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HomeMy WebLinkAbout1917 W 14 StECEIVE CITY OF SANFORD BUILDING & FIRE PREVENTION DEC 2 1201 PERMIT APPLICATION D PP A lication No: BY' Documented Construction Value: $ OVy Job Address: / ,17A/ I V7% Sg%�jy��,k1277tHistoric District: Yes ❑ No Parcel ID: 35'/9-30-300-0080-0600 Residential[] Commercial❑ Type of Work: New 0 Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: �'e��[.t�J 36e x;1754 11 0 Si%7Q/er ah'dg Shed Plan Review Contact Person: Mel ae © uast Title: 30je,,5 Phone: Fax: &4 & ?(p-720Fj Email: /7�Du4SfC�' eSur�enorS ecls.nAl Property Owner Information y Name A Adhoey y /o?DzO/2 Phone: 6, r_34 3a�/- Street: Ur% al l y&j Sh Resident of property? : C S City, State Zip: 5_ 4 Contractor Information Name Anlhoaq People Phone(aa1) X77. Street: f 9/7 AIS /Y7% .V- Fax: dlA City, State Zip: SR/JFur' , 94 3Znl l State License No.: /1//A Architect/Engineer Information Name: ARy s t entoc+on �,n4�r> trna TNC. Street: 21KO CdA la -VA, S 295 R� /. Ida lon City, St, zip: /-0a cJ604 2 G 3a--77'? Bonding Company Address: Phone: C4107) $3 4- 2353 Fax: E-mail: Mortgage Lender: &VA 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. 1 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. d?) FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"Edition (2014) Florida Building Code Revised. June 30, 2015 Permit Application Vp NOTICE: In addition to the requirements of this permit, there may betadditional restrictions'applicableto 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. 1 Acceptance of permit is verification that 1 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. ZI /G gnatur f gent Date Signature of Contracto gent Date Pn/ntI Owner/Agent'' Name Print Contractor/A e s Name DEBBIE BWtTON MY CAMMISSION II FF 178648 EXPIRES:DLWP ry bkUr R Bonded ThN Pbtiry Owner/Agent is Personally K �v to1Me or Produced ID Type of 1D 1-- evv.9 lye/9 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: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: Z0NINGj2 2qA(, UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: Ok to install 12'x 14 (168 Square Foot) shed as shown on plan. Per Schedule C, Accessory Structures in MR -2 zoning district must be a minimum of 20 feet from side yard and minimum of 4 feet from rear yard. Revised: June 30, 2015 Permit Application OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) 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 1, 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. 1 understandthat I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be n /! licensed in Florida and to list his or her license numbers on all permit and contracts. 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. n 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that 1 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 A/I b employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any n 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 1 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 diiect supervision and must be employed by me, which means that I must PC 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 Property Address: V119 VJ, )4-1-h .-5+rgr_f..�t Ac -P277/ 1, and capable of perfor ing the conditions specified above. , 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) l z " Z1">G 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 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 A17 understand that the construction must comply with all applicable laws, ordinances, building codes, and FA zoning regulations. 