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210 Villa Dr; 17-2961; STORAGE SHEDCITY OF SANFORD f '~ BUILDING & FIRE PREVENTION 3 T n( PERMIT APPLICATION Application No: Docum ed onstruction Value: Job Address:< ' TIistoric District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: O ' c9 6 j, J Z r CPtan Review Contact Person: -'3;- %, Z Title: tti- i - Phon:e? Fax: Pro eirty=O:wne.r_I,nformTation Na nV l Phone: Street c 7/ 8 - Resident of property? : City, State Z7% i Contractor Information Name Phone: Street: Fax: City, State Zip: State License No.: Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: 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. 191 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 r in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, 5 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: 51n Edition (2014) Florida Building Code 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 AFFID rV'F: I certify that all of the foregoing information is accurate and that all work will be done in co ianSe—with aJl-tpiliy--aWe laws regulating construction and zoning. Print O% er/Agent's Name Si ` atureofNM Owner/Agent is _ Produced ID 9//7 Florida UWDic evurMYCOMMISSIONB Fr" I,P6 Rate EXPIRES: February 25, 2019 Bonded Thru Notary Public Undemv tern Personally Kno to Me or Type of ID 1 9 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: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: COMMENTS: A— Ai„ k x55 11 IJ i ., + 1-L 5- AS" L Revised: June 30, 2015 Permit Application PAN 0_1 RAN I 0 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 1 have built_ or substantially improved myself is sold or leased within P 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. 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 C 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 onstruction 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 L;1 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. r Property Address: /--c JZ,- and capable p f performiL n re structioncitiesinvol conditions s ecified e. Signature of Owner-Bui Form of Identification Must be Photo ID) lL , do hereby state that I am qualified with the permit application filed and agree to the Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 SUPERIOR SHEDS ,INC_ STOCK MANUFACT ER SERIAL# PO# SALES ORDERAGREE N SOURCE ' R T3ERLASTNAME ehlinger FIRST Steve DAYTIME PHONE kDDREss 4073142371 NIGHT PHONE CELL. 10 Villa Dr ITY INSTALL ADDRESS IF DIFFERENT anforSeminole 32771 CITY d COUNTY ZIP COUNTY JPEI. ORDER LOCATION IP n ` ? SALES REP Intemet/ Eric STYLESIZEfMATERIALOR OLBODY, P WINDOWS ROOF llt.E '' N. ELECTRIC ALL HEIGHT DECK X'' W PEAK TRIM C HOL RAMP ENTRY 000GARAGEH 6' g PE iER / MISC: 9 41' I____ FIN. CASH a' IPANY_ E NAL + ` PTION r E 303IT $ — K CK.