131 Country Club Cir - BR08-000733 (NEW SHED REPLACEMENT) DOCUMENTSCITY OF:SANFORaPERMIT APPLICATION RECEIVED
Application # : (J tJ Submittal Date: _ 0,!a 6 ff JAN 2 R 008
Job Address: 131 (oun yin + (V(,4b Value of Work: $ /g`l0. 0U
Parcel ID: ,
n, VII
Zoning: Historic' District:
Description of Work: lUA) S '-irr n10 C Drnen Square Footage: 10D
Permit Type: Building] Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign
Electrical: New Service — # of AMPS Addition/Alteration, Change of Service Temporary Pole
Mechanical: Residential Non -Residential. Q. Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential Commercial
Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s):
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required )
too ............... ................................. .......................
Property Owner: Q L STD i l0 V .cc Contractor: n 01- S11122,2
Address: l CoAddress: Phone:
q0_+-3a(443 92- E-mail: Phone: v State License Number: Bonding
Company: Address:
Architect/
Engineer: Address:
Plan
Review Contact Person: Phone: Mortgage
Lender: Address:
Phone:
Fax:
Fax:
E-mail: Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance
of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR
CONDITIONERS, etc. OWNER'
S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction
and zoning. 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 JOB SITE BEFORE THE FIRST
INSPECTION. IF.YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE
OF COMMENCEMENT. N
T1 : In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this
county, and there maybe additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance
of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Offaua &
g, Signature of
Owner/Agent T— Date Signature of Contractor/Agent Date s Name
Signature of
NotaryState of Florida Date MY CQMMISSION 0
DD629096 'e EXPIRES: February 25,
2011 eOF F` FI.
Notary Discount Assoc. co, R 1-80C-3-NOTARY Owner/Agent is
onally Known to Me or Produced ID APPROVALS:
ZONING: P" /
ffI I. 31 UTIL: FD: Print Contractor/Agent'
s Name Signature of Notary -
State of Florida Date Contractor/Agent is _
Personally Known to Me or Produced ID ENO:
BLDG: Special
Conditions: Rev
07.07
Seminole County Property Appraiser Get Informatic4l by Parcel Number Page 1 of 2
DAYID
1468
LLO)A
2008 WORKING VALUE SUMMARY
Value Method: Market
GENERAL
Number of Buildings: 1
Parcel Id: 35-19-30-521-0600-0280
Depreciated Bldg Value: 60,370
Owner: GLOVER DELISA
Depreciated EXFT Value: 3,379
Mailing Address: 131 COUNTRY CLUB CIR Land Value (Market): 32,000
City,State,ZipCode: SANFORD FL 32771 Land Value Ag: 0
Property Address: 131 COUNTRY CLUB CIR SANFORD 32771 Just/Market Value. 95,749
Subdivision Name: COUNTRY CLUB MANOR UNIT 2
Assessed Value (SOH): 58,424
Tax District: S1-SANFORD
Exempt Value: 25,000
Exemptions: 00-HOMESTEAD (2004)
Taxable Value: 33,424
Dor: 01-SINGLE FAMILY
Tax Estimator
Tax Reform Calculator
SALES
Deed Date Book Page Amount Vac/Imp Qualified
WARRANTY DEED 08/2003 04977 1673 $69,000 Improved Yes
CORRECTIVE DEED 02/2003 04719 0186 $100 Improved No 2007 VALUE SUMMARY
WARRANTY DEED 10/2002 04575 1642 $55,600 Improved Yes Tax Amount(without SOH): $1,395
SPECIAL 01/1994 02720 1574 $39,300 Improved No 2007 Tax Bill Amount: $597
WARRANTY DEED
Save Our Homes (SOH) Savings: $798
SPECIAL
WARRANTY DEED
09/1993 02650 0600 $100 Improved No 2007 Taxable Value: $31,999
CERTIFICATE OF DOES NOT INCLUDE NON -AD VALOREM
TITLE
r07/1993 02619 1040 $54,700 Improvedp No ASSESSMENTS
WARRANTY DEED 02/1990 02157 0564 $46,400 Improved Yes
WARRANTY DEED 03/1983 01446 1698 $25,000 Improved Yes
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION
Land Assess Land Unit Land PLATS:,Pick -
Method
Frontage Depth
Units . Price Value
LEG LOT 28 BLK B COUNTRY CLUB MANOR
LOT 0 0 1.000 32,000.00 $32,000 UNIT 2 PB 11 PG 100
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value
Est. Cost
New
1
SINGLE
FAMILY
1958 3 720 1,164 720 BLOCKCONC $60,370 $86,243
Appendage / Sgft OPEN PORCH UNFINISHED / 70
Appendage / Sgft CARPORT UNFINISHED / 220
Appendage / Sgft ENCLOSED PORCH UNFINISHED / 99
Appendage / Sgft UTILITY UNFINISHED / 55
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
re web.seminole_county_title?parcel=3519305210B000280&cpad=country%20club&cpad_1/28/2008
4 w
c
Permit #: Project Name:
08-733 1 Shed / Utility / Storage Bldg. 10 x 10
Address:
131 Country Club Circle
Plans Reviewed By:
Richard Denman 02/18/2008 407-330-5656
The Permit is Subject To The Following Comments
THE FOLLOWING ARE STANDARD COMMENTS:
Notice: In addition to the requirements of the Permit, there may be additional restrictions
applicable to this property that may found in the Public Records of this County and
there may be additional Permits required from other Governmental entities such as Water
Management Districts,, State Agencies or Federal Agencies.