1 am of aware of construction practices and I have access to the Florida Building Codes. 1 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 W7 Services, and the Florida Department of Revenue. I also understand that 1 may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. 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 I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you Or obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying rN whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: V119 VJ, )4-1-h .-5+rgr_f..�t Ac -P277/ 1, and capable of perfor ing the conditions specified above. , 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) l z " Z1">G 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 REQUIRED INSPECTION SEQUENCE BP# 4 - 33q (r BUILDING PERMIT Min Max Inspection Description Footer / Setback .-Stemwall 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 Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) REVISED: June 2014 Address: VIR \"I W 1 ELECTRICAL PERMIT Min Max Inspection Description Electric Underzround Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final (PLUMBING) G,xs PERMIT Min Max Inspection Description Gas Underground Gas Rough Gas Final r•• . FOUR TEEN TH BOUND ",?Y SUR Vc I _q_- ASPHALT PAVED WEST 100.00' ORDER Na qn— f wEST 9 2 s0• i b N.E. CORNER a I SEC. 35-19-30 STREET _ o Q OA1 e� O Ln APFRUva- ,ENiG. DEPT. o� 13.40' r4..1 20.0 n 25.0 ui 1 -STORY STUCCO RESIDENCE M) 4s O Z Ok to install 12' x 14 (168 Square Foot) shed as shown on plan. Per Schedule C, Accessory Structures in MR -2 zoning district must be a minimum of 20 feet from side yard and minimum of 4 feet from rear yard. s, v EAST 100.00 LOT 'A„, M.M. SMITH'S 2nd SUB. (PLAT BOOK 1, PAGE 101) ' . LEGAL DESCRIPTION: BEGIN 1922.6 FEET WEST OF AND 710.0 FEET SOUTH OF' THE NORTHEAST CORNER OF SECTION 35, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA; THENCE RUN WEST 100.0 FEET, SOUTH 210.0 FEET, EAST 100.0 FEET, NORTH 210.0 FEET TO THE POINT OF BEGINNING. CER17PIED TO: ANTHONY BEAWA.YG ANO Ev-~ W. PBOOLB SUNDELT TI)L' ACL4CY' MARKET STREET MORTCAGE CORP. DATE PLOT PIAN: BOUNDARr. 16 MAY 1990 Ile FDI'"DA"G"' 26 JUNE 1990 O FINAL' 28 NOVEMBER 1990 /'J Y19- DENNIS ` DENNIS J. LEWIS ASSOCIATES,INC. 115 WEST SECOND STREET APOPK,1, FLORIDA 32703 PHONE: (407) 886-7772 LANDS SHORN HEREON WERE NOT ABSTRACTED FOR EASEAtENM DEEDS. OR RIGHT-OF-WAY OF RECORD. I HEREBY CERTIFY THAT THIS SURVEY OF THE ABOVE DESCRIBED PROPERTY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 21HH-6, FLORIDA ADMINISTRATIVE CODE. DENNIS J. LENS, P.L.S. 3993 REG. LAND SURVEYOR. STATE OF FLORIDA NOT VAUD UNLESS SIGNED AND SEALED. This property Is In Flood Zone 'C" as shown on Community Panel 120294 0005 B SEMINOLE Coun ty, FI. dated .9 -17 -Bo Basis of Bearings: FOURTEENTH STREET BEING WEST, ASSUMED. SECTION '35 TOWNSHIP 19 SOUTH CD RANGE 30 EAST NORTH F.B. Fa PG. a_tn SCALE: 1 "= 30' 16.0 o� o O C4' WALK $ c N 21.0 26_68 °1 N O Ln APFRUva- ,ENiG. DEPT. o� 13.40' r4..1 20.0 n 25.0 ui 1 -STORY STUCCO RESIDENCE M) 4s O Z Ok to install 12' x 14 (168 Square Foot) shed as shown on plan. Per Schedule C, Accessory Structures in MR -2 zoning district must be a minimum of 20 feet from side yard and minimum of 4 feet from rear yard. s, v EAST 100.00 LOT 'A„, M.M. SMITH'S 2nd SUB. (PLAT BOOK 1, PAGE 101) ' . LEGAL DESCRIPTION: BEGIN 1922.6 FEET WEST OF AND 710.0 FEET SOUTH OF' THE NORTHEAST CORNER OF SECTION 35, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA; THENCE RUN WEST 100.0 FEET, SOUTH 210.0 FEET, EAST 100.0 FEET, NORTH 210.0 FEET TO THE POINT OF BEGINNING. CER17PIED TO: ANTHONY BEAWA.YG ANO Ev-~ W. PBOOLB SUNDELT TI)L' ACL4CY' MARKET STREET MORTCAGE CORP. DATE PLOT PIAN: BOUNDARr. 