—__ CASH Wl: E DUE: J BUYER PROVID AN UNOBSTRUCTED PATH LARGE ENOUGH TO MOVE SHED TO NSTALLATION SITE? ZONALFEES / SPECIFICATIONS / INSTRUCTIONS. NO 1PLE ROOM IS NEEDED. FENCES, SHRUBS, ETC. ARE YERRESPONSIBILITY. A $100.00 FEE WILL BE CHARGED RRETURNEDDELIVERIESDUETOSPACEPROBLEMS. PERMRS: BUYER IS RESPONSIBLE FOR ALL PERMITS. CONTACT YOUR LOCAL MUNICIPALITYANDHOA. DRAWINGS AND STATE CERTIFICATION LAT YERACCEPTSRESPNSIBILITYFORDAMAGEINCURREDOBSTACLESTHATHAVENOTBEENREMOVED. PROVIDED TIME OFPURCHASE. THIS IS A MANUFACTURED PORTAB RAGE SHED DELIVERED FULLYASSEMBLEDAND,. UC IONS. ANYSITEEPBYDELIVERYCREWWILLBEATADDITIONALCHARGE. IESETOFBLOCKANDANCHORSPROVIDED. ADDITIONAL BACKS. RETURN TRIPS TO VE EDS WILLCHARGE BE AWARE OF SET BUYER DCKS, ANCHORS OR ROLL INS WILL BE CHARGEABLE. UNDE ANDS ILL S AND COND IONS OF THIS AGREEMENT, ASE FILL OUT DELIVERY REQUEST FOR DIRECTIONS D INSTRUCTIONS, BUYER - POSITS. DEPOSITS REQUIRED WITH BALANCE DUE UPON LIVERY. UNITS WILL BE HELD AT LOG A MAXIMUM OF 3 ature Steve Dehlinger EKS PENDINGDELIVERY, UNLESS PAID IN FULL. BUILD- S MANUFACTURED TO SPECIFICATIONS WILL HAVE A Pnnt Name 6 CHARGE FOR CANCELLATIONS. ODS: ALL GOODS REMAIN PROPERTY a ` DATEP SUPERIOR I temeVEric OF SUPERIOREDSNGIN INC. UNTILIEES, REP_ SIGNATUR 1D ATTORNEY FWILL BE THE RESPONSIB LITY BUYER LOT ADDRESS: _. t5 li PHONE y "* SUPERIOR SHEDS DELIVERY REQUEST - INSTALLATION DETAILS Datet ' Sales rep Intern AtEric Shed location, L. . Customer Steve Dehlinger -- Install address210 Villa Dr Phone.(h) 4073142371 (c) City Sanford Zip 32771MilesfromlotDirections Shed Info_ Yard Placement Diagram: Sr.# 1 Color mAi Obstacles to install on site? Fend fN, AC unit Y-N; Trees Y y. verhang6-N, Power Poles YPowerLinesYVSepticYSprinkleN, Gate Y idth wide enough Y-NUndergroundcable & water lines marked and away from anchoring s(_p Crane in YidTurningradiusokforshedinyardifrequiredYthe., , 74--,-, Customer will Description any of the above ob tacles which will prohibit install before the delivery Site Path must be clear/ready before delivery - *additional fees will apply if deliverty crew must do site prep work. Install site must be " EVEL and CCESSIBLE" before a (very. LevdLYA Anchoring surface %t``1 High set Issues/requests Size Roll n Y- , Distance of roll in feet. Any distinace above 25 feet will carry an additional charge to be collected attimeofdelivery. One set of blocks and anch or- as per si f shed and drawing requirements -however extra block needed forhighsetsorunlevelareasiiditionalcrgeandcollectedattimeofdelivery. Customer Signat Amount due upon delivery $ L f T w- PLEASECUT GRASS AND REM NYA AL WASTE BEFORE DELI.ViltiRY. TREAT AREA FOR PESTS AT LEAST 48 HOURS BEFORE DELIVERY IF YOU PLAN TO TREAT THE AREA. DAMAGE CAUSED BY OBSTACLES NOT REMOVED IS BUYERS RESPONSIBILITY. PLEASE REVIEW WHAT EXTRA CHARGES MAY APPLY AS NOTED ABOVE. PLEASE REMEASURE -REMOVE OR SECURE ANY OBSTACLES - PLACE FLAGS PROVIDED TO MARK REQUESTED