYP. SLOPE AT KNEE JOINT OF
12
BE
I x4 BRIDGING.
2 x 4 STUD ITYP)
314* PLYWOOD FLOOR OVER
TYR)
2. 6 P.TP.
SEE ATTACHMENT DETAILS
A
VARIES
2 . 4 BENT
20 GA 3'x 5'GALV. "LED
PLATES (2) PER CONNECTION
FOR HEADER USE 8d COMMON
SIMPSON TP35 PLATE W1 III)
10d . I-11T NAILS THRU INTO
(2) ZXA W1 V2- P LYWOCID
HEADER W/ (S) 10d z 3* L 0
SPACER OR Al,4 ' I PIN
SIMPSON HS-24 W1 S&S 16d
NAILS 0 2x4 FRAME
TYPE I SEC ZU HEADER
SCALE. I IrT 1'4'
2 4 BENT
20 CA, 3"x S'GALV. !,ALED
PLATES (2) PER CONNECTION
FORREADER USE So COMMON
4X4 12 PINE, 2X4 NAILED TO
SIMPSON TP35 PLATE W1 (8)
-8O17OMv1q(2)#I6dCC1MMCN
I0dxI.If2'NAILSTKRUINrO
NAILS a 16- D.C.
HEADER W1 (5) 1 Od x 3' MAIL @
EACH END
SIMPSON HS-24 STRAP
INTERMEDIATE FRAMES OR
HEADERS Wr 4&4 15d NAILS a
2X4 FRAME
TYPE 11 SECTION THRU HEADER
SCALZ-- 1-1/2* 1.0'
2* x 2SCUARE WASHERS
/ r_ 3IIr 12* BOLT Wf (21 WASHERS
31r x a, FORGED EYEBOLT
L NUT (A.24 OR EOI)
SIMPSON X24 STRAP
(1,22000 UPLIFT)
SIMPSON HS-24
(1) VS'..r (1,2" UPLIFT
FOR INFORMATION NOT SHOWN SEE END ELEVATION WITH DOOR
RATING) EXPANSION BOLT OR
WEDGE ANCHOR NTCSIA8 a
END ELEVATION FOUR SKID MODELS
_SPACING (PER TABLE 1)
SCALE, IW - I-(r
Ac' md admtem-, Cddtn arve
SHED W1 MID ATTACHED ACHORED TO CONCRETE
Adhen " To the follemim r7r4eanm:
SCALE. I -IX V-0*
OUTS$ E WIDTHS.
'fr-r. 17.6% 1"
;lip
convy7ictfor T,
(1) 315'x S* (4000 UPLIFT
RATING) WEDGE ANCHC
B. 9-W. I
I
0':='-1zrif7y
INTO CONCRETE SLAB AT
SPACING
---
APt-waofe 0 !hxt--
(PER TABLE 1)
vy"r* vm1=1tv
NOTCH OR COUNTER SINK
BOLT THRU 2 x 4
Fire iiar'v af Z�-'L 'T..' '12 C'-
lArrMIN.
FICA ar '�;j
2 X 4 BOTTOM PLATE NAILED
-
'vlaw Ficaf 1"ciT,
T02.68ASE
r���
&A
SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE
ALMWNTEI ir AW�-X-;M Wr N-WMI;=
SCALE. 1-112- I*-T
b-Im
FORGED EYE BOLT OR mr
4
SINGLE 'MOE ARCH W/ OVERHANG
THREADED ROD W1
2*0 OR2'x SQUAREGALV.
STEEL WASrw-RS
SCALE. 1/4'- 1'-0*
M0001 . CAPACITY) LPUFT
SEE STRAP DETAIL
DOOR CONSTRUCTION
(OPTIONAL)
12" HYDROVENT DETAIL
SCALE: 1'- 1'-0'
2. T PRESS PLATES BOTH
SIDES ALL JOINTS
2X4 CONSTRUCTION
ALUMINUMODO SIGNON
FRONT A BACK
$2 P.T�P. 2 4 FRAME FRAME
(TYP)
12- M* X 12-114* ROUGH
OPENING
REMOVE 12-1/4'OF $2 P.TP
2 X 4 BOTTOM PLATE
3/4' P.T.P. FLOOR
SIMPSON HS�
TYPE I OR 11 CONCRETE PA
W1 BLOCKING AS REQUIRE
IrT x 4' FORGED EYE SOL
SHED W1 SVJD ATTACHED
SCALE I lfr I-T
Vzic
SET UP AND INSTALLATION 0 = SINGLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATICN ON SCHEDULE a P.V.Q TO ALLOW FOR
MOVEMENT TO PLUM OR SCUARE UNIT TO HOUSE. FENCE. PROPERTY UNE. ETC.
