HomeMy WebLinkAbout105 Centennial DrEIVED CITY OF SANFORD
BUILDING & FIRE PREVENTION
F8 2 4 2016 PERMIT APPLICATION BY:
Application
No: 1 jrv- d-
O Documented
Construction Value: $ _ C;n ' Job
Address: 10 S 6n-kn n i d I V`QF SA TDYd' a Jo%1 j Historic District: Yes No Parcel
ID: 10 'LD - 3 b - S FS --0000- 13'60 Residential Commercial Type
of Work: New D Addition Alteration Repair Demo Change of Use Move Description
of Work: O X U -1 1 t Plan
Review Contact Person: Phone:
Fax: Email: Title:
Lit
vc oq z27 3 - . c t>M Property
Owner Information Name
W[av Lh/1 Phone: 17JUA7 -56--7 Street: (
bS- &K4nm trIJ ZV I _e Resident of property? City,
State Zip: —5.tA-6r( ,,Ft- v---:Y"-? rr
Contractor
Information Name
ei t' Phone: Street
City,
State Zip: _ Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Fax:
State
License No.: Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
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.
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. FBC
105.3 Shall he inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code
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 pen -nits 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 at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
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.
Signature of Owner/Agent Date
1pa ycu) ') • /{v% 6),7
Print Owner/Agent's Name
CD - l
Signature of•-
Y P'••,, ANNETTE SCOTT
Notary Public -State of Florida
My Comm. Expires Jan 16, 2018
COmmisslon I FF 071760
Bonded Through National Notary Assn.
Owner/Agent is Persona ly nown o e or
Produced ID Type of ID F(_ l L
Signature of Contractor/Agent
Print Contractor/Agent's Name
Date
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No ` #1olf Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: '-2- iv 'tTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING: 14'11
COMMENTS: o_-b iA56 11 to !r I% Qs6 Shag, on !P ,,,- NeK eAce
Revised: June 30, 2015 Permit Application
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 a
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
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
N 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
residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
M
lease. If a building or residence that I have built or substantially improved myself is sold or leased within
in I year after the construction is complete, the law will presume that I built or substantially improved it
for sale or lease, which violates this exemption.
I understand that, as the owner -builder, 1 must provide direct, onsite supervision of the construction.
1 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. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any
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 supervisio and must be employed by me, which means that I must
Ncomply 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
N
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
w abide by all applicable laws and requirements that govern owner -builders as well as employers. I alsounderstandthattheconstructionmustcomplywithallapplicablelaws, ordinances, building codes, 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 fi-om 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 1-850-487-1395 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
C/ v 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 Address: /0 5— tA:, N-1 Vy- _Sxr, X FL 3d 7
1, " T) • khb 14D /-L/ , 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 specified above.
Signature of Owner -Builder
Form of Identification
Must be Photo ID)
Date
e2 -,) Zi - /,
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding I 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
REQUIRED INSPECTION SEQUENCE
BP# /(, -efo
B11YL<OING PERMI 9
l!l[inn 10!I(:Y IIn'; tll 9Cn >me cn°i hi nn
Footer./ Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing —Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final .Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Mobile Home .Building Final
Pre -'Demo
Final Demo
Final Single Family Residence
Final Building (Other)
REVISED: June 2014
Address: &6—CW;F4pv?AY,
llsILQ.=U_Il Q.I"1 3R%H,6i8" _ ": ; - ,._ ..-, , ,: k ... ,,. ,I
Min
Footer / Slab Steel Bond
UCH.
re -Power Final
lectric Final
Inspection Descri hio.nMinnMax
Plumbing Underground
Plumbing .Sewer
Plumbing Tub Set
Plumbing Final
t
Boundary SuTvey
foT
Marcy Halton Tanya
Lot. 13B,
HIDDEN LAKE PHASE Ii, UNIT IiI
Plat Book 25, Pages 64-65,
Seminole County, Florida
Lot 139
PURCHASER / pr MGAGOR has been made
rg of any ENCROACHMENT(S) as
on thIj 9URV5Yi and hl by;, MKS
hamtls a FIDELITY SELLIER from i 0,1
MORTGAGEE an
cr damage due W same.
