HomeMy WebLinkAbout113 Maplewood DrRECEIVED
JUL 6 2011
CITY OF SANFORD
BUILDING & FIRE PREVENTION4•
BY:
PERMIT APPLICATION
G
Application No: / r v
Documented Construction Value: $ zjo io
Job Address: Q PY S: Historic District: Yes No
Parcel ID: Zoning: - 6
Description of Work:
Plan Review Contact Person:
Phone: Fax: E-mail: ^
Property Owner Information
Name 4,9"Ae2j J (C ka C. e , Phone: '1 e2 - 7 S3
Street: lj!5 Resident of property? : •QS
City, State Zip:
Cont for Information
Name Phone:
Stre Fax:
City, State Zip: State License No.:
Architect/Engineer Information
Name: Phone:
Street: Fax:' --
i -
City, St, Zip: E-mail:
Bonding Company:
Address:
Building Permit
Square Footage:
No. of Dwelling Units:
Electrical
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type:
Flood Zone:
New Service — No. of AMPS:
Mechanical (Duct layout required for new systems)
39
t•10WAA 3166A
01100 10 9151B • s1'duq 11G101n
ates .aS d53 z91iQX3 mmol IM
Saroa 33 % n0iWIM1100
rvA is1oY lsno'1sm dguoidt bebn08
Plumbing
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm No. of heads:
r
0
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.
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.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is ele ed.
Signature of Owner/Agent Date Signature of Contractor/Agent Date
Print Owner/Agent's Name
dDua—D-1 0
ignature of N Stwe af Florida Date
tioav po°a•, DEBBIE BLANTOJFforidasNotaryPublic - State ofMyComm. Expires Feb 2CommISSlnn #t EE 60BondedThroughW.tLl
Owner/Agent is Personal y own r
Produced ID Type of ID P till a i n
APPROVALS: ZONING: MMTSJl UTILITIES:
ENGINEERING:
COMMENTS:
M_UPRJ
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING:
Rev 11.08
OWNER BUILDER STATEMENT/AFFID"IT
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
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
I understand that state law requires construction to be done by a licensed contractor and have applied for
an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of
the property listed, may act as my own contractor with certain restrictions even though I do not have aOV\ license.
I understand that building permits are not required to be signed by a property owner unless he or she is
responsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I
filedmayprotectmyselffrompotentialfinancialriskbyhiringalicensedcontractorandhavingthepermit
in his or her name instead of my own name. I also understand that a contractor is required by law to be
licensed in Florida and to list his or her license numbers on all permit and contracts.
I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I '.'
may also build or improve a commercial building if the costs do not exceed $75,000. The building or
1 residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
lease. If a building or residence that J have built or substantially improved myself is sold or leased within
in 1 year after the construction is complete, the law will presume that I- built, or substantially improved itNforsaleorlease, which violates this exemption.
I understand that, as the owner -builder, I must provide direct, onsite'supervision of the construction.+•
I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise
persons working on my building or residence. It is my responsibility to ensure that the persons whom I
employ have the licenses required by law and by city ordinance.
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any
1 injuries sustained by an unlicensed person or his or her employees while working on my property. My
homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
I understand that I 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 my building who Is not licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tax and social security contributions
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
Rev. 9.14.2009
rn.
I
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
abide by all applicable laws and requirements that govern owner -builders as well as employers. I also
understand that the construction must comply with all applicable laws, ordinances, building codet, and
zoning 'regulations.
I am of aware of construction practices and I have access to the Florida Building Codes.
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
Construction Industry Licensing Board at 1-850487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for
more information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
individual or firm is injured while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
coverage.
Property Add SND
do hereby state that I am qualified
and capable of performing the requested construction involved with the permit application filed and agree to the
conditions sneci£ad above.
Signature of Owner -Builder
Form of Identification T> L
Must be Photo ID)
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. 9.14.2009
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
DAVMJOHP& CFA.ASA
17
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APPRAISER
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BMINOLECOUNTYFLJ.