16 MAY 1990 Ile FDI'"DA"G"' 26 JUNE 1990 O FINAL' 28 NOVEMBER 1990 /'J Y19- DENNIS ` DENNIS J. LEWIS ASSOCIATES,INC. 115 WEST SECOND STREET APOPK,1, FLORIDA 32703 PHONE: (407) 886-7772 LANDS SHORN HEREON WERE NOT ABSTRACTED FOR EASEAtENM DEEDS. OR RIGHT-OF-WAY OF RECORD. I HEREBY CERTIFY THAT THIS SURVEY OF THE ABOVE DESCRIBED PROPERTY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 21HH-6, FLORIDA ADMINISTRATIVE CODE. DENNIS J. LENS, P.L.S. 3993 REG. LAND SURVEYOR. STATE OF FLORIDA NOT VAUD UNLESS SIGNED AND SEALED. This property Is In Flood Zone 'C" as shown on Community Panel 120294 0005 B SEMINOLE Coun ty, FI. dated .9 -17 -Bo Basis of Bearings: FOURTEENTH STREET BEING WEST, ASSUMED. SECTION '35 TOWNSHIP 19 SOUTH CD RANGE 30 EAST NORTH F.B. Fa PG. a_tn SCALE: 1 "= 30' 1'x 4' Tz4'tu[ see derarh Ssksa V x •4' btidi- (%ind braft) • (typ.excsomrs), ZxC boftN Plum hufdaane—p,%p.) Sbrow l LSTAAa.-t tSTA-13or.* e Wr.4 (l"'Ago PSI APPROVAL 2)15-06-02 . ... (2)2X4spvmheadmand (2)2x6 12 OX ph- each cVde am load b -*V (2) 2 x 8 p.L door hada eddM——( 5 V garage alai bundled When ganrJedoor hsadad ,p doutJ.wdrsfor quagedors - >• garage doer 7i7�3' 1 x4 bAdg410 (pp ':. rten: 11L� Wid6Y lr-0': ODOR E heyq B•s .T -a' (sme rote 2. 3. .- V!lrba Y4.6(6Jdry ._ .. t3-x5'CUTGk)i _ :.tDr,r,e F0AcJasamy , .p equTvalaROY.Anlq Arch Oetaiffor pes:PtatLAsllasrae iatlT> ^�"c"+ i4a3fOx •.•:-••.`-:`••-""' CODE4�-'Y/ S-fwA-rnaw- 1Ts13W S[r�L Flesh.-3LV3 PM Rskve-. Lues- L NxT.a lee ss,ssaa PCSLCF7P,aaPEl •SETUP 7Vio07STALLAl10NQ=SKGLEWWESKED v I.BuLDaro tsPLM•p INR931ESIM OCATCH OM SLT�Ute FLCroALLOW FGR"UyUENT TU Puma OFSa1APE am ro HLxaE FL3CE PRG'f3f7YLL4Et-it:- '- i _ XONCEUcrf$=JA4AfmDEHONspOTOFIHFGRGtkoaE5rAauGHWTHE OU4.V Genco®avTa^twos WorAND L1°V1310-THE OHRENUCx THE ton O tS6RC/ORLFroLEVa AVDBCOOSEO.TNEN THE OETrmor THEBLPdDs06t.TlF'rDiZrFD TO LEVEL tYDC.�AW S,LaDLBL S AFIERTHE BUILDING IS(EVELUCM SLOCX&AREADM TOAOIEtiETW CCfMCY'SPACIPA a.N'LgrOR P1ALDaF>'lftS ESTAeLL4EDt1YTF2 WaTrl OFTI1E BUtlDW1N7tF3 NEDRII£DThn-aUl3L TME7Xt 86TTOY PLATEMfT1A f'AtlGStBrrAAO TEEEY13OLr IC FASLB•®B(fO PLACF.THE NOLE6GIIG FORA70•EMM ANCHOR _ LTANDAMCHCA _ __ __ S tWRt5 TOl7.SI- ALTA kGV'tOLCWOtM3LA8Tf6 eURIMa SETTO., ECOINf 1E 6ABJWOSfosEDW .o1 -0t-2017 •'02 23-2012 a2-27-2012 03-1?�2012 02-'�'6-."015 . •-••eeale: VIA, 1 rdtll arclordexa7s • END ELEVATIONW1HDOOR TWOSI00UOOLS - �'I1 mpomlLSTA.1e,USPLSX18 Hoi,cana Shap m equ'adax rotEV�Ai-FOLE SOfaLLED\K0IAHAYUHi ORRLa:fO OOAG'-'fESlA41 j oWRX;00Sf.TWC4WCLT S FASTEN TpdWHTTEeOTRWAMA"SIUPWNdJq ISKMXDa.V%TM tWWGEAWCKKAtX2-GMTAf0WTAV) ZWASOr=RMLR®TOFAMIENTMEMSOVANDSR0604Cup TOWR*P, GE462ALNOTFS i SPECIFICA710NS Foo AUGER ACHOR_S PR bEOF L . .. f E awbile baro door (0060-11 am well anchor c s �.Y PlYboeld ISOMETRICmm SHED 3H' M9 ptyboard m Scale: � eeants. T x 6 skurall WAM ANdIOR OETALS s RAZ _ 4Pm -0' Ix lon_gdt :.Tn'Q prat 'f n tyedrg FLOOR FRAM PLAN arab: i =1' Td t z E . s4• ("1 N4 SIDE ELEVATION WITH D r-0' tbv-) > E X 6 pX &-Ar nmg (.m.) c 4' nr em ra4' ni 4' iumcrregkjmd of 0rowe-plybowd wl ad6riaal4' x r • cen(ernlrner Sit v m HS -24. USP RTS CNP or equkra(anlbdW4d Qt very mmiacdm betAi. 