2424 Laurel Ave - BR08-002649 (SHED) DOCUMENTSCITY OF SANFORD PERMIT Al, PLICATION
Q
Application # : (/ Submittal Date:
Job Address: / X
R
Value of Work: $
Parcel [D' lD %, _GIB" Zoning Historic District:
Description of Work: ok- Square Footage:
Permit Type: Building [i7 Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign
Electrical: New Service - # ofAMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential [7 Non -Residential 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 0 Commercial Industrial Occupancy Use Group(s):
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
wit •1 . ... (( ..... ................................................................................ Property Owner: • Contractor:
Address: Address:
3
Phone:
n -
mail: lfo_I r-1 '3a(/ -} 3Phone: State License Number:
Bonding Company: ` Mortgage Lender: _
Address:
14r Address:
a1. o Y sa/
Architect/Engineer: Phone:
Address
Plan Review Contact Person: 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 T14E
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT.
NOTICE. In ad tion 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, a t ere may, be ditio -permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
c ct ce pe s veritic n that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
Sig ur of Owner/Agent Date Signature of Contractor/Agent Date
Pri Owner Agent's Name Print Contractor/Agent's Name
S gnature o ota State of Florida Date Signature of Notary -State of Florida Date
gas .0 WBRIEl:$IZi TtIs \
MY COMMISSION 4 lyUb t5096 r vJ5' ,y EXPIRES Februa 25,201r.. w •. -. n Owner/
A hraAn onall nowh to NIe'or Contractor/Agent is _Personally Known toyMe.or\ rdu
Produced [D Produced [D 1 / O
APPROVALfJ/ S ZONING: UTILg FD: ENG: LDG:____ Ol meta -
6& 4 1
it
r Special
Conditions: - 6'N — "' ""-' n %r I Rev
07.07
OWNER BUILDER STATEMENT/AFFIDAVIT
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 may also 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)
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.
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.
Property A.d ress: 7
do hereby state that lam qualified and capable of
performing the rdquested construction i volved . ith the permit application filed.
Signature Date
Form of Identification iCa My COMMISSION #DD629096
Must be Photo I D) , oz
EXPIRES: February 25, 2011
FL Notary Discount Assoc Co.
I-NINl-3-NG'Un,
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)
r
E O D, INC, SALES ORDER AGREEMENT
DATE. STOCK
1-
MANUF 6T51 PO k OURCE
BUYER -LAST NAME FIRST "y DAY PHONE NIGHT PHONE CELL
ADDRESS _j 3 INSTALL DDAESS IF DIFFERENT
C" AuiE
COUNTY _
j
ZIP
SUPERIOR ORDER LOCATION
r'
SALES REP
r
STYLE SIZE COLORS
a1
WINDOWS VENTS ELECTR`IC
a
WALL
HEIGHT
eft
DECK
r °
vs
X .•
y
ii vi 4
L valPEAKBODYROOFTRIM
AC HOLE, RAMP GARAGE D pOR ENTRY SIZE MHD RHH ADD
DOORS: WX H STD iHH
OTHER / MISC:
FINANCE: Y N
PYMT:
COMPANY: .,
PRICE: $ W' P
TAX: $ Q
TOTAL: $ +" `peg
DEPOSIT: $ • K
CR CRD cz
CK C,-ASH
BALANCE DUCE:
Fq
r
WILL BUYER PROVIDE AN UNOBSTRUCTED PATH LARGE ENOUGH TO MOVE SHED TO DELIVERY SITE? /iy N
9 fiAy`-1 —'
A ( I
t
iz— k% VADDITIONALFEES/ 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 ALL TERMS AND OF THIS AGREEMENT.
AND ANCHORS PROVIDED. ADDITIONAL BLOCKS WILL
BE CHARGEABLE. PLEASE FILL OUT DELIVERY REQUEST
CONDITIONS
BUYER:
FOR DIRECTIONS AND LOADING INSTRUCTIONS. Signature _, r
DEPOSITS: DEPOSITS REQUIRED WITH BALANCE DUE Print Name
UPON DELIVERY. UNITS WILL BE HELD AT LOT A MAXI-
MUM OF 3 WEEKS PENDING DELIVERY, UNLESS PAID IN DAT : "`_ SUPERIOR REP Z<=; °: ` ar -- FULL.