PLACEMENT OF SHED IN YARD. BOUNDARY SURVEY DESCRIPTION LOT 46, MAYFAIR VILLAS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 22, PAGES 9 & 10 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, R=132.30' FOUND 3/4" 10334 59"(C) IRON PIPE, NO p L=8.27'(C) N 90'0 CB=507'26'48"E CH-B 27' 15' 4iiW-34'04"('P) FOUND 3 4 L=6 24'(P) IRON PIP 11 LOT 46 21 R=630.00' 6F=06'13'58' Jnrq L=68.53' 11 CB=N06'07'1$"W P"DD CH=68.50' A U) ONE STORY RESIDENCE v A/0 41PAIDaENTRY O' >r A v a n s. O D m DRIVEWAY ' o C z 15' N FOUND NAIL do 22.6' y, DISC L 0144 a3 R=25.00' W 6=86'59'41 1 L=37.96' CB=S46'30'1 E FOUND 1/2• REBAR N90'00100 CH=34.42' CAP LS #3144 35.00' ASPHALT PAVEMENT PRIVATE ROADWAY APPROVED ENt*i''lhXXdNr PLANB DATE C.4ll6ve-. BY 4 LEGEND: 11 PIPE, NO S zin d°OvrJ 13O O 0' o 1.67 OO O to 1 FOUND 5/B" REBAR, NO W VILLA DRIVE WOOD UTILITY POLE All' VtC(USSt,.- Gir d- 2 Mirl''Y%L4 * GUY WIRE OVERHEAD UTILITY LINE 4' CHAIN LINK FENCE 6' WOOD FENCE CERTIFIED TO: - CENTERLINE RIGHT OF WAY UNE STEVE DEHUNGER CONCRETE P) PLAT M MEASURED D DESCRIPTION C CALCULATED WM WATER METER BP BRICK PAVERS LS LANDSCAPE AREA TYP TYPICAL PRC POINT OF REVERSE CURVATURE PCP PERMANENT CONTROL POINT PRM PERMANENT REFERENCE MONUMENT PI POINT OF INTERSECTION A/C AIR CONDITIONER GENERAL NOTES: p ,td FLA ManutxhM BWM Program Business ' °"'ti' SW OSt9re0dAProfessi' kb! Taifhassee, Floida32399.OM Regulation Phaate: 850.487AN* Fax: WARMS Ken Lawson, Secretary September 23, 2016 Alex Martens Superior Sheds, Inc. 2323 S. Volusia Ave Orange City, FL 32763 RE: Manufacturer Certification, ID MFT-113; Expiration Date: September 22, 2019 Dear Alex Martens 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.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.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, alur u Robert Lorenzo Manufactured Buildings Program cc: Professional Service Industries Rick Scott, Govemor PSI APPROVAL 2015-06-02 mgemer wN f x [- Dortarhdhurricanestrap(lyp.) use -' ISOMETRIC OF SHED 3W t&g pNtoard or advaruage - 4 x4 p.t aidds Simpson LSTA-ta. USP scare• n.is. - ( 2) r x z- gan. wasnors LSTA-18 or equivalent r x e' sMereO: , ,. END ELEVATION FOUR SKID MODEL r x 4' stud n and }• nut wn+ (tad) gns s• for intartnadLCl not shown seeee end eteveHon wttdoor - ' x 4' header WALL ANCHOR DETAILS scoo: n_is. OUTSIDE WIDTHS 71P.( iL'3 iQfiQle®® iG3{ii:'F.TLsr ' : r iftSr7E il®I Li{:rT iEie'*t'1•(drA;:fER1F7[Ill lti a..t r:tTt1:1 r cti:s®tt': litlie xiH-3 ®:l•IV' 11`I)•yi Lifee®•l.• 1•ill®j•;r:i q..i lllm r E'7.rF+iiLr ] `t3 Y.-ii•:iTi'aRRisiz: r,7tR1[3L ly::°:liliRflt(' E kFiiTiZ!1t 3 iI7E St t.*r' RRiP71iR;C3!':(U41I:iL'!i tilR i&i!$. 9lilU[•:711;•iL"32ifiRl!';llt® 40'-O' mafc length i t sP B z S p.t horning(Gyp.) 8, 8 10', 11.W. or 13B' TP.95. USP NP S dam or e w18 (tOd) nett 1 adspacing Is and to cantor pN rehear so rl+nmi2Padsthanandpad" d nr3. Use add gicledor x 4' nurxners4'.numsr required on 12 - Q 5. 