HomeMy WebLinkAbout173 Wood Ridge Trl (2)Job Addre
C IV +
MAR 3 0 2016
BY;
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No• t (4 2 f '7341?"
Documented Construction Value: $
Historic District: Yes No R
Parcel ID: 39 q --_--O _ SG1b C Oco_ 03,110 Residential a Commercial
Type of Work: New ElAddition ElAlteration ElRepair ElDemo Change of Use Move
Description of Work:
Plan Review Contact Person:
Phone: Fax:
Property Owner Information
Title:
Name Phone:
Street: a Resident of property?
City, State Zip:
Nan;-
Strei.i.
Contractor Information
Phone:
li( 1 I
T
i Fax:
City!
LC
4 (( . Nan -{- P (` t 415
Strec
City;
Bond'.
Addil
State License No.:
I
ngineer 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 be inscribed with the date of application and the code in effect as of that date: 51b Edition 2014 Florida Building Codeg
Revised: June 30, 2015 Permit Application
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 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.
3.3o ,
Si o Owner/ gent Date
ego AL`, 330116
Print Owner/Agents N e
Sign"ure of Notary -State of Florida Date
LISA ANTONINI
Notary Public - State of Florida
My Comm. Expires May 21.2018
Produced ID r/ _
or
Signature of Contractor/Agent Date
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
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: t, UTILITIES:
ENGINEERING: IM -A
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 4, 41 t(y
COMMENTS: k b i>1S'fLt l 10"(11, $ ej iin appryx"ykod hoc",,ovi cs kown wjk I3.
21' SU`pJec a 6' Pr'tio,cy -kvkce hS. vxo('
4te_a% Jr Co f rya r 9 o s2 to i s de Piro r-f- Revised:
June 30, 2015 Permit Application
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
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
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
lease. If a building or residence that I 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 it
for sale or lease, 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
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
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 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 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 1-850-487-1395 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 the legallyamparty 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 Jr
I, 3); :!%o r a i y0 S - , 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 L
Must be Photo ID)
Date
3 --3o
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
SCPA Parcel View: 32-19-30-5GS-0000-0370 Page 1 of 2
CSDavid ,
lohnoorn. CA PropertyRecordCardPROPERTYParcel: 32-
19-30-5GS-0000-0370 APPRAISER Owner: KANE
LAURA & RAIGOSA DIEGO EMINOLECOUNIY, FLORsDA Property
Address: 173
WOOD RIDGE TRL SANFORD, FL 32771-8839 Parcel:32-19-
30-5GS-0000-0370 Property Address: 173
WOOD RIDGE TRL Owner: KANE LAURA &
RAIGOSA DIEGO Mailing: 173 WOOD
RIDGE TRL SANFORD, FL 32771
Subdivision Name: KAYWOOD
REPLAT Tax District: SI-
SANFORD Exemptions: 00-HOMESTEAD (
2016) DOR Use Code:
01-SINGLE FAMILY gave Uur Homes
AaJ 1$15,425 Amendment 1 AdI
Assessed Value 129,
774 137,564 Tax Amount without
SOH: 2015 Tax BIII
Amount Tax Estimator Save
Our Homes
Savings: Does NOT INCLUDE
Non Ad Valorem Assessments 2,292.19
1,978.27
313.92 http://
www.scpafl.
org/ParcelDetailInfo.aspx?PID=3219305GS00000370 3/30/2016
qAI FC n6ni o erQcCnnckrr
4
SUPERIOR SHEDS, INC.
L C LOR - --WINDOWS VEt, S ELECTR WALLHEIC HT DEQK
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BODY ' 14 (r ibc / !! ` 0 t !