0om)ola and 4- x 4' nwvW rk6'ptpemetikvShercar Ili In Icgtr Z'x4 Ph�Id r x 4' boCom phm(typ.) all around 4" x 4d6m header 2' X 4- Lefdlf tnelde( 1' x 4'txLdgb,p(w;ld braaq) rx4 bml(gpJ 4` x 4" wkidoW hcadr T x 4' windo.r STI r x 4 boemm place 3' TSG plyboerd HS -24, USP RT -6 C' -p a agimrdarB (typ) all duds wag and=rdehft for oarttecsion SEE SIDE ELEVATION WITH DOORS AND WINDOWS FOR INFORMATION AM SKO%%W •t z • • - - WIRING OIAGRAM . �'I1 c x X oorlorem Load Wm an nano~ • ... ... (opsond elrrddto) sole 9L= Alt yZI shall be mG L © •• Based on 2000 PSF Sot Seeing Capa IWOOO PSFIs t p.) cable 14p 3wvo boMWn Ptam T x 4' wind brace pypj at 1. i4a1kAM or st>Td cnncele bbcle;(erBX16) oe *tm6 4 on pads far hip Sat up to 46 whhacr, raWmcirg enOSi A iT f1BL81 - G.Fl.oudet boas (, .)allauds) tr7ltD:axL SHALL.- /tO,E':YPEiOCEIEiD( ANl2+OliUMMFACTIJRWBYi}iiLr, , Sia,VA.•THE AVEfLAf7E IOtWrG POVAR IS NOT LEWTH1v 0coll 2BN CHORLNO SYSMUTO GAMIND PER LOCAL XU%V +G -.JA . cODE(J1'GEAlPR1lOQTEAAA71oF5oAalYJFER TIaP+. .`^`• :'-` 12 SlmpaonHS2t, USP RT -63. US EYESOSTALL BE PLACED Tt� TIE 80TIC PLATE AAO%EI OORSIrST&L :. CODE R i raias—1 QS FWdea� CLIP or tfi� Tablet,. Satle2 RurolerSpadng Pre/ssv.:N /.{a33nC Sa >` 2 x4 header . TYPE I. 11, or1U COIfCR£IE OR w - 1 s' 1=10 6-11' S-11 } Xir EYEBOLT leeas,ass_ T 1' x 47 brldgbVt°+ifd bradrr) ABS PADS WI BLOQONG AS ¢ AUGER ANCHOR - - — LA slros<Ba 2 x4 Axis (typ.) REOURID > — n _alr m sn. E rx4'bbrk5g .' grad, � � ... ..• :' - _ . a vakrae ton end ofpiet to center d (2) 4 x4 skids only. 17-81. Wide shads have (4) sem of 0iia, 2 x4 bodoru plate SELED WITH SIGO ATrAGHED t trd bndlortno4ed Stpport Footing Pad Spee ForSingle Wde(SM or Double Sheds 2X6 t endra4 toge9,erwr}-xZ'boltand Tubb? W4.e(01A()Majiman Load 4 Pad r . doge 4 xri pl a13d1 (2) r x r gale_ wadwsEnd Pad +r _ L ENO ELEVATION FOUR SKD MODEL- 4'sbA1 n and }'cwt loir Y -T- 1 I or amre: j-= T 1D tar Mfommlion notula.vn see and ede+sYm vidl4-Ioc ' x i' Irrder 1 .. lar OIJT30E WIDTHS a • L Ho6s sptdrrp b end b aerdrdpad 5mpso,T TP35, LISP RP -35 1- 6, flak" or apuioatad 2. Pads olhertl>a+;ead pad epmdrl0 Ls ®nZr B nritrr L"l, r42 1 ,,,,'5 (10d)� 3. U.se sacro IAmdrwa spadoT EircJericEnsnari. _ rxrhP •w x x nuc lu c�L -Sc-- ad, dda7s saki nts. • � or . xS(tfre-k)0o his 10 faG,:rcd or .i X S mmek Conrmcbx plaits or equivalent (1x49 Side) _r x P cawbvam. and Bat:Q OPTIONAL MOOD FRAME . DOOR CONSTRUCTION - SCALE NJS • P.t 2 X 4 tame (typ) IW X 1219- roach 1- x 4• bridpns(erir,d hradrg) RESIDQ4TALSTR •t z • • - - .•3 'w . Z X r sq me uashcw/�'r:ut c x X oorlorem Load Wm an nano~ • ... ... 1211-or'd2 p L 2'x4- benl(llp.) ga'v. •• Based on 2000 PSF Sot Seeing Capa IWOOO PSFIs t p.) • y boMWn Ptam T x 4' wind brace pypj at 1. i4a1kAM or st>Td cnncele bbcle;(erBX16) oe *tm6 4 on pads far hip Sat up to 46 whhacr, raWmcirg ot s'Jsir. sa, P RT -6 Crip pjboerd kwoonorc z S -g e>acGvdaM sla(per - .. 11154;9 2 xe pt atderel r X 4' bdkan pL do' I t M plj6.ard to to 24- Sknpson KS -24. USP KS -24 Gp or )T HYDROyfM OETA4S eF yuiv a(eYP1�ws scale. Vc:t-0" t'eor snecOomarr • RESIDQ4TALSTR •t z • • i':tsi�r�rr�tar��,��t��is-t�c7*rT� T�'�� .•3 'w • Z X r sq me uashcw/�'r:ut c x X oorlorem Load Wm an nano~ • ... ... o AND SHALL BE9.ISX1•-OREQUAL WIgMIN.)THIL1EAV PerETRAT.ON(iY'.) ga'v. •• Based on 2000 PSF Sot Seeing Capa IWOOO PSFIs t p.) • y •}•X12'folded �-X3-(97arulfia ) 1. i4a1kAM or st>Td cnncele bbcle;(erBX16) oe *tm6 4 on pads far hip Sat up to 46 whhacr, raWmcirg ot s'Jsir. sa, P RT -6 Crip Qua � or b in fo • table 1) 2. ABS ped r9quhvd m 11'-6 d 133''-6 wwloo baht! s oN/ Table 4a Mdwr Spacng d Augur Type Anchors ForSngle Wide Sheds z S -g e>acGvdaM sla(per - .. 