BUILDINGS MANUFACTURED TO SPECIFICATIONS WILL
HAVE A 209/6 CHARGE FOR CANCELLATIONS: t
LOT
ADDRESS: 2 GOODS:
ALL GOODS REMAIN PROPERTY OF SUPERIOR r 'a.`'
1w+ '.,Z SHEDS,
INC. UNTIL PAID IN FULL. COLLECTION COSTS, INCLUDING
ATTORNEY FEES, WILL BE THE RESPONSI- BILITY
OF BUYER. PHONE,
08/29/1994 16:00 4073305062 KAMPF TITLE PAGE 02
OtAt of sultVii
DESCRIPTION: LOT 31 , BECK "ADD ITION
Recorded in Plat gmA -- . 046 yni —of the Public Records o1 rjPCounty, Florida. i4..
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STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
Dedicated to making Florida a better place to call home".
CHARLIE CRIST THOMAS G. PELHAM
Govemor Secretary
October 1, 2007
Mr. Alex G. Martens
Superior Sheds, Inc.
2323 S. Volusia Avenue
Orange City, FL 32763
RE: Manufacturer Renewal of Certification, IDMAF-1367 - - Expiration Date: November 09, 2010 Dear
Mr. M rtens: It
is rny, 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] foricompliance 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. a •
Unarmounced
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 -compliant -with the rules and regulations
of this program. Please
visit our website at www.floridabuildihq.org to see valuable information on the Florida Manufactured
Buildings Program. A copy of this letter must accompany applications for_ocal building permits.
Sincerely,
Ichael
D. Ashworth Manufactured
Buildings Program Manager Cc:
Danny Kennemur, 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.state.fl.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 278-3309 Fax: 305-289-2442 Fax: 850-922-5623/SUNCOM 292-5623
1 x 4 BRIDGING-
2 x 4 BENT (TYP.)
1 x 4 BRIDGING
SEE DETAIL BELOW
WINDOW OPENING
2) 2 x 6 BEAM (TYP-)
4" ALUMINUM SIDING
2 x 4 BOTTOM PLATE
3/4• PLYWOOD FLOOR `
HURRICANE ANCHORS
TYP.) USE SIMPSON
LSTA-18 W/ #14 - I. NAILS
2.. SIDERAIL
2).2x6 STUDADDED WHEN <
GARAGE DOOft'INSTALLED
MAX. WIDTH 5'-0" FOR m
ENTRANCE DOORS WIDTH 6', i
a'. 6 9' FOR GARAGE DOORS a
DOUBLE DOORS - opp
P.T.P. 4 x 4 CONNECT FLOOR 'k-
JOISTTORUNNER W/ SEE
2)- 2 x 4 SPRUCE HEADER 6
2)- 2-X6- e2 PINE EACH SIDE,- . 2 x 4 BENT - _
NON LOAD BEARING WHEN
GARAGE DOOR INSTALLED 20 GA. 3" k 5" GALV.
1 x4 BRIDGING C BENT (TYP.) NAILED PLATES (2) PER
CONNECTION FOR HEADER
RIESPLATES
20 GAUGE 3"x S'GALV. PRESS
2) PER CONNECTION SIMPSON TP35 PLATE W/
USE 8d COMMON
8) 10d x 1-1/2"NAILS 2) 2x4 W/ 1/2" PLYWOODYPICALSLOPEATKNEETHRUINTOHEADERW/ (5) OR 4x4 #2 PIN
10d x 3" NAIL ®EACH
SPACER
1 x 4 BRIDGING 0 BENT (TYP.) END156dPtZ12x4BENTFRAMES NAILS 0 2x4WFRAME
CONNECTED W/10d COMMON
a1'-0o.C. TYPE 1 SEC11ON THRU HEADVASCALE: 11/2 =1'-0"
2 x 4 BOTTOM PLATE
PTT"'--cuT
2 x 4 BENT
SIMPSON HS24
X+ Xx
VARIES (6'-0' TO 12'-M
FOR INFORMATION NOT SHOWN SEE END ELEVATION
END ELEVATION WIT110011 WO SKID MODELS
SCALE: 1/4- VO
2 x4 HEADER
Thil polite _mpty With the 4 5 1 x 4 BRIDGING
4 BENT
a Ia F Bid.
n+&Mana'wi_--
w VARIE
m
2 x (TYP.)