1. Any connections that may be hidden during the installation shall be inspected prior to covering.
2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent
location and protected from against the elements until all inspections are complete.
3. All permits require final inspection. Failure to do so may result in charges being filed with
the Department of Business And Professional lZegulation.
4. Permits shall expire if work has not begun within six months of date of issuance.
5. All 2004 Florida Building Codes are to be complied with.
WARNING TO OWNER: YOUR 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 YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES..
PERMIT #
DAiE:
s
s. _- w
E
STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
Dedicated to making Florida a better place to call home"
CHARLIE CRIST
Govemor
October 1, 2007
Mr. Alex G. Martens
Superior Sheds, Inc.
2323 S. Volusia Avenue
Orange City, FL 32763
THOMAS a PELHAM
Secretary
JA RS1
RE: Manufacturer Renewal of Certification, ID MAF-1367 - - Expiration Date: November 09, 2010
Dear Mr. ens.
It is my pleasure to inform you that Superior Sheds, Inc. - OC located at 2323 S. Volusia Ave, Orange
City, FL 32763, has been approved under the Manufactured (Modular) Buildings Program, as provided
for under Chapter 553, Part I, Florida Statutes, for the manufacture of Storage Sheds and Utility-Misc.
Buildings for installation in Florida.
Design and production of the buildings must be approved for compliance with the current Florida
Building Code (FBC) by your selected Third Party Agency before manufacturing begins. Your Third
Party Agency is a contractor to the Department and has statutory authority and responsibilities that they
must comply with to maintain their approved status. Expect and demand quality plans review and
inspections.
Each FBC 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 that your plans are in compliance and properly posted on our website to
avoid embarrassing work stoppages in the permitting process. All site related installation issues are
subject to the local authority having jurisdiction.
4 -
Uriar pounced monitoring visits by the Department's contractor will be made at least- annually. Complete
access to your manufacturing facility and records is mandatory to remain -cnripliant with the rules and
regulations of this program.
Please visit our website at www.floridabuilding.org to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications forlocal building
permits.
Sincerely,
Ifthael D. Ashworth
Manufactured Buildings Program Manager
Cc: Danny Kennemur, NDI
F RMIT #
DATE:
2555 SHUMARD OAK BOULEVARD TALLAHASSEE, FL 32399-2100
Phone: 850-488-8466/SUNCOM 278-8466 Fax: 850-921-0781/SUNCOM 291-0781
Website: www.dca.state.fl.us
COMMUNITY PLANNING AREAS OF CRITICAL STATE CONCERN FIELD OFFICE HOUSING AND COMMUNITY DEVELOPMENT
Legal Description
Lot 28, Block B, COUNTRY CLUB MANOR UNIT 2, according to the
plat thereof, as recorded in Plat.Book 11, Page(s) 100, of the Public
Records of Seminole County, FL.
Community number: 126294 Panel:.0045
Suffix: E F.LR.M. Date: 411711995 Flood Zone: X
Date offield work: 81512003 Completion Date: 81512003
Certified to:
Delisa Glover; Eagle Title & Abstract Corp.; National Title Insurance
of New York, Inc.; Wells Fargo Home Mortgage, its' successors andlor
i
assigns.
