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HomeMy WebLinkAbout227 Red CoachS- 1CITYOFSANFORD BUILDING & FIRE PREVENTION FEB 2 4 2016 PERMIT APPLICATION Application No: (o " ( a713. Documented Construction Value: $ 0. Job Address: J 4 Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New ®-_Addition Alteration Repair Demo Change of Use Move Description of Work: (o X Plan Review Contact Person: Phone: 3gb -- ,m r`3 ,-5 Fax: Title: Email:f 6vi.- Property Owner Information Name G e Street:500 Ce -1 . 711j e- L -'-'e R , City, State Zip: SZia•I-a-oi '> L'' 3,7.7 ty i14 nn+ ! rl t l /ontract Name T'I / Street: P, . l x City, State Zip: -be- (e.cv1 Phone: Resident of property? : Information Phone Fax: State License No.: 1'/2r 055oyd r__ Architect/Engineer Information Name: I zolyl C%t411 1" Street: No rLi ce SQ f wt, , City, St, Zip: _,i w e F"z 7'.-2-2 % Bonding Company: Address: Phone: u10'7 6 3 J ,a 35 7 Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. 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: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 58.E NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, 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 informat' is curate and that all work will be done in compliance with all applicable laws regulating constr i zoning. Signature of Owner/Agent Date Sign re fCo ctor/Agent Date Print Otvner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name Signature of Notary -State of Flonda Date ID ANNETTE SCOTT Notary Public - State of Florida My Com1h. Expires Jan 16, 2018 ComeeiSif00 / FF 071760 BELOW IS FOR OFFICE USE ONLY Me or Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING- 2 L UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: dk ib M SfGi ii 6 t x 8 S rcd A lA n4tr7 i'm mw 5 t S2 baC I O C'a +b rl c 6w 0 Revised: June 30, 2015 Permit Application SPR REQUIRED INSPECTION SEQUENCE 1 6- 6 2 4 \,AAI- BU1LI 1NG PERM1'T Min Manx Insj2ection Bescri flon Footer./ Setback Stemwall Foundation,/ Form Board :Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final.Roof Final Stucco / Siding Insulation Final Final Utility Building Final •Door Final Window Final Screen Room Final Pool Screen.Enclosure Mobile .Home :Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) REVISED: June 2014 Min I max Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final M1,a!.ly b Y i'•s T'h+ 'f .3 3- a C f 'FiY3' - Mlln M C tl(ns; e ll Iln D'tCIl"]I i n PlumbingUnderground Plumbing Sewer Plumbing Tub Set Plumbing .Final 1M_ 1G,1CA`NrCAfL ffR E 91;MIL i Min lax )(n @tCltll n e e1Cll ll®n Mechanical _Rough Mechanical Final s Min Maas I(1[ffs, 2'ectio n II', 111 0n G, as Underground Gas Rough Gas .Final Plmfessi nal Ken October 14, 2013 Alex Martens Superior Sheds, Inc. 2323 S. Volusia Ave Orange City, FL 32763 RE: Manufacturer Certification, ID MFT -113; Expiration Date: October 14, 2016 Dear Alex Martens FLA <<,c'a'wa tca;o*d F:? a Faun;, 15Au KOM Rick Sod, Glovmor 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 Buifding Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities that must be 'met to maintain approved status. You may expect and demand quality plans review and inspections. Each Code change will make your plans obsolete until they have been reviewed, approved and indicated (on the cover page of the plans) for compliance with the Code by your Third Party Agency for plans review. Please ensure that your plans are in compliance and are properly posted on our website. All site -related installation issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year. You