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10 d 1101'E FIt75T,57
9AuFoFih, FL3277t-146a
25 l
407-8W75W
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28 E 1
12 6 3 3 27
VALUE SUMMARY
VALUES
2011 2010
Working Certified
GENERAL Value Method Cost/Market Cost/Market
Number of Buildings 1 1ParcelId:33-19-30-5EM-0B00-0070
Depreciated Bldg Value 104,901 117,363Owner: NICHOLAS LEONARD W & CAROL
Depreciated EXFT Value 18,162 18,787MailingAddress: 113 MAPLEWOOD DR
Land Value (Market) 23,000 28,000City,State,ZipCode: SANFORD FL 32771
Land Value Ag 0 0PropertyAddress: 113 MAPLEWOOD DR SANFORD 32771
Subdivision Name: IDYLLWILDE OF LOCH ARBOR SEC 6 Just/Market Value 146,063 164,150
Tax District: S1-SANFORD Portablity Adj 0 0
Exemptions: 00-HOMESTEAD (1998) Save Our Homes Adj 8,245 28,369
Dor: 01-SINGLE FAMILY Amendment 1 Adj 0 0
Assessed Value (SOH) 137.8181 135,781
Tax Estimator
Portability Calculator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 137,818 50,000 87,818
Amendment 1 adjustment /s not applicable to school assessment) Schools 137,818 25,000 112,818
City Sanford 137,818 50,000 87,818
SJWM(Saint Johns Water Management) 137,818 50,000 87,818
County Bonds 137,8181 50,0001 87,818
Potential Portability Amount is $8,245
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
SALES
Deed Date Book Page Amount Vac/Imp Qualified
WARRANTY DEED 10/1997 03313 1757 $94,000 Improved Yes 2010 VALUE SUMMARY
PROBATE RECORDS 10/1996 03144 1481 $100 Improved No Tax Amount (without SOH): $2,488
PROBATE RECORDS 06/1996 03086 0979 $100 Improved No 2010 Tax Bill Amount: $1,918
WARRANTY DEED 08/1994 02826 1904 $88,500 Improved Yes Save Our Homes (SOH) Savings: $570
QUIT CLAIM DEED 08/1990 02215 1245 $100 Improved No 2010 Certified Taxable Value and Taxes
ADMINISTRATIVE DEED 01/1990 02152 0514 $79,900 Improved No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
WARRANTY DEED 01/1984 01520 0578 $70,000 Improved Yes
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION
Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS `Pick... [I,
LOT 0 0 1.000 23,000.00 $23,000 LEG LOT 7 BLK B IDYLLWILDE OF LOCH ARBOR SEC 6 PB
21 PG 40
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value
Est. Cost
New
Building
Sketch 1 SINGLE FAMILY 1984 6 1,494 2,298 1,698 CONC BLOCK $104,901 $117,866
Appendage /Sgft BASE /204
Appendage / Sgft OPEN PORCH FINISHED / 24
Appendage / Sgft GARAGE FINISHED / 576
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment Enclosed Porch Finished, Base
Semi Finshed
http://www.scpafl.org/web/re-web.semino-le. 319305EMOBO
STAT * R11 ••
DEPARTMENT OF COMMUNITY AFFAIRS
Dedicated to making Florida a better place to call home"
CHARLIE CRIST
Govemor
September 14, 2010
Alex Martens
Superior Sheds, Inc.
2323 S. Volusia Ave.
Orange City, FI 32763
RE: Manufacturer Certification, ID MFT-113; Expiration Date: November 9, 2013
Alex Martens,
THOMAS G. PELHAM
Secretary
It is my pleasure to inform you that Superior Sheds, Inc, located at 2323 S. Volusia Ave., Orange City, FI
32763, has been approved under the Manufactured Buildings Program, as provided for under Chapter
553, Part1, 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 been reviewed, approved and indicated [on
the cover sheet 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 visits at least once a year. You must grant complete
access to your manufacturing facility and records to maintain 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 BUS (www.floridabuildino.org) for online renewal. If you have any questions you may
contact me at 850-410-1566 or bur FAX at 850-414-8436.
Please visit our website at www.floridabuilding.orc to see valuable information on the Floridb
Manufactured Buildings Program. A copy of this letter must accompany applications for local building
permits.
Sincerely,
rzwy
Robert Lorenzo ( z
Manufactured Building Program
cc: National Design and Inspection, Inc.