TYP. SLOPE AT KNEE JOINT OF
J jop "es and' 12 BENT
ISOMETRIC OF SHED Mh aCte t0 Life SO{t lttft3! 1 x 4 BRIDGING
SCALE: N.T.S. C• yttrartion T, l.Y m
r- 2 x 4 STUD (TYP J
3/1' PLYWOOD FLOOR OVER
Occupenry ,
4 Q„
T. rva.) 2 x 6 P.T.P.
SEE ATTACHMENT DETAILS
WALL ANCHOR DETAIL
SCALE: N.T.S.
Allowavgv
prod v4docity..,..L:l=-
o
Fire RetiaY offii i/ellt - 51A3o/oyI--X=-kX+
40'-0' MAX LENGTH
2-' O.C. MA%. JOIST SPACING
plan
C VARIES (8'-
z
TO 12'-0')
A&I- Iryry'ds/l
Dete
or Jq('r.d .
7
u LLYOR INFORMATION NOT SHOWN SEE END ELEVATION . WITH DOOR
Approval
5 END ELEVATION FOUR SKID MODELS
x Melgf
of df is Domi lit duo slot
SCALE: 1/4• a V-Cr
4 x 4 RUNfA"t0Y1l
Alothoriu or App-- ry Alt?IRt'10af
of loPV1i :aok OUTSIDE WIDTHS: From the rcgnlK nenu 6 W-6', 10'-6', 12'-6", 14-
m State Laws
a m
2x6 P.T.P. PLATES FOR - -
N
w
N
SHEDS OVER 16' IN LENGTH
w
iz
3/4- PLYWOOD FLOORING
4x4RUNNER t
J
2 x 4 BOTTOM PLATE(TYP. ALL
X
AROUND) '•'i-'
2 x 8 BENT (TYP.) (SEE SIDE
WALL ELEVATION)
pqdI
FLOOR FRAMING PLAN
SCALE: ,14'=1'-0'
i
SIDE ELEVATION WITH DOORS &WINDOWS
SCALE: 1/4' = 1'-0'
2'-0'
WINDOW / DOOR HEADER
2x 4 HEADER
2 x 4 BEMT (TYP.)
t x 4 BRIDGING
2 x 4 SILL
2 x 4 BOTTOM PLATE
SEE DETAILS FOR
CONNECTION
1 x 4 BRIDGING
K...a.•a,S
20 GA. 3" x 5" GALV.
NAILED PLATES (2) PER
CONNECTION FOR HEADER
USE 8d COMMON
4x4 #2 PINE, 2x4 NAILED
SIMPSON TP35 PLATE W/ TO BOTTOM W/ (2) #16d
8) tOd x 1-1/2" NAILS COMMON NAILS ®16" O.C.
THRU INTO HEADER W/ (5)
lad x 3" NAIL ® EACH SIMPSON HS-24 STRAP
END INTERMEDIATE FRAMES OR
HEADERS W/ 4&4 16d
NAILS ® 2x4 FRAME
F II S CT10N THRU HEADER_
SCALE: 1 1/2" - 1'-0'
J products In
lance with
913-72 for
I Approval
2• x 3" PRESS PLATES BOTH
SIDES ALL JOINTS
2x4 CONSTRUCTION
ALUMINUM DOOR SKIN ON
BACK & BACK
2 x 4 BENT(TYP-)
DOOR CONSTRUCTION
1 x 4 WIND BRACE (TYP.) AT
FOUR CORNERS 12'-(Y WIDE
OR GREATER
OPTIONAL)
2.4 BOTTOM PLATE
SEE DETAILS FOR
y
pppp'
CONNECTION
SEE SIDE ELEVATION WITH DOORS 8 WINDOWS FOR I Py HOWN1yn1
N
SIDE ELEVATION ! y L
O
BaALE:. 1/4'=1'-0' DATE: A O
WIRING DIAGRAM -.
C
OPTIONAL ELECTRIC)
SCALE: N.T.S.
ALL WIRING SHALL BE MC. CABLE 14 GA.
2) WIRE WIG. ALL METAL BOXES '.
