HomeMy WebLinkAbout2404 S Lake Ave - BR08-002586 (SHED) DOCUMENTS (2)RECEIVED
Y, SEP
a
CITY.. OF SANFORD PERMIT APPLICATION 112008
Application # : ,(CT- j p'
cc
Submittal Date:
Jr)oAddress: tr_L.Lr.(a,
Waliie
of Work: S 0 Parcel
ID: ` L ( '`
Zoning:
Historic District_ scription
of Work: I ST k 1 lL C Q z) leG' Square Footage: Permit
Type: Buildin-4W_ Electrical Mechanical Plumbing Fire Spriakler'Alartn Pool Sign Electrical:
New Service - K of AMPS _ _ _ Addition/Alteration Change of Service Temporary' Pole Mechanical
Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/
New Commercial: = of Fixtures _ 4 of- Water & Sewer Lines___ # of Gas Lines Plumbing/
NCew Residential: I 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 ) i..
I,.`.l.............................................................................. PropertyOwner:tkc w,
I S
1 3t ) Contractor: • • •+• Address: !
V" . Address: Phone:
13w &2q -mail: WQ I e_t_ I o 23 as State License Number: Bonding
Company: Mortgage lender: Address
Architect/
Engineer: Address:
Plan
Review Contact Person: Address:
Phone:
Fax: Phone:
Fa
a: E-
mail: Application
is hereby made to obtain a permit to do the work and installations as indicated. Icertify that no work or installation has commenced prior to the issuance
of a permit and that all work wiI I be performed to meet standards of at laws regulating construction in this jurisdiction. t understand that a separate permit
nmst, be secured for ELECTRICAL. WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR
CONDITIONERS, etc_ ONNER'
S AFFIDAVIT: 1 ceitifx that all of the foregoin, information is accurate and that all work will be done in compliance with all applicablc laws regulating construction
and zoninc. W',
vRNtNG TO OWNER: )'OUR FAILCIRE 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-; TILE FIRST
INSPFC-1ION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE
OF COMMENCEMENTI'. NOTICE:
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 may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Signatureloffo
r
1 Print^
yner/A that
I will notify the owner pf the property of the requirements of Florida Lien Laic, FS 113_ 9WoC)
v Agent
Date Signature of Contractor/Agent Date I
I I . n, Name \
Signature
of Notary-\MADPFPItTditi9//Date 6
ho l s
0.
Owner/
Ages tq :i . r n6wady Known rg5 . ProduceMi,'_.,___
f11/r C?fJSt' APPROVALS
Z Vl uCj IVS \V_ FD: Special
Conditions: 4 sLz • ° eloaek 4AC Rev
01 .07 Print
Conuaetor/Agent's Name Signature
of Notary -State of Florida Date Contractor/
Agent is Personally Known to Me or Produced
ID BLDG:
I
ENG:
s.. OWNER BUILDER STATEMENT/AFFIDAVIT
i'
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners
from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
FSS 489.103 Disclosure Statement
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 with certain
restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction
yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You mayalso build or improve
a commercial building, provided your costs do not exceed $75,000. The building or residence must be for your
own use or 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 yourself within 1 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 supervision 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. BY
SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Z
I
UNDERSTAND AND AGREE TO THE EXEMPTION PROVISIONS OF FLORIDA STATUTES 489.103 AS
LISTED ABOVE. I
HAVE ACCESS TO THE ADOPTED CODES. I
AM FAMILIAR WITH THE CODE PROVISIONS. _- e
31 I
HAVE ADEQUATE KNOWLEDGE AND QUALIFICATIONS TO SAFELY PERFORM AND DIRECTLY SUPERVISE
THE WORK. THIS
PROPERTY IS NOT AN APARTMENT, CONDOMINIUM OR RENTAL PROPERTY. THIS
STRUCTURE IS NOT BEING BUILT WITH MY INTENTION TO SELL, RENT, OR LEASE. I
UNDERSTAND THAT THERE IS NOT STATED A TIME FRAME TO'SELL, RENT OR LEASE AN OWNER
BUILDER STRUCTURE WITHOUT BEING INVESTIGATED. I
UNDERSTAND THAT FOR ANY UN -LICENSED PERSON I HIRE, I MUST DEDUCT F.I.C.A., WITHHOLDING
TAX, AND PROVIDE WORKERS' COMPENSATION INSURANCE. Pr
perty Address: 2 Ic't off' Lc.1, O.u:.nc i F I vi cl Z'`1 9tk--
C L Rtli do hereby state that I am qualified and capable of rfoe '
quested constron involved with the permit application filed. C
S
mature Forn'
of Identification 11
Must
be Photo ID) q
Date
A
violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding
1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction
shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity
against the owner and any person performing work that requires licensure under the permit issued. Rev.
