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Home My WebLink About200 W 15 St (3)C IVSD CITY OF SANFORD JUN 0 2016 BUILDING &FIRE PREVENTION PERMIT APPLICATION D. BY: Application No: Documented Construction Value: S �'0 6 Job Address: 7,00 W. iSi St historic District: Yes ❑ No J] Parcel ID: Residential ❑ Commercial ❑ Type of Work: New ❑ AdditionKI Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: S -T feA46,C SHAD 9'A 11 Plan Review Contact Person: TO VTitle: dwtjaz Phone: Fax: Email: X2sa G h Un A00 .CO!q Property Owner Information Name parL�cKSr .✓ Phone: 4-1-I-74/0"7721 Street: 9-0 C '^i• /S"4 Resident of property?_: VOS / • ! City, State Zip: S ,-Pv1e,0+ OL � •� •- � i Contractor Information Name Phone: �y 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. 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: 51" 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 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 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: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, # of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: 6t -7-14 &--4 UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: •%% Ok to install 8'x 12' (96 square foot) storage shed as shown on plan. Meets area and dimensions regulations for SR -1A zoning district. Revised: lune 30, 2015 Permit Application •U;' ANNETTE SCOTT ;�°;pr Notary Public Slate of Florida .• ` . • c My Comm. Expires Jan16.2018 Commission # FF 071760 � ids;:- Own e /A • ryn�'I'� 1100e or Produce ype o I 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: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, # of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: 6t -7-14 &--4 UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: •%% Ok to install 8'x 12' (96 square foot) storage shed as shown on plan. Meets area and dimensions regulations for SR -1A zoning district. Revised: lune 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP# /G -(SF8 BuiL• DING PERMIT Nun Max IIns ection IIDescri tion Footer / Setback StemwaIl Foundation / Form Board Survey Slab / Mono Slab Pre our 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 IWO 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: Z&V w • IA <T ELECTiuCAL PERMIT ban Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final 7in Max 71nspection IIDescri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final Min max Inspection Description Gas Underground Gas Rough Gas Final C 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) Rev. 9.14.2009 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. 1 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. 1 understand that 1 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 1 built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, l 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 1 employ have the licenses required by law and by city ordinance. 1 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. 1 understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 Property Address: 2 010 hJ 15 f h Si ogAJpzmv, FL 3x:71 I and capable of performing the conditions specified above. Signature , do hereby state that I am qualified construction involved with the permit application filed and agree to the Form of Identification (Must be Photo ID) Date 4(00(0 1G 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 1 agree that, as the party legally and financially responsible for this proposed construction activity, 1 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. 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. 1 also understand that 1 may contact the Florida Construction Industry Licensing Board at 1-850487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. 1 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 1 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 Address: 2 010 hJ 15 f h Si ogAJpzmv, FL 3x:71 I and capable of performing the conditions specified above. Signature , do hereby state that I am qualified construction involved with the permit application filed and agree to the Form of Identification (Must be Photo ID) Date 4(00(0 1G 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: 36-19-30-502-0000-0080 ^tpTv Property Record Card '-ft� as Parcel: 36-19.30.502-0000-0080 pA �Aq'lE6 Owner. STORY PATRICK S 8 KENDALL L tzM+o�coovrn.ntsaa Property Address: 200 W 15TH ST SANFORD, FL 32771 Parcel Information Value Summary Parcel 36-19-30-502-0000.0080 Owner STORY PATRICK S 8 KENDALL L Property Address 200 W 15TH ST SANFORD, FL 32771 Mailing 200 W 15TH S S SANFORD, FL 32771 - Subdivision Name KEELEYS ADD TO SANFORD Tax District St-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions Legal Description LOT 8 8 E 1/2 OF ST ADJ ON W G C KEELEYS ADD TO SANFORD PB2PG86 Taxes Page 1 of 2 Tax Amount without SOH: $1,572.00 2015 Tax Bill Amount $1,572.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2016 Working Values 2015 Certified Values Valuation Method Cosl/Market Cosl/Market Number of Buildings 1 1 Depreciated Bldg Value $132,857 $33,652 Depredated EXFT Value $10,700 $600 Land Value (Market) $42,987 $42,987 Land Value Ag $186,544 County Bonds Just/Market Value " $186,544 $77,239 Portability Adj $100 No Save Our Homes Adj s0 $0 Amendment 1 Adj $0 s0 P&G Adj $0 s0 Assessed Value $186,544 $77,239 Tax Amount without SOH: $1,572.00 2015 Tax Bill Amount $1,572.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value Page County General Fund $186,544 $0 $186,544 Schools $186,544 s0 $186,544 City Sanford $186,544 $0 $186,544 SJWM(Saint Johns Water Management) $186,544 $0 $186,544 County Bonds $186.5441 $0 $186,544 Sales Description Date Book Page Amount Oualified Vac/Imp WARRANTY DEED 4/1/2016 08670 1537 $239,900 Yes Improved SPECIAL WARRANTY DEED 11/1/2015 08621 0382 $92,500 No Improved CORRECTIVE DEED 11/1/2015 08623 1476 $100 No Improved CERTIFICATE OF TITLE 2/1/2015 08411 1374 $100 No Improved WARRANTY DEED 7/1/1995 02948 0348 $83,000 Yes Improved WARRANTY DEED 9/1/1992 02489 0218 $83,000 Yes Improved WARRANTY DEED 4/1/1987 01835 1354 $70,000 Yes Improved WARRANTY DEED 1/111976 01090 0200 $21,000 Yes Improved WARRANTY DEED 1/1/1973 01000 1935 $20,000 1 Yes Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value FRONT FOOT 8 DEPTH 178.001 155.00 0 $230.001 $42,987 http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=36193050200000080 6/6/2016 I SUPERIOR SHEDS, INC. SALES ORDER AGREEMENT DATE Ato STOCKIMANUFACTURER �/Is�� SERIAL# PO# OURCE BUYER LAST NAME FIRST DAYTIME PHONE NIGHT PHONE C ELL Story Patrick 4077607771 DRESS INSTALL ADDRESS IF DIFFERENT 200 W 15th Street I CITY ICOUNTY IZIP CITY COUNTY P Sanford I ISeminole 132771 SUPERIOR ORDER LOCATION SALES REP Longwood I Longwood STYLE SIZE l Z X MATERIAL COLOR BODY ROOF l�h►� TRIM W K% / WINDOWS VENTS ELECTRICALL HEIGHT DECK -C PEAK AC;HOLE RAMP GARAGE D04F/ ENTRY DOORS: TYPE WXH RHH/LHH COLOR H gam/ 8' 9' ri�/�� Ljgy7; 1 R �i f, OTHER IMISSC,: /� I RTO—FIN—CASH COMPANY PRICE- 3i AL. OTAL =n�r�J(/ 77tt p A�� DESCRIPTION I E � ` / i A ---V K � DEPOSIT $ CC CK_CASH_ BALANCE DUE: WILL BUYER PROVIEIE AN UNOBSTRUCTED PATH LARGE ENOUGH TO MOVE SHED TO INSTALLATION SITE? DYES ONO ADDITIONAL FEES