11154;9 r X Tr Forced Ey bot (871IA u fldj Y r boltw C)Shed t b Q 0 9 g e 3lr Hlmlone Arl7a zxrnx W 12 - —11 E 1 4f I 2014 Flor(da Budding Code, the Florida Manufactured Building Act'artdrRf1les,n Vl 1.0 ' T 4`lmbl Sip, ETAtj S . G y anile it%R .0 3 DESIGN PRESSURE : ; ,•rttsoF.• w. -T -T4509' FLOOR LIVE LOAD T PW( • ' (.- ' t FL ConcreteZ>ConcreteSlab byodnerc .I W15Km ATTMI• FnNt:H(RFn Ar t - 1 ROOF LIVE LOAD2D1>r I ILDOK> CATEGORY t ROOK OFJIO LOAD i Pg ' • • ` ... :' 1 . ILDWg1GTYPE ACCESSOgYSTRUCTUETE MTBtNALPRESSURECO�FlC1@4J• s•at8 ONSTRJCTEONTYPE vB d-? •' �'S.� �•." - . C3 = ggo 0 Local Codec d psia3dlor: TO COf1C'REITo Tubb 4b Ancdnolirng S dType Anchor For Dei01e V,7de Sheds '= Y apply Y Wk -.CLASSIFICAMM ENCLOSED ` Jr.AE..-S': .� NC OS INURE 3 0 Q�f CC C }' s J m E4.020 m • (1) X (+sax upm -Ch- 1110 -Loraem amend �m slab amcbor uln g �)bweel9e . Andaf epadnl; b,ctarriplea:3T it 0 cr}• x 3' expansion bf#ts, w O . SH B AN04CR NOIFS r z1abbyothan; (per table 2ALLOS 6AN riITO PORACATE00RY 1 /3VQII:FD SULDNO OA_ "C' 1. LDdCodw Anhdcdan 11 ^°R notch oreounfe,dnk ST!*&CammNMOtOFA"OIORmN>OWQEACH CMVM%OFWMSOR'.i•ffiSLEWINUDRNrrMURTW applybOltlhro,IpL1TsC 18A.VDNaaalUll(DGEDOTANCE FOR EWAt61011 GMT56 a OVJlFrOtSOR5'FOR A {}•EJ7AKD BOLT r X -r ocatocn plate Aged b 4 MXNOR4 SIAL tE On SIDE VLAI3E)CW7 IVHBL n4eVE 7 t3 PLACE RaTTO AM iD.Y, lIetLYNt'i tH MKH CASE ANCHORS CAN BE PLATON ENO WALLA,* aJ=-=AS r'C WAXTO XOE iVAt1S - P GENERAL NOTES: Shed V ndf Floor Ranwve Ar,[i:apd m QD cease • 1. ALLBUILD WCS FROM O SO_ FT. TO r20 SQ Fr. ARE EXQ.VF FROM W WOSORhE-DEBRIS IMPACT STANDARD PER FLORIDA STATUTES. 2-ALtBWLOWGSFRomosa.Fr.T0400SQ.Ff•ARE FOR USEYrtMONEANDTWO FAMILY . T x 4' botmm pleb RES1094CES ARE EXEMPTFROM DOOR HEIGMRMUIRELUN S PERTI-E FOC. ' - 3_ ALL COO tUERpAL BUILDINGS AS WELL AS RES[D M AL SUIL WGS401 SOtFr.OR GREATER rXraq,wel - - rJUSrv0mmYWrn4 ET4r DOOR HEIGHTAVOTHEMIMAND MAX WIDTH RE LENTS JAl1eUFLOMM4WMFrORtFSSWn}17r000RHE1GHTARIrACL'ESSORESTO eyobolland andwbo wgedter wd}' x r and (2) r X r gaN. washers and f fur 1 WfNfVQlP� RESIDQ4TALSTR i':tsi�r�rr�tar��,��t��is-t�c7*rT� T�'�� n .:• . 8. FASTENERS FOR POOR AND WAILS SHALL BE SCOTS®Trd)QIP METAL TO WOOD FASTENERS (5 - AND SHALL BE9.ISX1•-OREQUAL WIgMIN.)THIL1EAV PerETRAT.ON(iY'.) �T�7 T x 6""roll =7 9UtrmrIq La-Laa �r.,fsr.r7'`F'='=1!!i'S'L�3 - �,�-^-y'.^.-',Trey- :•:'-�1 ot a C � o O .y -' S E .o 0 V W LL cws i .0 do amulc LL Z '. - N N N RESIDQ4TALSTR S.THISPLAN WASOESI iEDPERTHEFBCANDTHEFBIw'2 - . 8. FASTENERS FOR POOR AND WAILS SHALL BE SCOTS®Trd)QIP METAL TO WOOD FASTENERS (5 ' AND SHALL BE9.ISX1•-OREQUAL WIgMIN.)THIL1EAV PerETRAT.ON(iY'.) Zo � T x 6""roll T. GUTTERS TO BE t4STALLE0 ON SITE BY OTHERS THROUGH LOCALCOOES. K W^. Fa" Eye 6dtorl +ed Rod SHED DESIGN LOAD REQUIREMENTS FOR THE: zo, 2014 FBC-5� Edition, 2011 NEC, 2014 FFPC z S -g Cc -pram itNaaeeaaly�tmvw Se: [hereby certify that 1 have m%ievved these•plane�utlding rnatelia(s and 11154;9 r X Tr Forced Ey bot components used in the malt factudng of the sheds. The maler(a1 acid componens eLidw t have a Florida Product Approval as required by the Florida &Iilding.Commission. �18h13) ' Q 0 9 g e 3lr Hlmlone Arl7a '.tare=' or were analyied using the WL Stress Design; All materials and ccri o �l urth�'tt.,� W 12 - —11 E 2014 Flor(da Budding Code, the Florida Manufactured Building Act'artdrRf1les,n Vl 1.0 ' ; CT3 � j£ Sip, ETAtj S . N.E.C. fora category1: Enclosed Building, Exposure `C", wkh a wi ves , v gt 1 1lisP.,1 �'_ a y anile it%R (three second gust) DESIGN PRESSURE : ; ,•rttsoF.