2" x 2" SQUARE WASHERS
3/8' x B"
FORGA
3/8" x 2" BOLT W/ (2)
EYEBOWWpppASFFH EE R11S NUT (A-24
SrV-.%N A-24 STRAP
1,200# UPLIFT)
1) 3/8' x 3" (1,200y
SIMPSON HS-UPLIFT RATING) EXPANSION
BOLT OR WEDGE ANCHOR
INTO SLAB 0 SPACING
PER TABLE 1)
SHED W/ SKID ATTACHED ACHORED TO CONCRETE
SCALE: 1 10 = l -(r
1) 3/8' x 5' (4001
UPLIFT RATING) WEDGE
ANCHOR INTO CONCRETE
SLAB AT SPACING
PER TABLE 1)
NOTCH OR COUNTER SINK
BOLT THRU 2 z 4
1-1/2' MI
2 x 4 BOTTOMPLATE x4.
r
NAILEDTO26 BASE SHED
WITH FLOOR RE MONCHORED TO CONCRETE SCALE:
1-1/2" = V-0" SIMPSON
HIS TYPE
I OR II CONCRETE P/ W/
BLOCKING AS REQUIRI lii
x 4' FORGED EYE SO j
SHED
W/SKID ATTACHED SCALE:
1 1/2- ,'-0' STRAP
DETAIL SCALE:
1/4'=1'-0' SINGLE
HELIX AUGER ANCHOR SEE
TABLE 4 FOR SPACING ORGED
EYE UULI UN 11[ TREADED
ROD W/ X
2" WASHER & NUT 2,
000 + CAPACITY) PUFT
SEE
STRAP DETAIL 2'
x 2" BOLT W/ (2) ASHERS &
NUT 2,
000 + SHEAR APACITY)
TRADE
2-
x 2' GALV. WASHER Dfirosngoz
SET
UP AND INSTALLATION OF SINGLE WIDE SHED 1110512002 1.
BUILDING IS PLACED IN RCOUESTED LOCATION ON SCHEDULE.40 P.V.C. TO ALLOW FOR: 9/
10/2003 2/
14/2604 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 10/19/2004 BUILDING
IS BLOCKED ON HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS 11/05/2004 BROUGHT
UP TO LEVEL AND BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP 12/28/2004 TO
LEVEL, BLOCKED, AND THEN SHIMMED. 3.
AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT 03/
09/2005 SPACING.
4.
ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED NDI THROUGHTHE2x4BOTTOMPLATEWITH1n' AUGER BIT AND THE EYEBOLT IS FASTENED INTO
PLACE. THE HOLE IS DUG FOR 30" EARTH ANCHOR AND BACK FILLED. THE EYEBOLT AND
AUGER AO R ARE TO ED WITH 6{ %j ) i CONCRETE
SLAB, THE BUILDING IS SET SLAB SHIMMED 6O iVf B,THE BEATTACKEDCONCRETESLAB, 5. IF UNIT IS TO BE ATTACHED TE
UPTOLEVEL. A 3/8' HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE 1-1n' OFF RIM RIJOIST.
EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND AN i' BRACKET OR SIMPSONN
STRAP IS PLACED OVER THE 3/8' WEDGE ANCHOR, A I x 7 BOLT IS THEN FASTENED
THROUGH THE EYEBOLT AND L' BRACKET. 8.
IF NO FLOOR UNIT BUILDING IS USED, ANCHOR WITH We' x 5" WEDGE ANCHOR CENTERED BETWEEN
EVERY WALL STUD. GENERAL
NOTES & SPECIFICATIONS FOR AUGER ANCHORS 1.
Building anchors shall be'mobile home'type s30.ingi- helix eye auger anchors manufactured by Style Crest of Freemont, OH. Maximum
allowable uplift 2,000e or equwalent. 2.
Anchoring system to ground per local building cods (by dealer). Locate anchors per Table 4 through the bottom plate. 3.
Anchom shall be placed through the bottom plate and floor system. Table
1 Shed Ancoring to Concrete Slab Table 2 Runner Spacing e
ShedWdtUliftSideofe6nchorSacinSi14'-
0' 280 M / LF 4'-3' 101-
0" 200 e / LF 6'•0' 8'-
0• 160 a / LF 7'-Is Shed
Widt 1 X2 X3 14'-
0' 1'-10 , n' 3'$ 12 6'-17' 12'-
0' T-61r. V-
61/2' 9'
8'6 Values
from end ofjoisl to centers of (2) 4 X 4 skids only. 14'-0-wide sheds nave (a).- ar sews. Table
3 Support Footing Pad Spacing for Runner Blocking For Single or Double Wide Shed
Description I Pad End Pad Side Runne PadTypeInterior PadSide Runne Pad
Type Size
T e PL End Pad Maz. S acin 14'
SW 0 3 2J to 3'- 5'-8" 1936 II or III 1879 II or III 14'
SW 0' 2 2. to _ - 8-0" 1435 I 1640' 5W
4 m to 3'- 5'-4" 2558 II or III 2558 If or III 10'
SW 5.00 4 O) to 3'- 6'-0" 2400 II or In 2400 II or III 4.