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE
BUILDING IS BLOCKED ON HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS
BROUGHT UP TO LEVEL AND BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP
TO LEVEL. BLOCKED. AND THEN SHIMMED.
3 AFTER THE allILDING IS LEIIEL,.MCRE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING.
4, ANCHORPLACEMENTISESTAILISHEO-WI-C UIL ING- CLESARE PILLED
F3 0 R 0
THROUGH THE 2 x 4 BOTTOM PLATE WITH IWAUGER SIT AND THE EYEBOLT IS FASTENED
INTO PLACE- THE ROLE IS DUG FOR 30' EARTH ANCHOR AND BACK FILLED. THE EYESOLT
AND AUGER ANCHOR ARE FASTENED WITH Irr . ZBCL7-
5- IF U IT IS TO BEATTACHEDTO CONCRETE SLAB. THE BUILDING IS SET ON SLAB SHIMMED
Up TO LEVEL A 318* ROLE IS DRILLED WITH KAMMER DRILL INTO CONCRETE I-Irr OF, PJIM
JCIIST� _
.YEBCL_
THE , IS FASTENED THROUGH BOTTOM PLATE AND AN V BRACKET OR
SIMPSON STRAPAS PLACED OVER THE YW WEDGE ANCHOR. A 1/2'x r BOLT IS THEN
FASTENED THROUGH THE E-YE3CLTANO `L'BRACKET.
6. IF NO FLOOR UNIT BUILDING IS USED, ANCHOR WITH 313'. 5'WEOGE ANCHOR CENTERED
BETWEEN EVERY WALL STUD.
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1. Building anchm shelf be'rnobas horne' type 40 single how Ilya auger ancrom manulactured by Shia Camt of Faserno'L OR
MI-inall-W-PA2.00000reQuillal-L
Z A:Cho,N SysUirn to ground per local buidmV code (by deatell 1-ocare anchors par Table 4 through the bonom plate.
3- Anchom shelf be placed duclugh the bottom plate and foor systern
Table 1
Shad Anconing to C�w Slat, Tab-. 2
RunnerSpacing
Shad WAM
Uplifti/WS,10/21FShed
Anchor S-9 I Side
S .0 w4m
X!
IX-0
S L
1 4.3'
14*-T
V-10 Mr
� Z-0-
340 # � UP
". _
I T aw
2%6 fir
0'-T
00 a LF
S!-T
ITT
I, 1fr
ir-T
160 * I LF
7-6*
v
Vwu�ftm�ot)owto�mmof(2)4X43kiftoNy. 14--Tntdeshedsh�(4)w%crfs1dd&
Tab.. 3
Support Fooring Pad Spacing for Ruane, Blocking For SkVa w Double Wide Shaft
X2
X3
-6 1t2'
S*-II-
61-11-
MX2
-
6,11.
-
T-61
-
Shed
I pad
End Pad
ISideRuncer
I Imanor
I ',as Runner
'. yp.
Sq.
Type
Lvr - PLF
End Pad
Max Spacing
14
SW I DW
4.151332
I.T.0,
6�81
1936*
If or 111
1 187"
-IT
SWIDW
--
2.STi 205
0 In 3*-V
81.0,
14350
9
1540#
iz
Sw
6.WI480
0 W.T-0*
5*40
25580
11 .$1:
NEW
for
SIN
&W1,00
0 w T-0-
IT-cr
24
flartf
-
wll
a,
Sw
4.00* / 320
20290
11.111
z'IJ*
If or R
N.M.:
1. Pad spackig is and to cenlier of pad.
2. Pace mar then and parts sphang is carueur to pente,
3. Use saire rnax. spacing for interior runner,
Type
Pad Okners-
I M" Load-
M
2-! 11'. 16'
1 1 .778*
j-ta1bloc%q,WityceirenI&sard-
4' 8, x 9,
3.500 0
1concrar. N- 0-it, .-I & -d rnor
111
16'.16,
1 3.950*
JABSO-pade
Based an 2=0 PSF allonable sod pressues, Sw pressure shall be vaided by fimd penabrneser rest w soils tab apom Clieck ,mb
engineer If scil pressenI is law than 2.000 PSF.
