HomeMy WebLinkAbout06-5743
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
Permit Number:
Permit Type:
Class of Work:
Proposed Use:
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
5743
ACCESSORY BLDG.
SHED INSTALLATION
SINGLE FAMILY RESIDENTIAL
Address: 6035 9TH T
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 02-26-21-0160-00100-0090
325.00
4/27/2006
67.50
67.50
4/27/2006
INSTALLATION OF SHED
+8
Name:
Address:
TROWBRIDGE, DIANNE
6035 9TH ST
ZEPHYRHILLS, FL. 33542
813245-4511
Phone:
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
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, state agencies or federal agencies,
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"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 with your lender or an attorney
before recording your notice of commencement. II
NO OCCUPANCY BEFORE C.O.
/ ~~~
RE PERMIT OFFI
FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CI~Y OF ZEPHYRHILLS PERMIT APPLICATION
BUI!LDING DEPARTMENT 5335 8TH St, Zephyrhills, FL 33542
I 813-780-0020 FAX: 813-780-0021
DATE RECEIVED Y - 2.(0-0(0
I
I
OWNER'S Nl\M~o..M-e T~h{~"e-
JOB ADDRESS' (., 03) q . 5t J
PHONE
CONTACT FOR PERMITTING
C'\\o.A"~ -!;cP\.- 33:.? \ (u..>LL)
PHONE :lf/J- 'If / /
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL ID # Ua. -~(p .'. a., -b\lt10 - OO\bO. ooqo
(OBTAIN FROM PROPERTY,TAX NOTICE\
WORK PROPSED: DNEW CONSTRUCTION
OSIGN
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERCIAL
o ADDITION
o ALTERATION
o REPAIR
o INSTALL
o MOVE
o DEMOLISH
OMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOM!
~THER
'J~Y 2l./~HE.D
BUILDING SIZE
D RESTAURANT
Lv
Il'f)\{-
& HEALTH
DESCRIPTION OF WORK
SQUARE FOOTAGE ~
HEIGHT
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS,
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
,Joe
o BUILDING
/60
1)1Y]'
~.~
PERMITS REQUESTED
VALMATION OF TOTAL CONSTRUCTION
o ELECTRICAL
o PLUMBING
o MECHANICAL
AMP SERVICE
o Progress Energy 0
W.R.E.C.
o GAS
o ROOFING
o SPECIALTY
VALUATION OF MECHANCIAL INSTALLATION
B-OTHER SAJ
$
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES 0 NO
BUILD~R r-;'\, .
SIGNATURE VtOM../fUl-
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ELECTRICIAN
COMPANY
SIGNATURE
STATE CERT OR REGIST #
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PLUMBER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
******************************************************************
MECHANICAL
COMPANY
SIGNATURE
STATE CERT OR REGIST #
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OTHER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restrictions" which
may be more restrictive than city regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions,
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contrqptors to undertake work, they may be required
to be licensed in accordance with state and focal regulations, If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-780-0020.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign po~tions of the "Cohtractor Sections" of this ~pplication for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indica~ion that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D, CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, ,AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law _ Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is som~one other that the "owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "owner" prior to commencement,
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development,
Appli~ation is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance, Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A, etc.", it is
understood that a drainage plan addressing a,"compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance. .>
A permit issued shall.be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for ~a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to'the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
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
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
SIGNATURE: CONTRACTOR
SIGNATURE: OWNER OR AGENT
acknowledged
20_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____ day of
by
acknowledged
,,20_
(name of person acknowledged)
Owho is personally known to me, or
(name of person acknowledged)
C1ho is personally known to me, or
o who has produced
(type
and whoO did 0 did not
of identification)
take an oath.
o who has produced
(type of identification)
and who 0 did D:iid not take an oath
Signature of person taking acknowledgment
Signature of person taking acknowledgement
Name typed, printed or stamped
Name typed, printed or stamped
~E C/\
"",~~.".",.,'_.A',"
'- 'fJ" - '<':
I . ,,;:.~ .. i
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Dade City Building Dept.