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AC'HO RAMP GARAGE DOOR ENTRY
DOORS:. TYP 'WXH R H/L _ COLOp
OTHER / MISC: _ F
A
RTO RNm% CASH
COMPANY t
PRICE
L/
TAX+
TOTAL = oaqcT4 P
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ADDITIONAL + E
DESCRIPTION A +
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DEPOSIT $
CC `r CK CASH
F •
BALANCE DUE -
WILL BUYER PROVIDE AN UNOBSTRUCTED PATH LARGE ENOUGH 0 MOVE SHED TO INSTALLATION SITE? S ' O NO
ADDITIONAL FEES / SPECIFICATIONS / INSTRUCTIONS: ` ! C% 1 • ~
DATE . STOCK TANUI SERIAL 8
ram a ra w v`.r Vl\ 1
PO k SOURCE
BUYER LAST NAM FIRST' - DAYTIME PHONE NIGHT PHONE ` CELL .
gym- 3Uv- 686 i9• /%l. ADDRESS'
INSTALL ADDRESS IF DIFFERENT
CITY , couNr IP CITY couNrr
h.
cv T, SUPERIOR DER LOCATION SALES REP.
STYLE I SIZE + MATER
N4,
AMPLE ROOM IS NEEDED. 'FENCES, SHRUBS, ETC. ARE PERMITS: BUYER IS RESPONSIBLE FOR ALL PERMITS. CONTACT YOUR LOCAL MUNICIPALITY ANDBUYERRESPONSIBILITY. A $100.00'FEE' WILL BE CHARGED HOA. DRAWINGS AND STATE CERTIFICATION PROVIDED AT TIME OF PURCHASE. THIS IS A MANU- • ' FOR `RETURNED DELIVERIES• DUE TO SPACE PROBLEMS. FACTURED PORTABLE STORAGE SHED DELIVERED FULLY ASSEMBLED AND PLACED PER BUYERSBUYERACCEPTSRESPONSIBILITYFORDAMAGEINCURREDINSTRUCTIONS. BE AWARE OF SET BACKS. RETURN TRIPS TO MOVE SHEDS WILL BE CHARGEABLE. BYOBSTACLESTHAT HAVE NOT BEEN REMOVED: ANY SITE PREP
BY DELIVERY CREW WILL BE AT ADDITIONAL CHARGE. BUYER UND ANDS ALL -TERMS AND CONDITIONS 0F'THIS AGREEMENT.' ONE
SET OF BLOCK AND ANCHORS PROVIDED. ADDITIONAL' ./ / _, BLOCKS,
ANCHORS'OR ROLL INS WILL BE CHARGEABLE.`BUYER: ///VV/ / e , PLEASE
FILL OUT DELIVERY REQUEST FOR DIRECTIONS AND'- Signature r V INSTRUCTIONS. +
f DEPOSITS:
DEPOSITS REQUIRED WITH BALANCE DUE UPON Prn t Name DELIVERY.
UNITS WILL BE HELD AT LOT. A MAXIMUM OF 9-f
WEEKSPENDINGDELIVERY, UNLESS PAID IN FULL. BUILD- DATE: SUPERIOR REP. SI NATURE: INGS
MANUFACTURED"TO SPECIFICATIONS WILL HAVE A 20%
CHARGE FOR CANCELLATIONS. LOT ADDRESS' a , Vl w GOODS:
ALL GOODS - REMAIN PROPERTY • OF SUPERIOR ` uic'c . 1 t / J SHEDS,
INC. UNTIL- PAID IN FULL. COLLECTION COSTS, IN- 0 CLUDINGATTORNEYFEES; WILL' BE THE RESPONSIBILITY • PHONE: .,r •`;, OF
BUYER. ?; `.^;
SUPERIOR SEEDS
DateIQSales rep
Customer_ (,; _
Install address -
Miles from lot ni.,4
Shed
Info
Yard Placement Diagram:
LOAD DOOR TO: CAB
DELIVERYREQUEST--INSTALLATIONDETAILS
Shed location G-c'G'Gz;
Phone(h) t0
Sr.# Color
n:4:,5 IM
149,
P Size
PASSENGER MAX SIZE SHED
Obstacles to install site? FenceN*--,)AC units Y-Trees Y-fOverhang Y-Power Poles Y- PowerLinesY Septi :Sprinkle Gate Y, width n Underground
cable & water lines marked and awa from Y
wide enough Y Turning
radius ok for shed in yard if required Y ther anchoring
slt Crane in Y- I;' 0_,
4-i 1 - 1 1 u,,
stomer will remove or secure a y of the -above obstacles which will prohibit install before the delivery date 1 , Description R 4 Site