I SPECIFICATIONS I INSTRUCTIONS: I AMPLE ROOM IS NEEDED. FENCES, SHRUBS, ETC. ARE PERMITS: BUYER IS RESPONSIBLE FOR ALL PERMITS. CONTACT YOUR LOCAL BUYER RESPONSIBILITY. A $100.00 FEE WILL BE CHARGED MUNICIPALITY AND HOA. DRAWINGS AND STATE CERTIFICATION PROVIDED AT TIME FOR RETURNED DELIVERIES DUE TO SPACE PROBLEMS. OF PURCHASE. THIS IS A MANUFACTURED PORTABLE STORAGE SHED DELIVERED BUYER ACCEPTS RESPNSIBILITY FOR DAMAGE INCURRED FULLY ASSEMBLED AND PLACED PER BUYERS INSTRUCTIONS. BE AWARE OF SET BY OBSTACLES THAT HAVE NOT BEEN REMOVED. ANY SITE BACKS. RETURN TRIPS TO MOVE SHEDS WILL BE CHARGEABLE. PREP BY DELIVERY CREW WILL BE AT ADDITIONAL CHARGE. ONE SET OF BLOCK AND ANCHORS PROVIDED. ADDITIONAL gUYER UNDE ALL TERMS AND CONDITIONS OF THIS AGREEMENT. BLOCKS, ANCHORS OR ROLL INS WILL BE CHARGEABLE. PLEASE FILL OUT DELIVERY REQUEST FOR DIRECTIONS BUYER D INSTRUCTIONS. I Signal DEPOSITS: DEPOSITS REQUIRED WITH BALANCE DUE UPON DELIVERY. UNITS WILL BE HELD AT LOG A MAXIMUM OF 3 Patrick Story WEEKS PENDING DELIVERY„UNLESS PAID IN FULL. BUILD- Print Name NGS MANUFACTURED TO SPECIFICATIONS WILL HAVE A - 20% CHARGE FOR CANCELLATIONS. GOODS: ALL GOODS REMAIN PROPERTY OF SUPERIOR DATE: L'7 • UPERIOR REP. Longwood SIGNATUR SHEDS. INC. UNTIL PAID IN FULL. COLLECTION COSTS, IN- CLUDING ATTORNEY FEES, WILL BE THE RESPONSIBILITY LOT ADDRESS: 1057 N. Hwy 17-92, Longwood, FL 32750 OF BUYER I PHONE: (407) 696-2006 Florida Departments Busines Professiryal Regulation cRll Ott Every Superior Sheds building bears the insignia of approval of the Florida Department of Business and Professional Regulation, and is in compliance with the Florida Building Code. When conducting business with local building officials remember to: i) Apply as Owner Builder (as 2oi5 Florida Statutes allow for under section 489) 2) Indicate the size of the building (—X—= sq ft) 3) Indicate the cost of the building $ 4) Indicate job description as: Install DBPR approved manufactured shed/building 5) Bring 2 copies of your survey to indicate location and meet setbacks (where required) Note that exemption from a contractor's or specialty license can be found in two separate Florida statutes: The 2015 Florida Statutes Title XXXII Chapter 489 REGULATION OF PROFESSIONS AND OCCUPATIONS CONTRACTING 489.103 Exemptions. — (21) The sale, delivery, assembly, or tie -down of lawn storage buildings and storage buildings not exceeding 400 square feet and bearing the insignia of approval from the department showing compliance with the Florida Building Code. 3(c) To qualify for exemption under this subsection, an owner must personally appear and sign th building permit application. C z Title XXXIII Chapter 553 a' REGULATION OF TRADE, COMMERCE, INVESTMENTS, BUILDING CONSTRUCTION o AND SOLICITATIONS STANDARDS Cft 553.80 Enforcement.— (d) Building plans approved under s. 553.77(3) and state -approved manufactured buildings, including buildings manufactured and assembled offsite and not intended for habitation, such as lawn storage buildings and storage sheds, are exempt from local code enforcing agency plan reviews except for provisions of the code relating to erection, assembly, or construction at the site. Erection, assembly, and construction at the site are subject to local permitting and inspections. Lawn storage buildings and storage sheds bearing the insignia of approval of the department are not subject to s. 553.842. Such buildings that do not exceed 400 square feet may be delivered and installed without need of a contractor's or specialty license. MPORT OF 5URVEY 1509.2572 Ihls b Pa9L 2 v! 2 ifd Is -*I valid vAthfwl all pig". LLtAL DESCRIPTION: LOT 0 AND THE EAST 1/2 OF VACATED ALLEY AMACENI ON WEST, G.C. KEELEY S ADDITION TO SANFORD. JUESS THE RIGHT•OF-WAY ON 111E EAST FOR OAK AVENUE), ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT SCOK 2, PAGE 06, OF THE PUBUC RECORDS OF ' SFJMINOL6 COUNTY, FLORIDA. 1 k f JMPEOFICSURVEYOR NOTES: THE ASSUMED 101411190 REFERFNCE OF SOUTH "DEGREES 00 VJNUIES 00 SECONDS WEST IS LASED ON 114E SOUTHERLY PROPEWN IJNE OF LOT 6 AND THE ' EAST If70F VACArM ALLEY ADJACENT ON WEST.1(7CATED w11/YNG.G KEEJEY•S AOUI110N TO SANFORO. ILCSS THE RIOFIf•CF•wAY ONTHE EAST FOR OAA( + AVEHU41, ACCOROIhe TO TY.£ PIAT TWERCOP. AS RECORDED W ►IAT DOO< 7, PAGE 04 OP TK PVDUC RMOMS OF SE WHOIE COUNTY. PLO100A. 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I ANY FUTURE ' «ra•:V MtlIrC M,.w Rr+wlrLfww 7.O.-h,h.'IX rep., n,t tV ID'• dlftb ' ioi(d�tiAi:•'i e. iw;i�Aw�,wr/f,w+wnne:e s 00011opirk I SURVEYING SERVICES ON THIS PROPERTY I I YW •NfOn!'tV ,-.y IA 10--.nvVVa:mIM •s., r.a.IwIVYNpbw,.+•I 1. lwd�e w,.np^wt Waa:,fl'eefe `90Pw1Mf •. ('?.1Jw 'j,'•yM�fj'�•.: b;U':17. •r••7 SII I tvlR t I/•L,.td,,,vY.tlnL•rlur.•nmwerop+•L,L..,.du 7. Oeae 'Unl Av hom lur ep.on ��t1,;L'�'- �L; f'L.rv�nd_ n �hl�._[.h�P.•(,► I. a••.r+,..\vinrwrw•nu•Jwtw«. u••rh[d.W, d.prcew bcn'ALIp Cela•,'a'FJICtloY lc IP•:,rr.b Ay daw,•,•10'YY••.l ltYtt df Yl lrh:.uwnt{r nrl.•M _ - r w•. r J Nr�A1M w11T11tr 1wY,rrw•+9Mr•RIRnt••Mr K. •0fI)5L41'. Ex4waJUrvey-ori Lnc•. r•rM�.«werta[pm rJ°�~tJ F= I:K►71S•IV..•F,lie•',M•)W •Ii +L:� N Ienfli IIpIOTd,..,1\e\tlo,hgl,darr• I,bgtrtrrJ7lla £l'd ezz:N 9L 90JeW REPORT Of SURVEY 150912522 11 lhls I7 pow 2 of 7 and IS -mg valid wlfhpuf all pages, utm LIESCRIr no": LOT 0 AND TINE EAST 1/2 OF VACATED ALLEY AQ:ACENT ON WEST, G.C. KEELEY'S ADDITION TO SANFORD. {LESS THE MGHT•OFWAY ON THE EAST FOR OAK AVENUEL ACCORDING 70 THE PIAT THEREOF, AS RECORDED IN PLAT BCOK 2, PAGE 06, OF THE PUBLIC RECORDS OF SEMINOLS COUNTY, FLORIDA. lOS SPECIFIC SURVEYOR NOTES: THE ASSUMED IIJ,RING REFERENCE OF SOUTH TO OEGRCCS 00 MINUTES 00 SECONDS WESTIS IlASEO ON THE SOUTmERLY ►RO►Ew UNE OF LOT 0 AND THE EAST 1/7: Oi VACA TEL• ALLEY ADJACENT ON VIEST.1 OW ED WIlmN G,C. KEELEY r ADDsVION 70 SANFORD. AESS THE p164T•OFWAY ON THE FAST TOR OAK AVENUE!, ACCORDING TO THE PLAT THEReOP. AS RECORDED W "T R00% l• PAGC Ib OF 714 PUBLIC R8CO11OS OF SEtw4w COUNTY. FLORIDA. 11 GENERAL SURYEYOR NOTES' t t. aro•1•ViMdlArrVW:.pwMwtVt9rrrq•arlyplMbrulvnl►blu.q lke•.+w Mnw•rt✓npywwr••np. 1 IN, w.••Mit I►Dora NyMa-..".Iwr/ de•. ypyw V brarwM lap► ryL apWt tri 1w:J•wht9•W t• ntI W W .n QJt.Ittl •.P t ! 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S:.tw. trrq R:•• .v lr"s.nt.rw.wa,.,rw.,n row v ra•:v 1►wrW W •+. v-w1Nnn 1(1.1 Ar Y11••twbAl.r l•t•wrr•ItrtM4r"••y lot WnCA1Ya.••rer•" 1'L11r'n�br••I 7rulvwRrtb rotpU,,T MIA"• r r lrnr(t4aCv, r!n W t CnWw . tawrJ Y.•: s/larry Ierramn a tow rlra•erJ1 wwr,Ngnt,•tV •tgwN)A'Ip...rwayaY1:.nv/d, tau ►ra.1 w IU uaf a rW, wt t1M.Id;wrll NprAO••111t r1•IUDI• w 9 t• AA• w •,n t.-. Li . Vr•wr•Mavallnuw.• •.t••v.nl• W, la'.,t•.a IIU•I7•JI J I t •h:,w9wrr�llr•r tV .tn11.r w 11'ITw bn Yrw••r a.11 .rt • w M,F•rw: PRINTING INS:RUGTIONS' r. "It Yf.Im 140Ifwt1/InAdD09 Rfubr, Ithc de Tdw' WIN, V,ta dw •1.l -W, L S•1•ctt W*w lart1,N.J.)*19pp- Ilrldtr 7mr14.pd, did r•eo dr••q/'urp+. a Wd••I,f'Pwgt-arorWj'srddaw.tdiclw•n r0blr d cop w Ptt 7o.Iw1./a11io c para 5 lklr -'ffeo Scamp• rlg4a dip 6- rntrr, sdea'Ntm.' e Vrhet. l,•'•w.te 7i•LV•trd 4wro'Jaxlbo., ). OrcA ll•'Ch• /pnf4<DJID='d,:Ab0. 