Building Pennit Receipt
BUILDING PERMIT #: DC0509270861
JOB LOCATION: 37041 MERIDIAN AVE
Lot: 0050 Block: 00100
Section: 27 Township: 24 Range: 21
ParcellD Number: 2124270190001000050
Contractor: HOMEOWNER IPROPERTY OWNER
City: DADE CITY
Phone #: nla
Application Date: 912012005
Permit Date:
Business Name: HOMEOWNER /PROPERTY OWNER
Job Description: SHED
Property Owner(s): Trowbridge, Dianne
Job Name: Trowbridge Residence
o NOC Filed-County 0 Plans Approved-Building
o Health Dept. 0 Elevation Certificate Rcv'd
o SWFWMD 0 DEP
Permit Valuation Type
Shed Installation ($1 k-50k), Base fee to $1 k, val
I>
I>
I>
I>
Misc. Fees:
Radon Fee:
Service Type: STANDARD INSPECTIONS
Total Square Footage:
Zoning Type: RS2
Flood Zone Type: X
o Plans Approved-Fire
o NPDES
o DOT
Base Fee
$45.00
Per Sq Ft
$0.0075
288 Impact Fee:
Job Value: ~ ',loDO. OQ
o Zoning Approval
DERP
Pennit Fee
$45.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$45.00
Pennit #'s
DC0509270861
x.01 PerSq Ft
Total Permit Fees :
~ ljSClQ
Cl #- ;JSSY
01' ).gv- 05
The undersigned hereby states that all the facts provided bY(6jjimlh ., r this application are true and correct, and that he/she has
full authority to apply for the permit described above. ',J. - t ~ ~
.. I ~ "'" } l}e 9-pllJ:os--
Signature t Date
Tuesday, September 27,2005
Page 1 of 1
::.~: j);:~h e cT;: ~h~~a;:S
JOB LOCATION hD3.r- q:u" 51,
BUILDING DEPARTHENT
PARCEL I. D.' -#
SHOW ALL E~STIHG ,. PROPOSED STRUCTUR&~r'GIVING DIMENSIONS,. SETBACKS_
E~ \ "5T ,tNe:r
~ Wo...o -, (\ Lcx:.a...+, uY'-.
12> - Wd\ be. (Y\oved
--h::> p., PO?\--hVY\
~t
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0-\ \
S h.qC\ s
--4-v (Y"l
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iCeep ~
a.X' e.. L.() ~ \ \
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BUILDING SHALL COMPLY WITH
ALL APPUCABLE CITY OF '
ZEPHYRHlLLs ORDINANCE-
ftoU,)~
UTILITY BUILDINGS
MUST SHOW SIZE &.
FOUNDATION INFOR-
MATION.
FRONT PROPERTY LINE
(~OTE EXAMPLES 1 & 2)
STREET
q..o/ S't ,
1. SETBACKS FOR Rl, R2 ZONING
60'
10'
P E
R X
0 I
10' P S 10'
0. T 1 0'
S r
E N
D G
20'
FRONT PROPERTY LINE
2. SETBACKS FOR R3 ZONING
60'
10'
10' EXISTING 10'
PROPOSED
20'SGL FAM 30 'DUPLEX
1 0'
FROHT PROPERTY LINE
D:ISCLOSURE STATmmNT FOR OWNER
C:ITY OF ZEPHYRB:ILLS BmLD:ING DEPARTMENT
0', h.~jI\-e \;.o(L/br~19.J2.
to the provisions of th~s instrument.
have read and fully understand and
:I,
agree
The undersigned states and affirms that he or she is desirous of constructing,
renovating, adding to or reroofing his or her own domicile" that he or she
actually occupies, or will occupy by said domicile, and same is not for
rent, lease or sale. That he or she shall comply with the following conditions:
1. That the owner and he or she alone shall act as the builder for all phases of
construction.
2. That the owner will comply with all provisions of the City of Zephyrhills
ordinances and codes pertinent to'the building.
3. That in the event various phases of construction are subcontracted, he will
engage only properly licensed subcontractors and will personally supervise
such work..