Path must be clear/ready before delivery - *additional fees will apply if delivecrew must do site prep work. Installsiteustbe "LEVEL and ACCESSIBL " before delivery. Level Y" } i( Anchoring
surface1'C71_ Highs Issues/re uests L T q ,SC2C Roll in
V- istance of roll in__feet- Any Stance above 25 feet will car and collected attimeofdelivery. carry dditional charge to be block needed
for high sets or unlevel areas will carry an additional charge and col**One set
of blocks and anchors is included as per size of shed and drawing requirements - however extra lected at
time of deliver. Customer Signature '
PLEASE CUT
GRASS AND 1riOVE,4Ny,gA IM,gL WASTEBEFOREDount due upon delivery $ I\ f
f 48 HOURS
BEFORE DELIVER YIF YOUPLAN TO TREAT THE AREA, D GE C ED BSOTAPESCLENOT SST REMOVED IS
BUYERSRESPONSIBILITY. PLEASE REVIEW WHAT'EXTRA CHARGESMAYAPPLYASNOTEDABOVE. PLEASE REMEASURE _REMOVEORSECUREANYOBSTACLES —PLACE FLAGS PROVIDED TO MARgREQUESTED PLACEMENT OF SHEDINYARD. sAformAdelivery forms\delivery
request installtion details 082011.dooc
Ffofess1bhal
Ken 1 a vsr n,Sec!:
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
FL-; 1i: is+$;:L7SC4i Cg!•6'. i4; jC n
v i;uill b.' ,uG2 4;eel
r ji^!ii, 1450 Yv7, 5"N ,Fix, 860.4 14 Ji.nT
Rick Scott, Governor
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 553, 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.flondabuilding.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.floridabuilding.org 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
BOUNDARY SURVEY
LEGAL DESCRIPTION: LOT 37, KAYWOOD REPLAT, ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 30, PAGE 27-28, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
THE ABOVE REFERENCED PROPERTY IS LOCATED IN ZONE Y, AREA OF MINIMAL FLOODING, AS PER
F_I-R-M_ COMMUNITY PANFI NO 19117rnnR5 F CFAAINnI F rnI INTY Fi nRIf1A KAA0 nATC'n CCDTCLADCD
N
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JPP_ROVD PLANS op
ENG.
DEPT. 16 ib t.
JF -}9 I n&A-mkl lc)* x a, Shed skoton
17FIED
TO: FInFi irv_A,A 7711AJ A _7777 F OF FLORIDA, INC. S
dG Sup ' + + (0 Q 'E INSURANCE COMPANY Jy _...,--^RA RON 4eAc 11/1S+a ec Yb L--- aS c DIEGO RAIGOSA sole-
pr" l
one, J LEGEND
FOUND
CONCRETE MONUMENT E EAST R RADIUS / RADIAL FOUND
PROPERTY CORNER ENT. ENTRANCE S SOUTH O
SET PROPERTY CORNER ENCL ENCLOSURE SAN. SANITARY O
PERMANENT CONTROL POINT ESMT. EASEMENT SCR. SCREEN A
DELTA FND. FOUND S.W. SIDEWALK A/
C AIR CONDITIONER I.P. IRON PIPE T TANGENT BLK.
BLOCK I.R. IRON ROO TEL TELEPHONE RISER BOX B.
O.B. BASS OF BEARING L LENGTH TYP. TYPICAL BRG.
BEARING Jay 11<41 M. MEASURED U.E. UTILITY EASEMENT CATV
CABLE TELEVISION BOX, N' NORTH U.R.B. UTILITY RISER BOX CHD.
CHORD 0-11' ii1li N/D NAIL ! DISC W WEST C.
L.F.CHAIN LINK FENCE't P.C. POINT OF CURVATURE W.F. WOOD FENCE C.