17(r)
i..
Nor PLArrco(P)
p.0eeeetu0 n fenceee— PROVED. PLANS
ENG. DEPT.
Off. 0
Si, c s Own P
215 C._Ce` w,a a ; me S
LI
Lot 141
m
r;. Legend
Recovered 4'x4' Concrete Monument,PRM2700
Set 4'x4' Concrete Monument oLB6300 This Survey Cert(f,led To:
m Recovered
Recovered
Nall 6 Disk as shown
X Cut In Fidelity National TitlePinnaclessl- o - Recovered
concrete
1/2' Iron Rod LS3382 Financ(al! Corporation
Recovered 1/2' Iron Rod not Marcy Holton
Light Pole as shown Tanya Smith
e— 6' Wood Fence x— -4' Cha i n I I nk fence
Fence as shown d Central Angle L•Are R-Radlus R/V lght of WilyConcreteSlabA/C -Air Conditioner (R)•Radlal (NR)-Non-Radial
P)-Plat (M)-Measured (C)-Calculated (0)-Deed Bearinggs are based on the
POB*Point of Beginning POC•Polnt of Commencement conterllne of Centennial Drive
as: being Nt5'28'24'E, per platSCALE: I'- 30' POL•Polnt On Line
Not valid wilhovt the slynsture end the original
raised seat of a Florida licensed sup yor and
rapper. Additions and deletlo s tp vey a a, REVIEWED BY: MWS This survey Is certified to and prepared for the Legal Description furnished by
sketches or repoits by o er hen sly ny sale and exclusive benefit of the entities and/ client (unless otherwise noted)
party or parties i Pr lb e0 NI ut aten DRAWN BY: SAW or individuals listed and shall not be rel led on
consent of the el in pc' y or tie by any other entity or Individual whomsoever. This Is to certify that I
DATE: May 22, 2001 Undergroundhavefoundationsand/or Improvements were
reviewed the Flood
insurance Rating Map (FIRM),
Michael so ro, e JOB No,: i4050 net located as a part of this survey. Panal Number 120294 0045 E.
Dated 4/17/95 and determinedFForthetingoAltaor,h ey ngn
and Platting, Inc. Ce630D Lands shown hereon were not abstracted for rights
Revised: that the lands shown hereon
of ways and/or easements of public records. Iles In Flood Zone -X'.
aILUcaMW®U[E S9 WWW Mm W 0 mW M aM® L@UU 0m 0 0 445 Douglas Avenue, SuJte 1505 Phone (407)
852-7555 Altamonte Springs, Fl
or l da 32714 Fax 14071 882-5229 i s
EIVED
iBus_i es , FEB 2 4 2016
t"i`0_ feJ SJ6haI
i..., 'DAY`
Ken Lai song . . 414i'fr
October 14, 2013
Alex Martens
Superior Sheds, Inc.
2323 S. Volusia Ave
Orange City, FL 32763
RE: Manufacturer Certification, ID MFT-113; Expiration Date: October 14, 2016
Dear Alex Martens
T.:!.;az_ re, !r 132 _00772
RickGcott G4temaf
It is my pleasure to inform you that Superior Sheds, Inc., located at 2323 S. Volusia Ave, Orange
City, FL 32763, has been approved under the Manufactured Buildings Program, as provided for
under Chapter 5.53, Part I, 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 have been reviewed, approved and
indicated [on the cover page 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 monitoring visits at least once each year. You
must grant complete access to your manufacturing facility and records to remain 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 BCIS (www.floridabuilding.org) for online renewal. If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www.floridabuildino orq to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
9
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n Plata +,a7,ad m Wi'8. T7€?.`•ED 19 PLICc NEXF TOM i r.0 &S1;LBl'iG W.'CH GL4E Ar CiOFLS cvr BE PLACE rn
Ei V wrL ti cPcsEAs PcsQ:aLt;To s>a tvALici 1- r x s- p_i5.-a s[ts j VI,d, Pax
RMat Io CL-. GENERAL MOTES_ ' scs[a i } =1'-G• 1.