must grant complete access to your manufacturing facility and records to remain in compliance with the rules and regulations of this program, SANFORD Your certification is approved for three years from this date. You will receive a renewal notice by Email generated by the BCIS (www.floridabuilding.org) for online renewal. If you have questions you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436: Please visit our website at www.floridabuilding.org to see valuable information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local i building permits. 41 ( 4 Sincerely, Robert Lorenzo Manufactured Buildings Program a SET UP AND INSTALLATION OF SINGLE'VVIDE SHED I.BUILDING IS PLACE IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR MOVEMENT 1-0 PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY.UNE, 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. HCLES ARE DRILLED THROUGH THE 2'X 4- BOTTOM PLATE WITH AN 1- AUGER BIT AND THE EYEBOLT(or I'Lhreaded rod) IS22 FASTENED INTO PLACE. THE HOLE IS BUG FOR THE 30" EARTH ANCHOR AND BACKFILLED.(per X 2" manufacture guideline). THE EYEBOLTAND AUGER ANCHOR ARE FASTENED TOGETHER WITH A 2 BOLT & NUT, AND (2) 2- X 2- GALVANIZED WASHERS - 5. IF UNIT IS TO BE A TITACHED TO A CONCRETE SLAB, THE BUILD IS SET ON THE SLAB SH11MMED UPTO LEVEL- A'. HOLE IS DRILL INTO CONCRETE 1: i" OFF OF RIM OF JOIST- THE EYEBOLT IS FASTENED22 THROUGH BOTTOM PLATE AND A A-24 SIMPSON BRACKET OR EQUIVALENT IS PLACED OVER THE 2 WEDGE ANCHOR. A 1 X 2" BOLT AND NUT W/(2) 2" X 2' GALVANIZED WASHERS ARE USED TO ATTACH THE2 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 ARECONNECTED AT THE LOWER CORNER WITH 1) '" X 4 !" BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT22 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, w T 4'min- L 2- X 2- FLATWASHER W/ NUT SIMPSON HS -24 CUPrX4- BOTT014 PLATE -k= X 12" FORGED EYEBOLT 2. X Et" P.T. FLOOR FRAMING TYPE 1, 11, If or FV PAD W/SLOCKING AS REQUIRED SIMPSON HS -24 CUP(B70# UPLI rpuiv.l.nt X 2- BOLT W1(2) 2- VJASHERS SIMPSON A -2A CLIP u'v, 60' I 2DO UPLIFT -TING) l.N._TORw 0 -q EXP A' I', 'NT. H -R -13LA par table ') SHED WITH SKID ATTACHED ANCHORED TO CbNCRETE SCALE- N -T -S. STRAP DETAIL scale: n-ts. x Tgal anized washer itl `1/2' nut threaded rod muplr 2' bait & nut .1 (2) 2' x 2" mued ashers(2,000; r capacity) 2"farged eyebolt imcane auger anchor LOCAL CODES AND JURISDICTION GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHOR i. Building anchors shall be "mobile home" type HP -1 single helex eye auger anchor martufactur-ed by Home Pride of Bnstol,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 - TABLE I Shed Anchoring to Concrete Slab TASLE2 Runn., SpScirig hed width #Uplift /Side ofSIx-d max.anchorspao-rig fliaximum Load & ad Type Shed'.%rdth X1 X2 X3_, Descripdo 13* -8- 2804 / LF T- 6' Interior Side R e X-8' 1 10) 1 6'- 11 Type - I LW--F5- ll' -S- 240- / LF T- S' nd acjSideRunnier I P.d L 2s Pad Par! TypeI MI"9'-1 Sw6,jql 4.15-1332 10, zuul I U-- T- 6' 9 or J3_6 9 1879F I , 11, 111 or IV 1. F- IG* 10' 6 1.)3' 480 8, 1604 1 LF + X - 6' 2 2558# 1, 11, 111 rIV 8. g_ 9 6'-6' V, sw/Dw 15.00 o -6" I 1?n# I F 3' 6- 2400# 1 1, 0, 111 or IV 24009 1. 11, 111 or IV 16' 10" 51" I SW 14.00- Valuestrom end ofjoistto centers ot(2j4'x4"skids only. 13'-8- wide shedshave (4) set of skids TABLE3 SUPPoll Footing Par! Spacing fix Runner Blockjnglor*S mglewide(Sm or Double Iffide Sheds(D%n, 1. Pad spacing Is end to center ofpad 2 Pads other than end pads spacincis fliaximum Load & ad Type Shed Descripdo Type Pad Dimensio Pad Interior Side R e Shed Width Type - I LW--F5- End Pad Max S cinc, nd acjSideRunnier I P.d L 2s Pad Par! TypeI 13--8- Sw6,jql 4.15-1332 0--6- b 9 or J3_6 9 1879F I , 11, 111 or IV 6 1.)3' 480 01 - 6" U -U- 1 2 2558# 1, 11, 111 rIV 10, V, sw/Dw 15.00 o -6" 1 6 2400# 1 1, 0, 111 or IV 24009 1. 