M. CONCRETE MONU H . P.C.P. PERMANENT CONTROL POINT W.M. WATER METER CONC.
CONCRETE P.T. POINT OF TANGENCY COR.
CORNER P.O.B. POINT OF BEGINNING COV.
00 I P.O.C. POINT OF COMMENCEMENT D.
P.O.L POINT ON LINE D.
E. AGE P. PLAT HER
Y CERTI T 'SURVEY MEETS OR EXCEEDS E
INIMUM C ANDARDS SET FORTH BY THE ORIDA
BOA URVEYORS, PURSUANT TO c
71ON 5J- .0 5J-17.052, FLORIDA MINIE.
IESS 72.027 I
ST TES: CHARLES R. DEFOOR,
P.L.S. 4189 DATE ti Q a
W
a
I
NOTES
1.
BEARINGS
ARE
BASED ON RECORD PLAT. 2 THE SURVEY
SHOWN HEREON WAS SURVEYED BY THE LEGAL DESCRIPTION PROVIDED BY
THE CLIENT. 3. ROOF OVERHANGS
AND FOOTERS HAVE NOT BEEN LOCATED. 4. NO IMPROVEMENTS
OR UNDERGROUND UTILITIES HAVE BEEN LOCATED EXCEPT AS SHOWN.
5. THIS SURVEY
IS NOT VAUD WITHOUT EMBOSSED SEAL S. THIS SURVEY
IS NOT VALID FOR ANY REAL ESTATE TRANSACTIONS 90 DAYS BEYOND THE FINAL
SURVEY DATE SHOWN. 7. THE SURVEYOR
HAS NOT ABSTRACTED THE LANDS HEREON FOR EASEMENTS OR RIGHT-
OF-WAY OF RECORD. S THERE MAY
ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY
BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9. ALL BEARINGS /
ANGLES AND DISTANCES ARE PLAT AND MEASURED UNLESS NOTED OTHERWISE.
PREPARED FOR: LAURA
KANE, DIEGO
RAIGOSA & DIEGO RAIGOSA CHARLES ROB DEFOOR
PROFESSIONAL LAND SURVEYOR
197 VILLA Of
ESTE TERRACE, UNIT 113, LAKE MARY. FLLA. 32746 LOT SURVEY DATE:
FOUNDATION DATE: FINAL
SURVEY DATE:
12-9-15 DRAWN DATE: 12-
9-15 SCALE: 1 ` = 30'
PAGE 1 OF
1 REVISION DATE: i,
SET UP AND INSTALLATION OF SINGLE WIDE SHED
RECORD COPY
1.BUILDING 1S PLACE IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR
MOVEMENT 1-0 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 z" 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" GALVANIZED WASHERS.
5. IF UNIT IS TO BE ATTACHED TO A CONCRETE SLAB, THE BUILD IS SET ON THE SLAB SHIMMED UPTO
LEVEL. A 21' HOLE IS DRILL INTO CONCRETE 1 2" OFF OF RIM OF JOIST. THE EYEBOLT IS FASTENED
THROUGH BOTTOM PLATE AND A A-24 SIMPSON BRACKET OR EQUIVALENT IS PLACED OVER THE Z"
WEDGE ANCHOR. A z" X 2" BOLT AND NUT W1(2) 2" X 2" GALVANIZED WASHERS ARE USED TO ATTACH THE
EYEBOLT AND A-24 BRACKET TOGETHER'
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHOR
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#. 1 -
2. Anchoring system to ground per local building code(by deafer). Locate anchors per Table 4a
or 4b
3. Eyebolts shall be placed through the bottom plate(floor system) and attached to anchor -
TABLE 1 Shed Anchoring to Concrete Slab
Shed Width U Idt I Side of Shed max.anchor spacing
280# 1 LF 3' - 6'
11 240# 1 T - 6'
10, 200# 1 LF T - 6"
8' 1604ILF T-6'
6' 1201 LF T - 6"
TABLE 2
Runner Spacing
Shed'Jfdth X1 X2 X3
13'-0' 1'-10 ' T-11' 6'-11-
Y-8
10' 1' - 7' 6' - 10'
8' 9' 6'-6"
6' 10" 51"
Values from end of joist to centers of (2) 4' x 4" skids only. IT-8' wide sheds have (4) set of skids
TABLE3 Support Footing Pad Spacing for Runner Blocking for Single Wide(SW) or Double Wide Sheds(DW)
Manmum I nod R Pad Tvrw -