4. That in the event the Building :Inspector shall require corrections to be made,
the owner will assume full responsibility to insure they are made, and upon
completion will call for a reinspection before proceeding with the building.
5. That the owner shall assume full responsibility for the construction and will
not expect supervision of his work from the City of Zephyrhills Building
Department.
6. That prior to final inspection any additional fees, including reinspection
fees, must be paid in full. A written request from this office shall
constitute an official notice. to pay additional fees.
7. That the owner shall comply with all City, State and Federal laws in regard to
social security, workman's compensation, lien laws, etc., where applicable.
8. That the owner shall comply with all the safety codes issued by the Florida
:Industrial Commission.
9. 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 impr~ea
one-family or two-family residence or a far.m outbuilding. You may also build
or improve a commercial building, provided your costs do not exceed $25,000.
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 s&al;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 if for sale or lease, which is a violation of this
exemption. You may not hire an unlicensed person to act as your contractor or
to supervise people working on your building. :It is your responsibility to
make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the
responsibility for supervising work to a licensed contractor who is not
licensed to perform the work being done. Any person working on your building
who is not licensed must work under your direct supervision and must be
employed by you, which means that you must deduct F.:I.C.A. and withholding tax
and provide workers' compensation for that employee, all as prescribed by law.
Your construction must comply with all applicable laws, ordinances, building
codes, and zoning ations.~.. . ~
OWNER' S ~ DATE l..f. -- ~b Db
ADDRESS )
PHONE
en
PBRMJ:T #
W:ITNESS
"\.l;:S\ v '
-8ei02 Hwy. 52
Dade City, FL 33525
SHED EXPRESS, ,.INC.
SALES ORDER AGREEMENT
Cett-q-r?'JP0:L
Tel. (352) 521.3376
Fax (352) 521.3054
STOCK LJ
TO BE MANUF.
ADDRESS:
....
CITY:
COUNTY:
SlATE:
MODEL:
-"(,.>
~>,'i
ST'YLE:
} (~,
(PEAK)
,c.\.,,' \h--~
\ r.'
SIZE
LOADING INSTRUCTIONS: LOAD DOOR TO:
REAR LJ FRONT LJ DRIVER SIDE LJ PASSENGER SIDE BALANCE DUE S c.).:::,"j, Y.-1;'i
I WILL BUYER PROVIDE AN UNOBSTRUCTED PATH LARGE ENOUGH TO MOVE SHED TO INSTALL SITE BEFORE DELIVERY? _YES _ NO I
ADDITIONAL FEES/INSTRUCTIONS:
rEATURES
FINANCE
TERM
T
P
E l?-.
A
K
~
~
"
),=~.
PYMT
COMPANY
PROGRAM
P.O.#:
SERIAL#:
ORDER LOCATION:
SOURCE:
DAY PHONE:
/
EVENING PHONE:
, .
,
ZIP:
BEEPER:
X ,.---.L.J
COLORS
BQQE
(, r <:.(~n,'".
TRIM
.r....e.. "
6.QQY
Cr't:..'-,_}{....,
PRICE $ .'-' 'c'
It..lJ,
.;.-
~ --.-"
SUBTOTAL S
TAX $
", r
~".
i!'VI
TOTALS'~;::').. !~ 7"',
c.... I' r~ j li' r: ;1"_
DEPOSIT $ "II:,:) -\,()C,
r', '.J
~'"7
~
CR CRD LJ
CK LJ
CASH LJ
DELIVERY
CLEAR PATH IS NEEDED: FENCES, SHRUBS, ETC., ARE
BUYER'S RESPONSIBILITY. ONE SET OF BLOCKS AND
ANCHORS PROVIDED. ADDITIONAL BLOCKING OR
SITE PREPARATION WILL BE AT ADDITIONAL COST. A
$100 FEE WILL BE CHARGED FOR RETURNED DELIV-
ERIES DUE TO SPACE PROBLEMS. WHEN A SPECIFIC
PLACEMENT OF A UNIT IS REQUESTED, THE BUYER
ACCEPTS FULL RESPONSIBILITY FOR DAMAGE IN-
CURRED BY OBSTACLES THAT HAVE NOT BEEN RE-
MOVED. PLEASE REFER TO DELIVERY REQUEST FOR
LOADING INSTRUCTIONS AND,DIRECTIONS.