9 U.I OKtep►1t TO NIDD, IJ LYAO(• Va1T14 7. Indy rotor" prwlt w•a, doet•'wroP•4w'. t Qee.e 't7r11ri•from i,s ep:o. I. Gary• ben' AarD CNt,• a'FJI Cd•J' Ic 'Ow) Scot•. e, t9atrwG co sr - cog me go o¢oIt Ora aYM101 all. 9QJV w MftP i M ti1rV\t tx aw••na too vow Q"M" +-a wars•- ItA wrtrlQq tR rrat0{e•r• v wnnat VI, wat/0110IJ w rAlarlb W `Cow e1. watlm tUt 1•J: •"r 1LY:4.t•,1 CYL L`.:VV::aan, DL w••Jr• Der. ,.•: NI,rItJ: w. J. -Ow : Act- n ^): .s. r.:arm.. r.V 1. i••:ADn rntlrr. 4 9111-:I::f9 tl'JI•t•.1. a.l. LTJXI VYi=A, 25% off 1 [UP TOSSOO) I ANY FUTURE SURVEYING SERVICES I ON THIS PROPERTY 1 F.r xN:• �':;,"": Ww, ); -:'Tlgrja•ftp'11 � TL tr taws fl�`'T=� `- �-w t►�` •�JJ r.s � l,"�: t �v s>i;� � ; E�I.d1,ElDf� Surv_eY_o.: s Jnc•. ,1rlrrtrKYla11dG1Iw tAa;- u' 1 •4.JD � JS' b Ipt,lM 11MD Abr.ayltLea On.t L/or 1•tLrAltnll a,fl! £ l'd eZZ:OI 9l 80,180 JUN 0 8.201§ Business,,/;'; x Professional Ken Lawson, SecreOry 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 141-2016 Dear. Alex Martens z Ll. U-106-7 PfG jooFr3 Wo NON) Mc.voesl:eM Su'le Wk J.".•A•.::SEc, Flwda 30,909.0772 8a9OTIS ran gam,; to 8436 Rick Scott, Govemor 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 lepst 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.floridabuildino.ora) 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,floridabuildinci.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 PREPARED 6Y: Ly:.��. �aJ� Coir ..1 Ji• „fl. ) Land Surveyors, Inc. wwuraaactalandcom � �••....•..,-.� � Toll Fri• a6S•739•I016 Fa66.744.2aa7 PROPEATYADDRF-W 2DDW ISNSTR�EET SANFORD, FiCRIDA 32)71 SURYEYNUN6ER: IS09.2S71 P•t�1 r s_. __-^�',+1-'�•—� � 1. �wr..,• 1.-•�r- ;-'r-. W ��//-uauaVVII ,jHELD WORKDATE 9m m)) • M- "CN DATE$:�• Wm s17ums w, 973tam) •"' F` 1509ZS7? ev � C 80LO DARYSf/RVBY Z SOIdAM-COWY NO ID Q� N O_ p 00 0 )li I C m 01 tL601 • .t:%' � �C r Cr n x ii 7.i w to "o •i:. �: Cr. LG C We R aO is r'r:�l:y rm�iao D 00 y°^;' PART OF LOT 8 AND m N :':`i:4;?•{ �'°, 4 FAST 1/2 OF ALLEY 10 t 1/Y RR ��`:Fi:l: F9 n - N N 0 ND b 67.50 ((0 + S 0700'00" W 175.60' D •7Jt• ra 0 tt1 N U 5 89►41'48" E 57.25'Lai CQ% •.t S 9700'00" W 17354 M)4 a+ IR UMI Y E "' S O ILiI •v J he+eby cut' • • 'a4 this oly Surny of fhe ;;;,�: , hereon dg•Jr ' pr6 O?n mode under LC'• o::;,= ^o : ��1t:9 G! C :Y v.-;;;mGi..:;. j t my dirocflo d e my knowledge, I:Si Oblu'+L::;Z7 and CoBal• to ropfoaontotion CL of o su e a o Wards of Practice e0 o Eo to get roeth by a '; Boo f ProressionolLLJ Stonv s d ^els M C or 5J-77 of Me • W L7 Florida Adinutfs „ GRAPHIC SCAIB (In Foot)A ' VALLiW E. LUC S 1 Inch 40' Ft � �.'' Showd ,edea Prolmum"t obm"r and rroP• 0 f10.' I •ase I '_ � Ht tIlA13A.Mhrhryb.,tM'llyn FrlM•S+ra�tt,.N11tMVnfv.W,.n•1ltpIMUYM1Sik MLtsd waAOoIWWYudr )NwK.. I r47•M'!I'�•tta •+•�Yftn;,rvNrOf. tr�M rya traMlMrtt M,�nl taM•h.n TsvfMV d FLOOD INFORNIATIOMP01''•ItS OF LYTEF.ESt: L SYPERFORAIINGASEARCHWMITHELOCALCOVErANING tONS•/$ISLE MUNICIPALITY OR %WM FEM0.GaJ, T HE PROPERTY APPEARS 10 SE I OCxiEn IN ZONE X. THIS PROPERTY WAS FOUND IN TIIE Ory OF SANFORD. COMMUNITY 14UMBER IZD294, DATED (ROSM7. ""�='�"�'' ' • AFFILIATE • CLIENTNWOER: 1990105249154 DATE, 9/I3f20T5 BUYER: RIGHTTl1RN S LLC MEMBERS SELLEIL• B� _ CERTIFIEDT0. RIGHTTU RN 8 LLC; STE WART TITLE•-•------� ACT A t �---- Land Surveyors Inc.°°° Tm,-- Tolland is not valai wh•Aoul all payee I [ItNh•19U•tyb741.1F17 y0 y tar lNf 1+a•O rtlnwlltb+P+afal+rhHM,t+a0.)Tt) ZL'd e0Z:01 91 80 JaW 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 I' 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 z' 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. AHOLE IS DRILL INTO CONCRETE 1- Z" OFF OF RIM OF JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND A A-24 SIMPSON BRACKET OR EQUIVALENT IS PLACED OVER THE - 2 WEDGE ANCHOR. A 12" 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) z' X 4 2' 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 IS REMOVED. 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(floor system) and attached to anchor. TABLET Shed Anchoring to ConaeSe Slab TABLE2 Runner Spacing ed dJt #U lift / Sida of Shod max.andhor spad Shed Width 1 \2 X3 13'-8' 280# 1 LF Y-61 13'-8' T-10 9'-11' V-11' 11'-6' 24071 3'-6 T - Ir - 10' 2008 10' v • T 6'- 10' - 8' 160ft/LF 3'-6' T 9' 6-6 - 6' 1207 LF X- V 6 10' 51' Values from end of joist to centers of (2) 4' x r skids only, l3'-0' wide sheds have (4) set of skids TABLE 3 Support Footing Pad Spacing for Runner Blocking rot Single Wide(SW) or Double Wide Sheds(DW) 1. Pad spacing Is end to artier of pad 2. Pads other than end pads spacing- is center to cantor. 3. Use same max spacing for interiorspacng. Type Pad Dimensions I Max. Load" Material 1 2' x 8' x 16' 1.77 P.7 concree block quallity, cement & sand mix 4' x 3' x 16' 1 3 SOOT comate bloat quality cement & sand mix al 16' x 16' 1 1950 1 ABS Pass N B' x 8- x 16' 1 1,9004 leoriciete block quer rumen & sand mix 'Load width on runner. -Eased on 2.000 PSF Soil Beating Capadry, (2,000 PSF is typ.) NOTES: 1. Hollow or solid concrete blocks may be stacced on pads for high sets up to 48' max. without reinforcing. 2. Pads required on 11'-6' & 13'4r wide sheds only. 7 X 2' FLAT WASHER W1� NUT SIMPSON HS -24 CUP v O 2'X 4' BOTTOM PLATE er equivalent X 12' FORGED EYEBOLT T X 6- P.T. FLOOR FRAMING TYPE I, II, Ili or N PAD WISLOCI(ING _ ,r,�• O O AS REOUIRED --e O SIMPSON HS -24 CLIP(8707UPUFT) or equivalent _ - �' X 2' BOLT W42) 2- WASHERS X LR- SIMPSON A-24 CUP or equivalent T - ik;_ (1) ' x 3' (1.200 UPLIFTRATING) EXPANSION BOLT OR WEDGE SHED WITH SKID ATTACHED 4" min. ANCHOR INTO SLAB @(spacing per teras 1) scALr=: N.Ts. CONCRETE SLAB BY OTHERS THROUGH LOCAL CODES AND JURISDICTION SHED WITH SKID ATTACHED ANCHORED TO C NCRETE . SCALE N.T.S. STRAP DETAIL sale: nJs x T galvanized uesher dh 110' nut threaded rod coupler Y bolt & cwt -1(2) 2x < rotted washers-fZ000R+ r capadty) 2'forged eyebolt rnicane auger arhdwr Table 4a Anchor Soacina of Auger TVDe Anchors for Single Wide Sheds w' Lye Auger Anenor Shed h W, PL t:nd Andxf' ex. Interior 1 .Od 243 1 to 3*4' 1P•G' 11 • 1' t0 3' 10'-0' 10'-0 174 1'-0to 3' ' S -o' 8'-0 139 1'-0' to -T-W 104 V -w to Y -W 10'-0' Table 4b Anchor Spacing of Auoer Type Anchors for Double Wide Sheds I Shed 30' E e A Arhdhor Size LW' lift L End Wmax InteriorS 'n 1 T-0' to 37-W 1 5!-0' 'Load width of uplift on saner Location of end auger anchor or stab anchor Anchor spaung example: 30' auger anchor or r x 3' expansion bats. 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) t@ each comer of shed for sheds less in length than the rnaxinnun. 4. The minimum edge distance for expansion bolts Is 8 diameters or S for � expansion bolts. S. Anchors shall be on side walls e except when shed is placed nn to existing building, in which anchors can be placed on end walls as dose to irdes as poss±Dle. Y X 4' BOTTOM PLATE NAILED T02* X 6' PT BASE CONCRETE SLAB BY OTHERS 7HR LOCAL CODES AND JURISDICTION 'x 2' FLAT WASHER W/ J' NUT _ 2' X 4' BOTTOM PLATE ' j X 12' EYEBOLT OR THREADED ROD (IF NECESSARY) WITH 2' X T WASHER AND NUT (2.0007 CAPACIIY)P UPLIFT COUPLER IF NECESSARY W EYEBOLT AND 30' AUGER ANCHOR FASTENED W/ 1- X 2- BOLT AND NUT W/ (2) T X 2- FAL,T WA I i GRA SEE BUILDING ANCHOR DETAILS (1) j x S (400# UPUFr RATING) WEDGE ANCHOR INTO CONCRETE SLAB THROUGH 2X 4- BOTTOM PLATE NOTCH OR COUNTER SINK BOLT THRU 7 X 4' PLATE T 4" rtih. 