Shed Desc - tan Pad End Pad Side RunnerInteriorpadTPad
Side Runner
Pad TypeShedWidthTeLW'-PLF End Pad Max. S cin
13'-0' SWIDW 4.15'1332 0'-6' 6-(r 19364 I,11,lllorlV 1879# I,II,IIIorfV
S WID W 6 00' 1480 0' - 6' 61-0' 2558# I, 11, 111 or N 2558# 111, 111 or IV
10, SlV/DW 5 00' 1400 0'- 6' 6'-0 240011 i, 11. 111 or IV 2400# I, 11, 111 or IV
8' SW 4 DO`132D 0' - 6- 6--0' 2029# I, II, III or N I or
6' SW 3 00' 1240 0' - W 6'-0' 1658# I, II, 111 or IV 1866# I, II, III or N
SET UP AND INSTALLATION OF DOUBLE WIDE SHED Noes: - I --
1. Pad spacing Is end to center ofpad
2. Pads other than end pads spacrr:g is center to center.
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE 3. Use same max- spacing for intworspacing.
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 TO ACHIEVE THE CORRECT SPACING. (see table 3)
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 'Load width on runner.
Based on 2.000 PSF Soil Bearing Capacity (2,0W PSF is typ )
1) 2' X 4 2' BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT NOTES:
1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48' max. without reinforcing.
HOLES ARE LINED UP AND THE BOLTS ARE PLACED AND TIGHTENED. THE REST OF THE 2Pads required on 1V-S'&13'-8'wide sheds only. BLOCKING
IS THEN COMPLETED- THIS PROCEDURE IS REPEATED, FOR MULTIPLE SECTION SHEDS,
UNTIL ALL SECTIONS ARE IN PLACE- REVIEWED FOR CODE COMPLIANCE 4.
GROUND ANCHORS ARE THEN ADDED.(see table 4b) 5.
ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT - BRACING
IS REMOVED. PLANS EXAMINER r
2'
x 2- FLAT WASHER W1-- NUT DATE
2' X 4' BOTTOM PLATE' T
4"
min. I
2"
X 2- FLAT WASHER W1k NUT 2"
X 4" BOTTOM PLATE Z'
X 12" FORGED EYEBOLT 2'
X 6'P.T FLOOR
FRAMING O
O p
SIMPSON HS-24 CLIP(871T1k UPLIFT) or
equivalent I"
X 2" BOLT W1(2) 2' WASHERS SIMPSON
A-24 CUP or
equivalent 1)
x3"(1200 UPLIFT RATING) EXPANSION
BOLT OR WEDGE ANCHOR
INTO SLAB @(spacing per table
1) SHED
WITH SKID ATTACHED AN SCALE:
N.T.S. 16-
938` ING
SA4FORD
STRAP
DETAIL scale:
n.Ls. SIMPSON
HS-24 or
equivalent TYPE
I, 11, III or N PAD W/BLOCKING AS
REQUIRED CONCRETE
SLAB BY OTHERS THROUGH LOCAL
CODES AND JURISDICTION SHED
WITH SKID ATTACHED SCALE:
N.T.S. 2'
x2"galvanized washer At
1/2' nut ZjANII-
L)II-11-1 CiU1LUUMU UIYIa71W13 A
PERMIT 136UED SHALL BE CONSTRUED TO BE A threaded
rod coupler
LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY
TO VIOLATE, CANCEL, ALTER OR SET J'
X 2' bolt & nut .1 (2) 2' x 2' ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL galvanized
washers(2,000#+ shear
capacrty) CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT x
12" forged eyebolt THE BUILDING OFFICIAL FROM THEREAFTER REQI_
fIPING A CORRECTION OF ERRORS IN PLANS, 30'
hurricane auger anchor CONSTRUCTION OR VIOLATIONS OF THIS CODE Table
4a Anchor
Spacing of Auger Type Anchors for Single Wide Sheds VP
unef rM Shed
Width LW' iAPL End Mdxx" ax. Interior Spacing"' 13'- "
7.00' 243 1 -0 to T " 10'-0" 17 -
V-0' to T-0' 5.