SCALE: 1" = 30'
FIR; 112'
o`Q`l OFf
r1R 112
2
V9if F?aN N-iji') .7AI614' 1
LOT ! r/
o
S.J t'55 JO'W. . J¢.00'(P) Pt
S.'31'55 34"W. 35.00'(M) ;LOT 2 ai-»ro
1
L1N£ LOON - •
7'£ASEhf£N7:. I FIR
60
g o 4i
g o
ONE STORY
t.J'
o I COV
30.0, i CONC
tri A. u
4
y1 / ,
I
c
Yq•.
j'j
I CTv tA (
1(
0 / 1
LOT ? y LOT ' 8ANF UETAI,
S
t , jSHED
1plj 4LJ'
2•
v Rf5lOFNC£
H
iJ! W
n
2
2
I FIR'
1/2- I IR I/7" x-
x- x- x- x- x- X- x- x- X- X- x- X•J N.
J1.55'JO E. 61.90'(M) N.
J1'55J0•£. 65.;00'(P) COUNTRY
CLUB CIRCLE 607+/
w LEGEND
Wood
Fence CATV Cable Riser M.H. Manhole x-
x- Wire Fence W.M. Water Meter N.T.S. Not to Scale F.
N. Found Nail TEL. Telephone Facilities O.R. Official Records Property
Comer Covered Area O.R.B. Official Records Book R.
Record BA. Bearing Reference P.C.P. Permanent Control Point M
Field Measured CH Chord P.R.M Permanent Reference Monument CL
Clear RAD Radial PG. Page ENCR
Encroachment NA. Non Radial - PVMT. Pavement Centerline,
A/C- Air Conditioner I P.B. Plat Book O
Concrete ' B.M. Bench Mark . P.O.B. Point of Beginning IL
Property Line C. Calculated P.O.C. Point:of Commencement C.
M. Concrete Monument 2z Block Wall P.O.L. Poinf on Line F.
I.R. Found Iron Rod 0 Central Angle/Delta P.C. PointW Curvature FIT
Found Iron Pipe D.B: Deed Book P.R.C. Poineof Reverse Curvature R/
W i Right Of Way D. Description or Deed P.T. Poidof Tangency N&
D Nail & Disk' D.H Drill Hole R. Radi qs (Radial) D.
E. Drainage. Easement D/W Drive way R.O.E Roof IOverbatng Easement U.
E. i Utility Ease6u i,} < :; SIvf r: , ,>Easement S.I.R. Set Iron Rod & Cap FD.
P
Found
Pt_,
EL
F.
F. Fjeva!
ion Finished
Floor S/
W T.
O.P. Sidewalk
j Top
Jf Bat1k N
Asphalt a-Ey:C.IVI Found Concrete Monument' TYP. Typical O.
H.U. i Overhead Utilities " F.P.K. Found Pg'rker-Kalon Nail W.C. Witness Comer P.
P. Power Pole L Length 10.05 Existing Elevation TX
1 Transformer L.A.E Limited Access Easement E.O.W Edee Of Water Property
Address: 131
Country Club Circle Sanford,
FL 32771 Survey
number: SL 22308 GENERAL
NOTES I.
Legal description provided by others. 2.
The lands shown hereon were not abstracted for casements or other recorded encumbrances not shown
on the plat. 3.
Underground portions of footings, foundations or other improvements were not located. 4.
Wall ties are to the face of the wall. S.
Only visible encroachments located. 6:.
No identification found on property comers unless noted. 7:
Dimensions shown tire plat and measured unless otherwise noted. 8.
Elevations if shown dare based upon N.G.VD. 1929 unless otherwise noted. 9
Adjoining lots are within the same block, unless otherwise noted. IOt
This is an AS -BUILT SURVEY unless otherwise noted. l
li: Not valid unless sealed with the signing surveyors embossed seal: 12.
Flood mne determinations are provided as a courtesy only, and derived from the best sources available
to the surveyor. This intonoation a not be rel d u on for flood insurance purposes,
and may differ from informatio rovid d by oth s. I3'.