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) Z r DESIGN CRITERIA BUILDING CATEGORY 1 CONSTRUCTION TYPE VB BUILDINGTYPE ACCESSORY STRUCTURE EXP• WWIND VELLOOCITY SV1180 M.P.H. (DW 190 M.P.H.) MEAN HEIGHT 9.135 fL ALLOWABLE III OF FLOORS 1 ENCLOSURE CLASSIFICATION ENCLOSED FIRE RATING NIA SINGLE HELIX EYE AUGER ANCHOR SCALE: N.T S. 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 = S PSF INTERNAL PRESSURE COEFFICIENT = *b 0.18 01101/2012 02.23.2012 02.29.2012 0402.2012 05-02-2012 06-18.2015 O U � U Zui' to -> O u) A c W 0. Z ED 9 =o -co sit U= -- x5L--0� Oot'mW OY" V, 20- W- � cc u? U) O (n Ul C) O Q J J ti U Z ZB �o Ww rm Z ut Zooms WCCccr? NON Z0LL. OM Oa0^ Q uxOi JZO Uwo �3J o U)- SHEETA deaen, Jr. ?.E I of FL PE 935516 C -- C= C Z O IV O 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 12" X 2" BOLT & NUT, AND (2) 2' X 2- GALVANIZED WASHERS. S. IF UNIT IS TO BE ATTACHED TO A CONCRETE SLAB, THE BUILD IS SET ON THE SLAB SHIMMED UPTO LEVEL. A i HOLE IS GRILL INTO CONCRETE 1' - OFF OF RIM OF JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND A A-24 SIMPSON BRACKET OR EQUIVALENT IS PLACED OVER THE 2 WEDGE ANCHOR. A X 2" BOLT AND NUT W/(2) 2'X T 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)1" X 41" 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) S. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. SHED WITH S SCALE N.T.S. STRAP DETAIL scale: n1s. T X T FLAT WASHER W/k NUT T X 4' BOTTOM PLATE X 12• FORGED EYEBOLT T X 6 P.T. FLOOR FRAMING • SIMPSON HS -24 CLIP(87WUPLIFT) or equivalent X 2' BOLT W/(2) T WASHERS SIMPSON A-24 CUP SIMPSON HS -24 or equivalent TYPE I, If. III or IV PAD WBLOCKING AS REOUIRED (1) J' -13* (1.200 UPLIFT RATING) EXPANSION BOLT OR WEDGE ANCHOR INTO SLAB @(spacing per fade 7) i CONCRETE SLAB BY OTHERS THROUGH LOCAL CODES AND JURISDICTION 'x T galvanized wesher Ath 112' nut 'treaded and 1` coupler T bolt & nut .1(2) T x T ari ted washers(2.000R+ It opacity) ITfaged eyebolt wnicane augeranchor 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 deafer). Locate anchors per Table 4a or 4 b. 3. Eyebolts shall be placed through the bottom plate(Ooor system) and attached to anchor. TABLE 1 Shed Anchoring to Concrete Slab TABLE 2 Runner Spacing ed i t #U lift /Side of Shed max.andgr spall Shed Wdlh 1 X2 X3 13'-0' 28081 LF 3• - 6• 13 8' 1'-10 9'-11' W-11' 11'-8' 40#/ 3•-6' -11 -8' 10• 20091 10• 1•-•T 6'- 10' 8' 160*/LF 3•. 8• 9' V-6' V 120* LF T-6' 6' 10' 51' Values from end of joist to centers of (2) 4• x 4- skids only. 13'-8' wide slheds have (4) set of sleds TABLE 3 Support Footing Pad Spacing for Runner Blocking for eagle Wde(SW) a Double Wide Sheds(DW) 1. Pad spacing Is end to center of pad 2. Pads other than end pads spacing is center to center. 3. Use same max. spacing for interior spacing. T Pad Dlmeruions Max. Load" Material 1 2• x 8• x 16' 1.778!1 concrete bloc quality cement d sand mix 4' x 8' x 16' -11 on.Tete block qualitycement & sand mix at 16' x 16' 3.9509 ABS Pads Iv W x 8' x 16' 1 900k concreteblock quality cement & sand cox 'Load width on runner. "Based on 2.00D PSF Soil Bearing Capacity (2.000 PSF is Pry.) NOTES: 1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48' max. without reinforcing. 2. Pads required on I V -W d 13'-8' wide sheds only. SHED WITH SKID ATTACHED SCAUE- N.T.S. 'x 2' FLAT WASHER V.1/;• NUT 2' X 4' BOTTOM PLATE Table 4a . Anchor SDacinq of Auqer TVDe Anchors for Single Wide Sheds Lye Auger Anchor h I LW_ Ucl ft PL End Ander• ax. IT -87 .00' 243 t to ' 6 1'to IW_o? 1 4 1 to ' 1 s o- 1 11-0' w 3•-0• 10-0 6'-0' 10a V-0' to 3•-0' 10•-0' Table 4b Anchor Spacing of Auger Tvoe Anchors for Double Wide Sheds 30' E e A Anchor Shed Site LW' Uplift L End Anf.'hor'• Max IntenorS 1 1'-0' to 3'-0' FLY *Load width of uplift on nxvw Location of end auger anchor or slab anchor Andhor spacing example: 30' auger anchor or } x 3- expansion bolts. Notes: 1. Anchor spacing is based on a 3 second gust at 180 M.P H. for a Exposum'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) Q each comer of shed for sheds less 6h length than the maximun. 4. The minimum edge distance for expansion bolts Is 8 diameters or S for t• expansion bolts. 5. Anchors shall be on side .valls except when shed is placed nest to existing building, in .bich anchors can be placed on end %ails as dose to sides as poss!1>N X X 4' BOTTOM PLATE NAILED TO 2' X 6• PT BASE CONCRETE SLAB BY OTHERS THA LOCAL CODES AND JURISDICTION ti.`' � X 1T EYEBOLT OR THREADED ROD (IF NECESSARY) WITH T X T WASHER AND NUT (2.000* CAPACM)# UPUFT �} COUPLER IF NECESSARY w EYEBOLT AND 30' AUGER ANCHOR'FASTENED Wil- X 2' BOLT AND NUT W1(2) T X2` FALT WA GRAnC SEE BUILDING ANCHOR DETAILS SINGLE HELIX EYE AUGER ANCHOR SCALE: N.T.S. (1)'j x 5' (400# uPUFr RATING) WEDGE ANCHOR INTO CONCRETE SLAB THROUGH T X 4' BOTTOM NOTCH OR COUNTER SINK BOLTTHRU Z'X4'PLATE T 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 1 hereby certify that 1 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 VB BUILDWGTYPE ACCESSORY STRUCTURE EXPOSURE - C' WIND VELOCITY SVI1B0 M.P.H. (DW 190 M.P.H.) MEAN HEIGHT 9.85 R ALLOWABLE # OF FLOORS 1 ENCLOSURE CLASSIFICATION ENCLOSED FIRE RATING NIA WIND LOADS Rod I Wall ja (S.VJ,) 4z- WIND 3 56.4- 41.95 37.08 W W D LOADS Roof I Wall 19-97148.94141.62149.341 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 01101!2072 02-23-2012 02-29-2012 04.02-2012 05.02-2012 06.1&2075 2 O U n U Z t,i U) U<cW Orn Z 2:0> rn= 00 Oo r'Wa W7 a. h < N' U) O U Z 0 Zg EEo w zN:z Zook W°cera tn0N z -a z O0.o� Qm Oi _20 UWO ,63 a U)N Q f -71 X I r� SHEET A t]rabr>. Jt P.E of FL PE *35816 PSI APPROVAL 2015-06-02 (2) 2 %4 spruce haadta and (2)2 x 6 or 12 p.L p6o each aide load bating ee�e (2) 2 x 6 p.L dobudsadded- Ir k rwf Q S when garage doer Installed urn rod when garage door hstaZw double archts br gaia3e doors �. gonao door size I x 4 bridghg (t'rp wld0f 6-0'.Ir DOOR > 8'-4• . T�0'. it {see rmfa ?, 3, a 1 '• x 4' blodirg . . e wall arfrhx desats END ELEVATION VATH DOOR Two SM MODELS 4' 7111mit)UPI dna bile have doer (op" eco wall and ISOMETRICOFSHED 314• Tag pyboard SiNrgLSlxf LS'TA-1a ILSP ' $caw n ta- LSTA-i9 or ogLdl'aima 2'x B' Nddardl Tz varies-� Q wn4{14Ei) rani ..��.•�.•. WALL ANCHOR DETAILS f? Sqdfi: n1s. EE 4V -W max- la gtt, -� wmva'ply-,-d.4 E1d000 014' x 4' )max pet spears x 6' p.L trartl6fa (hP•) x 4' ni T x 4' ben4'gq.) lxr 4• x 4- x Y riadlx required m r X 3'-6' wide sheds FLOOR FRAM p1Atr smla =1' za Tz varies-� Q SkIII1i or dou le ..��.•�.•. 16' olo)obtap;chU O'kod W oue a f? 7t N EE .02-27-2012 wmva'ply-,-d.4 E1d000 014' x 4' � x 4 sLWa (tyP•) T x 4' ben4'gq.) 7 x 4' bbckb,g �S 3 a' p.Landran o 4. USP RT -6 END ELEVATION FOUR SMD MODE_ sialo: j' =1' i TLG *6-ard ,tgsm C11p cc equivalent Insk" at OUTSIDE WIDTHS B, IT, 1C, 11.8', Or 13.6" 1THYDROVENTDETAILS equivafad (ryp) studs vRan anr]La a da11�t nay connerdcn between for Naralodlm _ ' S [ l SIF THE U IT16TO BE ATTAG1mTO A COKC ETE SLAB THE Bt1u0e1015 SEF OWN THE CONCRFiE BLAB AND SHauAIED UP TO } 800r)azl and cX4-naexr e x 1931v Z' x 6. p L plated f« sifeds over �' 12' raged J' X 3- (a711A �t rwng) Soft • 1G b, lenadf Simpson HS•24 or } tag ptyboard 1 it of wadaa anchor into stab (per Wbto 1) 2x 4' bomm FLOOR FRAM p1Atr smla =1' za 6-4r (mmc.) WITH DOOR & 3Nate j' = I' pWto(LYP) On around door header 2' x 4- W+dai header r x T br%d9-`VWnd br&chV) - T It 4' bau(L17_) -4' x 4• Wb1dow besdu -T -A 'r window ill _Z x4•bon mplato Tai plyDoord ,_Sbnpnorl HS -24, USP RT -6 Clip i lar a* aim (w) e2 Eads wall mdard.W !'v oonnsraon Tz varies-� Q SkIII1i or dou le ..