00' 174 1'-0 to 3'-0' 10'-T 139
V-W to 3'-0' 6'
0' 3 OV 104 V-0' to 3'-0' Table
4b Anchor
Spacing of Auger Type Anchors for Double Wide Sheds 30"
Eye Au Anchor Shed
See LW' Uplift PLF End Anchor- Max. Intenor S an 10.
00 00 1--0" to T-0- S-0" Load
width of upl.ft on muter Location
of end auger anchor or slab anchor Anchor
sparing example: 30" auger anchor or x 3' expansion bolts - Notes:
1.
Anchor spacing is based on a 3 second oust at 180 M P.H for a Exposure "C" Enclosed Building
per ASCE 7-10. 2.
All measurements listed above are center to tens of anchors. 3.
The minimum number of auger anchors is (4), (1) C each corner of shed for sheds less it 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 except when shed is placed next to existing building, in which
anchors can be placed on end walls as dose to sides as possible. 2'
X 4' BOTTOM PLATE NAILED
TO 2" X 6" PT BASE CONCRETE
SLAB BY OTHERS THr LOCAL
CODES AND JURISDICTION r
j'
X 12' EYEBOLT OR THREADED ROD (IF NECESSARY) WITH
2' X 2' WASHER AND NUT (Z000# CAPACITY)# UPLIFT COUPLER
IF NECESSARY w
EYEBOLT AND 30" AUGER ANCHOR FASTENED W1
j" X 2- BOLT AND NUT W1(2) 2- X 2' FALT WASHERS GRAQf
SEE
BUILDING ANCHOR DETAILS
SINGLE
HELIX EYE AUGER ANCHOR SCALE:
N T.S. 1) }'
x 5" (400# UPLIFT RATING) WEDGE
ANCHOR INTO CONCRETE SLAB
THROUGH 2' X 4' BOTTOM PLATE
NOTCH
OR COUNTER SINK BOLT
TH RU 2" X 4" PLATE I-
4"
min. I
SHED
WITH FLOOR REMOVED ANCHORED
TO CONCRETE SCALE:
N.T.S- SHED
DESIGN LOAD REQUIREMENTS FOR THE 2014
FLORIDA BUILDING CODE 5th Edition I
hereby certify that I have review these plans along with all building materials and components
used in the manufacturing of the sheds. The materials and components either
have a Florida Product Approval as required by the Florida Building Commission Rule (
9N-3) or were analyzed using the Vult Stress Design. All materials and components comply
with the 2014 Florida Building Code, the Florida Manufactured Building Acts and
Rule for a Category 1: Enclosed Building, Exposure "C", with a wind velocity
of 180 M.P.H.(SW) & 190 M.P.H. (DW) (3 second gust) DESIGN
CRITERIA BUILDING
CATEGORY 1 CONSTRUCTION
TYPE VS BUILDING
TYPE ACCESSORY STRUCTURE EXPOSURE
WIND
VELOCITY SW180 M.P.H. (DW 190 M-P H ) MEAN
HEIGHT 9.85 ft. ALLOWABLE #
OF FLOORS 1 ENCLOSURE
CLASSIFICATION ENCLOSED FIRE
RATING NIA WIND
LOADS Roof
I Wall SW) + +
IIA-3Q56-45[41-951 34 08 WIND
LOADS DESIGN
PRESSURE FLOOR
LIVE LOAD = 75 PSF OPTIONAL
FLOOR LOAD =125 PSF FLOOR
DEAD LOAD = 8 PSF ROOF
LIVE LOAD = 20 PSF ROOF
DEAD LOAD = 5 PSF INTERNAL
PRESSURE COEFFICIENT = +F 0.18 0110112012
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e 1) hu:d'.rr
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1- 2' x
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a - GENERAL NOTES- - I.: i I-=
v-D' - • 1. ALL BULDWCS FROtF D SO- FT TO r2D ,Q F7 pRE r x 2'
cqU — pa AttL-mod x4' opvtirta stall •:+
ash,.rid;' nu; b-ld-Ig(
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atn
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EMFT FROM DOOR HEIGHT REOUIR TYr\7 FAA{ZY 3_ ALL COt
tl tFRCIAL BUaDitiGs AS WELL AS DEd EA.-MS Pal} _
UST COMPLY 14RH
THE 6•-8" DOOR REIG4TA A LNGS '- ADTH REFE
MOFA_
ER 4_
ALL
BUILDLUGS
400
SO. FT_ OR LESS ATTH 72' DOOR HEIGFiTARE ACCESSORf 5 TSG F°yd RESIDE1417ALSRUCTuREs.