ALL BUILDF jGS FROU. 0 SQ FT. TO 72o SQ. Fr. ARE ExEMFF FROM WIND -SOME -DEBRIS STANDAP,DPER>-,Dj?JOASTATLrfS, • 2.ALL
BU;L.Dl7.'CS
FROM 0 SQ. FT_ TO 400 SQ. Ff.-ARE FORUSEWTFHG!1 A1D11.y0FAM;LY Tx d' bot; om prst. RESIDENCES
ARE OCEMPT FROM DOOR HEIGHT REDU7RakE]. FS PER THE IM,- 3_ ALL COW,ERC_IAL BOILOWGrS
AS W ELL AS RES[DE1T LkL BUU.DIN 401 SO -FF OR GREATER Txr t .,Esd MUSYCOt.?PLY WfltiTHEB-8'DOOR HEIGHT AND THE MitL AND ?.(AKWIDTH f]UtRES.tE[S[S_ 0- A11 BU[LDL4: S 400
S4. FT_ OR LESS "Wili 727 DOOR HEiG1, F ARE ACL£SSORiES TO U 1"x4't r:2(wlnd
brae. g} nrave 121W c"f -12 Fs
2- x 4- tairt'tt,.} both-
Plto X DM ui:id bcxve {Cfp_)
of''
Ytti
DM CIIB,as _ 2x 5 p,
L sfd-aT
T8-0 nFjiirar3 is` to 2-
1- pson F--2S, 1) H&24
CS nr iT NYaROvEj,I7 Dct kr! c 9t-d (tT'p) sax`s
spa: r =1.-0, eYabolLa: td v'tor boic bye-1ter'V' x<and{2)
Fur cu,nsdict X' x r
gatti, v.rss a'td nut F e Yx'r' a'
dRzr'
rq 3x,
13; F..', rocdlYd i'Y't' 3.-sdsc 3-
i_13F Ss3 rr<.M. 1 Sl cad, ae dl+chc a 6 z_T31 trt d. -
9"iYrc Sltr6er a-m. 8"±s'.3 xft,?.-. mt_ a'kr tSx]'rrr-..
t b"rcM <ar.+ c T 7 T o s i31 i+-
do ttc,k b .S -cA 4l ', a T$GRESj BpMALSjRUCTURES. Z
5_ THIS
PLAN W(S DESIGNED PE27F-
w FBC AND THE FBCR B_ FAS i ENERS rOR ROOF AND
WALLS SHAtlBESCOT-,,@T LLGRIP taErAL 70 LA"A7O'FA57FNEPS C7 APO <c7ktL HE S-y , X 1'
OR EQUAL W1 T(I.iIN)'iT-[RFAO P8+*&Ri i30t'ST'P.j jj Z o T x 67'side raif 7. GUTTERS
TO BE INSTALLED Of.F SITE BY OTHERS TI- ROUGH LOCAL CODES_ LU ForddEya Botcx'Tltrsadod Pod SHED DESIGN
LOAD
REQUIREMENTS FOR THE` Z15 ti . i2014 FBC-5th Edition, 2011 NEC, 2014
FFPC _' ' - CcuprYtg tt Necesa3nfc Ls.+s[ _ Z a t ht eby ceriify that f E ave
I eti wed these plans along with atf buLdi g maierzfs and components used n the manufacturing of ffe sheds
The material a.nd comp neris --4ther p . have a Florida Product ApOb,tal as raGrirp,
d by the Florida Bt?,dalg.Co= r iss on RDI6_($I f3) Q h o 3n-Hu ricans And,or .. l-c =.. crvnreanaixzedusingthe17LStress
LySigti n t maie ials and EZI-PO ie 2014 FIG:da SuMing Code, the Florida Manufactured
Building Ao n hnS 1\LEC_ fore calegory i
s Enclosed BLaJdng. Exposure "C", ti><-tS7 a winQ'vstw"rty three secoT?d gus<) DESIGN PRESSURE , zz:. WA
y.l: _ Q FLOOR
LIVE LOAD 75 PSF QESI( iTFftfA FLOOR
DEAD LOAD aPSC-. 1 FEfYELOAD
20PSF t.UILD!NG CA"TEC-
0RY
ROO POOR
DEAD LOAD 5 ?SF - . `- .1 ;• ` sS
1 ..