• w. -T ' FLOOR LIVE LOAD T PW( • ' (.- ' t FL .. DESIGN CRITERIA FLOOR DEAD LOAD a PSF 4 1 •` . SIMI,_EF¢LOCAtSG'.ERANI:rKYt - 'sesta;:le4for spaag ' ROOF LIVE LOAD2D1>r I ILDOK> CATEGORY t ROOK OFJIO LOAD i Pg ' • • ` ... :' 1 . ILDWg1GTYPE ACCESSOgYSTRUCTUETE MTBtNALPRESSURECO�FlC1@4J• s•at8 ONSTRJCTEONTYPE vB d-? •' �'S.� �•." - . VELOCITY 180 MPH r. WASLE A OF FLOORS.1PMRA -O Wk -.CLASSIFICAMM ENCLOSED ` Jr.AE..-S': .� NC OS INURE a C � o O .y -' S E .o 0 V W LL cws i .0 do amulc LL Z '. - N N N 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 13UILOING IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED. 3. AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING.(see table 3) 4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED THROUGH THE 2"X 4' BOTTOM PLATE WITH AN Z" AUGER BIT AND THE EYEBOLT(or Z' 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. A 12. HOLE IS DRILL 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 ' Z' WEDGE ANCHOR. A Z" X 2' BOLT AND NUT W/(2) 2" X 2' GALVANIZED WASHERS ARE USED TO ATTACH THE EYEBOLT AND A-24 BRACKET TOGETHER. SET UP AND INSTALLATION OF DOUBLE WIDE SHED 1. BUILDING IS PLACED -IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. 2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE BUILDING IS LEVEL. BLOCKS ARE ADDED 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 0) 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.(se'e 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 4,900A 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(tloor system) and attached to anchor. TABLE 1 Shed Anchoring to Concrete Slab TABLE 2 Ruiner Sparing spacingShed Shed Wt th fill lit, /Side of Shed9-V Shed Oes ' tion Width x2 X3 13'•8' 2803 / LF SideRunner Intra Side Ruiner 13'-8' 1'-10 ' I V-8' 241/ - End Pad Pad T Pad Pad Type I -8' la 200'9/ -W 10' 1'-T 67•10 8' 160ft/LF 0' • S 9' 6-6 6' 1203 , F - 6 10' 51' Values from end of iciat to centers of (2) 4'x 4' skids only. IY-W wide sleds have (4) set of skids TABLE 3 Support Footing Pad Spacing for Runner Blocking for Single Wde(SM or Double Wide Sheds(DW) 1. Pad spacing Is end to anter or pad 2. Pads other than end pads spacing is center to center. 3. Use same max spacing for interior spacing. Type Pad Dimension Max. Load" I Material I 2' x 8- x 16' 1.7783 concrefe block quality cement d sand mix 1 4' x 9- x IS- 3 500# concrete dock ualit ¢men[ d sand mix 01 16' x 16 3.9500 ABS Pads IV 8'xa'x16- 1,9000 concrete block quality cement 6. sand mx 'Load width on runner. "Based on 2.000 PSF Sod Bearing Capacity (2,000 PSF is tip) NOTES: 1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48' mac widwut reidadng. 2- Pads required on I V-6.8.13'-8' wide sheds only. Z' X 2- FLAT WASHER W/}' NUT SIMPSON HS -24 CUP ., O -2X 4' BOTTOM PLATE or equivalent X 12' FORGED EYEBOLT 2"X 6' P.T. FLOOR FRAMING TYPE I, II, III or IV PAD W/BLOCKING O O AS REQUIRED s ?3 O 0 SIMPSON HS -24 CLIP(87W UPLIFT) or equivalent - X 2' BOLT W/(2) T WASHERS - SIMPSON A-24 CUP or equivalent T - (1)1• x 3- (1.200 UPLIFTRATWG) EXPANSION BOLT ORVIEDGE SHED WITH SKID ATTACHED 4' min. _ ANCHOR INTO SLAB @(spacing per SCALE N.T.S.1 _ table 1) SHED WITH SKID ATTACHED ANCHORED TOC NCRETE LOCAL CODES AND JURISDICTION SCALE N.T.S. STRAP DETAIL smie: nls. x T galvanized washer Th 12' nut Ihneaded hod } couplet ?'boll 6 nut col (2) 2" x Z urged washers(Z0000+ r capacity) 7 forged eyebolt itdcante auger anchor Table 4a Anchor Soacino of Auger TYoe Anchors for Simile Wide Sheds 10- Lye Auger A001101' W,I Uchf. PL