��.•�.•. � apq,ifg 1•r4' b^dgin9(%4rd braft) EE .02-27-2012 i 4- Arfdgb gNnd brdrla)2 ANDTtt 2 ONL:E war b sWu+E"AND TLS wLsl soar DFncE rxoLym a tyrAgllsum T=ILE DuaDao As eL.oe>®oN n+E LLlar x 4 sLWa (tyP•) T x 4' ben4'gq.) 7 x 4' bbckb,g boaorn plirto Tn m Q� 7 p.Landran o 4 x4 ptNdlds 6-4r (mmc.) WITH DOOR & 3Nate j' = I' pWto(LYP) On around door header 2' x 4- W+dai header r x T br%d9-`VWnd br&chV) - T It 4' bau(L17_) -4' x 4• Wb1dow besdu -T -A 'r window ill _Z x4•bon mplato Tai plyDoord ,_Sbnpnorl HS -24, USP RT -6 Clip i lar a* aim (w) e2 Eads wall mdard.W !'v oonnsraon equivalent OPTIONAL WOOD FRAME . DOOR CONSTRUCTioN SCALE N.T.S. Tek Ca"mclorphtes lend (Dodi side) 4- Conslntcam, doorsl6n on Bads 02 p.L 2 x 4 frame (yp) Tz varies-� Q SkIII1i or dou le ..��.•�.•. wide aL3s r apq,ifg 1•r4' b^dgin9(%4rd braft) x 4 header1- .02-27-2012 i 4- Arfdgb gNnd brdrla)2 ANDTtt 2 ONL:E war b sWu+E"AND TLS wLsl soar DFncE rxoLym a tyrAgllsum T=ILE DuaDao As eL.oe>®oN n+E LLlar x 4 sLWa (tyP•) T x 4' ben4'gq.) 7 x 4' bbckb,g boaorn plirto x 4 bottom plaLo ir p.Landran o 4 x4 ptNdlds END ELEVATION FOUR SMD MODE_ sialo: j' =1' i TLG *6-ard for kbrmBon ml Mv;a ri soo and alevsdm vA'b door OUTSIDE WIDTHS B, IT, 1C, 11.8', Or 13.6" 1THYDROVENTDETAILS equivafad (ryp) studs vRan anr]La a da11�t 12 for Naralodlm _ ' S [ l SIF THE U IT16TO BE ATTAG1mTO A COKC ETE SLAB THE Bt1u0e1015 SEF OWN THE CONCRFiE BLAB AND SHauAIED UP TO } _ 2� _see arch decals equivalent OPTIONAL WOOD FRAME . DOOR CONSTRUCTioN SCALE N.T.S. Tek Ca"mclorphtes lend (Dodi side) 4- Conslntcam, doorsl6n on Bads 02 p.L 2 x 4 frame (yp) SEF SIDE ELEVATION WTH DOOR$ AND WINDOWSFOR INI'MMAN , TiON HOT SHOW 12111' x 121;- rough ..��.•�.•. 1_BUIDMO 6rT.A IN i�STED LOCATION ON SOIr®utfAD AC TDALLOW FOR UoNDBfTTO M*JN OF SWARF apq,ifg 1•r4' b^dgin9(%4rd braft) O .02-27-2012 (wdOnalelotldc) SCda rLts ANDTtt 2 ONL:E war b sWu+E"AND TLS wLsl soar DFncE rxoLym a tyrAgllsum T=ILE DuaDao As eL.oe>®oN n+E LLlar 12 1;' of N2 pA T x 4' ben4'gq.) A1%WjSWbeIlls boaorn plirto .1' x 4'%&)d brace (typ.) at THE WAMINO IS SPORTED TOIEVIg,BLC (FID maUMi3 4. plytnmd bur c omors - 2 x 6 p.L eke Tai 2' x <' tadtorn pixie • i TLG *6-ard 16• to 24' SknpsonHS-24,USP ILS.24Cfpar 1THYDROVENTDETAILS equivafad (ryp) studs vRan anr]La a da11�t SOLID: l' for Naralodlm _ ' SEF SIDE ELEVATION WTH DOOR$ AND WINDOWSFOR INI'MMAN , TiON HOT SHOW S' 4DE ..��.•�.•. 1_BUIDMO 6rT.A IN i�STED LOCATION ON SOIr®utfAD AC TDALLOW FOR UoNDBfTTO M*JN OF SWARF Y_1RING DIAGRAM N O .02-27-2012 (wdOnalelotldc) SCda rLts ANDTtt 2 ONL:E war b sWu+E"AND TLS wLsl soar DFncE rxoLym a tyrAgllsum T=ILE DuaDao As eL.oe>®oN n+E LLlar 03-13202 PnKars . S-.1-Hndr kF- A1%WjSWbeIlls L O THE WAMINO IS SPORTED TOIEVIg,BLC (FID maUMi3 c abio 141p. 3 wit , I\} Or's'rd4 Ra,:A 3_>i7a A AFlpt THE BLV DM IS LEVEL LtOETE CtCpCB ARE ADOC-0 TO AON¢YETK CORAECT SPACWM encase'n all notal _ GF.L oErJta lomis 3 x S' (AiTdo fl wnneUarptatrs 't a agLemat" Arch DOW .'Sr tress olalrs ode: nla Sfrnpeon HS.24, LISP RT4- Cap a NwNMd.++L TYPE 1,11, a 111 CONCRETE OR ABS PADS Wl BLOCKING AS REOUIRED SHED WITH SKID ATTACHED hulrlwne saap(lyll) EIS! } Pt1' d Er- Z' x 4' cLTd • 4' It 4• header G 1.8019. A NHOIE is ORUJ®KTTII A F-UMM - INTO CONCIUF E SLAG 1 iOFF RIAN JOIST. THE EYEBQT IS FASTEN : ' TIQLOIKlf TFE BQfiOAN AAm A (A24 SaNP30N N7Ji715 P'L/ICED OVER7HE �' 1vED0E ANGIai, A } %? BOI.T AM ALIT W(17 . Simpson LSTA-18, USP LSTA-18 Z•WJSHER 15 USSDTO FASTEN THE EYSPOIT AHD SJUPapr CUP TOEETEFL, : Hurricane SVP Of oqunyLem 6e64A i4OTES a SPEQFICATiONS FOR -AUGER AC)iORS " al Noone! (79•)ag Stud$) 1. SUaDWO 9LAU_ sE HONE'1YPE>oHD ANCHOR UANUFACTIMS) BY;• OWPrme of •S��z,Jsuw: on .1 X 12* EYEBOLT 'AUGER ANCHOR I-leyeboll and anchor bo&A z tngrAfer,vf �' x 2 -bolt and (2) T x T golv. wwtws 'e ondi'nxa n; -L- BRLS=LL, YA••TEAYc'RA[ HOIDPLGPOWH16HMIf:SSTKW4.✓" ' 2 ANGDRALOSYSIEIH 7D GROUND PER LWAL n1ALDONG COOL WDEAU"LOC ATE "CNOR SPACINNDPER TAfl=I SET UP AND INSTALLATION OF SINGLE WIDE SHED 01.01-2012 ..��.•�.•. 1_BUIDMO 6rT.A IN i�STED LOCATION ON SOIr®utfAD AC TDALLOW FOR UoNDBfTTO M*JN OF SWARF ' 02-23-2012 Table 1 . Shod ID Tale 2 ' Rumor spackv Lnai10 tLwrts (N=IA E, TYEaSE7C-' :- t .02-27-2012 CODE P,FI^. Zv ANDTtt 2 ONL:E war b sWu+E"AND TLS wLsl soar DFncE rxoLym a tyrAgllsum T=ILE DuaDao As eL.oe>®oN n+E LLlar 03-13202 PnKars . S-.1-Hndr kF- SPOT AND LEVELED. 71-E OTHER END OF THE BUILDING ISSROUOIrr UP TOIL -VEL AND BL.W=. T/@J THE CVAEA Cr 02.28.2,015 I Tor Yrtd Seed THE WAMINO IS SPORTED TOIEVIg,BLC (FID maUMi3 I\} Or's'rd4 Ra,:A 3_>i7a A AFlpt THE BLV DM IS LEVEL LtOETE CtCpCB ARE ADOC-0 TO AON¢YETK CORAECT SPACWM III. ,W-. rf.F..L L:nry, B 4. ANCHOR RACELENT IS tSTAn��c,8YTM W07H OFTE 1a Rt>.; HOLES ARE ORA.It•D7HR000H THE? X-CItclo ' Values two and of)da m tNx,ter d (2) 4 x 4 cF;da wJy 13-8'aido atmds haw (4) N:e� d skids. Support PP°ft FooM1g Pad Spacing For Single W de(S.M or BOTTOM PLA7e KFMA}AisdmorrmoTHE EYSXXYMFASTENED INTO PLAL� 7IE HOLE IS DUG+ FOR A 3? FJfR7H . L"PJM4C8 It aNmese FL SWI. sm"I AMCHOR AND OACVJ- - THE EYEBQTAND ANCHOR ARE FASTENED %VENA•}}xT BOLTANDNUT. _ ' SIF THE U IT16TO BE ATTAG1mTO A COKC ETE SLAB THE Bt1u0e1015 SEF OWN THE CONCRFiE BLAB AND SHauAIED UP TO } _ G 1.8019. A NHOIE is ORUJ®KTTII A F-UMM - INTO CONCIUF E SLAG 1 iOFF RIAN JOIST. THE EYEBQT IS FASTEN : ' TIQLOIKlf TFE BQfiOAN AAm A (A24 SaNP30N N7Ji715 P'L/ICED OVER7HE �' 1vED0E ANGIai, A } %? BOI.T AM ALIT W(17 . Simpson LSTA-18, USP LSTA-18 Z•WJSHER 15 USSDTO FASTEN THE EYSPOIT AHD SJUPapr CUP TOEETEFL, : Hurricane SVP Of oqunyLem 6e64A i4OTES a SPEQFICATiONS FOR -AUGER AC)iORS " al Noone! (79•)ag Stud$) 1. SUaDWO 9LAU_ sE HONE'1YPE>oHD ANCHOR UANUFACTIMS) BY;• OWPrme of •S��z,Jsuw: on .1 X 12* EYEBOLT 'AUGER ANCHOR I-leyeboll and anchor bo&A z tngrAfer,vf �' x 2 -bolt and (2) T x T golv. wwtws 'e ondi'nxa n; -L- BRLS=LL, YA••TEAYc'RA[ HOIDPLGPOWH16HMIf:SSTKW4.✓" ' 2 ANGDRALOSYSIEIH 7D GROUND PER LWAL n1ALDONG COOL WDEAU"LOC ATE "CNOR SPACINNDPER TAfl=I '`'^�':"'�""`• i EYEIlCtn SHN.L BE PLACED E BOTTOU PLATE AND FLOOR SYSTEK ' REYI : Table 1 . Shod ID Tale 2 ' Rumor spackv .