4/20/07)
Seminole County Property Appraiser Get Information by Parcel Number Page I of 2
A
W 1ATH lT
DAviD JOHNSON, CPA, ASA
9°
PROPERTY
APPRAISER
SEMINOLEC'OUNTYFL.
m m
7Lill
1101 E. FIRST ST
RtSAHFOD, FL 32771-1468 407-
665-7506 VALUE
SUMP VALUES
V
GENERAL
Value
Method Cc Number
of Buildings Parcel
Id: 36-19-30-548-0000-0130 Depreciated
Bldg Value Owner: RUDOLPH SONYA L Depreciated
EXFT Value MailingAddress: 2404 S LAKE AVE Land
Value (Market) City,State,ZipCode: SANFORD FL 32771 Land
Value Ag PropertyAddress: 2404 LAKE AVE SANFORD 32771 Just/
Market Value SubdivisionName: DREAMWOLD 3RD SEC REPLAT Portablity
Adj TaxDistrict: S1-SANFORD Save
Our Homes Adj Exemptions: 00-HOMESTEAD (1998) Assessed
Value (SOH) Dor: 01-SINGLE FAMILY Tax
Estima Portablity
Cal, 2008
Notice of Prise 2008
Taxes and Taxable Value Estimate Taxing
Authority Assessment Value Exempt Values Taxable Value Cnty
County 72,169 47,169 25,000 Schools
72,169 25,000 47,169 City
Sanford 72,169 47,169 25,000 SJWM(
Saint Johns Water Management) 72,169 47,169 25,000 Natural
Lands/Trails I/S Debt 72,169 47,169 25'000 Total
Potential
Portability Amount is $59,756 The
taxable values and taxes are calculated using the current years working values and the proposed millag SALES
2007
VALUE SL Deed
Date Book Page Amount Vac/Imp Qualified QUIT
CLAIM DEED 10/2006 06466 1902 $100 Improved No WARRANTY
DEED 11/1997 03335 0764 $72,000 Improved Yes Tax
Amount(w 2007
Tax Save
Our Homes (3t 2007
Ta Find
Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VP LAND
LEGAL
DESCR Land
Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: FPick.. FRONT
FOOT & DEPTH 61 136 .000 400.00 $23,912 LOT 13 DREAMWOLD 3RD SEC re
web.seminole_county_title?parcel=36193054800000130&cpad=LAKE%9/10/2008
f STATE OF FLORIDA
DEPARTMENT O.F COMMUNITY AFFAIRS
Dedicated to making Florida a better place to call home"
CHARLIE CRIST THOMAS G. PELHAM
Governor Secretary
October 1, 2007
Mr. Alex G. Martens
Superior Sheds, Inc.
2323 S_ Volusia Avenue
Orange City, FL 32763
RE: Manufacturer Renewal of Certification, ID MAF-1367 - Expiration Date: November 09, 2010
Dear Mr. Martens:
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 -Mist.
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 an& has statutory authority and responsibilities that they
must comply, with to maintain their approved status. Expect and demand quality plans review and
inspections.
j
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.