4' x 4 header. 'WIL some maxlnnan s rurrom Lead N3'-8' wide sheds ,. see arch debTs sca aT n is ' x x co Q 8` n1c toter spadrg, g'4red fitgue & i x 3 w . grooire piytcard wf additional 4' x 4' X x r X 2• square 3 SSimpscenter on HS-24• LISP RT•G xS (hk7ek) agrrnr d on runner galy, wi}• nu Based on 2,000 PSF Sail Bearing t-+ O U C8porequivalentiiWaiad.at yer"y connection bet ieeri'. ttrs;iDregrireiia : oquivalent ".. aXtrforged yeboK .., Simpson HS-24 or - X3 (8704uplit' t mratio.... 1. Hollow or solid concrete 6locl" {8xBx18 may be stadtad on pads far high sets up to 48' without reg) e PMSIaN 2. ASS 11 ' 8' 13'-8`. n r; g8` E 0oor)olstand 4'x4n;imerUSPRT- G.Cliip,or ,. -. required orwadgeandwrinto - pad required oir bu@di ' r... W 3' > Tx6"p.t".pIatasforshedsaJar. equvalent_-, , ---- .. --, T Augur slab (per mblet), able4a Spacing, Aug Type Anchors in length t& g PIYb td 870N upliR) ,, - : . ,. 3• x 5' Mi fek Connector plaersIrruxw Y2- bolt w (2) T r fiat x 2' x 4' boVnm or equivalent (bath side) T 4'• min hr 1 O U! i FLOOR FRAMINGPLAN'" around - r x 4' Cahstiuctkn - " by ` -lu- Concrete Slab others BliEQkY15((® kTTACSNEb ANr'Sif)RFn r to i i t3 In U U arJAe: _ 1, 4' x 4' Corr header Local Codas 8 i cedadod apply •: TO CONCRETE r Table 4b Mal on S rigpad d. Typo Andhor Far Double Wide Sheds v o o mZtiGyp. rz4'und r deader 4• x p 1' x bridging(wnd bracing) y.:% onttshner., V,• r x 4' batt(typ•) Aluminum door "on - Front Nerd Back - t)}' x5'(40D#up@t arrdorinfn " Locs3onofsnd or slab anchor Aga , •" Anchor:spaartg ISe'xamples SO' auger or J"' z W wwansion bolm concretebatspacing -: aLe4' X 4* window header ANC7gR NOTES: : .: 1)' r0 E Concrete Slab by others p+ labia 2_ ALL MEA`.kHOR REYENTSAtBOVEARECENTTEASCERT OF j4l f RSE71CL09ED auu.DlKKi Dw C , z E 3' x 4' window s8f Local Codes.& psk6adonTx4Localnotchorcourdersink 3.-TtiEYaJNNUYNUMBH2OFAN010R1S {4) Ot$ ®EACi1 CORNE3t OF 3t1ED i{7fi S7.1®gLESS M LFNGHT THAN 7 iE ball W:.T& G plate OPTIONAL_WOOD FRAME I T thr. Lo 7" 4- A. THE hlollk Y EDGE DLSTANCE FOREXPANSION BOLTS lS E DIAW-T'ER'SORa'FDRA,- E)MANSIONBOLT_ 5' ANCHORS SHALL BE ON SIDE WALLS E7ICEPT WHEN THE SHED 19 PLACE NEXT TO AN BUtDING, IN MICH CASE peon HS-24, USP R'f4y Clip DOOR CON$TRt}iiTION: 4l In, r X 4; bot[dm ANCHORS CAN BE PLACE"O N EM WALL AS CLOSE As POSSIBLETO SIDE WALLS. r x B• those. eta aerTedto p , . or aNpdvafetIt ( typ) ell studs wall •odor dela c SCALE: N.TS Q_With Floor Remove GENERAL- NOTES> Andxxed tD Concrete V4r (max-) for mtvterZon I. ALL BUILDINGS FROM 0 SQ. FT. TO 720 SO, FT. ARE EREMPYFROM WIND-BORNE -DEBRIS IMPACT sa31e: t ' =1'-D' - SIDE ELEVATION WITH DOOR& WINDOWS STANDARD PER FLORIDA STATUTES . 