PERMITS:
BUYER RESPONSIBLE FOR ALL PERMITS AND SET BACK REQUIRE-
MENTS. CONTACT LOCAL MUNICIPALITY BEFORE DELIVERY. ENGI-
NEERED DRAWING AT TIME OF PURCHASE. STORAGE SHED WILL
BE PLACED WHERE INDICATED BY BUYER. RETURN TRIPS TO MOVE
SHEDS WILL BE. CHARGEABLE. THIS IS A PRE-CONSTRUCTED POR-
TABLE STORAGE BULDING TRANSPORTED TO BUYERS LOCATION
AND PLACED PER BUYER'S INSTRUCTIONS.
DEPOSITS:
DEPOSITS REQUIRED WITH BALANCE DUE UPON DELIVERY. UNITS
WILL BE HELD AT LOT MAXIMUM OF 3 WEEKS PENDING DELIVERY,
UNLESS PAID IN FULL. BUILDINGS MANUFACTURED TO SPECIFICA-
TIONS WILL HAVE A 20% CHARGE FOR CANCELLATION.
GOODS:
ALL GOODS REMAIN PROPERTY OF SUPERIOR SHEDS UNTIL PAID
IN FULL. COLLECTION COSTS, INCLUDING ATTORNEY FEES, WILL
BE RESPONSIBILITY OF BUYER.
BUYER HAS REACrALL TERMS AND CONDITIONS OF THIS AGREEMENT.
"
i
,
/.
,,"-
BUYER:
-, \ _'l ',' "'- \ (""',' r:~
DATE: ' ,. ,",,-.,j \ '. -"
SUPERIOR REP: '-::"~~ ,.:\~'~-'
..' . . """'
LOT ADDRESS AND PHONE:
n- PriDu rompty -.rim cbc
Florida ManaEactw.n:d BId.
N:t mol adopted Codes and ~
ISOMETRIC OF SHED Adhue to. the: fol1~' '/ )Ccitc:rila g 1 ~I
SCALE, N,T,S Q,rutrUdltI" T1P"~ . ';;! I
O,~ ( I ~: I(r:.li~ I'
Allo_#tU /I flo"" '" i
W...J V_ionty ,." L) :- ~J I I I
Fir61lAtmf oj ExI. W.lb ~ I I
pJ.,,, t ~LJO'O%- lx,J.....---x,---J.-x'1
1, ~.1~ 7 ~ I ~ +-- VA"ES (O'-o-TO 12".(l") ----+
AIlD... FtDor - .",.
..... rotlal Dtal .a..:ioR INFORMATION NOT SHOWN SEE END ELEVATION WITH DOOR
"I'M.'" _I' <;. , END ELEVATION FOUR SKID MODELS
'""}" SCAL.E 1/.. '" ".{J"
. , . ,uN~al of this Docum~t <l(J~ :YOt
Audloriu: or Appnm: ""y \J~"i"rio)n
From me: req..iremenu of ~Pt,li...ahlc
S...tc L......
1 x " BRIDGING
2.x" BENT (TYP.)
. 1 ::r" BRIDGING
SEE DETAIL BEL.OW
WINDOW OPENING
(2) 2 x 8 BEAM (TYP.)
4- ALUMINUtr.4 SIQING
h.BOTTOMPLATE ~
3'''. PLYWOOD FLOOR
HURRICANE ANCHORS . ,
(TYP,) USE SIMPSON
LSTA-18 wi #14 - 16d
NAllS
2 x e SIDERAlL
WALL ANCHOR DETAIL
SCALE: N.T.S.
i 40'~. MAX. LENGTH
IE t-i ~."~ ~~..-
fi t
:.- N
-- w
o ~
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- w
on on
w -
ii x
~ l
it
r
I .