SINGLE H-IXAuGER ri4CHOT2 llILDING
ifPE
ACCESSO'RYSTRUCT;
RE IN7F-PNALPRE-SURE COEFFi.;T<i-[t1g _ ; N JCTfq'<I ice; 'E V3 sia[rus.
ND VELOCITY : Ot1tVLE 9 OF FLDDRS.
1 - /' 4. ! E RATINGNIA.c OS'J4£CS115SIFIG4.[Oht
EhCI-OaEZ i25T9
SET UP AND INSTALLATION OF SINGLE WIDE SHED
1.BUILDING IS PLACE 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 THE HIGH SPOT AND LEVELED. THE OTHER END OF THE
BUILDING IS BROUGHT UP TO LEVEL AND; BLOCKED, THEN THE CENTER OF THE BUILDING
IS SUPPORTED -TO LEVEL, BLOCKED, AND THEN SHIMMED.
3. AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING -(see table 3)
4- ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING -HOLES ARE DRILLED
THROUGH THE 2" X 4" BOTTOM PLATE WITH AN 2 AUGER BIT AND THE EYEBOLT(or 2" threaded rod) IS
FASTENED INTO PLACE. THE HOLE IS BUG FOR THE 30" EARTH ANCHOR AND BACKFILLED-(per
manufacture guideline): THE EYEBOLT AND AUGER ANCHOR ARE FASTENED TOGETHER WITH A 2" X'2"
BOLT & NUT, AND (2) 2" X 2" GALVANIZEDWASHERS_ 5,
IF UNITAS T.Q;,BE ATTACHED TO A CONCRETE SLAB, THE BUILD IS SET ON THE SLAB SHIMMED UPTO LEVEL-
A 2" HOLE IS DRILL INTO CONCRETE 1 2" OFF OF RIM OF JOIST. THE EYEBOLT IS FASTENED THROUGH
BOTTOM PLATE AND A A-24 S]MPSON BRACKET OR EQUIVALENT IS PLACED OVER THE 2" WEDGE
ANCHOR. A 2" X2" BOLT AND NUT W/(2) 2" X 2" GALVANIZED WASHERS ARE USED TO ATTACH THE EYEBOLT
AND A-24 BRACKET TOGETHER 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 THE HIGHEST LOCATION OF 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 Ta ACHIEVE THE CORRECT SPACING. (see table 3 ) 3.
THE NEXT SECTION OF THE SHED IS.BACKEDiNTO PLACE AND UNWADED PARALLEL WITH THE
FIRST SECTION. THE TWO SECTIONS,ARE CONNECTED AT THE LOWER CORNER WITH 0)
2" X 4 2' BOLT AND NUT, THE SECaNWSECTION;IS THEN LEVELED AND THE OTHER BOLT HOLES
ARE LINED UP AND THE BLT OSARE°PLAGEDiAND'TIGHTENED TOE'REST OF THE BLOCKING
IS THEN COMPLETED tTHIS PROCEDURE IS REPEATED FOR`=MULTIPLE SECTION SHEDS,
UNTIL ALL SECTIONS ARE iN PLACE ; 4.
GROUND ANCHORS ARE THEN ADDED (see table 4b) 5.