00' 3 2029p 0 or III 2133q II or III Nob.:
1. Pad spacing is end to center of pad. 2. :
Pods other than end pods spacing is center to center. nrnner-
Te
Pad Dimensions Mo.. Load Material 2'
x 8' x 18" 1 1.778 a looncrate block quaimy cement a sand mu le-
1 3,500 a concrete block uallt cement 6 sand mix III
1 B' 18' 3 95a a ABS pleatto pads L...
wl.tn on runner. B...
d on 2,DDO PSF allowable ..If pressure. Sall pressure shall be vented by field pentrometer teat or soil, lab rspod. Check with engineer
I soil pressure W lees than 2,ODO PSF. Nobs:
for
high to 48" max. with out 1. Hallow or silid concrete blocks may be stacked on pads sets up reinforcing
2.
Pads required on 12' & 14' wide sheds only. Table
4a Anchor Spacing Of Auger Type Anchors For Single Wide Sheds Anchor
Table
4b Anchor Spacing Of Auger Type Anchors For Double Wide Sheds 30
Eye Au er Anchor V (j ed
Siz LW Uplift PL ShcoEndAnchor•• Maz. Interior S acin 20
0- 10.00' 400 t'-0" to 3'-0' S'-P O Load
width of u,,, on runner. ci
y
O Q Location
ofend auger or slab anchor. bolts.
rc-,
Anchor
spacing example: Sir auger or 3/8" x 2-3/4' expansion Ri
wv Nab1:
1.
Anchor spacing is based on 3 second wind gust at 150 MPH per C',
ASCE7-98. Cotagory Importance Factor 0.77, Enclose Building, m N.
LP.C. 0.18. p 2.
All measurements listed above are center to center of anchors. 3.
The minimum number f auger anchors is (4). (1) ® each corner of m shed
for sheds less in lenrjth than the maximum. 4.
The minimum edge distance for .expansion bolts is 8 diameters or 5" a for
3/8" expansion bolts. 5.
Anchors shall be on side walls except when shed is placed next to xist'
ng building, 'n which anchors can be placed on end walls as close to side:
as possible. -' Ra
o k P114" e l - NQ { , O
rn
m M FORGED
EYE BOLT OR 1/2" THREADED
ROD 12'
COUPLING 1
r2' x 7 1/7 BOLT W/ (2) WASHERS (
2,0009 +SHEAR CAPACITY)
17x
4' FORGED EYE BOLT 30' HURRICANE
ANCHOR s CORAL
EYE
AUGER ANCHOR Shed Siz
LW U lift PL 30 E
e Au er Anchor End Anchor "•
or 30
CD Coral Max. Interor
S a 14'-0'
7.00' 243 t'-0• to 3'-0' 7'-1 • 0' l0
3'-0' 84" 10'-0•
s.DD• lid r-o•lo3•-0^ n ma
w Basic
EfoF
fective)
N'
Ind
Pressure tQ y O N qx=0.
00256(Kz)(Kzl)(Kd)M"2 Per ASCE 7.9e. A Kz = 0.
85 Exposure C Kzt = 1.0 Kd=0.
85;1=0.77;V=t50 MPH qz =32.
04 PSF W=gzx0.
85=27.26 PSF I hereby
codify that 1 haw reviewedlhsse plans along with all the building materials and b component, used
in the manufacturing of the sheds. The materials and components either LLI ` x have Florida
ProductApproval es required by Florida Building Commirion Rule (Chapter L 8 9-72)
orwere analyzed using the Rational Method and Allowable titres• Design. All materials e and companants rnmpty
wdh the 2001 a 2004 Florida Building Code Ibr. a 150 MPH wind velocity, bask wind
pressure of 27.24 PSF, I = 0 77 Enebesd Building, Ezposure'C and N I.PC=
0.18, Root Live _Load=20 PSF, Roof Dead Load =O PSF, Fbor.m Load ='d m B96 PSF Floor Dead
Load = 5 PSF W4 Main. N7nd Roof-
Force Resisting
Wall
Syetema s
SLL
o N/A
40
31 26 Ctxnponents do Cladding
Design J