•CODE AoPrs,h W k.lnCmr ;r nr%BX anChorvneano It. u 3zn s T Ula (10d) naft 4',t 4' header • .1 1-10 im I- I ir-11 • Rin . :,n Rr1swr ' si FF 4'ro,y,4 - ►.0 i 11r3F42 fCa/ILC. W s,Aoexn 1§9 06FRsaraEl 5d 1 Values two and of)da m tNx,ter d (2) 4 x 4 cF;da wJy 13-8'aido atmds haw (4) N:e� d skids. Support PP°ft FooM1g Pad Spacing For Single W de(S.M or .116,1fir x x 3 Double VMde(D'Ao Sheds. N3 w3PLL Nn w T %T sorra gahemked NU ST COMPLY WOH THE B'-4' DOOR HEIGHT AND THE MIN. AHD All1)C %MOTH REiQUIREMENTS steel %Ye0w,Ii0h } nut \ - TAG plyDOard 4. ALLBUllLDL%W 400 S(L FT, OR LFSS 2• WITH 7DOOR HEIGHT ARE ACCESSORIES TO d RESIDDN-TiALSTRUCTURFSN z S. THIS PLAN WAS DESIGNED PER THE FBC AND THE FBCR oyabdlard anchor.bolted . togottor w f r x Z arld (2) T x S geN. wwh&�s and r nun FASTENING FULILES 4 f.w 10-d rx•C• a a•x.u/Nerard z 4'x4' taado Tr.1 efnod 4 Mesa oddAes+r -Tire ObmdMor ._131 set ler* S c6eU em"an Ids winlr , xt'md1d1s.0 dIII .' T Jhd will eft ■ :z 0811. a.vlld 'A r.7rrl IONri ceti:n to !.1 - 1A Too roof did. d B_ FASTENERS IM ROOF. AND WALLS SHALL BE SCOTS@TRUGRIP METAL TO WOOD FASTENERS 0 AND SHALL BE 9.1S X 1' OR EQUAL WI 1-(MIN.)THAEAO PENETRATMN(i M.) Z o T x 6' aide mil 7. GUTTERS TO BE INSTALLED ON SITE 6Y OTHERS THROUGH LOCAL CODES. S W_ F-dwEyaBcAor;•TlneedodRod SHED DESIGN LOAD REQUIREMENTS FOR THE: z � .cofrplagilNocessaryrcLaat 2014 FBC-5th Edition, 2011 NEC, 2014 FFPC zoo ern 1 hereby certify that 1 have reviewed these -plans along %M all buad'Rig materials and Z 9 I'x 12 -Forged Eyetion components Used in tale manufacturing O( the Sheds. The materialarid CotTtponents•either O- � have a Florida Product Approval as required by the Florida Buft!ing.Corrmission,Rp 1.9) Q $ o 3D HurdE�neArlifx Lu or were analyied using the Wk Stress Design All materials and comporre t �v>y tie::. 2014 Florida Building Code, the Florida Manufacblred BuOding Act'aint:!,rAt.- frl�r4'i.1 r ' s7RApD Alit N_E.C_ for.A category 1: Enclosed Building, Exposure 'C'. with a .12 V tD 5wc Nus (three second gust) „ Y11iV`J Ari v: , • Q DESIGN PRESSURE `•' I.J20gf. w FLOOR LIVE LOAD 75 PSF ( * ( •.'• pESIGN TTERIA FLOOR DEAD LOAD 13 PSF. ROOF LIVE LOAD 20 PSF e WILDING CATEGORY 1 BOOR OFJ1D LOAD 6 PSF , • - -1 UILD GTYPE ACCESSORYSTRUCTURE INTERNAL PRESSURECOc'FF1CIEW �► 018 SINGLEHabfA%*ERANCHOR WR1IMITYPE VB state THIS BLIND VELOCJTY 140 MLc. PH " �. l,. TI f OF FT_OORFW S.1 _ •O�_SUAE C �IFlCATWN BNCLOSFD taihliE.`. _: ��: c 3 > T 0 a°a E: o u W ti c us v ?UUi: CL IO W O 0,L. Z u_ i N N N S+r•,411Or, 7PJ5, USP NP35 Pad Spyy,g b end b out-orpad WAplato or oquhmtoru Is nter b miler 2_ Pads oltw! wnprd pad ca 6d Ula (10d) naft 4',t 4' header 3. Use smne nnsdintan For esa,or nar,OL fCa/ILC. .116,1fir x x Nn w T X T sgLme fHmfw %W1, rM Load wkM On neater 2� 1931v • Based on 4000 PSFSoi Beadra Capocky(2,000 PSF is t,q.) �' 12' raged J' X 3- (a711A �t rwng) Soft 1. Noted wr a add conaese BXBx=6) may be ctLkad an pad, for Ngh soS up b 48 wid>dJt mddordng Simpson HS•24 or 2. ABS pod rogWred on 11•-4 d 13' 8 wino Dui&gs ally USP RT -6 Cup u of wadaa anchor into stab (per Wbto 1) Table 4a Adder Spacing d Augur Type Anchors For Skg'a Wide Shade cquiv>da i (t>m Iprt) x T boll w R) 4X 2'x2'bi t 1 4' ooh c `a 'CoEcreteStab byoelets SHF,ilMbS=ATTACMMANi"NORED r- t 1 a d e Local Codes a jiffis din TO CONCRETE Table 4b Auchming S • d AuW Type ArAtIor ForDm"o WLdo Sheds appb y AuggrAncheirro ` < ILD20 us= on runrler n6ugg. ' (1) }' %S (4001 upRl y'Lora6on of and mlgaror-4eb and,ar Into ArKhx spadn8Is eiarnp1= 3W anger or a• x W expansion Sofa d e b d�-dqcr Dec+19 ANQCRNNE7lES CalrratLSlabbyoBt:�ilt (Pat two E ? ALL j�gUM Ir�AeWEA ECEENTERTOC�'F2AmR FkXHOFrr rht9ONCt0.®tlatcDago� 'C' - r I Deal Cod" a Nr • rfen.� Nr nxasu sink 1 THE LtD&NR u M1A1UROFFANUfOFt Is (I). ONE Q EhCH CORAM OF SHED FOR SHEDS LESS IN LENCH T THAN TIE _ y Ldtthrough244' 1�TLB MMUVHEDG'E DSTACE FOR FJWABgN BOLTS 6 a OWETkRS OR S FOR A iEVAXSMSLAt T. 911A11 WALLS DSP• • 7 X 4' bottcvn plate rfailad b 6 ANOiOR4 BE ON SIDE T WHEN TESH D I5 PLACE NEXT TO AN E30STOXI ot"EtO. aL Vk L U3E AmcHosL5 CAN of RACE (7J ENO wALL As OIDsE As Pos=L1; to atDE WALLS l T x B' P.L bate Andwred GENERAL NCI ES- ' sl+ee Whh Fber R"" t =1'-0' to Corvar t 1. ALL BUiLDWGS FROM 0 SO. FT. TO 720 SO. Fr. ARE EXEMPT FROM WIND-BORNE IND -BOE -DEBRIS IMPACT scow STANDARD PER FLORIDA STATUTES. 2. ALL BUILDINGS FROM 0 SQ. FT TO 400 SCL FK: ARE FOR USE WnH CME AND Twp FAMILY T x 4' boaom plat RFSIDENCES'ARE EXEMPT FROM DOOR HEIGHT REQUIREMENTS PER THE FBG 3. ALL COMMERCIAL BUBDINGS AS WELL AS RESIDENTIAL BUILDINGS 401 SYL'FT.OR GREATER T %T sorra gahemked NU ST COMPLY WOH THE B'-4' DOOR HEIGHT AND THE MIN. AHD All1)C %MOTH REiQUIREMENTS steel %Ye0w,Ii0h } nut \ - TAG plyDOard 4. ALLBUllLDL%W 400 S(L FT, OR LFSS 2• WITH 7DOOR HEIGHT ARE ACCESSORIES TO d RESIDDN-TiALSTRUCTURFSN z S. THIS PLAN WAS DESIGNED PER THE FBC AND THE FBCR oyabdlard anchor.bolted . togottor w f r x Z arld (2) T x S geN. wwh&�s and r nun FASTENING FULILES 4 f.w 10-d rx•C• a a•x.u/Nerard z 4'x4' taado Tr.1 efnod 4 Mesa oddAes+r -Tire ObmdMor ._131 set ler* S c6eU em"an Ids winlr , xt'md1d1s.0 dIII .' T Jhd will eft ■ :z 0811. a.vlld 'A r.7rrl IONri ceti:n to !.1 - 1A Too roof did. d B_ FASTENERS IM ROOF. AND WALLS SHALL BE SCOTS@TRUGRIP METAL TO WOOD FASTENERS 0 AND SHALL BE 9.1S X 1' OR EQUAL WI 1-(MIN.)THAEAO PENETRATMN(i M.) Z o T x 6' aide mil 7. GUTTERS TO BE INSTALLED ON SITE 6Y OTHERS THROUGH LOCAL CODES. S W_ F-dwEyaBcAor;•TlneedodRod SHED DESIGN LOAD REQUIREMENTS FOR THE: z � .cofrplagilNocessaryrcLaat 2014 FBC-5th Edition, 2011 NEC, 2014 FFPC zoo ern 1 hereby certify that 1 have reviewed these -plans along %M all buad'Rig materials and Z 9 I'x 12 -Forged Eyetion components Used in tale manufacturing O( the Sheds. The materialarid CotTtponents•either O- � have a Florida Product Approval as required by the Florida Buft!ing.Corrmission,Rp 1.9) Q $ o 3D HurdE�neArlifx Lu or were analyied using the Wk Stress Design All materials and comporre t �v>y tie::. 2014 Florida Building Code, the Florida Manufacblred BuOding Act'aint:!,rAt.- frl�r4'i.1 r ' s7RApD Alit N_E.C_ for.A category 1: Enclosed Building, Exposure 'C'. with a .12 V tD 5wc Nus (three second gust) „ Y11iV`J Ari v: , • Q DESIGN PRESSURE `•' I.J20gf. w FLOOR LIVE LOAD 75 PSF ( * ( •.'• pESIGN TTERIA FLOOR DEAD LOAD 13 PSF. ROOF LIVE LOAD 20 PSF e WILDING CATEGORY 1 BOOR OFJ1D LOAD 6 PSF , • - -1 UILD GTYPE ACCESSORYSTRUCTURE INTERNAL PRESSURECOc'FF1CIEW �► 018 SINGLEHabfA%*ERANCHOR WR1IMITYPE VB state THIS BLIND VELOCJTY 140 MLc. PH " �. l,. TI f OF FT_OORFW S.1 _ •O�_SUAE C �IFlCATWN BNCLOSFD taihliE.`. _: ��: c 3 > T 0 a°a E: o u W ti c us v ?UUi: CL IO W O 0,L. Z u_ i N N N Tx4' (wind I 2x4'an see delatls beW7. dg;Ip l +' x4' bri {wind bracing) (typ. s9 connect) . 7 x 4' boatel` pbrti bnfeares:r p ) SbWwn LSTA-18.L LSTA-16 or equivah V n4-(I3d)neib WALL ANCHOR DETAILS sqwa: ILLS. L� 40141' matt l rgsh FLOOR FRAMIN PLAN tercels =1' 74T PSI APPROVAL 2015-06-02 ISOMETRIC OF SHED 314' INLg ptybowd scala nts 'X 6' p.L &WnhV (til•) X 4' nrom e Ira e x 4' rluo reorad on I e' oA; lots%apatrrlg, gleed t foreve A pmlrve'ptyppetd vel addsorlaH 4• x 4' cerdw niter Sirnpeon HS -24. USP Kr -6 Clip or equlvarmt Installed W very connapdon bebreen Igor )da and 4• x 4' natner T x 6' p.L ptaun (a sheds ave 1 V in lomth } +dap ptya 2'x 4' bottom ptato(ty L) all arm"A 4'. 4- deur header 2'X 4' untlar hos0.v 1' x T brLigkg(twld breap) r (2)2x4spruce hesdaesaid (2)2x6 12 p.L pine "ch side -!-d boating(2) 2 x B p•L door bucket odded-1L' �Q 5 wtw%garage door k.:d ed whin pelage doorL•stnkel I double arrhd for gaage dons _ >' gsage door sixes (ria• 1-- 4 bridgingIP E4' ' 02-23-2012 ': nerh: mart E Fie x 4' whidc w header w1dlh 6•-0-. DOOR 2. 