ONCE BUILDING IS PROPERLY BLOCKED. AND. BOLTED TOGETHER,` THE;SUPPORT BRACING
IS REMOVED. 2•
X 2" FLAT WASHER-W/} NUT 2'
X 4" BOTTOM PLATE SIMPSON HS-24 CLIP orequivalentz"
X 12" FORGED EYEBOLT 2"
X 6" PS. FLOOR
FRAMING TYPE I, 11, Ill or PAD W/BLOCKING AS
REQUIRED SIMPSON
HS-24 CLIP(670# UPLIFT) arequivalent -
J"
X 2" BOLT W/(2) 2` WASHERS SIMPSON
A-24 CLIP or
equivalent T _ _ _ _ _ (
1) J" x 3" (1,200 UPLIFT RATING) - 4"
min _ EXPANSION
BOLT OR WEDGE ANCHOR
INTO SLAB @(spacing per ON. - - - -z - y
table
1) CONCRETE
SLAB BY OTHERS THROUGH LOCAL
CODES AND JURISDICTION SHED
WITH SKID ATTACHED' ANCHORED TO C NCRETE SCALE:
N.T.S. x
2" galvanized washer vith
1/2' nut threaded
rod coupler
2"
bolt & nut w/ (2) 2" x 2" - anized
washers(2,000#+ arcapacity)
12"
forged eyebolt - iurdcane
auger anchor STRAP
DETAIL scale-
n.ts. 1.
Building anchors shall be "mobile home" type HP-1 single helex eye auger anchor
manufactured by Home Pride of Bristol ,VA. Average holding power is not less
then 4,900#. 2.
Anchoring system to ground per local building code(by dealer). Locate anchors per Table 4a or
4b. 3.
Eyebolts shall be placed through the bottom plate(floor system) and attached to anchor. TABLE1
TABLE 2 Shed
Anchoring. to Concrete Slab Runner Spacing Shed
Width U lift / Side of Shed max.anchor spacing 13'-
8' 280# 1 LF .. 3' - 6" 11'-
8" 240# / L T - 6" 10-
200# LLF. T - 6" 8'
160#!LF- 3'-6" 6'
1204 LF T - 6" -' Shed
Vrdth Xt X2 X3 2' -
8" 10`
V - 7" 6'- 10" . Values
from end of joist to centers of (2) 4' x 4" skids only..13'-8" wide sheds have (4) set of skids TABLE
3 Support Footing Pad Spacing for Runner Blocking for Single Wide(SW) or Double'Nde Sheds(DW) Maximum
Load & adType ' Pad
Interior nner ShedDescription41flor
1. `
Pad spacing Is end to center ofpad 2.
Pads other than end pads spacing iscenterto center. 3.
Use same max. spacing for intedorspacing. , Type
Pad Dimensions Max. Load" Material I
2".x 8" x 1W 1.778# Iconcrete block quality cement &sand. rnix If
4" x 8" x 16" 3 500# concrete block qualitycement & sand mix III.
16".x 16" 3I950# ` A nc Pads ' IV
8" x 8" x 16", 1,900# 1 concrete block quality cement& sand. mix Table.
4,3 Anchor
Spacing of Auger Type Anchors for Single Wide Sheds LW`
U lift PLF End Anchor" ax. ntenor as7:00' 243 1'-0 to T- "10' 0" 1
1--0" to 3--0"5.
00' ffShedWId111174 7'-O to X-Q 10'-0" 390'
to3.UV110411'-W to 3'-0" I Table
4b Anchor
Soacino of Auger Type Anchors for Double Wide Sheds 30"
Eye Auger Anchor, Shed
Size -iW' Uplift PILE End Anchor", Max. Interiors cin t '
10.00 I I V-0" to 3'-0' 1 6-1- Load
width of uplift on runner Location
o£endauger-anchor orslabanchor Anchor. spacing example:
30' auger anchor or }" z 3" expansion bolts - Notes: S. Anchor
spacing
is based on a 3 second gust at 180 M.P.H. for a Exposure "C".Enclosed Building per ASCE
7-10. 2. All measurements.
listed above are center tocenter of anchors. 3. The minimum number
of auger anchors is (4)_ {1) tat 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 expansion bolts. 5. Anchors shall be
on side walls exceptwhen-shed is placed next to existing building, in which anchors can be
placed on endyralls. as close to sides as possible. Load width on runner- - -
2' X 4' BOTTOM
PLATE Based on 2,000
PSF Soil Beating Capacity (2,000 PSF is 1- NAILED TO 2" X 6" PT BASE NOTES: 4: Hollow or
solid
concrete blocks maybe stacked on pads for high sets up to 48" max. without reinforcing. 2, Pads required on
1 T-8" & 13'-8" wide sheds only. CONCRETE SLAB BY OTHERS
THR LOCAL CODES AND JURISDICTION
A SHED WITH SKID
ATTACHED
SCALE: N.T.S.