0
Unannounced 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-canapliant.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 for_ocal building
permits. a
Sincerely,
Ichael D. Ashworth
Manufactured Buildings Program Manager
Cc: Danny Kennennur, NDI
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.stateJ1.us
COMMUNITY PLANNING AREAS OF CRITICAL STATE CONCERN FIELD OFFICE HOUSING AND COMMUNITY DEVELOPMENT
Phone: 850.488-2356/SUNCOM 278-2356 Phone: 305-289-2402 Phone: 850=488-7956/SUNCOM 278-7956
Fax: 850-488-3309/SUNCOM 2783309 Fax: 305-289.2442 Fax: 850-922.5623/SUNCOM 292-5623
SUPERIOR SHED, INC. SALES ORDER AGREEMENT
DATE STOCK MANUF SERIAL # PO # SOURCE
BUYER - LAST NAME FIRST DAY PHONE NIGHT PHONE CELL
ADDRESS/ INSTALL ADDRESS IF DIFFERENT
Z vo // ,a t r/ bre
CITY COUNTY ZIP
SUPERIOR ORDERLOCATION SALES REP
I " ,sue OC9/ X)—elt'jr
STYLE SIZE COLORS WINDOWS VENTS ELECTRIC WALL DECK
X
r7 ((t
HEIGHT
f
PEAK BODY ROOF TRIM
AC HOLE RAMP GARAGE DOOR ENTRY SIZE MHD RHH ADD
9 81 91
DOORS: W X H STD
7
LHH
tWXH 7 ,G
OTHER / MISC:
YFINANCE: N
PYMT:
COMPANY:
PRICE:
TAX: $
TOTAL: $
DEPOSIT: $ `` ` €'. K
CR CRD
17 x1 7CK CASH
BALANCE DUE:
WILL BUYER PROVIDE AN UNOBSTRUCTED PATH
LARGEE
ENOUGH TO MOVE SHED TO DELIVERY SITE? Y N
ADDITIONAL FEES / INSTRUCTIONS:
AMPLE ROOM IS NEEDED. FENCES, SHRUBS, ETC. ARE PERMITS: BUYER IS RESPONSIBLE FOR ALL PERMITS. CONTACT YOUR LOCAL MUNICIPALITY.
BUYER RESPONSIBILITY. A $100.00 FEE WILL BE DRAWINGS AND STATE CERTIFICATION PROVIDED AT TIME OF PURCHASE. THIS IS A MANU-
CHARGED FOR RETURNED DELIVERIES DUE TO SPACE FACTURED PORTABLE STORAGE SHED DELIVERED FULLY ASSEMBLED AND PLACED PER
PROBLEMS. BUYER ACCEPTS RESPONSIBILITY FOR BUYERS INSTRUCTIONS. BE AWARE OF SET BACKS. RETURN TRIPS TO MOVE SHEDS WILL BE
DAMAGE INCURRED BY OBSTACLES THAT HAVE NOT CHARGEABLE,
BEEN REMOVED. ANY SITE PREP BY DELIVERY CREW
WILL BE AT ADDITIONAL CHARGE. ONE SET OF BLOCK BUYER UNDERSTANDS-AL`LTERMS AND CONDITIONS OF THIS AGREEMENT.
AND ANCHORS PROVIDED. ADDITIONAL BLOCKS WILL
BE CHARGEABLE. PLEASE FILL OUT DELIVERY REQUEST
r
µi l Ilt
FOR DIRECTIONS AND LOADING INSTRUCTIONS. .
BUYER:
Signature` - ,
DEPOSITS: DEPOSITS REQUIRED WITH BALANCE DUE PrintintINaame
UPON DELIVERY. UNITS WILL BE HELD AT LOT A MAXI-
MUM OF 3 WEEKS PENDING DELIVERY, UNLESS PAID IN
DATE: SUPERIOR REP. FULL. BUILDINGS MANUFACTURED TO SPECIFICATIONS
WILL HAVE A 20 % CHARGE FOR CANCELLATIONS.
LOT ADDRESS: (' ` P " 1,
GOODS: ALL GOODS REMAIN PROPERTY OF SUPERIOR,,.,
SHEDS, INC. UNTIL PAID IN FULL. COLLECTION COSTS,
INCLUDING ATTORNEY FEES, WILL BE THE RESPONSI- 6JBILITYOFBUYER. PHONE: -
1 x 4 BRIDGING
2 x 4 BENT (TYP.)
PORCH (OPTIONAL
SEE PAGE 2)
2 x 4 COLLAR TIES
SEE DETAIL BELOW
WINDOW OPENING
2 x 4 BRIDGING O TOP
OF WALL NAILER (TYP.)
SHINGLE ROOF OR D.B.
BARREL TILE (STEEL) "
1"x6' COMPOSITE BOARD
FASCIA W/ 0.024"
ALUMINUM OR 26 GA.
STEEL DRIP EDGE
and
It tD
2 x 4 STUD 0 16' C.C.
TYP.)
P.T.P. CONNECT W/
PSON LST15/MTS12
Ce.gali
2)- 2 xr4 HEADER
20 GA 3'x5' PR ° a
Lx4'F8*9ai4 %ENT
40 -1UGE 3" x 5" GALV.