L.B. 7132 / I
hereby cerl Ihal Ihir survey it a hue and co y1 re resento io oJa nnvey prepared under my
direction. Ralph
SwerdloR Re ' and Surveyor No. 3411 Swerdloff &
Long Surveying, Inc. 365
Waymont Court, Suite 109, Lake Mary, FL 32746 Voice
407.688.7631 Fax 407.688.7691
iY
1 x 4 BRIDGING
2 x 4 BENT (TYP.)
x 4 BRIDGING
SEE DETAIL BELOV
WINDOW OPENIN'
2) 2 x 6 BEAM (TYF
4' ALUMINUM SIDI1•
2 a 4 BOTTOM PLA'
PLYWOOD FLOOR
HURRICANE ANCHORS
TYP.) USE SIMPSON
STA-18 W/ (114 - 16dNAILS
2 x 6 SIDERAIL
2)-2 x 4 SPRUCE HEADER 8
r
2)- iX8'a2 PINE EACH SIDE_ 2 x 4 BENT
010 NON LOAD BEARING WHEN
GARAGEDBEARINOOR
WHEN
20 GA. 3" x 5" GALV.
TYP)
NAILED PLATES (2) PER
1 x 4 BRIDGING 0 BENT
2 •
CONNECTION FOR HEADER
12 5 20 GAUGE 3'x 5•GALV. PRESS USE 8d COMMON
OVARIES
PLATES (2) PER CONNECTION SIMPSON TP35,PLATE W/
5 (8) 10d x 1-1'/2" NAILS (2)-2x4 W/ 1/2" PLYWOOD
TYPICAL SLOPE AT KNEE 'i THRU INTO HEADER W/ (5) SPACER OR 4x4 #2 PIN
j 12JDINT OF BENT 10d x 3" NAIL EACH171x4BRIDGINGBENT (TYP.) E
END SIMPSON HS-24. W/ 5&50
2)-2x 8 STUD ADDED WHEN < ,-,I - 16d NAILS O 2x4 FRAME
GARAGE DOOR INSTALLED xI - Y-
WIDTH 5'-0' FOR m 2x4 BENT FRAMES
MAX.
I -
CONNECTED W/ 10d COMMON
ENTRANCE' WIDTH 8', i m ®1,-a D.C. TYPE I GTION THRU HEADER
a., 89'FOR GARAGE DO ORS 8 M ISCALE: 1Irr=1'0"
DOUBLE DOORS o VARIES
W 2 x 4 BOTTOM PLATE r 2 x 4 BENT
P.T,P. 4 x 4 CONNECT FLOOR 'k-
jotSTTORUNNER W/ SEE ATTACHMENT DETAILS _ 20 GA. 3" x 5" GALV.
SIMPSON HS24 Xz Xn
NAILED PLATES (2) PER
XCONNECTION FOR HEADER 0'
VARIES(8'-TO 12'-0O ` USE Bid COMMON FOR
INFORMATION NOT SHOWN SEE END ELEVATION I 4x4 #2 PINE. 2x4 NAILED END
ELEVATION WITH DOOR TWO SKID MODELS SIMPSON TP35 PLATE W/ TO BOTTOM W/ (2) #16d SCALE:
114*-V-D" (g) tOd x 1-1 /2" NAILS COMMON NAILS O 16" O.C. L
vVlln _L_ Inilv 2
x 4 HEADER 12
1 x 4 BRIDGING I
5
THRU
INTO HEADER W/ (5) 10d
x 3" NAIL ®EACH ENDSIMPSON
HS-24 STRAP INTERMEDIATE
FRAMES OR HEADERS
W/ 4&4 E NAILS02x4FRAMEe
Ply ll
Pda4
loom f,
d Bld. ' FlOi1
M6 wVARIE
2x4
BENT (TYP.) S
TYP.
SLOPE AT KNEE JOINT OF 12
BENT d.
Pted « and , W- TYPE I, eer•nON THR 1 HEADER LJ11T =
1`7 and _ SHED
lltR to tht.rflon 1
x 4 BRIDGING 2
x 4 STUD (TYP I SCALE:
1 ISOMETRIC
OF SCALE:
N.T.S. y ytt... 1 jT- way
C=q ry , m
3/4' PLYWOOD FLOOR OVER 2xe
P.T.P.2"
T. (
TYP.) SEE
ATTACHMENT DETAILS 3/8' x 8" FORGED EYEBOLTx
2" SQUARE WASHERS 3/
8" x 2" BOLT W/ (2) WASHERS &
NUT (A-24 WALL
ANCHOR DETAIL AU,
Ivdbls y#.%i° N.