04M WWI` 630lWtli AND 7HE Nu3N SPOT MTHE b OLVID o ESTABLISH O THE Butuom 6 SLOOCW ova n+E 11IO1 01132012 ' IL41 T4T {sale note 2, 3, a1 _ GF.L otR1d .. vales x 4' bbc)dng . Orynh'.q R. -C2 J»Ji AFTER 71,16 BULDWO tS lEWCUOiE BUDOLB ARE ADM TO ACHM%C:M* COVtECT SPACNa r wall 2fWhW de�Ba END ELEVATION VATH DOOR TWO SHOD MODELS - ISOMETRIC OF SHED 314' INLg ptybowd scala nts 'X 6' p.L &WnhV (til•) X 4' nrom e Ira e x 4' rluo reorad on I e' oA; lots%apatrrlg, gleed t foreve A pmlrve'ptyppetd vel addsorlaH 4• x 4' cerdw niter Sirnpeon HS -24. USP Kr -6 Clip or equlvarmt Installed W very connapdon bebreen Igor )da and 4• x 4' natner T x 6' p.L ptaun (a sheds ave 1 V in lomth } +dap ptya 2'x 4' bottom ptato(ty L) all arm"A 4'. 4- deur header 2'X 4' untlar hos0.v 1' x T brLigkg(twld breap) r 8 3 E SEE SIDE ELEVATION WITH DOORS AND WINDOWS FOR INFORMATION NOT SHOWN ,�IQ� EIFVATION sole}'=r• . Valdes -1 Q 5 zingle err dada g wide arch .. >' 2 x 4 header , T 1- x 4- brtdgblg(WInd bracing) E2 x 4 salax (typ•) a x x 4' bbd&Q 2 x 4 bottom pialo 2 x 6 p.L end roll 4 xA pi-ddds END ELEVATION FOUR SKID MODEL. emlo: }- = 1' for tnfannslon not sham see and etevadon %th door OUTSIDE WIDTHS � Q• B, 1C• 11'8', o l3'8' 121 5 "see arrJl decals X5, ("Tdr) Hes 10 ttlyirc+! a aqu'vafaL Tek Connector 02tes krtl (Colli side) 4` Construction doorsidn on Baric OPTIONAL WOOD FRAME . DOOR CONSTRUCTION SCALE: NTS 1;2p.L2x4 (rent flip) .12 IAC X 12114• rot*h aperdno 1' X 4- brid*V (Wvd bracing) 12114• of 92 pat T x 4' benylyp.) MAbottorP� 1' x 4- wind brace (lypa of :4' plyb®d tlxe wrtlsrs 2 x 6 p,L Olde red 2' x 4' brlmrn plele • ,j• TLG PY-d 16' to 24' Slmpean HS -24. USP HS-241xp rt 12* HYDROVFM DETAILS_ egtev d (t+pl z0 scale: l' = 1'-0' for connection - . WtMG DIAGRAM N O 2x 4' benglyp.) E4' ' 02-23-2012 . AI wirs10 sW be rnG Fie x 4' whidc w header 3'xS(MiTok) cWo1.4';a•3wca A 2. 04M WWI` 630lWtli AND 7HE Nu3N SPOT MTHE b OLVID o ESTABLISH O THE Butuom 6 SLOOCW ova n+E 11IO1 01132012 E2TX4•windowA- oncesu' all notal _ GF.L otR1d bha2s Or O(iW�'alrra Orynh'.q R. -C2 J»Ji AFTER 71,16 BULDWO tS lEWCUOiE BUDOLB ARE ADM TO ACHM%C:M* COVtECT SPACNa b b Pb. R/r'aa+r. h=- E 1;■ary, r. E TXTslt ra�iter w 1�' "'n Load uddthonnxner,, r. , ,. -Based D B A BOTTOLPLATEVXTHLT A 1'Atdmorr-ANOTHE EYSBOrSFAST94EDBNTORALE. TIE HOE LSDUG FCR A3T F,.gTH '. r x 4' botaJm ptao -M3 L4 :A.S%F4t M7UIOR AND BApoiLM TM CU AND ANCHOR ARE FASMNEOV%TTHA•}xTBOLTADNUT. - scale: nls.• b S IF THE LaeT16TO BE ATTAC11Ea1'O ACOHC;tM SLAB 7HE BW.DWO Q SEI ON THE CONCREIc BH.AB AAD SnWMM UP plyboo d 3 wide ld�sony,.. 2. ABS pod rogwbed Olt 11' 8 d 1 bu t r ' Table 4. Anchor Spac4Rg or Augur Typo Anthers For SNtig'a Wide Sheds TDLEV9_ A -HOLE S �' eh WTTHA HANN62 DRLl artO COaX�EI£ S7A81 i' OFFRLI r0137.THE tIE�OL71S FASTF34 • ' I ' Sbnpeah HS -24, USP RT -6 Clap (6701( L'piA) } x r bon w (2) SimpsernLSTM1A,LISP LSTA-18 rW/SliER18USW7OFABTENTMEYEBOLTA0SWPSCNCUPTOGER,19k •t r^ v� .. a equivalent (pap) cit suds GFJkitALNO1i6sd SPECIFICATIONS Fm.AUGER AdiORS iy ! , 7 , ( .) ELI surds) 1. a u re.wh SnLlt1 LLE IpVE'IYPE tp0 ANQICR MALRIFACRA£D BY 00LOfftmE Cr po� • ilr•+�A� L•y1 �•----+��1 ' wilsrrlorddais G4r (met) For connection SIDE ELEVATION WITH DOOR & WINDOWS ' 2 ANCHMM SYSTEL 7D GROUND PER LOCAL HULLO rGCOCEpr DEALER)U)CATE ANCIJOR SPACLW PER. YAe1_E4. 1 r4r 8 3 E SEE SIDE ELEVATION WITH DOORS AND WINDOWS FOR INFORMATION NOT SHOWN ,�IQ� EIFVATION sole}'=r• . Valdes -1 Q 5 zingle err dada g wide arch .. >' 2 x 4 header , T 1- x 4- brtdgblg(WInd bracing) E2 x 4 salax (typ•) a x x 4' bbd&Q 2 x 4 bottom pialo 2 x 6 p.L end roll 4 xA pi-ddds END ELEVATION FOUR SKID MODEL. emlo: }- = 1' for tnfannslon not sham see and etevadon %th door OUTSIDE WIDTHS � Q• B, 1C• 11'8', o l3'8' 121 5 "see arrJl decals X5, ("Tdr) Hes 10 ttlyirc+! a aqu'vafaL Tek Connector 02tes krtl (Colli side) 4` Construction doorsidn on Baric OPTIONAL WOOD FRAME . DOOR CONSTRUCTION SCALE: NTS 1;2p.L2x4 (rent flip) .12 IAC X 12114• rot*h aperdno 1' X 4- brid*V (Wvd bracing) 12114• of 92 pat T x 4' benylyp.) MAbottorP� 1' x 4- wind brace (lypa of :4' plyb®d tlxe wrtlsrs 2 x 6 p,L Olde red 2' x 4' brlmrn plele • ,j• TLG PY-d 16' to 24' Slmpean HS -24. USP HS-241xp rt 12* HYDROVFM DETAILS_ egtev d (t+pl z0 scale: l' = 1'-0' for connection - . WtMG DIAGRAM N O (opdon3l 6"Ir-) scale PJA 1. BULDMO LS PLACED Lr RET1a9TED LOCATION pN SCHHEOUtE40MC TO ALIOW,FdR MOVEUEHT TOPWN OF SaJARE "- ' 02-23-2012 . AI wirs10 sW be rnG e L O 3'xS(MiTok) cWo1.4';a•3wca A 2. 04M WWI` 630lWtli AND 7HE Nu3N SPOT MTHE b OLVID o ESTABLISH O THE Butuom 6 SLOOCW ova n+E 11IO1 01132012 , oorlrla[tar�� oncesu' all notal _ GF.L otR1d bha2s - -- 38 t4 69iT.�l".Li76c1•^1f?N,'R% r l�v'•� •.7 f:•_ lrr•'71if�sY��ic>♦ • . � ��7 �EiI>ti�l�ItctZis �3��7�[315 • �� ;= i it�alllil.�Illi033 if tttt��ttl• tt>rv>•�tttttaii�(litt� ' ' " ii:`w �v; �(e, t�iF�T7,Ti•��:i� t�i•Eit��iiG7 _- :. r, ♦., ti�iFSFhlie�r�i� t�i•BTlitiliiiC7 On 1Lr 11� ®i- rl=.J•t7:7il+:a i i'lee:iE�16l1JLlitYt:•P7['�[3iits•S€�sf�fi�'t'i::lflfR•7filOQ�iL's1LlUI��!1• ... I I��rE>'�'y��_��1r��•�-L�`�.�.��:;a�t�s•�>±:T>tmraRr>• � iter E''Y1� FL"iLt:] QriH(7oi ii�� Tti'i,�! iR1i3111E�?'l61([TII1T� tii�':iC�lfw A".,r[3Z1i�1�5i�l�RIR7Fi��F:'�u1=31:1i �_� - t�il7i�k rr r I tri[�I,��ilr_SaLJl1[311![!:'Y•:71�1(7i1� uyrm-a.a.. l'ts. '1, TcrBai lOn •=r UW MV V� I ALLA I PON CF SINULr WWI=_%HW Gt-014012 ..�..• _ .•. , 1. BULDMO LS PLACED Lr RET1a9TED LOCATION pN SCHHEOUtE40MC TO ALIOW,FdR MOVEUEHT TOPWN OF SaJARE "- ' 02-23-2012 . d alar to ta'%6E i:=AtCtE PROPE+fYI� ETC: I . .02-27-21112 3'xS(MiTok) CODE P.EW IV 2. 04M WWI` 630lWtli AND 7HE Nu3N SPOT MTHE b OLVID o ESTABLISH O THE Butuom 6 SLOOCW ova n+E 11IO1 01132012 , oorlrla[tar�� Prjfarsara Sw• Ndrn.bins 1 r4r 3" S&.W SPOT AND hPtaafATEOMER 00 Cr -7W BULDWS ISER00034T LIP TOLIEVri ADBLOOEO, TFBJ THE COMER C' THE M DN01S SUPPORT® TO LEVE, BLOCKED AHD 8111MU 3 ' 02.26.2015 Or O(iW�'alrra Orynh'.q R. -C2 J»Ji AFTER 71,16 BULDWO tS lEWCUOiE BUDOLB ARE ADM TO ACHM%C:M* COVtECT SPACNa . Pb. R/r'aa+r. h=- E 1;■ary, r. t rya moR PLAceLviT m E5YA usHEo CY 7IR NMM OFTHE umDDWHOLES ARE DRLLEOT1R0uG" THE r X1C TXTslt ra�iter w 1�' "'n Load uddthonnxner,, r. , ,. -Based D B A BOTTOLPLATEVXTHLT A 1'Atdmorr-ANOTHE EYSBOrSFAST94EDBNTORALE. TIE HOE LSDUG FCR A3T F,.gTH '. AICA Detail !Or l=ra places L4 :A.S%F4t M7UIOR AND BApoiLM TM CU AND ANCHOR ARE FASMNEOV%TTHA•}xTBOLTADNUT. - scale: nls.• S IF THE LaeT16TO BE ATTAC11Ea1'O ACOHC;tM SLAB 7HE BW.DWO Q SEI ON THE CONCREIc BH.AB AAD SnWMM UP or wedge anchor into 3 wide ld�sony,.. 2. ABS pod rogwbed Olt 11' 8 d 1 bu t r ' Table 4. Anchor Spac4Rg or Augur Typo Anthers For SNtig'a Wide Sheds TDLEV9_ A -HOLE S �' eh WTTHA HANN62 DRLl artO COaX�EI£ S7A81 i' OFFRLI r0137.THE tIE�OL71S FASTF34 • ' I Ar Eye Anchor ' TW4U(31 Tm ednDu MID A (1424 Sed`&6 r CLIP) IS PLACED OVER7HE t WEDLTE ANCHRL A) -x S KLT N4DMH WR) (6701( L'piA) } x r bon w (2) SimpsernLSTM1A,LISP LSTA-18 rW/SliER18USW7OFABTENTMEYEBOLTA0SWPSCNCUPTOGER,19k •t r^ v� .. Hurricane Strap at e;uhz M GFJkitALNO1i6sd SPECIFICATIONS Fm.AUGER AdiORS iy ! , 7 , ( .) ELI surds) 1. a u re.wh SnLlt1 LLE IpVE'IYPE tp0 ANQICR MALRIFACRA£D BY 00LOfftmE Cr po� • ilr•+�A� L•y1 �•----+��1 r4shraa c10,417 BPoSTM VA. -TAE AVERAGE HOLDING POWER 6 NOT I X W TUN 4.M# . ' 2 ANCHMM SYSTEL 7D GROUND PER LOCAL HULLO rGCOCEpr DEALER)U)CATE ANCIJOR SPACLW PER. YAe1_E4. 