PRESS PLATES (2) PER
CONNECTION
1 x 4 BRIDGING O BENT
TYP.)
2 x 4 BENT FRAMES
CONNECTED W/ iOd
COMMON O 1'-0" O.C.
2 x 4 BOTTOM PLATE
SEE ATTACHMENT DETAILS
C.i/tC/'1n SEE END ELEVATION WITH DOOR
4" ALUMINUM LAP SIDING I
1"x4' COMPOSITE BOARD
WITH CERTAINTEED SIDING D.;-osd
OR ALUMINUM TRIM WALUMINUMSIDING
2 x 4 BOTTOM PLATE{
7LpOC7
f '
1-
3/4' PLYWOOD FLOOR`Ra O+ Q
HURRICANE ANCHORS ` Mrs
liar
TYPUSE SIMPSON S"
isom
14 - 160 NAILS Pevai aa2z6SIDERAILSCALE: N. T.S
WAI I ANCHOR DETAILS °f dtt6
SCALE: N.T.S. -•y ®{[ OQ-f,.!OVC Ater +
ig•i,SOlm *C Mqui: a _Ls4ie'a w VF%9M
sum
0'-0" MAX. LENG
0' O.C. MAX. JOIST SPACING
4 x 4 RUNNER
I
o m
r 2 x 4 SPRUCE PLATES FOR
SHEDS OVER 16' IN LENGTH
in
L
3/4- PLYWOOD FLOORING
4 x 4 RUNNER
2 x 4 BOTTOM PLATE
TYP. ALL AROUND)
2 x 6 BENT (TIP.) (SEE
SIDE WALL ELEVATION)
FLOOR FRAMING PLAN
SCALE: 1/4"
6'
1'-0'
one• EI FVAMON MATH DOORS k WINDOWS
SCALE: 1/4' _
0"
SEE SIDE ELEVATION WITH DOORS atWINDOWS FOR INFORMATION NOT
SHOWN
7s a a1:1eL
WINDOW / DOOR HEADER
2 x 4 HEADER
2 x 4 BEMT (TYP.)
1 x 4 BRIDGING
2 x 4 SILL
2 x 4 BOTTOM PLATE
SEE DETAILS FOR
CONNECTION
1 x 4 BRIDGING
2 x 4 BENT(TYP.)
1 x 4 WIND BRACE (TYP.)
AT FOUR CORNERS 12'-0'
WIDE OR GREATER
2 x 4 BOTTOM PLATE
SEE DETAILS FOR
CONNECTION
FOR INFORMATION NOT SHOWN
END EI FVATION TWO SKID MODELS
SCALE: 1/4-
1'-0"
12 2 x 4 HEADER
2NEACH. DE(CAR
DOORONLY) S NONLOADBEARINGWHENGARAGEDOOR
INSTALLED 2) 2
x 6 STUDS ADDED WHEN GARAGE
DOOR IS INSTALLED 3/
4'
PLYWOOD FLOOR OVER 2
x6P.T.P. SEE ATTACHMENT
DETAILS FOR INFORMATION
NOT SHOWN SEE END ELEVATION C11D ELEVATION
FOUR SKID MODET S SCALE: 1/
4' _ OUTSIDE WIDTHS:
8'-6',
10'-6". 12'-4', 1 SINGI F
WIDE ARCH W/ OVERHANG SCALE: 1/
4" _ V-0'
4k rrAw
3x
5'
PRESS PLATE 2" z 4"
x 14-1/2" WALL BRIDGING SIMPSON
HS- TYPE
I OR
II CONCRE PAD W/ BLOCKING
RUIR 1/2" x
4' FOR EE BC DADE COUNTY
APPROVAL
F_FOR 150
MPH, '
C" EXPOSURE. FASTEN PER
MFC SPECS OR
PERMA 71LE BARREL TILE 26
GA ROOF y%"IN. PLYWOOD
SHEATHING NAILED W/
8D COMMON 4' O.
C. EDGES AND 8' O.
C. FIELD COVERED W/ 15N
FELT SUB ROOF COVER 3"
OVERHANG BOTH
SIDES CERTAINTEED
DURAPRESS FIBERCEMENT
SIDING NAILED
WITH 8d
COMMON 4" O.C.