2- ALL BUILDINGSFROMOSQ, F.To40tISQ F:ARE FORusEwmior rwDTwoFAn Y scalek = 1'; t12 p,t 2 x 4 frame (typ) r x 4- bottom plate z,- - ";.. RESIDENCES ARE EXEMPT FROM DOOR HEIGHT REQUIREMENTS PER THE FBC. " 3. ALL COMMERCIAL BUILDINGS AS WELL AS RESIDENTIAL BUILDINGS 401-.S(X FT. OR GREATER r x 2'. square galvanized MUST COMPLY: WITH THE 614' DOOR HEIGHT AND.THE MIN- AND MAX WIDTH REQUIREMENTS- typ.) r4' x 12 1f4' rough steel washer wiUt . nut 4. A'400 SQ. FT OR LESS WITH 72' DOOR HEJGHTARE ACCESSORIES TO ... BUILDINGS U 1' 4' opening., Tar.plybaad RESIDENTIAL STRUCTURES. z x bidging(tuind, bradng). 121F1'of#2pt 5. THIS PLAN AS DESIGNED P FBC AND THE FBCR S. FOR ROOFAND W SHALL BE SCOT'S TRUGRIP METAL TO WOOD FASTENERS/Mmm 4'bTx Ten'): promplartoANDSHALLBE 9.15 X 1 OR EQUAL WI I. -(MIN) THREAD PENFMTION(TYP,) Z , 2' x C aide rail 7. GUTTERS TO BE INSTALLED ON SITE BY OTHERS THROUGH LOCAL CODES. 1" x 4' wind brace ( typ.) at rd 77 W r O° z ><Bp.L star rail Forged Eye Ba tor}' Threaded Rod SHED DESIGN LOAD REQUIREMENTS FOR THE• z baton plate CouplirNgi!Necessaryfbrlvel C 5th Ed 2014 FB - ition, 2011 NEC, 2014 FFPC6 1"ILT plyboardta"Io 24' I hereby certify that i have these. aon is 24. use {s24ceporvENTDETAnsecreviewedplansalongwtHta budding materials andakrn typ) allstuds st La r = r o' eyebou am a„dmrbotred 2) x 12'..Forged Eyebolt rbmponents ust d mthe manufatxunn of the sheds The rhaterial attif co g mponents either z' O- wan anndiordetaiils, togetharw/ 3- x2andgale. washers and Huntcana have a Florida Product VdI aS re cored b the'Flc Ida BtiOdin Commissitiri.Rv 9(!i)comietxan F materials; w $ SEEWINDOWSSmE ELEVATION FORWITH DOORS AND NOT SHOWN mit Arrriror Or were analyzed using the kirk Stress Design. All -- atuf txxnpon ' the INFORMATION 2014 Florida Budding Code, the Florida Manufactured Building Act arindVjj* t il1 v 3 SIDE ELEVATION , eTRAPDEfArLc N.EC_ for a category, 1: Enclosed Building, Exposure 'C". wiT a wiirjvf tclijr 1Bb hid3 #i S seats • =r WIRING DIAGRAM. N g@ 1 J J optionalefecWc) scale n.Ls. , AN wiring shall be me .... rig b L " l cable14 3wira'' sta'. nte- , (three second: gust), '' = : wrNai- DESIGN PRESSURE Q ROgF wALL : » FLOOR LIVE LOAD75PSF )` • + k ESIGN CRfTERIA FLOOR DEAD LOAD B PSF 4 1 ING CATEGORY ! ' ROOF LLVE LOAD 20 PSF ROOK SAD LOAD b ! INGTYPE ACCESSORYSTRUCTURE INTERNAL PRESSURECOEFFSINGLE HELIX AUGER ANCFfOR TRUCTION TYPEV8seetable4farspacing C encasaina8metal.', ., - scafe:nls. D:VELOCITY :.`,` 180MPH OWABLEgOF;FLOORS 13 boNxs '.. ERATINO, NIA.. G.F. L outlet OSURE CLASSIFICATION ENCLOSEDROOF F v #35aOss III. ias 111111111111U3 -- MENna 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 SPAGNG.