1 `^�'• � - -- 38 t4 69iT.�l".Li76c1•^1f?N,'R% r l�v'•� •.7 f:•_ lrr•'71if�sY��ic>♦ • . � ��7 �EiI>ti�l�ItctZis �3��7�[315 • �� ;= i it�alllil.�Illi033 if tttt��ttl• tt>rv>•�tttttaii�(litt� ' ' " ii:`w �v; �(e, t�iF�T7,Ti•��:i� t�i•Eit��iiG7 _- :. r, ♦., ti�iFSFhlie�r�i� t�i•BTlitiliiiC7 On 1Lr 11� ®i- rl=.J•t7:7il+:a i i'lee:iE�16l1JLlitYt:•P7['�[3iits•S€�sf�fi�'t'i::lflfR•7filOQ�iL's1LlUI��!1• ... I I��rE>'�'y��_��1r��•�-L�`�.�.��:;a�t�s•�>±:T>tmraRr>• � iter E''Y1� FL"iLt:] QriH(7oi ii�� Tti'i,�! iR1i3111E�?'l61([TII1T� tii�':iC�lfw A".,r[3Z1i�1�5i�l�RIR7Fi��F:'�u1=31:1i �_� - t�il7i�k rr r I tri[�I,��ilr_SaLJl1[311![!:'Y•:71�1(7i1� T x T aLtue gtd anted MUST COMPLY WITH THE B' -W DOOR HEIGHT AND THE MK AND MAX WIDTH REQUIROAENTS steal tlaslter r+sttt } avL. TAr_ nw� m H 4- ALL BUILDINGS 400 SQ• FT. OR LESS WITH 72- DOOR HFJGHTARE ACCESSORIES TO 7 RESIDFN(UIL STRUCTURES aYtsDoiLardtawdtor teOeDmr wi}• x 2' and (2) x x r gah/. wezittii end �nut. rxMb..W1-.131tASWh-d 1 4 .0WID 01 t'x4-'l] FA exnO T •• 4'x! 1 nsr4 4 /I adhaO of ead■r .' cwt Srfm aril W. d 5. THIS PLAN WAS DESIGVm PER TIIE FBC AND THE S. FASTENERS FOR ROOF. AND WALLS SHALL BE SCOTSOTRUGRIP METAL TO WOOD FASTENERS 0 AND SHALL BE 9.15 X VOR EQUAL WI +•(MIN•)THREAO PIENETRATION(TYP.) Z o .. r X E aide roll 7. GUTTERS TO BE INSTALLED ON SITE BY OTHERS THROUGH LOCAL CODES. � S LU ForgedEya Bolt rr}'T1XesdodRod SHED DESIGN LOAD REQUIREMENTS FOR THE: Lu }• Coupling iI Noaxmry fctevd 2014 FBC-5th Edition, 2011 NEC, 2014 FFPC z o at sea I hereby certify that I have reviewed these plans ng with all buildaig materials and z boiled }' x +r Forged Eyabw components used in the manufacturing of the sheds. The matedal•and components either O have a Florida Product Approval as required by the Florida BWing.Commission;Rt1%.(9M3) Q u• 30Huntcnna Arxrrx or were analyied using the ViR Stress Design: All materials and compiTe�I.N,1�fiYtie: • o cWJ� 2014 Florida Building Code, the Florida tutarlufactlm� Building Act'an6rSZu�s,� G� �1 G � • r. i� Simi nFT� N_E.C- for. A category 1: Enclosed Building, Exposure "C with a WiluTrt�',r � 'gi d�-�.f}P.f � o y .`• -� � Sow.:rLts. (three second gust) - .. :...., ,'� ., S�'lQ/�o ;r �J •': ,_�a'� DESIGN PRESSURE `- l•ROGF,.. W Q FLOOR LIVE LOAD 751'SF DESIGN CRrMRIA FLOOR DEAD LOAD I ROOF LIVE LOAD 20 UILDING CATEGORY + ROOR DEAL LOAD 6 PSF -a UILD�gNI0 TYPE STRUCTURE A INTERNAL PRESSURE CO=FFidB4J A�B ? d SINGLE HaIX AUGER ANCHHOR .ONSTRUCTION TYPE Va sea table 4 for cpscng C sofo:rtts HINDVELOCITY ISO L041 O)NABLE9OFFLOORS.1 RATING NIA - OS11RE CL+.SSFICATION ENCLOSED Jr_A . 9 1 orall0r i Won W rrr9 ehrrurrrr JIG9 :ilA c uwr'ta 0 _ L 0 •. Q° a d u W u. CL m uuN o d, L. Z LL o': � t -N C04 ?I 1. Ped -p-A b end io oom-of Na llonta or equivalent 2. Pads other dm end pad is conger b conitr d -)B (10d) nags 4' 4' header 3. Use %an= itmdtia>r Tor irrtaior nWwni 8 AM�V x sLaln nlc. X x W - o 4" - • , x : h••r 3 TXTslt ra�iter w 1�' "'n Load uddthonnxner,, r. , ,. -Based on 2,000 PSF Soa Bearbtg Cow_ky(Z" PSF ls }' X 12- ic" X 3' 111M %ptiil ( rrufng)nsbnbut Notes: 1. Hollow or solid concrete ax&r16)may be sta^imd an pads for high Sam up to 44T wWwa Wadorcing S mpson HS 24 or Pali Crp a or wedge anchor into 3 wide ld�sony,.. 2. ABS pod rogwbed Olt 11' 8 d 1 bu t r ' Table 4. Anchor Spac4Rg or Augur Typo Anthers For SNtig'a Wide Sheds stab tanto 1) I Ar Eye Anchor (6701( L'piA) } x r bon w (2) .s:; bwV rx2 t , 7 , r 4' trL r4shraa c10,417 1 Concrete Slab byrQlgt idLjl Whx+D ATTAlJ4F41 ANf HnRE7) r I C he v Local Codes d pubdtlbn TO CONCRETEAnchoring Table 4D A S d T Andwr FHxDaE bYJlde Sheds w awry y Avg rAndkzr x -a o i r .. snn go O6U o • (1) }' x S002 (4upm -Location of onandauger or deb a xJxx rating) wedge anchor Into Anchor epacht is exarrjAm SM. atgeror }' x 3' a brtlLL o. H concrete Slab nt Sparing ANoroRNG1E5: to" O n (per table l) BASEDC iAiNE �ewExtD�iOaHr+�BU DOtP. ConarJrhebbyH Local Cod" d )ursdUlun 17 min•- • nwtd� or. sink ABOVE �b ]. THE uaaMUM HAMBER Or ANMOR is (!y ONE Q JEACH ACM04M OF SHED FOR SHEDS LESS w LB4GW 7HM TIE evP+)rLL bitthM0Dh2'st' .4. TritekMLW1J EDGE DIMACE FOR 0PAS" BOLTS 6 ADWETMOR 6 -MAA iE+PANACNBOLT. ' BNALL BE WALLS CCEM T1ES.4 D t4 M d037a�r' • T x 4' CWULXD plate naibd b 6 AWC"'CRS ONSIDE LYH@r 6 PLACE XT TO BIXOVr N MWQH CASE AMTIOAS CM BE PLArsM ENDWALL A3 C1 OSE AS ATO WDE WAU.& L TxH' .Lba:e P GENERAL NOTES: SMO LVt>h Ftwr Rtvrwve Anchored 1 } =1'4r b Con:sfe 1. ALL BUILDINGS FROM 0 Stn Fr, TO 720 SQ. Fr. ARE EXEMPT FROM VM40-BORNE-DEBRIS IMPACT scala STANDARD PER FLORIDA STATUTES: 2. ALL BtntDwas FROM O SQ. FT TO 400 SQ. FY ARE FOR USE WI H ONE )W D TWO FAMILY T x 4' botbDro p47m RESIDENCES ARE EXEMPT FROM DOOR HEIWfT REQUIRENGNTS PER THE FEC. 3. ALL COMMERCHAL BUILDINGS AS WELL AS RFS(DENTIAL M R.DWW AM SQFr. OR GREATER T x T aLtue gtd anted MUST COMPLY WITH THE B' -W DOOR HEIGHT AND THE MK AND MAX WIDTH REQUIROAENTS steal tlaslter r+sttt } avL. TAr_ nw� m H 4- ALL BUILDINGS 400 SQ• FT. OR LESS WITH 72- DOOR HFJGHTARE ACCESSORIES TO 7 RESIDFN(UIL STRUCTURES aYtsDoiLardtawdtor teOeDmr wi}• x 2' and (2) x x r gah/. wezittii end �nut. rxMb..W1-.131tASWh-d 1 4 .0WID 01 t'x4-'l] FA exnO T •• 4'x! 1 nsr4 4 /I adhaO of ead■r .' cwt Srfm aril W. d 5. THIS PLAN WAS DESIGVm PER TIIE FBC AND THE S. FASTENERS FOR ROOF. AND WALLS SHALL BE SCOTSOTRUGRIP METAL TO WOOD FASTENERS 0 AND SHALL BE 9.15 X VOR EQUAL WI +•(MIN•)THREAO PIENETRATION(TYP.) Z o .. r X E aide roll 7. GUTTERS TO BE INSTALLED ON SITE BY OTHERS THROUGH LOCAL CODES. � S LU ForgedEya Bolt rr}'T1XesdodRod SHED DESIGN LOAD REQUIREMENTS FOR THE: Lu }• Coupling iI Noaxmry fctevd 2014 FBC-5th Edition, 2011 NEC, 2014 FFPC z o at sea I hereby certify that I have reviewed these plans ng with all buildaig materials and z boiled }' x +r Forged Eyabw components used in the manufacturing of the sheds. The matedal•and components either O have a Florida Product Approval as required by the Florida BWing.Commission;Rt1%.(9M3) Q u• 30Huntcnna Arxrrx or were analyied using the ViR Stress Design: All materials and compiTe�I.N,1�fiYtie: • o cWJ� 2014 Florida Building Code, the Florida tutarlufactlm� Building Act'an6rSZu�s,� G� �1 G � • r. i� Simi nFT� N_E.C- for. A category 1: Enclosed Building, Exposure "C with a WiluTrt�',r � 'gi d�-�.f}P.f � o y .`• -� � Sow.:rLts. (three second gust) - .. :...., ,'� ., S�'lQ/�o ;r �J •': ,_�a'� DESIGN PRESSURE `- l•ROGF,.. W Q FLOOR LIVE LOAD 751'SF DESIGN CRrMRIA FLOOR DEAD LOAD I ROOF LIVE LOAD 20 UILDING CATEGORY + ROOR DEAL LOAD 6 PSF -a UILD�gNI0 TYPE STRUCTURE A INTERNAL PRESSURE CO=FFidB4J A�B ? d SINGLE HaIX AUGER ANCHHOR .ONSTRUCTION TYPE Va sea table 4 for cpscng C sofo:rtts HINDVELOCITY ISO L041 O)NABLE9OFFLOORS.1 RATING NIA - OS11RE CL+.SSFICATION ENCLOSED Jr_A . 9 1 orall0r i Won W rrr9 ehrrurrrr JIG9 :ilA c uwr'ta 0 _ L 0 •. Q° a d u W u. CL m uuN o d, L. Z LL o': � t -N C04 ?I RECORD COPY REVIEWED FOR CODE COMPLIANCE PLAN MINER DA E SANFORD BUILDING DIVISION 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 OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REOUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE BUIL'111 o4,vpo O �AgR)1�►E� .. j