T.S. ghat )
SCALE:
walls- ! Fir.Rari><pof5lt3olOy--- X _X, pia',
VARIES B'-0• TO 12'-01 40-
0' MAX LENGTH JOIST
SPACING Ale_ Floor
I/ew
4arovd Ditto R INFORMATION
e-/ NOT
SHOWN
SEE ENO ELEVATION WITH DOOR END ELEVATION
FOUR SKID MODELS Yr ySCALE: 1M' • 1'4 K Mall. .--
41
4. 4
RUNf"ICOYa1 OE thiS DOOgt''BBSnt 41 tioll iJ;>iariO eems,, ruvsanyltptjT2Or.=yP - siltable From cite
r,quirc-ncnts 0 1 Ir OUTSIDEWIDTHS:
6 8'-
6". 10'-6", 12-6•, 14 - State LAWS
O x
w
2x6 P.
T.P. PLATES FOR - SHEDS OVER
46' IN LENGTH I}_ W
x
3/
4• PLYWOOD FLOORING ai 4 x
4 RUNNER r 2 x
4 BOTTOM PLATE (TYP. ALL AROUND) U1
x 2xe
BENT (TYPJ (SEE SIDE WALL ELEVATION
f10%=11ti0ch,
0 FLOOR
FRAMING
PLAN SCALE: 1 "=
1'-0 2'-0'
L. All
WINDOW/DOOR
HEADER WDE W/ OVERHANSa TYP.) 2
x
4 HEADER U. gINME ARCH
SCALE: 114' =
1'-0' LOU 2
x
4 SEMT (rYP.) - 1 x
4 BRIDGING 2 z
4 SILL SIDE ELEVATION
WITH DOORS & WINDOWS SCALE: 114• =
r-0• 2'-0"
BEE SIDE
ELEVATION WITH DOORS S WINDOWS FOR INFORMATION NOT SHOWN SIDE ELEVATION
SCALE: 1/
4' = 1'-0' PI d
products
In Hance with
9B-72
fcr c# Approval
2 x
4 BOTTOM PLATE 2' x 3' PRESS PLATES BOTH SIDES ALL
JOINTS SEE DETAILS
FOR - CONNECTION 2x4
CONSTRUCTION
ALUMINUM DOOR
SKIN ON BACK & BACK
4 BRIDGING -
x 4
BENTMP.) • DOOR CONSTRUCTION.
x 4
WIND BRACE (TYP.) AT (OPTIONAL) ^ UR CORNERS
12'-0' WIDE l/\ IWHIf/\J
R
GREATER
x 4
BOTTOM PLATE - + BE DETAILS
FOR ONNECTION N
0 II
w
L
G WIRING
DIAGRAM
OPTIONAL ELECTRIC)
SCALE: N.
T.S. ALL WIRING
SHALL BE MC CABLE 14 GA. 2) VARE
W/G-ALL METACBOXES-" SIMPSON A-
24(STRAP 1,200#
UPUFT)' 1) 3/
8" x 3" (1,200$ SIMPSON HS-
24 UPLIFT RATING) EXPANSION BOLT OR
WEDGE ANCHOR INTO SLAB
O SPACING i • •, ." . (PER
TABLE 1) SHED W/
SKID ATTACHED ACHORED TO CONCRETE 1) 3/
8" x 5" (400# UPLIFT RATING)
WEDGE ANCHOR INTO
CONCRETE SLAB AT
SPACING PER TABLE
1) NOTCH OR
COUNTER -SINK BOLT THRU
2 x 4 1-1/
2" MI 2 x
4 BOTTOMPLATE r NAILED TO
26BASEFLOOR REAO`TO
ANCHORED TO CONCRETE SCALE: 1-1/
2 1 -0 SIMPSON HS- TYPE
I OR
II CONCRETE P, W/ BLOCKING AS
REOUIRI t/i x4'
FORGED EYE SO SHED W/ SKID
ATTACHED SCALE: , 1? = 1'-
0' TRA_ P D
ETAII SCALE: 714'. • 1'-
0' ORGED EYE BOLT
OR 1I HREAOED ROD W/
X 2" WASHER &
NUT 2,000 + CAPACITY)
PLIFT EE STRAP
DETAIL
12" 2" BOLT
W/ (2) ASHERS & NUT 000 +
SHEAR APACITY)
RADE 2'.
z
GALV.