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I
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I
-
2x6 P,T.P. PLATES FOR
SHEDS OVER 16' IN LENGTH
3/... PLYWOOD FLOORING
.. x .. RUNNER
2 x" BOTTOM PLATE (TYP. ALL
ARO UNO)
2 x e BENT (TYP.) (SEE SlOE
WALL ELEVATION)
FLOOR FRAMING PLAN
SCALE: lI..a. 1'Q
"--
on
w
~
t-
o(
:>
2'-0.
(TYP,)
r---t
WlNOOW I DOOR HEAOER
n-- .,.HEADE'
2xo4BEMT(TYP.)
...
'"
Z
~
W-
ii
b-
::-!P
oG
1 x 4 I!IRIOGING
2x4SILL
Nt" (MIN.)
...0- (MAX..)
SIDE ELEVA nON IJ\/ITM DOORS & IJ\/INDOWS
SCALE: 1"- .1'.0-
SEE DETAILS FOR
CONNECTlON
2 x 4 BOTTOM PLATE
"--
on
Ii!
~
t-
o(
:>
2'-0.
(TYP,)
r---t
'"
z
~
I
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~
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SEE DETAILS FOR
CONNECTION
1 It .. BRIDGING
2 It 4 BEHT(TYP.)
1 J: 4 WIND BRACE (TYP.) AT
FOUR CORNERS 1Z-Q" WIDE
OR GREATER
2 x 4 BOTTOM PLATE
'0
..
--
SEE SIDE ELEVATION \/\11TH DOORS' WINDOWS FOR INFORMATION NOT SHOWN
SIDE ELEVATION
SCALE: 1I4a.1'.(T
BUILDING SHALL COMPLY WITH
ALL APPLICABLE err':' OF
ZEPHYRHILLS O~:. . '.:\jC~
.,.'
,/:
"'-1.
'-"!I.z.
(2l-2 J: 8 STUD ACDED WHEN
GARAGE DOOR INSTALLED
MAX. WIDTH 5'.0- FOR CD
ENTRANCE DOORS WIDTH 8', z
S', & 9' FOR GARAGE DOORS & ~
DOUBLE DOORS
'0
..
P.T.P". 4 CONNECT flOOR 'T-
JOIST TO RUNNER W,
SIMPSON HS2"
.'
J
~VARIE
a:
~
~
0(
(2)- 2. 4 SPRUCE HEADER'
(2)0 2"xr t2 PINE EACH SIDE
NON LOAD BEARING WHEN
GARAGE DOOR INSTAllED
1 x 4 BRIDGING 0 SENT (TYP.)
20 GAUGE 3'" x 5'" GALV. PRESS
5 PLATES (2) PER CONNECTION
\l 'TYPICAL SLOPE AT KNEE
'I 12JOlNT OF BENT
1 x... BRIDGING 0 BENT (TYP.)
2 x 4 BENT FRAMES
CONNECTED W/10d COMMON
o ".(TO,C.
2 x .. BOTTOM PLATE
I I I
tXl-;f--X2~X'
-,f-- VARIES (6'.()" TO 12'..0; ---,j'-
FOR INFORMATION NOT SHOWN SEE END ELEVATION
END ELEVATION IJ\/ITH DOOR TV\O SKID MODELS
SCALE: 1I.a", ,'.Q"
SEE ATTACHMENT CETAlLS
2 x 4 HEADER
, x 4 BRIDGING
~ 2x4 BENT (TYP.)
~ TYP. SLOPE AT KNEE JOINT 01
l'l12 BENT
, If'' BRIDGING
- 2 II 4 STUC (TYP.)
3/4- PLYWOOD FLOOR OVER
112'0.T,P
V SEe ATTACHMENT DETAILS
141
SINGLE WIDE ARCH wI OVERHANG
SCA1.E: 1I4a. 1'.(T'
2" x:r PRE88 PLATES 80TH
SIDES ALL JOINTS
2 x 4 CONSTRUCTION
ALUUINUM DOOR SKIN ON
SACK ole SACK
DOOR CONSTRUCTION
(OPTIONAl)
Cf
+
N ~J
ri@1
WIRING DIAGRAM
(OPTIONAl ELECTRIC)
SCALE; N.T.S.