(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 1" AUGER BIT AND THE EYEBOLT(or 2" threaded rod) IS FASTENED INTO PLACE. THE HOLE IS DUG FOR THE 30' EARTH ANCHOR AND SACKFILLED. per manufacture guidelines). THE EYEBOLT AND AUGER ANCHOR ARE FASTENED TOGETHER WITH A J" X 2" BOLT Sr 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 Z" HOLE IS DRILL INTO CONCRETE 1 k OFF OF RIM OF JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND A A-24 SIMPSON BRACKET OR EQUIVALENT 1S PLACED OVER THE WEDGE ANCHOR. A I' X 2' BOLT AND NUT W1(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 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 1) -t" X41" BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE LINED UP AND THE BOLTS ARE PLACED AND TIGHTENED- THE REST OF THE BLOCKING IS THEN COMPLETED. THIS PROCEDURE IS REPEATED, FOR MULTIPLE SECTION SHEDS, UNTIL ALL SECTIONS ARE IN PLACE. 4. GROUND ANCHORS ARE THEN ADDED.(see table 4b) 5. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING 1S REMOVED. 4'mn. I STRAP DETAIL scale: n.ts. 2" X 2" FLAT WASHER W1 k NUT 2' X 4' BOTTOM PLATE X 12" FORGED EYEBOLT 2" X e" P.T- FLOOR FRAMING SIMPSON HS-24 CLIP(870# UPLIFT) orequivalent' X 2" BOLT W1(2) 2" WASHERS SIPS QN A-24CLIP T- or equivalent 1)? x3' (1,200 UPLIFT RATING) EXPANSION BOLT OR WEDGE ANCHOR INTO SLAB @(spacing per table 1) x 2" galvanized washer ith 112" nut threaded rod e coupler Y bah & nut wl (2) 2" x 2" need washas(2,0004 * r capacity) 2' forged eyeholt xricane auger anchor 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#. 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(floorsystem) and attached to anchor. TABLE 1 Shed Anchoring to Concrete Slab She d ii lift!_SidaofShed max.ancher cm 13'- 5• 28WI LF 11' 4r 2404 1 LF 1tY 2W#1LF a' 160#1LF 6'. 1204 LF TABLE 2 Runner Spacing Shed Widthmo"' X3 13'- 8" - 5-11^ to, 8' Values from end of Joist to centers of (2) 4" x 4" skids only. 13'-6" wide sheds haw (4) set of skids TABLE 3 Support Foaling Pad Spacing for Runner Blacking for Single Wide(SW) or Double Wide Sheds(DW) Maximum Load & Pad Tvbe Shed Descri ti Shed Wily T LW" -PIE Pad End Pad Maze S n End Pad Side Runner PadTInterior Pad Side Runner Pad T 13' 4.15" 1332 0" - 6- 1936# 11, or 18799 I II IN or N B." 6'-0" 25W 1 11, III or IV 2558# 1. 11, 111 or fV 10, SW1DW 5.00' 1400 0" - 6" 6' 240M f II III or IV 24004 1 II 111 or N 5W 4.00' 1320 W - 6' 6'-W 2029# 1. 11, ill or Af 2133# Ittr or 6 SW 3.00" 1240 0" -V 6'-D' 1em# Tii, UI or IV 186e# I, li, Ili or IV Notes: 1. Pad spacing is end to Center of pad 2. Pads other than end pads spacing is center to center. 3. Use sane max. spacing for intedorspacing. T Pad Dimensions Max. L tercel 1 778# concrete bil tali cement 8 sand mix I 3500# ncrate trfock ua0 ramenLB sand mix AI 16" x 16' 3 950# A53 Pads IV ff- x 8 x 16. 1.900# Icontrdta Mock uaI y cement & sand mix Load width on runner. Based on 2,000 PSF Soil Bearing Capacity (2,000 PSF is typ.) NOTES: 1. Hollow or solid concrete blades may be stacked on pads for high sets up to 4W max. without reinforcing. 