WASHER 0610912002 SET UP
AND
INSTALLATION OF SINGLE WIDE SHED 11/oW002 c 9/10/
2003:
BUILDING IS PLACED
IN REQUESTED LOCATIONSCHEDULE 40 P.V.C. ALLOW FOR 2/14/2004 MOVEMENT TO PLUM OR
SQUARE UNIT TO HOUSE,, FENCE, PROPERTY LINE,, ETC. 10/19/2004 M AND THE HIGHSPOTTHEGROUNDISESTABLISHEDTHE2. ONCE UNIT isSQUAREBUILDINGISBLOCKEDON
HIGH SPOT AND LEVELED. THE OTHER ENO OF THE BUILDING IS 11 OS/2004 BROUGHT UP TO LEVEL
AND BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP 12/28/2004 TO LEVEL, BLOCKED, AND
THEN SHIMMED. LEVEL, MORE BLOCKS AREADDEDTO ACHIEVE THE CORRECT 03/09/2005 3.
AFTER THE BUILDING
IS 4. ANCHOR PLACEMENT IS
ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED SPACING. N D THROUGHTHE 2 x4BOTTOMPLATEWITH12' AUGER BIT AND THE EYEBOLT IS FASTENED 1 FOR 30' EARTH ANCHOR
AND BACK FILLED. THE EYEBOLT INTO PLACE. THE HOLEISDUGANDAUGERANCHORARE
FASTENED WITH 12' x 2' BOLT. - P ®a+y $'' 19 R jy 5. UNITISBEFEDTOCONCRETESLAB, THE BUILDING IS SET ON IS DRILLED WITH HAMMERDRILLINTOCONCRETE151TOFFRLAB IM D (' $ i , kCUPIF
TO LEVEL. A318. HoLEO THEN JOIST. THE EYEBOLT
ISFASTENEDTHROUGHBOTTOMPLATEANDAN12BRACKETORgSyTHE3W WEDGE ANCHOISORPSONISPLACED .- jj(I THE
EBUILDYEBOLT FASTENED
THROUGH
THE EYEBOLTANDI.'BRACKET. C O V U • - E FA IF EKED THROUGH5' EDGE ANCHZ'BOLT NO UNIT USED,
NCHOR
WITH 318R CENTERED BETEEN EVERY WALLSTUD.
BETWEEN GENERAL NOTES 3SPECIFICATIONS
FOR AUGER ANCHORS I. If ibin9 anchors
shall be 'mobile home- type Y30 single her. eye sugar anchors manufactured by BY. Creak of Fre.monl, ON. Maximum allowable uplift 2,
000e or equivalent. 2. Anchoring system to
ground per local bu0din9 cede (by deal.,). Loeats anchors par Table 4lhnugh the bosom plate. 3. Anchors shag be
placed through the bonom plate and floor system. Table 1 Shed Ancoringto
Concrete Slab Table 2 Runner Spacing Shed Will U lift
Side of eAn char S acin Si t 14'd 2eo 4 /
LF 4' 12'-0' 240 a /
LF B'-0' 200 a1 LF B'-
0' 8•-0• 180.I
LF 7'-8' Values from and of
joist to centers of (2); X 4 skid, oNy. 14'-0' wide sheds have (4) sets of skid.. Table 3 Support Footing
Pad Spacing for Runner Blocking For Single or Double Wide Shed Widt X1 X2
X3 ' 1'-10 7? 3'
A 12' 2'-0' 2'6
t2' 8'•11' 1D'-0• 1'A1rz•
e••71• 8' Shed Desolation Pod
End
Pad Side Runne Pod Type Interior PadSideRunne. PadType Size T
eD` LW -
PE End Pad
Max. S acin 3 D to 3'-
5'-8' 1936 II or III 1879 II or M 14' 14 SW SW
0
4.
15'
2.65'
2 M
to 3 - ' 8'-0" 1435 1640 12' SW 6.00'
4 (D -toy ' 5'-4" 2558 Itor III 2558 2400 II or III
It
or III 10'
SW 5.00
4 m to 3'- - 6'-0 2400 II or III 1 # II or III
g' SW 4.00'
3 m to 3- 6-8" 02 N II or III Nobs: 1. Pad spacing
isendto center of pad. 2. Pods other isn-
end pads spacing is center to center. 3. Use some max.
spacing for interior runner. T Pad Dimensions Max.