ALL 'MRING SHAU. BE MC CABLE ,. GA.
(2)W1RE WIG. ALL METAL BOXES
SON TP35 PLATE wi
lOd x 1-1/2- NAllS
INTO HEADER W/ (5)
ld x S' NAil 0 EACH
END
20 GA. 3" )( 5" CALVo
NAILED PLATES (Z) PER
CONNECTION FOR HEADER
USE 8d COMUDN
(Z) Z,. W/ 1/Z' PLYWOOD
SP ACER OR 4x4 12 PIN
SIMPSON HS-Z' W/ 5&5
1Sd NAILS 0 2x4 FRAME
TYPE I SEC110N THRU HEADER
SCALE: 1 112" .. 1'-0-
)SDN TP35 PLATE W/
10d l( 1-1/2" NAILS
INTO HEADER w/ (5)
Jd l( .3~ NAIL C EACH
END
2 l( 4 BENT
20 GA, ,3" )( 5" GALV.
_ NAILED PLATES (Z) PER
CONNECTION FOR HEADER
USE 8d CDMt..lQN
4x4 #2 PINE, 2)(4 NAILED
_ TO BOTTOM W/ (Z) #16d
COt..lMQN NAILS 0 16" D.C.
SIMPSON HS-24 STRAP
1'-- INTERMEDIATE FRAMES OR
I I HEADERS WI 4&4 16d
~\......1.. NAILS c 2114 FRAME
TYPE II SECTION THRU HEADER
SCALE: '11'Z'''''-o-
3/8" II a- FORGED
EYEBOL j
ih~ 2~ x 2- SQUARE WASHE.~S
I 3/8' . 2' BOLT w/ (Z)
WASHERS de NUT (A-24
~,~~~ A-" STRAP
(1,200N UPLIFT)
(I) 3/8' , 3" (I.Z00N
UPlIF"T RA TIN G) EXPANSION
SOL T OR WEDGE ANCHOR
INTO SLAB 0 SPACING
(PER TABLE 1)
SHED WI SKID ATTACHED ACHOREDTO CONCRETE
SCALE: 1 112". 1'..Q"
(I) 3/8' , 5' (400N
UPlIF"T =1:" TING) wEDCE
ANCHOR INTO CONCRE7E
SLAB AT SPACING
(PER CABLE 1)
NOTCH OR COUNTER SINK
BOLT iHRU 2 II 4.
+;:.'
2 x 4 BOTTOM PLATE
NAILED TO 2 x 6 SASE
SHED 'MTH FLOOR REMOVED ANCHORED m CONCRETF
SCALE, 1-I/Z' = 1'-0'
rPE I OR II CONCRETE PAC
II BLOCKING AS REQUIRED
,
,iZ" rill" ~ORGED EYE BOLT
L
112" X... FORGED EYE BOL
30" HURRICANE ANCHOR
2" x 'Z" GALV. WASHER
FORGED EYE SOL T OR ,
THREADED ROO
1/2" COUPLING
112"1l111'2"BOLTW/(2)
WASHERS (2,~ + SHEAR
CAPACITY)
STRAP DETAIL
~.~".,. ~
SINGLE HELIX AUGER ANCHOR CORAl E'IF AUGER ANCHOR
SET UP AND INSTAL.LA TlON OF SINGL.E WIDE SHED
1, BUILDING IS PLACED IN REQUESTED !..OCAT1dN ON SCHEOU!..E <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
BUI!..DING 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 lHE CORRECT
SPACING.
... ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRJLLED N 0 I
THROUGH THE 2 x" BOTTOM PLATE \YITH 112" AUGER BIT AND THE EYEBOLT IS FASTENED
INTO PLACE. THE HOLE IS DUG FOR 30" EARTH ANCHOR AND BACK FILLEO. THE EYESO!..T
AND AUGER ANCHOR ARE FASTENED WITH 112" X 2" BOLT. "AP PRO V E
5. IF UNIT IS TO BE An-ACHED TO CONCRETE SLAS, THE BUILDING IS SET ON SLAB SHIMMED
UP TO LEVEL. A 3Ilr HOLE IS ORI!..LEO wtTH HAMMER CRILL INTO CONCRETE 1-1/2" OFF RIM
JOIST. THE E"VE"BOl T IS FASTENED THROUGH BOTTOM PLATE AND AN t.' BRACKET OR
SIMPSON STRAP IS PLACEO OVER THE" 3/1rWEOGEANCHOR, A 112" X T BOLT IS THEN DOC U N~ E
FASTENED THROUGH THE EYEBOLT AND 'L' BRACKET. I
6. IF NO I'l.OOR UNIT BUILDING IS USEC, ANCHOR WITH 318. X 5. WEDGE ANCHOR CENTERED
BETWEEN EVERY WALL STUD.
GENERAL NOTES & SPECIFICA TlONS FOR AUGER ANCHORS
,. Building .ncho,. &Mil be .mob. hom." typ. '30 III'ICIIa h.1Ix .y. aug.r .ncha,. m.nufactured by Slyll Cr..e of F,..mont. OH
t.A...mum .Wow.tll. uplfft 2,000' or .qUN8i11nt.
2, Anchoring .y...m 10 "round par local buildirl" coa. (by ci..llr). LOCll. .nehora p.r Tabla" thr'ou"h Ih. bOtlom pili.,
3. Ancnor. 11'1.1 ba pille.d Ihrough th. bonom pili. .ncl floor .yUlim.
Table' Shed Ancoring to Concrete Slab
Tobie 2 Runner Spacing
Shl!d Widt UOlift I Siol! of e4nchor Scacino / Si
1"'..Q" 280'/lF 4'.'3~
'2".0- 240'/LF ".0-
10'~ 2oo./LF S'-O",
6'-0" '-160'llF 7....
Sheo 'Nidt Xl XZ X3
1....q ,'.10 '12" 3'-6112" S'.1'-
'2".0- 2'-6112" S'.1,-
'0-.0- 1'-6112" S'.1,.
".0- 0- .....
ValU..1rom .nd of 10_110 Qnl.,. of (2)" x.. .kld. only. ,.'..Q" wid. "'110. nay. i"'--'"of Ilod.,
-:-cole .3 Support Footing Pad Spccin.g for Runner 310cking For Single or Double Wide S~ecs
SHED DESIGN LOAD RE UIRE
for the 2004 Bulldl" Co
_ WInd "'-ro -;
qz . O.DD258(KzI(Kzt)(Kd)(VJ"2 I*" AleE 7-0 Q
Kz.Q.2I$Ex~... C; Kzt. 1.0
Kd.0.2I5: I. o.n; V" 150 WPM
IlZ . 32.004 PSF
w. ~ 1l0.2I5. 27.24 PSf
I -'0,. cenlly lhIIt I haw NVIeWed the..plaftl ''''ng wlCtl ..In. buikling 1Nlcen.1I and
componenlll UMd in tM manufacl:umg of 1M "'H.. The m.teri8i11 .nd CClmStOMnta .lther
".... Fiona. P,"IXI Appnwalaa reQuncI by Fk>>n:Ia Bu~~ Comrnir..ion RuM (Cn'Oler
98-72) or _. .nslpld uutg the Rablm., Method .nd AIow..... tll..~. O"ign. AI m.l.na.
.ncI Componeftl cgmp/y wCh Ih. 2001 ~ 200" Aonoa eU~ing Coa. lOr. '50 MPH WI"Id
W6oclty, b..e WIr'Id p....ura of 27_2" PSF.la o.n, Enctoud BU~Ih;, Euoau....C" Ind
N.I.P_C. .0,18., Roof L.iw LoIiO . 20 PSF, Roof C.aa LoaO . :. PSF. Floor 'jy't l.o.d .. :5
PSF. Floor o..OlMCI . 5 PSF
\o\oxlmum '_000 " Pc~ :-.ue
S:rlI!O )I!scrlction ?co Eno ;;co S;oe Munne Inll!r;or Sjoe HI.lr.nl!