EDGES AND 8- O.C. FIELD ALTERNATE ALUMINUM
SIDING TYPICAL
WAL S
CE T10N SCALE: 1" _ 0"
IV THREADED
ROD
W/ X 2" WASHER
@ NUT 2,000 + CAPACITY)
PUFT OPTIONAL FOR
HIGH ETS EE STRAP
DETAIL
V x 2"
BOLT W/ (2) IASHERS k NUT
2.ODO + SHEAR
APACITY) BADE ASPHALT
SHINGLES
W/
DADE COUNTY APPROVAL
FOR 150 MPH, "
C" EXPOSURE. FASTEN PER
MFC SPECS OR
PERMA TILE BARREL TILE 26
GA ROOF PLYWOOD 20 GA.
3'
z 5' GALV./o7SIN. SHEATHING NAILED
W/
80 PRESS PLATES (2)
PER COMMON 4' O.C. EDGES CONNECTION FOR ANDO.C. FIELD
HEADER USE (9) led
COVERED 15 1 FELT
SUB 2) 2 x 4
C"Mm ROOF COVER 1/2" SPACER OR (
1) 4 3" OVERHANG x 4 W/ p2
PINE BOTH SIDES SPACER CERTAINTEED DURAPRESS ad
products In piliance
with le 93-
72 for
iict Apprs z 2"
x 3' PRESS
PLATES BOTH SIDES ALL JOINTS
2 x 4 CONSTRUCTION
4' ALUMINUM LAP SIDING
ON FRONT, ALUMINUM DOOR
SKIN ON BACK
EVERLAST OR GARAGE DOOR, (
OPTION R ,U`
C
TI
ON lSe-LLsu.3 Ij10
N I hL
IIWRING
DIAGRAM
OPTIONAL
ELECTRIC)
SCALE: N.
T.S.
ALL WIRING SHALL BE
MC CABLE 14 GA. (2) WIRE W/
G. ALL METAL BOXES FORGED EYEBOI SIMPSON
HS-:
FIBERCEMENT SIDING
NAILED WITH
Bill COMMON
4' O.C. EDGES
AND B" O.C. FIELD ALTERNATE HEADER CONNECTION
SCALE:
1" _ 1'-0'
2' x
2" SQUARE
WASHERS 3/8- x V
BOLT W/ (2) WASHERS k NUT SIMPSON
STRAP (1,200P
UPUFT) A-24 OR
EQ. 1) 3/8' x
3' (1,200x UPLIFT RATING) RED HEAD
INTO CONCRETE SLAB O
SPACING (PER TABLE 1)
VZ4 a0le _4,x
a!- sly 2" x 2' GALV. WASHER
1/2" THREADED ROD OPTIONAL
FOR HIGH SETS 1/
V COUPLING 1/2"
x 1 1/
2' BOLT W/ 2) WASHERS (2,000t + SHEAR
CAPACITY) 1/2' x
4' FORGED
EYE BOLT 30" HURRICANE ANCHOR SET
UP
AND INSTALLATION OF
SINGLE WIDE SHED 1. BUILDING IS PLACED IN
REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR MOVEMENT TO PLUMORSQUAREUNITTOHOUSE, FENCE, PROPERTY LINE, ETC. 2. ONCE UNIT
IS SQUARE
AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE BUILDING IS BLOCKED ON
HIGH AND LEVELED.OTHER END OF THE BUILDING S BROUGHT UP
TO LEVELTAND BLOCKED THENE THE CENTER OF 3. E AFTER THESBUILD BUILDING
ISUP TO LEVEL. LEVELMORE BLOCKS , AND THEN
ARE SHIMMED. ARE
ADDED TO
ACHIEVE
THE
CORRECT SPACING. 666JJJ iii 4.
ANCHOR PLACEMENT
IS ESTABLISHED
BY WIDTH OF BUILDING. HOLES ARE ff DRILLED THROUGH THE 2 x
4 BOTTOM PLATE WITH 1/2' AUGER BIT AND THE¢ 8 *n EYEBOLT IS FASTENED INTO PLACE.
THE HOLE IS DUG FOR 30- EARTH ANCHO . .+. AND BACK FILLED. THE EYEBOLT
AND AUGER ANCHOR ARE FASTENED WITH 1}}''''(( ('1 5. BOLT'FUNIT SHIMMED UP
BEATTACHED
LEVEL
EA 3/
80HCRETE OLE
ISLAB, THE
DRILLEDNTH BUILDING DRILLON„dof .0-
INTO CONCRETE
1-
1/2 OFF RIM JOIST.