End And,Or• ex. lenorJ 43 1 to 10'-0' 1'4r to 10'-0' S. 1 4 1' to 1 1 1'-0' to 3'-0' 10'- A 104 1'-0• to X-0• I 10•-W Table 4b Anchor Spacina of Auoer Type Anchors for Double Wide Sheds 30' IE A A rrdrar I Shed Sae LW U hrt L End AnBror^• Max. Interior 'n ^' 1 1'-0' to T-0' 1 S-0' 'Load width of up6t, on nxvw Location of end auger anchor or slab anchor ^ Anchor spacing example: 30' auger anchor Orr x 3' expansion bats. Notes: 1. Anchor spacing is based cn a 3 second _oust at 180 M.P.H. for a Exposwe'C' Enclosed Building per ASCE 7.10. 2. All measurements listed above are center to eenterof andors. 3. The minimum number of auger anchors is (4]• (1) @ each corner of shed for sheds less in length than the mardman. 4. The minimum edge distance for expansion bolts is 8 diameters or S for r expansion bolts. 5. Anchors shall be on side walls except when shed is placed next to existing building, in which anchors can be placed on end wails as dose to sides as possible. (1)2 x5'(AoNuPUFTRATING) WEDGE ANCHOR INTO CONCRETE SLAB THROUGH ZX 4' BOTTOM T X 4' BOTTOM PLATE NAILED TO 2'X GPT BASE NOTCH OR COUNTER SINK BOLT THRU Y X 4' PLATE _ T CONCRETE SLAB BY OTHERS THROU V min. LOCAL CODES AND JURISDICTION I x 2' FLAT WASHER W/ r NUT T X 4' BOTTOM PLATE }' X 12' EYEBOLT OR I THREADED ROD (IF NECESSARY) WITH T X 2- WASHER AND NUT (2.OW3CAPACMj# UPLIFT COUPLER IF NECESSARY W EYEBOLT AND 30' AUGER ANCHOR'FASTENEO W! P X 2- BOLT AND NUT WI (2) Z' X 2- FAIT WA GRA OE SEE BUILDING ANCHOR OEfAILS a?' SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE: N.T.S. 0 110112 01 2 02.23-2012 02-29.2012 04-02.2012 06.02-2012 06-18-2015 2 O -> 0 (I)< a W I) y Q Wjoow Wog To x 7 Oo m W XUJ U)0.,Q- 111 raLI 1I < :3 0 0 Tr SHED DESIGN LOAD REQUIREMENTS FOR THE 2014 FLORIDA BUILDING CODE 5th Edition 02 Maximum Load 6 Pad Type' Shed Oes ' tion components used in dile manufacturing of the sheds. The materials and components Pad either have a Florida Product Approval as required by the Florida Building Commission SideRunner Intra Side Ruiner Shed Width TvDe LW -P End Pad Max. Sdiacindf End Pad Pad T Pad Pad Type I 13'-6 SW1)W 4.15'1332 0"-6' -W 19363 l,1LIII0rIV 18790 I, II, III or N SWADW 6.00.1480 0' • 6-0' 2558# I, II III or IV Z 1 1 lin III or IV 10' SW)OW 5.00'1400 0'-6" 6-0' 240DN 1. II, III or N 24OW 1, 1, III cr N 8' SW 4.00-1320 0--6 6'41' 20299 111, 111orN , 111 or.IV 6' SW 3.00' 1240 W-6' F -W 15583 I, H. III or IV 1866# 1, Il, til a N Noted 1. Pad spacing Is end to anter or pad 2. Pads other than end pads spacing is center to center. 3. Use same max spacing for interior spacing. Type Pad Dimension Max. Load" I Material I 2' x 8- x 16' 1.7783 concrefe block quality cement d sand mix 1 4' x 9- x IS- 3 500# concrete dock ualit ¢men[ d sand mix 01 16' x 16 3.9500 ABS Pads IV 8'xa'x16- 1,9000 concrete block quality cement 6. sand mx 'Load width on runner. "Based on 2.000 PSF Sod Bearing Capacity (2,000 PSF is tip) NOTES: 1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48' mac widwut reidadng. 