Size T-.pe LW" - ?L Eno ,;loe Mell.. Soacln ?oe Type POd Pee rypl!
14' S',v / D -4.15' I 3 2J '0 3'. 5'_3" '936. ;, 0' "i ~ 8 794' " "' "
,,' S.. / ) 2.65' I 2 ~ '0 3'- ~r-o '.:.~5.. 1640.i!
'Z sw 5.00' I , III '0 3- " ," 2ete. " 0' il 2558i II 0' ill
'0' sw '.00' 4 III 10 3' 0'-0" 2400. '1 0' .11 2400# " 0' Ij!
8' Sw 4_00' ; 3 III 10 J- 5-9' , , . " 0' i:1 ~ "':.j, c, Ii!
Hoe..:
Paa spocing is eno to centl!r of pod.
2 Pocs othl!r thon enCl pacs spacing is centl!r to center
3. Use soml! mox. spacing ~or intl!rtor runnl!r,
';" ype Poc DimenSions
I 2"lltrx1~
II ..x S"ll 1e"
III '8"1l18"
. LoaG wdth on runner.
- Ba..d on 2,000 PSF allowablll .oil pr...u.... Sod pr.aau... .h.1I be ..,.nfilld by Mid pel'lllQm.l.r I..t or soilllab rlpon Chac::k WlI.h
Ingn..r If 10. p.....ur. _ ....Ih.n 2,000 PSF.
NotIIs:
Hollow or siiid concretl! blocks may be stOCKed en pods ~cr high seis up to 48" ~C)(. with out
rl!inforcing..
2. Pods requireo on 12' &: 14' wioe sneds only.
t.Aax. Loco
1,778'
'3.500'
3.950 .
~otl!riOI
c:anc...l. bloc:kaual
c:anc::...t. bloeka...
ABS OlastlC .os
cement &..na mill
cem.nt & ..nd ml)(
TObIe 40 Ancnor Spacing Of Auger T)'Pe Ancnors For Single Wide $hecs
.30 E e Auoer ':"nC:'lor or.30 :::; CorOI Anchor
~nd Ancnor .. Mox. nteflor Soocrl"!O .....
, '..Q" 10 3'..(1" 7'.'~
1'.Q"10 3'.q S.....
".o-t03'-O" llN)"
1'-Q"'t03'Q 12'-8"
Sheo Siz
14'..Q"
12'..0-
10'..Q"
".0-
UOJift ;ll
2<3
208
'"
13&
'_W"
700"
..00"
500-
400"
ioble 4b Anchor Spacing Of Auger TWe Anchors ror DouOle Wide Shl!os
.50 C ~uoer Ancnor
End Ancnarn MOll. 'nlenor S::>ocm
1'-o.103'.(J" S'q
Sheo $iz
20'..Q"
LW.
10.00'
UClift ?L
"'"
. lo.O width of upWl: on runner,
- LOCllion 0'.M! .""'., or..b .nchor.
- Anchor sp.CWIg ...rnple: 30" lug.' or 3JB" x 2.3J.t. ,.p'nuan bob.
NDIU:
1. Anchor spacing is bosed on .3 second wind gust ot 150 MPH per
A.SCE 7-98. Catogory -C", Importance Factor 0.77, EnClose Building,
N.I.P,C. - 0.18.
2 All meosurements listed above ore center to center of onchors.
3. The minimum number of ouger anchors is (4). (1) 0 I!Qcn corner 01
shed 10r sheds less in length than the maximum.
4 The minimum edge distonce for expansion bolts is B diometers or S-
for J /8~ exponsion botts.
5. Anchors snail be on side wells except when sned is placed next to
existing building, in which anchors can be placed on end wolls os dose to
ides os possiDle.
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Zone 'Ni,,(! Area ,- , - Zone Wino ...rO!c '., -,
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, 20 H " 4 20 '0 '2
50 " " 50 " 31
Zone Wino Area ,. - one Wine Area ,- -,
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