THE EYEBOLT IS FASTENED THROUGHV- BOTTOM PLATE AND AN V BRACKET OR SIMPSON
STRAP IS PLACED OVER THE 3/8' WEDGE ANCHOR. A 1/2 x
2' BOLT IS THEN FASTENED THROUGH THE EYEBOLT AND L' BRACKET. 6. IF NO BOOR
UNIT BUII.OING IS
USED, ANCHOR WITH 3/8' x 5' WEDGE ANR AUGER ANCHORS 1. Building anchors shall be '
mobile home" type #30
single helix eye auger anchors manufactured by Sty Crest of Freemont, OH. Maximum allowable uplift 2,000torequivalent. 2. Anchoring system to ground per local building code (
by dealer). Locate anchors per Table 4 through the bottom plate. 3. Anchors shall be placed through
the bottom plateandfloorsystem. crete Slab Table 2 Runner Spacing Table 1 Shed
Ancoring to Con Shed Witlt UliftSideofcAnchorSacin
Si a Shed Widt X1 X2 X3 14 -0 280 LF 4'-3' 14-0 1 -
10 1 3 -6 12 -0 240 LF 5 -0 12-0 2 -
6 1 6 -11 ---- 10 -0 200 LF -6-0 10-0 1'-
fi 1 6 -11 ---- g -0 160 LF 7 -6 8'-0 Values
from end of joist to centers of (2
4 X 4 skids only. 14-0 wide sheds haw (4) sets of skids. Table 3 Support Footing Pad Spacing for Runner Blocking
For Single or Double Wide Shed Oescri iion Pad End Pad 1936 SPod Type
II or III r InPad 1879
SPad
Type II
or III Size
Te
D
LW - P
Entl Pod Max. acin 4.15
3
2 1'-6 5-8 14
14 SW SW 0 2.65 25 1-6
8-
0
1435 I 1640 1 12 SW 6.00 4 0 1'-6 5'-
4 2558 II or III 2558 2400 II or III II or III 101 SW
5.
00 0 1'-
6 6 -0
2400p II or III 2134# 11 111 11 or III or 2/14/
2004 10/18/2004 11/30/2004
Nets: 1. Pad
spacing is end
to center of
pod.
2. Pads other than end pods spacing is center
to center. Type Pad Dimensions Mox. Load Material I 2 x
8 x 16 1,778 concrete
block unlit cement k and mix II 4 z 8 z i6 3,500 concrete
block .alit cement h and mix III 16" x 16" 3.950 ABS lactic ads
Load width on runner. verified by field pentrometer 2
ODD PSF .110.eable soil pressure test or
less thanshall soils asedrepa with ngineer rsosupressure
2.000
PSF. abNobs: on pads for high sets up to
48'
max. with out 1. Hallow or solid concrete blocks may be stockedreinforcing.. 2. Pads required on 12' k 14' wide
sheds
only. f x Table 4o Anchor Spacing Of Auger Type
AnchorsFor
Single Wide Sheds 30 E Au er Anchor or 0 CD Coral
Anchor 4 R Shed Siz LW U iift PL Entl Ancnor •• Max.
Interior Spacing • Q 4 t1 0 Table 4b Anchor Spacing Of
Auger Type
Anchors
For
Double Wide Sheds U 30 E Au er Ancha Shetl Siz LW U
lift P End Anchor•• Min.
Interior S ..in 00 400 1 -0 to 3 -0 5 -0
O C Load width of uplift on runner. 7 i e
Location of and auger or slab anchor. 30' auger
or 3/8" x 2-3/4"
expansion Anchor spacing example: a bolts. Q p O• Nets: 1. Anchor spacing is
based
on
3 second
wind
gust of 150 MPH per Tn C ASCE 7-98. Cotagory 'C", Importance Factor 0.77,
Enclose Building, S N.I.P.C. = 0.18. 7 2. All
measurements listed above are center to center
of anchors. I m i. 3. The minimum numbel, of auger anchors is (4). (
1) O each comer of d0 shed for sheds less in length than the maximum.