1 . Haro,, or sifid conicnaM blocks my to stacked! on pace for high sats up U, 48- rnio. wfth but nInfivong-
Z Puldleclundon IZIL 14*�ndsshaclepcey.
Tal
Anchor Sp-ng OtA.9ar Type Atichave For Single Wide Sheds
F
35- -Eye Auger AAchor w 35- ED Corer ZZW7
Shad Size
LW
UpIft PLF
End Anchor - M- ..- Sp.ong
14'-0'
TW
243
Lo T-1,
1
p�o YT.0;
In 0
I a..
139 1
1*-(rtoT.0' 1 1 ZT. 1
Tabk,41, Arucrot Spaong Of Auger Type Anchors For Couple Wide Sheds
1 ShedSiz LW` jUorNPLF
FE;d
zv� a ju.w ." 1 1
Load vAdth of uplift on runtims,
Lool -9 and aug- re Sea
bid,
Anchor spacing eir-pe, 3T sugar or 3tr,, 2-W4'.p-zkst bass.
r x r BOLT W? (2) WASHERS
NUT
N.M.
.000 - SHEAR CAPACITY)
1. Anchor spacing is based on 3 second ,no gusit at 15D MPH par ASCE 7-M Categary'C%
Importance Factorl).77. 61daim Bud&qL N.I.P.C. - 0-Ift.
RADE
7 AD�AsMabme��Wto�wotand�
3. The mininum burrow of sugar anchors a (4� (1) @ each cones of shed for shads less, in
InqIh Me. the .--
4. The aunarmun edge distance, for sipartsion bola a 8 d-iibers or V for 3V eqpansion
bass.
S. Anchors Shelf be W side waft accept ,,hein Shad 4 Placed riant In SWAN builkeig, In *NCh
archors peril be paced on mW ""M - close to aid. as passable.
6. Farmanam for-fand m. sharl be SWMOD TwGnp- mistiS to wood fasteners shal be
9-15XVivernimi.
NDI
SHED DESIGN LOAD REQUIREMENTS FOR
THE 2007 FLORIDA BUILDING CODE WITH 2009 SUPPLEMENTS
LARE 'A"'
STEEL WASH ERS AO
PROVED'%.--Ow,-,2dp.,�...�,.XK,,V-2),I
Par ASCE 7-05 6.5.10 Table 6.3
L) On U -4 A
Kz - 0.85 Exposurs'C% K= - 1.0
Kd-0.85;1-0. ;V-ISDMPH
Aj 1vj&JT
cla, = 31.95 PSF
FORGED EYE BOLT OR 1fZ'
I hereby C.Ady Met I h- --md these plans alang -th al vu, bulduv nenumbi and
THREADED ROD
cornponevirs -ad in the -nufaclunng of he Iliedr. The thererals and oarrig-ra can.
hm Amudis Produca Appicraf as required by Florida augdingl Rue (Chapter
Irr COUPLING
98-7-2) or i,era analyzed using Ih. Agowable Bases Design. AN musnam, and cornponents
corroy vAth The 2W7 Floods Building Code Wth 200 Supplannarrus & The 2008 KEC, for a
Irr x I IIT BOLT W? (2)
15D MPH wind valooW. -ch, primsture of 31.95 PSF, I - 0.77. En,:Rased 3u4dM Expristas,
WASHERS (7-WOS - SHEAR
or *C'ard N P.C. - 0. 1&, Rod U Load - 20 PSF. Design P
j Rod L
CAPACITY)
LOW . 20 PSF. Ficar Dud Load - 5 PSF. Floar Uve Load - 75 PSF. Ffom� Dead I.Dad 5 PSF
Main Wind Force Resatin Systara,
Irr x 4' FORGED EYE SOLT
HURRICANE ANCHOR
Plan No.
I NIA 129.9412524
[ 20. ii,
Corroorwrim &
Caddina Desm
(Efferahel Pressures IPSF)
sullug;
5
OEM
0=912002
lilasnoaz
9110=03
Zfl&2004
1017912061
11105.7004
121281700A
0.211119,20115
11109120m
OZ12712006
10=006
11104 00a
0=1=9
lb"22r2m
-j
LU
0 IN
2 CN
LU
0
U.]
(D u
d
z
7. . I
U)
OIR
Uj
0;,,
(L
%
j Is
a:
�je.
15
11
C3
I
mi� -1
2 1 ig
2
p;
SINGLE HELIX AUGER ANCH&
SEE TABLE � FOR SPAC:.NG
CORAL EYE AUGER ANCHOR
4�47-�22=--