C) 6_ THIS PLAN WAS
DESIGNED PER -Ts FBC AND TIa.E FSCR Z B_ FASTEN -IRS FOR
ROOF Ate WALLS SHALL BE SCoTSq2?TRUGRIP METAL TO WOCO FASfENEP.S AND i!Ati H£ 5-15 X 1' OR EQUAL W! i'(NI4_) T }ij2F 0 P8T30N(o Z" x 6'
61de
rsll 7. GUTTERS TO BE 1;1STAliED orF SITE 13Y OTHERS .7ETR:TYP j THROUGH LOCAL CODESZ_ O
o Forged Fri
EcC
ar:Tt,
naeded P.od SHED DESIGN LOAD REQUIREMENTSFOR
THE- z f'Cout197s Nsces.sanfe tovet
2014 FBC-5 th Edition, 2011 NEC, 2014 FFPC z$ t hereby cer6ty that Ihaverevi--wed these plans along :vith all bWi-0irig ma(erzfs and i-x IZ-Fo-SgdE3ebctComponentsusedintt}e 1:13"ufacbifing Of ftTe sheds The mateLi - id Cp; POOen Ls eider 0 _€ 2 l nave a Florida Pr -
duct
Approval as required b the Florida B '- O t 36'Hurrlona .ind,or 9
Y L.-,aaT9 DC,TCnission Rt _p") Q Bo Or vr-Je analyied usingthe14kStressLDSgT_ i,jl mat iats and co J Iv, 2014 F}olida BtnidingCade,
Lhe F)o Ida Manufactured 8D ld nt7 gr t ay r P N E.C_ for
a
category 1 _ Enciosed Building the "C,, kith w three second gust) w' DESIGN
PRESSURE FLOOR E LOkD
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IR ITFR(A LIVE DEAD
LL)P9 HPSr,
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OSURE U C, v
0
REQU'REI(D INSPECTION SEQUENCE
16UILIDINGPEIiMIT 1BP# # 1 6 — 938,
Address: 173MinnMays )CQIls eebu®nn IlDesen' I Ifl® f ELECT- RICaL>PEltlbll
Footer / Setback Minn Mai Inns — Hon 1(Desca nDescriptionStem
Electric UndergroundFoundation / Form Board Surve Footer / Slab Steel BondSlab / Mono Slab Prepour Electric RoughLintel /Tie Beam / Fill / Down Cell T.U.G.
Sheathing — Walls
SheathinPre-Power Final g —
Roof Electric Final RoofDryInFrame
Insulation
Rough In Firewall
Screw Pattern Drywall /
Sheetrock Lath
Inspection Final
Solar Final
Roof Final
Stucco / Siding Insulation
Final Final
Utili 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
Buildino inrL.e_ REVISED:
June 2014 Mien
Max Plumbin
Underg Plumbing
Sewer Plumbing
Tub Set Plumbing
Final IMECHANICALIPERMI_
T Mann
Max Lns ectionn 1(Dese, Mechanical
Rout Mechanical
Final Minn
Max Gas
Undi Gas
Rou€ Gas
Final Des