5' rS' 4. The minimum edge distance for expansion bolts is8diametersorfor3/B" expansion bolts. 5. Anchors shall be
on side walls except whenshedisplacednextto existing building, in which anchors can be placed on
end walls as close to sides as possible. 7 A&X0 .t P/ter
14 -0 7.00
243 8 12 -0 6.
00 208- 4 10 -0 T.
00 174-0 10 -0
4.
00 139 1 -0 to 3 -0 12 -
6 c AP DETAt1 jt E 0, OFFI SCALE: 1/
4" 0' CORALEYEAU(ER
ANCHOR Swc^ F HELX A
R
ANCHOR SEE TABLE 4 FOR SPACING SEE TABLE 4 FOR
SPACING SCALE: N.T.S. SCALE N.T.S. for
the 2004 Building Code 2 CO. o Basic
Wind Prseeure A gz = 0.0025e(Kz)(Kzq(
Kd)(V)"2 per
ASCE 7-98 Kz = 0.85 Exposure C: Kzt • 1.0 Kd•
0.85; 1. 0.77; V=150 MPH
gz 32.D4 PSF W=gzx0.85=27.24PSF
I hereby certify that
I have reviewed these plans
along with all the building materials and eomponenla used N the man 0-ctunng an of
the shed.. The materials d components either hawRondaProductApprovalssrequired by Florida Building
Cammiuion Rule (Chapter eB.72) or were analyzed .slog the Rational Method
and Allowable Stress Design. All materials and components comply with the 2001 8 20G4 Florida
Building Code for a 150 MPH wind vabeity, base wind pressure o127.24 PSF, 1 = 0.
77, Enclosed Building, Exposure'C', and P NJ .C.=0.18., Roof L'ws Load =
20PSF, Roof Dead Load = 5 PSF, Floor Live Load = 75 PSF, Floor Gaad Load = 5 PSF, Main Wind Force
Resisting Systems Roof Wall N+A
4 2 Components t Cladding
Design (Effeethg)
Preeaures (PSF) Zone Wind
Area Zone Wind Area 10 18 29
10 31 34 1 20 4
20 50 14 26 50 28
1 To.. Wind Are,
Zone Wind Area 10 1 60
10 7 42 2 k 5
20 17 55 5 20 30
39 0 28 3 50 14 47 Lawrence E. Bennett,
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Permit No.3-d r
Tax Folio No. -YI 1 c a} . JLi 9 . ( L3G • V I
NOTICE OF COMMENCEMENT
State of Florida
County of Serninole
The undersigned hereby gives notice that improvement
will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes, the following
information is provided in this Notice of Commencement.
1. Description of property: ' (legal description of theproperty,- and s treet address if available)
2L_3 ,
VIE,:
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
SK 07072 Rg 02681 (lpg)
CLERK'S # 2008111600
RECORDED 10/01/2008 03:19:47 PM
RECORDING FEES 10.00
RECORDED 9Y T Smith
2. General description of improvement:
3. Owner information: Name:1
Address: 65 Vx - \fir'('Cl
b. Interest in property: ..,..,E
c. Name and address of fee simple titleholder (if other than Owner): Name: WIARYHrvtyE ^ '
RT
Address: CLER r ORCUU' 1
4. Contractor Name:
c. Address:
Phone number:
Surety Name
ucr•+' ' ---
Address: nr—T 0 1 20
Amount of bond: $
6. Lender: Name:
Address:
b. Lender's phone number:
Ta. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes: Name:
Address-
8.a. In addition to himself or herself, Owner designates of to receive a copy of the
Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
b. Phone number of person or entity designated by owner:
9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different
date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE
NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I,
SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF
Signature 9 Owner or Owner's Auth'f e fficer/Director/Partner/Manager Signatory's Title/Office
The forego ng instrument 0WA .efore me this day of _ , (year) , by (name of person) as (type of
authority.... e.g. office 9t\Ee, attR . fit) for (name of party on behalf of whom instrument was executed) .
1
SEAL)
Signature of Notary Publtc a ^ a.. U..
Personally Known ; >,bl i.PrM4t d I ntlfication Type of Identification Produced
Verification pursuant to act ` 9 Si Flo t,tatutes: Under penalties of perjury, I declare that I have read the foregoing and that
the facts stated,in-it-a e true' i¢o \lrnowledge and belief.
THIS INSTRU"AEl"I f I'R -PARED BY.
Signature f Natural Person Sign g Above NAME
Rev. date /2008 ADDRiU
L.. J