2555 SHUMARD OAK BOULEVARD TALLAHASSEE, FL 32399-2100
850-488-8466 (p) • 850-921-0781 (f) Website: www.dca.state.fl.us
COMMUNITY PLANNING 850488-2356 (p) 850489-3W9 (Q • FLORIDA COMMUNITIES TRUST 850.922-2207 (p) 850.921-1747 (t)
HOUSING AND COMMUNITY DEVELOPMENT 850488-7956 (p) 850-922.5623 (Q
PERMIT # /r-
OFFICE
BOUNDARY SURVEY
LOT 7. BLOCK B". IDYLLWILDE OF LOCH ARBOR, SECTION 6. ACCORDING TO THE PLAT THEREOF
AS RECORDED IN PLAT BOOK 21 PAGE 40 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY. FLORIDA.
r
NEW UPSALA PLAT BOOK 1 PAGE 67 o
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AND NOT AS AUTHORITY TO VIOLATE 3
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It 100M Fj SIONS OF I HE TECHNICAL CODES. NOR SHAL I/
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FROM THEP.EAFTER REQUIRING A CORREC CITY
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48-25-W '75. OR ia/rUp. 4' TIC OF ERRORS ON THE PLANS, CONSTRUCTIO' m` MVELOPMENT S£OVICES OR OTHER VIOLATIONS OF THE CODES. PLANNIAIG
A MAPLEWOOD
DRIVE ASPHALT
ROAD) SO'
RAW) CONCRETE
RAD
RADIAL R
RADIUS GONG. - CONCRETE SET
t/2' REBAR M CAP PSM If 5567 a CENTRAL ANGLE L
ARC LENGTH C.
B. - CONCRETE BLOCK W.
F. WOW FRAME FOUND
PROPERTY CORNER FOUND
4' X 4' CONCRETE MONUMENT / F_ CH.BRG. CHORD BEARING LS.
LAND SURVEYOR COV.
COVERED WH
WATER METER WELL
LB. • LMID SURVEYING BUSINESS WPP WOOD POWER POLE WATER
VALVE M • MEASURED CPP - CONC. POWER POLE tr
17IFIRE HYDRANT CENTERLINE
P PUT a A\C AIR CONDITIONER PRM -
PERMANENT REFERENCE' MONUMENT 'R\W • RIGHT OF WAY L - BUILDING SETBACK LINE PC POINT OF CURVATURE I.R • IRON R00 x—
X—X—x- o—
O—O—O- BARBED
WIRE FENCE 6'
WOOD FENCE POO
POINT OF BEGINNING PT -
POINT OF TANGENT I.
P. IRON PIPE C.
M. - CONCRETE MONUMENT O—
O—O—O- 4' CHAIN LINK FENCE U.E. - UTILITY EASEMENT FF ELEV - FINISHED FLOOR ELEVATION 110 _
OIIV— OVERHEAD POWER LINES
f 07
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 PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, 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 BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING.
4. ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED
THROUGH THE 2 x 4 BOTTOM PLATE WITH 1/2" AUGER BITAND THE EYEBOLT IS FASTENED
INTO PLACE THE HOLE IS DUG FOR 30' EARTH ANCHOR AND BACK FILLED. THE EYEBOLT
AND AUGER ANCHOR ARE FASTENED WITH 1/2" x 2" BOLT.
5. IF UNIT IS TO BE ATTACHED TO CONCRETE SLAB, THE- BUILDING IS SET ON SLAB SHIMMED
UP TO LEVEL A 3/8' HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE 1-1/2" OFF RIM
JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND AN'L' BRACKET OR
SIMPSON STRAP IS PLACED OVER THE 3/8' WEDGE ANCHOR, A 1/2" x 2' BOLT IS THEN
FASTENED THROUGH THE EYEBOLTAND L' BRACKET.
6. IF NO FLOOR UNIT BUILDING IS USED, ANCHOR WITH 3/8" x 5" WEDGE ANCHOR CENTERED
BETWEEN EVERY WALL STUD.
SET UP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE
WIDE IS PLACED ON HIGHEST LOCATION ON GROUND AND IS LEVELED UP.
2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL ONCE THE
BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING.