2. Pads required on 1 V-8' & 13'-8' vide sheds only. Table 4a Anchor Spacing of Auger Type Anchors for Single Wide Sheds iger She ! d LW" U PLF Max. ntenor ann 7.0 243 1 to 1 V- 0' 5.00' 174 l --Y to TA 10'-W 6'-ir 1 9 1'-0" to 3'41' W 6'-0^ Table 4b Anchor Spacing of Auger T_We Anchorsfor Double Wide Sheds 30' E a Au ra- Ancttac a its r End Anc or" Max le d lu.vv4 to 5- Load width of uplift on runner Location of end auger anchor orslab anchor Anchor spacing example: 30' auger anchor or x W expansion bolts. Notes: 1, 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 to center of anchors. 3. The minimum number of auger anchors is (4). (1) @ each comer of shed for sheds less in fength than the maximum. 4. The minimum edge distance for expansion belts is 8 diameters or 6 is t expansion bolts. 5. Anchors shall be on side walls except when shed is placed next to epsting building, In which anchors can be placed on end wails as dose to sides as possible. 2' X *" BOTTOM PLATE NAILED TO 2" X 6' PT BASE CONCRETE SLAB BY OTHERS THR LOCAL CODES AND JURISDICTION 1) x 5' (400# UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB THROUGH 2" X 4' BOTTOM NOTCH OR COUNTER SINK BOLT THRU 2" X 4" PLATE r- 4" min. M SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE x 2- FLAT WASHER WlZ NUT SCALE: N.TS. 2" X 4" BOTTOM PLATE X 12" EYEBOLTOR> THREADED ROD (IF NECESSARY) V fTFi 2' X 2" WASHER AND NUT(2,000# CAPACITY)# UPLIFT O O SIMPSON MS- 24 CUP cl are9*z' COUPLER IFNECESSARY SHED DESIGN LOAD REQUIREMENTS FOR THE 2014 FLORIDA BUILDING CODE 5th Edition TYPE 1, 11, 111 or IV PAD WIBLOCWNG EYEBOLT AND 30' AUGER ANCHOR FASTENED W{ '-X 2`BOLT AND NUT W/-(2) 2" X2" FALT WASHERS I hereby certify that I have review theseplansalong With all buliding-materials. and AS REQUIRED OGRAcomponentsusedinthemanufacturingofthesheds. The materials and components either have a Florida Product Approval as required by the Florida Building Commission SEE BUILDING ANCHOR Rule (9N-3) or were analyzed using the Vu(t Stress Design. All materials and components DETAILS comply with the 2014 Florida Building Code, the Florida Manufactured Building Acts SHED WITH SKID ATTACHED and Rule for a Category 1: Enclosed Building, Exposure "C", with a Wind SCALE: N.T. S. velocity of 180 M.P,H.(SW) & 190 M.P.H. (DW) (3 second gust) CONCRETE SLAB BY OTHERS THROUGH LOCAL CODES AND JURISDICTION SINGLE HELIX EYEAUgER ANCHOR SCALE: N.TS. K;&1lJCJ OWN III T BUILDING CATEGORY t CONSTRUCTION TYPE VB EXPOSURTEYPE ACCESSORY STRUCTURE WEND VELOCITY SW180 M.PN.(OW 190 M.PJ4.) MEAN HEIGHT 9. 85 ft.ALLOWABLE # OF FLOORS 1 ENCLOSURE CLASSIFICATION ENCLOSED FIRE RATING - NIA WIND LOADS Roof I Wall 4.39 56. 45 41. 5 4.08 WIND LOADS Roof Ia 9. 9 4a. 94 41.6 ESIGN 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 COEFFIGIEjJT 01 /0112012 02. 23-2042 02-29-2012 D4-02-2012 05-02-2012 06.18-2015 0 d M U Z vi ti CO Vora W OmQ = o°a 01 - 30 Wt-- rZE iko"' 51a LU n 2d u Lu Luw WE: N0 a ZOO - Wade i 03ON Z©rj z I an' mg LLI wzy! N d SHEET 1 Cleaton, Jr. P. E. Of PE 1, M16