Load Material meat 8 sand mix
1 econcrete bboz usl' c 11 4' x W
x , 8' 3.500 a concrete block uaR cement 8 earM mu ... III 18" a 18
3,950 N ABS as" ads Load width on Nnnef.
8...d an 2,000 PSF .towable soil pressure. Soo pressure chat be ved8ed by held pentameter test or tote lab report. Check with engineer N eoe pressure
Is leas Nan 2.000 PSF. Nobs: 1. Hollow or
solidconcreteblocks may be stacked on Pods for high sets up to 48" max. with out reinforcing- 2' & 14' wide
sheds
only. 2. Pads required on1Table4a-Anchor Spacing
Of Auger Type Anchors For Single Wide Sheds 0 30 E e Au
er Anchor or 30 CD Coral Anchor O O N Shed Siz
LW' U
lift PL End Anchor •' Max. interior Soacin 14'-0' 7,00'
243 1'-0'to 3'-0' 8 a- N 1z4r
BAD' 208
10'-
0' N 5.
00' 174
1'-
0'to 3'-0' 72'-e' Q ter
W 4.00
Table
4bAnchorSpacing
Of Auger Type Anchors For Double Wide Shed; O V 30 E e A,,er Anchor Shed Siz LW' Uplift
PL End Anchor" Max. Intesi S acin 7'-0'toLd bC
10.00'- 400runner. y Lo.d
widthof uplftonanchor. O J f Location
Of
end auger or
slab expansion boa.. Anchor spacing examPle:
3(raugeror318' x 23/4'ex Z a a a Nobs:
I. Anchor spacing is
basedon3 second wind gust at 150 MPH per fn v/ ASCE 7-98. Catagory "C".
importance Factor 0.77. Enclose Building, a. N.I.P.C. - 0.
18. 2. All measurements listed above
are center to center of anchors. h A k 3. The
minimum number of
auger anchors is (4). (1) 0 each comer of i shed for sheds less in
length than the maximum. bolts is 8 diameters or5' cc m pp 4. The minimum edge distance
for expansion bolts. 0.. 41 e n
m
u v i for 3/8"
expansion 5. Anchors shall be onsidewallsexcept when shed is placed next to N CI x w existing building, in whichanchors
can be placed on end walls as close to 2,,,m sides as possible.- RitwS
eFsl % ND f
M N .. iQAheo aka On `3 FORGEDEYEBOLTOR 1/
2" THREADED ROD 12' COUPLING 1
tr x
7 72•
BOLT W/ (2) WASHERS (2,000N . SHEAR CAPACITY)
12's 4• FORGED
EYE
BOLT 30' HURRICANE ANCHOR Rai_ EYE-
AUGER ANCHOR m "
o °•'a' SHED DESIGN
LOAD RE DIREENNWforthe2004BuildingCo ` Basic
Wind Prseeure ag y
O qz = 0.00258(Kz)(KztXKdT4n
per ASCE 7-98 A ¢r Kz = 0.85 Exposure C;
Kzt - 1.0 Kd •0.85;1=0.
77; V=150 MPH qz - 32.04 PSF W.
qzx 0.85=27.
24 PSF I hereby certify Nit I
have reviewed the.. plan. along with .1 the building material. and tt components used in the manufacturing
of the sheds. Th. m.l.riala.nd components either -LLl 3 ,; haveFlorida Product Approval as required
by Florida Building CcmmMlon Rule (Chapter O. p 9B-72) or w.re analyzed
u.ng th. Rational Method and Allowable Sbee• Design. At material. : I d and componem. comply with th.. 8
2004 Florid. Bu. ng Cod. fora 1 S0 MPH wad OEM v.locity, baeb wad pressure of27.24 PSF, I =0.T7. Encbced Buibhg• ExPoaure'C, 0 PSF, Flo !' and C .jLoad = :5 g
b g N.
I.P.C. = 0.18.. Roof Live Load - 20 PSF, Roof Dead Load PSF, Floor Dead Load = 5 PSF.
System. DO $ w a 5 Main
Wind
Force Resisting Roof-
Wail ,. NIA 28 Compannnte k
padding Design (
Ef(ecUw)
Preeeutee (P5 e & Zone Wind Area + - Zone aArecL4rZone -
18 80 422 Jto.
e320
17 55 5a950
11 47 an 1 1 LawrenceE. Bennett, P.
E. g16644dtd --- 1