3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL
WITH THE FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER
WITH (1) 1/2" x 4-1/2" BOLT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT
HOLES LINED UP AND BOLTS PLACED AND TIGHTENED. THE REST OF THE BLOCKING IS THEN
COMPLETED. THIS PROCEDURE IS REPEATED, FOR MULTIPLE SECTION SHEDS, UNTIL ALL
SECTIONS ARE IN PLACE.
4. GROUND ANCHORS ARE THEN ADDED. (SEE NOTE 5 FOR SINGLE WIDE INSTALLATION)
5. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER. THE SUPPORT
BRACING IS REMOVED.
2' x 2" SQUARE WASHERS
SIMPSON HS-24
4•
IBA
I
3/8" x 8" FORGED EYEBOLT
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1. Building anchors shall be "mobile home" type 930 single helix eye auger anchors manufactured by Style Crest of Freemont, OH. Maximum allowable uplift 2,000# or equivalent
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 plate and floor system.
Table 7 Shed Ancoring to Concrete Slab
Shed Width Uplift / Side of Shed I Anchor Spacing / Side
14'-0' 280 # / LF 4'_3"
12'.0" 240 # / LF 51_01
f 0'-0" 200 # / LF F-0"
8-0" 160 # / LF 7•_6"
Table Runner Spacing
Shed Width Xt X2 X3
14'-0" V-10112" 3'-61/2"
12'-0" 7.6 1/2" 6 -11"
0" V-61/2' 6'-11"
9.
11 j-- <U oci uers or tcq v A 4 somas only. 14'-U- wide sheds have (4) sets of skids.
Table 3 Support Footing Pad Spacing for Runner Blocking For Single or Double Wide Sheds
Shed Description Pad End Pad
Maximum Load
Side Runner
Pad Type
Pad Type
Interior
Pad
Side Runner
Pad TypeSizeTypeLW - PLF End Pad Max. Spacing
14' SW / DW 4.15.1332 0 to 3%0" 5'.8" 1936# II or III 1879# II or III
14' SW I DW 2.65' / 205 0 to 3%0" 8'-0" 1435# I 1640# 1
17 SW 6.00' 1480 0 to 3•-0" 5'4" 1 2558# II or III 2558# II or III
10, SW 5.00' 1400 0 to T-0" 6'-0" 2400# II or III 2400 II or III
a' SW 4.00.1320 0 to 3•-0" 6'-8" 2029# 11 or III 2133# 11 or III
Notes:
1. Pad spacing is end to center of pad.
2. Pads other than end pads spacing is center to center.
3. Use same max. spacing for interior runner.
Type Pad Dimensions Max. Load"' I Material
I 2' x 8' x 16" 1.778 # concrete block quality cement & sand mix
II 4" x 8" x 16' 3,500 # concrete block quality cement & sand mix
III 16" x 16" 3,950 # ABS plastic pads
wdu wrain on runner.
Based on 2,000 PSF allowable soil pressure. Soil pressure shall be verified by field pentrometer test or soils lab report. Check withengineerifsoilpressureislessthan2,000 PSF.
Notes:
1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48" max with out reinforcing.. 2. Pads required on 12' & 14' wide sheds only.
3/8" x 2 BOLT WITH (2)
WASHERS & NUT
SIMPSON A-24 STRAP (1,200#
UPLIFT)
1) 3/8" x 3" (1,200# UPLIFT
RATING) EXPANSION BOLT OR
WEDGE ANCHOR INTO SLAB
@ SPACING (PER TABLE 1)
SHED WITH SKID ATTACHED ANCHORED TO CONCRETE
SCALE: 1' = T-W
SIMPSON HS-24
1/2" THREADED ROD W/ 2"x 2"
WASHER & NUT (2,000+
CAPACITY)# UPLIFT
1/2' x 2- BOLT W/ (2) WASHERS
CAPACI Y)
SHEAR
CAPACITY)
m GRADE
W Iv
SEE BUILDING ANCHOR
Z DETAIL
W/
E I
BLOCKING
R
NG AS REQUIRETE EDW/ BLOCKING AS REQUIRED N
1/2" x 4" FORGED EYE BOLT
SHED WITH SKID ATTACHED
SCALE 1"=1•-0"
STRAP DETAIL
SCALE: N.T.S.