2- Pads required on I V-6.8.13'-8' wide sheds only. Z' X 2- FLAT WASHER W/}' NUT SIMPSON HS -24 CUP ., O -2X 4' BOTTOM PLATE or equivalent X 12' FORGED EYEBOLT 2"X 6' P.T. FLOOR FRAMING TYPE I, II, III or IV PAD W/BLOCKING O O AS REQUIRED s ?3 O 0 SIMPSON HS -24 CLIP(87W UPLIFT) or equivalent - X 2' BOLT W/(2) T WASHERS - SIMPSON A-24 CUP or equivalent T - (1)1• x 3- (1.200 UPLIFTRATWG) EXPANSION BOLT ORVIEDGE SHED WITH SKID ATTACHED 4' min. _ ANCHOR INTO SLAB @(spacing per SCALE N.T.S.1 _ table 1) SHED WITH SKID ATTACHED ANCHORED TOC NCRETE LOCAL CODES AND JURISDICTION SCALE N.T.S. STRAP DETAIL smie: nls. x T galvanized washer Th 12' nut Ihneaded hod } couplet ?'boll 6 nut col (2) 2" x Z urged washers(Z0000+ r capacity) 7 forged eyebolt itdcante auger anchor Table 4a Anchor Soacino of Auger TYoe Anchors for Simile Wide Sheds 10- Lye Auger A001101' W,I Uchf. PL End And,Or• ex. lenorJ 43 1 to 10'-0' 1'4r to 10'-0' S. 1 4 1' to 1 1 1'-0' to 3'-0' 10'- A 104 1'-0• to X-0• I 10•-W Table 4b Anchor Spacina of Auoer Type Anchors for Double Wide Sheds 30' IE A A rrdrar I Shed Sae LW U hrt L End AnBror^• Max. Interior 'n ^' 1 1'-0' to T-0' 1 S-0' 'Load width of up6t, on nxvw Location of end auger anchor or slab anchor ^ Anchor spacing example: 30' auger anchor Orr x 3' expansion bats. Notes: 1. Anchor spacing is based cn a 3 second _oust at 180 M.P.H. for a Exposwe'C' Enclosed Building per ASCE 7.10. 2. All measurements listed above are center to eenterof andors. 3. The minimum number of auger anchors is (4]• (1) @ each corner of shed for sheds less in length than the mardman. 4. The minimum edge distance for expansion bolts is 8 diameters or S for r expansion bolts. 5. Anchors shall be on side walls except when shed is placed next to existing building, in which anchors can be placed on end wails as dose to sides as possible. (1)2 x5'(AoNuPUFTRATING) WEDGE ANCHOR INTO CONCRETE SLAB THROUGH ZX 4' BOTTOM T X 4' BOTTOM PLATE NAILED TO 2'X GPT BASE NOTCH OR COUNTER SINK BOLT THRU Y X 4' PLATE _ T CONCRETE SLAB BY OTHERS THROU V min. LOCAL CODES AND JURISDICTION I x 2' FLAT WASHER W/ r NUT T X 4' BOTTOM PLATE }' X 12' EYEBOLT OR I THREADED ROD (IF NECESSARY) WITH T X 2- WASHER AND NUT (2.OW3CAPACMj# UPLIFT COUPLER IF NECESSARY W EYEBOLT AND 30' AUGER ANCHOR'FASTENEO W! P X 2- BOLT AND NUT WI (2) Z' X 2- FAIT WA GRA OE SEE BUILDING ANCHOR OEfAILS a?' SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE: N.T.S. 0 110112 01 2 02.23-2012 02-29.2012 04-02.2012 06.02-2012 06-18-2015 2 O -> 0 (I)< a W I) y Q Wjoow Wog To x 7 Oo m W XUJ U)0.,Q- 111 raLI 1I < :3 0 0 Tr SHED DESIGN LOAD REQUIREMENTS FOR THE 2014 FLORIDA BUILDING CODE 5th Edition 02 I hereby certify that I have review these plans along with all building materials and U Z components used in dile manufacturing of the sheds. The materials and components Q.* either have a Florida Product Approval as required by the Florida Building Commission C7 0 - Rule (9N-3) or were analyzed using the Vult Stress Design. All materials and components Q� 0 comply with the 2014 Florida Building Code, the Florida Manufactured Building Acts comply 'C", ww and Rule for a Category 1: Enclosed Building, Exposure with a wind zH velocity of 180 M.P.H.(SW) & 190 M.P.H. (OW) (3 second gust) r'Ia N DESIGN CRITERIA BUILDING CATEGORY 1 CONSTRUCTION TYPE VS BUILOINGTYPE ACCESSORY STRUCTURE EXPOSURE WINDVELOCITY SV1180M.P.H.low 190M.P.H.) MEAN HEIGHT 9.85 R ALLOWABLE # OF FLOORS 1 ENCLOSURE CLASSIFICATION ENCLOSED FIRE RATING N/A SINGLE HELIX EYE AUGER ANCHOR SCALE: N.T.S. SHEET A tteaOn, Jr. P.E. I of FL PE 935916 DESIGN PRESSURE 02 FLOOR LIVE LOAD = 75 PSF Q.* OPTIONAL FLOOR LOAD - 125 PSF W FLOOR DEAD LOAD = 8 PSF Z ROOF LIVE LOAD = 20 PSF 0 U w ROOF DEAD LOAD = 5 PSF c INTERNAL PRESSURE COEFFICIENT = +F 0.18 �b _N Q I � SHEET A tteaOn, Jr. P.E. I of FL PE 935916 RECORD COPY REVIEWED FOR CODE COMPLIANCE 5F PLANS EXAMINER DATE 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 REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE gUILD�,t,C SALT FORD O��'4R1Zv1�� #16-3396 r CEIVE EC 2 t2016 ce