2" x 2" FLAT
WASHER. W/2" NUT X 4" BOTTOM PLATE
X 12" EYEBOLT OR
i THREADED ROD (IF NECESSARY) WITH 2" X 2"
WASHER AND NUT 12 000#CAPACITY)# UPLIFT 1).1 x 5" (
400# UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE
SLAB THROUGH 2" X
4" BOTTOM PLATE NOTCH OR COUNTER
SINK
BOLTTHRU 2" X4" PLATE
c 4 4" min.
SHED
WITH FLOOR REMOVED
ANCHORED TO CONCRETE SCALE:
N.T.S-
0110112012 02-23-2012
02-
29-2012 04-
02-2012 05-
02-2012. 06-
16-2015 O
d q Z
Lu
fn CO < ¢
Lu Q. o =
oo m
rn= QO
OO W
nw2D_ W¢
aN a'
co
O
co Z
O t-
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l-
zCOUPLER
IFNECESSARY
SHEDDESIGNLOAD
REQUIREMENTS
FOR THE 2n14: FLORIDA.BUILDING CODE..5th
Edition to EYEBOLT AND30"AUGERANCHOR-FASTENED - w W1?" X 2" BOLT
AND
NUT W/ (2) 2" X 2' FALT WASHERS. I hereby certify that I have review these plans along With all building.materials and z " I A components used in
the manufacturing
of the sheds. The materials and components O V either have a
FloridaProductApprovalasrequiredbytheFloridaBuildingCommissionzoSEEBUILDINGANCHOR
Rule (9N-
3) or were analyzed using the Vult Stress Design. All materials and components DETAILS comply with the 2014..
Florida Building Code, the Florida Manufactured Building Acts W F SINGLE HELIX EYE AUGER ANCHOR
SCALE: N.T.S. and
Rule for a Category
1: Enclosed Building, Exposure "C", with a'wind W velocity of 180 M.
P-
H.(SW) &' 190 M.P.H. DW) (3 second gust) 0¢ a zoo WM wo to O
N
ZO u-m DESIGN CRITERIA
DESIGN PRESSURE O
a CATEGORY -
FLOOR LIVE LOAD =75
PSF OPTIONALFLOORLOAD =125 PSF Q m
p V CONSTRUCTION TYPE -
VB CONSTRUCTION TYPE
FLOORDEADLOAD = 8PSFJ>: 0 BUILDINGTYPE - ACCESSORY STRUCTURE. ROOF -LIVE LOAD = 20 PSF w O. EXPOSURE - - C" WIND VELOCITY SW 180M.P.
H. (DW 190.M.P.H.) ROOF DEAD LOAD = 5 PSF INTERNAL PRESSURE COEFFICIENT =+/_0-18 3
MEAN HEIGHT 9.85 ft.
ALLOWABLE #
OF FLOORS 1 - o U)
N - ENCLOSURE CLASSIFICATION ENCLOSED 7FIRERATING
NIA Q . l' o
WIND LOADS Roof I
Wail S
W.) 43
56.4 41:
95 34.OB WIND LOADS Roof WaIPSHF T D
W_ 4 *
i /// i 9.9
48.94 41.
6 -
08.
34 A c eaton, Jr. P.E I
of 1 FL PE #35816 I
RECORD COPY
I;
VED
I FEB 2 4 2016
ii
REVIEWED POR CODE COMPLIANCE
PLANS EXAMINER
DATE
SANFORD BUILDING DIVISION
A PERMIT RUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE 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 THIS CODE