CORAL EYE AUGER ANCHOR
SCALE: N.T.S.
2" x 2" GALV. WASHER
11T THREADED ROD
1/2" COUPLING
1/2" x 1-112" BOLT W/ (2)
WASHERS (2,000#+SHEAR
CAPACITY)
1/2' x 4" FORGED EYE BOLT
30' HURRICANE ANCHOR
SINGLE HELIX EYE AUGER ANCHOR
SCALE: N.T.S.
revised on 1012312006 Table 4a Anchor Spacing
Of Auger Type Anchors For Single Wide Sheds 30" Eye Auger Anchor
or 30" CD Coral Anchor Shed Size LW Uplift
PLF End Anchor" Max. Interior Spacing 14'-0" 7.00'
243 1'-0" to 3'-0' T-l" 17-0" 6.00'
2 88 V-0" to S-0" 8'4" 10'-0" 5.09
174 1'-0' to 3-0" 10'-0" 8'-01 4.00'
139 1'-0" to T-0" 17-6" Table 4b Anchor Spacing
Of Auger Type Anchors For Double Wide Sheds 30" Eye Auger Anchor
Shed Size LW jUpliftPLF1
End Anchor- Max. interior Spacing 20'-0' 1 10.
00' 1 400 1'-0' to 3'-0" &-0" Load width of uplift
on runner. Location of end auger
or slab anchor. Anchor spacing exarpple: 30"
auger or 318" x 2-314" expansion bolts. Notes: 1. Anchor spacing
is
based on 3 second wind gust at 150 MPH, Exposure "C" perASCE 7-05 For other wind zones
multiply interior anchor spacing by the multipliers below. Wind Zone Multiplier 100
2.25 110
1.88 120
1.56 130
1.37 140
1.16 150
1.00 2.
All measurements listed
above are center to center of anchors. 3. The minimum number
of auger anchors is (4). (1) @ each comer of shed for sheds less in length than the maximum.
4. The minimum edge
distance for expansion bolts is 8 diameters or 5" for 3/8" expansion twits. 5. Anchors shall
be
on side walls except when shed is placed next to existing building, in which anchors can be placed
on end walls as dose to sides as possible. 1) 318" x 5" (
400# UPLIFT RATING) WEDGE ANCHOR INTO
CONCRETE SLAB AT
SPACING PER TABLE 1)
NOTCH
OR COUNTER SINK
BOLT THRU2x4 2 x
4 BOTTOM
PLATE NAILED TO2x6BASE SHED WITH FLOOR
REMOVED
ANCHORED TO CONCRETE SCALE:
1" = V-0"
SHED DESIGN LOAD REQUIREMENTS
for the 2007 Florida
Building Code Basic Wind Pressure qz =
0.00256(Kz)(
Kzt)(Kd)(V-2)(I) Per ASCE 7-05 6..5.10 Table 6-3 Kz = 0.85 Exposure "
C"; Kzt = 1.0 - Kd = 0.85; 1=
0.77; V = 150 MPH qz = 31.95 PSF
I hereby certify that
I have reviewed these plans along with all the building materials and components used in the
manufacturing of the sheds. The materials and components either have Florida Product Approval
as required by Florida Building Commission Rule (Chapter 9B-72) or were
analyzed using the Allowable Stress Design. Al materials and components comply with the 2007
Florida Building Code for a 150 MPH wind velocity, velocity pressure of 31.95 PSF, I =
0.77, Enclosed Building, Exposure "A", 'B" or "C' and N.I.P.C. = 0.18., Roof Live Load = 20 PSF, Design
Pressures: Roof Live Load = 20 PSF, Roof Dead Load = 5 PSF, Floor Live Load = 75 PSF,
Floor Dead Load = 5 PSF and with the 2005 National Electrical Cods. Main Wind Force Resisting
Systems Roof Wall O N/
A 39.
94
25.24 20.13 Components & Cladding Design (Effective)
Pressures (PSF) Zone Wind Area Q
Zone I Wind.Area 1 10 22 35
4
10 38 41
20
20 33 20
36 39 50 18 32 50
34 37 Zone Wind Area Zone
Wind Area 2 & 3 10 22
89 5
10 38 50
20
20 83 20
36 47 50 18 86 50
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