11, 111 or IV 8 I SW 14.00- 1, 111 or IV 213# 1. 11 6. 1 SW 13.00-/240 0--6- 1 6-0- . 1658# 11; 11, 111 or IV 1866# 1, H,III or IV Int -- 1. Pad spacing Is end to center ofpad 2 Pads other than end pads spacincis centerlo center. 3- Use same max- spacing for interior spacing. Type Pad Dimensio d., I Material NOTCH OR COUNTER SINK I I 2"x8 -x16' 1.77&- - Fconcrete block quality cement & sand mix It 1 4" x 3" x 15" 3 5&0-, crele block quality cernerit & sand rnix III 1 11 1coll IV 1 8'x8 -x16" 1.900 E I concrete block quality cement & sarid -nix Load -idth on runner Based on 4000 PSF Soil Bearing Capacity (2,000 PSF is byp) NOTES - 1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48' max, xviig ciutreinforcirig 2- Pads required on 13'-8"wde sheds only. 2- FLAT WASHER W/1 NUT 2' X 4' B OTTOI,4 PLATE Table 4a Anchor SDacinq of Auger Tvpe Anchors for Single Wide Sheds PL 30' Ey uger nor I Shed Widthl LW- I U ft PL End Anchcx- - ex. nt or p q- 8, T. D01 243 V-0` t T- " 3 --0 -10`07 1 lol- o-3 ---0 -10'- T 8-- - 4.001 139 j -P-W In 3--01 1 0,-G- 6-0- J-00- 1 104 1 0'-D' Table 4b Anchor Spacing of Auger TyDe Anchors for Double Wide Sheds 1 30" ye Auger Anchor I Shed Size, W- U I'rL LF I End An-hor-- I Max- Interior t5paonq--- I ZQ'-Q- 11 71%00 0- 1400 I 10 0'toS-0' 1 5-0' 1 Loacl width ofuplift on runner Location of end auger anchor or slab anchor Anchiar spa6ng example: 30' 2uger anchor or 2" x 3- expansion boks- Notes: 1. Anchor spacing is based on a 3 second -oust at 180 M.P.H. for a Expo,,urs "C" Enclosed Building per ASCE TIM. 2- All measurements listed above are renterto cwt& of anchors. 3. The minimum number of auger anchors is (4)- (1) C3_5 each comer of shed for sheds less in length than the maximum - 4. The mfilimum edge distance for expansion bolts is 8 diameters or 5"for expansion bolts. 5. Anchors shall be on side walls except -when shed is placed next to existing building, in which anchors can be placed cri end wails as cks to sides as possflbl 1)'2- x 5- (4004 UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB THROUGH 2X 4- BOTTOM 2'X 4' BOTTOM PLATE NAILED TO TX 6'PT BASE NOTCH OR COUNTER SINK BOLTTHRU 2"X4"PLATE n - 1-- - - - OuGej 1 W, 4!'M:n. CONCRETE SLAB BY OTHERS THR LOCAL CODES AND JURISDICTION X I Z EYEBOLT OR I` THREADED ROD (IF NECESSARY]i WITH 2" X2'WASHER AND NUT (2.0004 CAPACITY)# UPLIFT 0 COU PLER If: NECESSARY EYEBOLTAND 30"AUGER ANCHOR FASTENED W X 2- BOLT AND NUT W] (2) Z'X2k FALTWASHERS GRAQE 7 SEE BUILDING ANCHOR DETAILS HFr) WITH SKID ATTAQHEED SCALE- N.T.S- SINGLE HELIX EYE AUGER ANCHOR SCALE. N.T.S. 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 plansafong withall building materials and components used in the -manufacturing of the sheds, Thematerials and components 6ther have a Florida Product Approval as requir6d 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-,vAth a wind velocity of 180 M.P-H.(SW) & 190 M.P.H. (DW) (3 second gust) DESIGN CRITERIA BU ILDINGCATEGORY I CONSTRUCTION TYPE VB BUlLDINGTYPG ACCESS RYSTRUCTURE EYPOSURE- - CP WNDVELOCITY SVM80M-P.H.(DW190M-P-1H-I MEAN HEIGHT 9-85 ft ALJ-OWABLF-:#OFf:LOORS I ENCLOSURE CLASSIFICATION ENCLOSED FIRE RATING NIA WIND LOADS S.W.)l I 94-3q56-4 1 41 P5194 n8l WIND LOADS I Roof f9_9148-94141-60,48.3t4l DESIGN PRESSURE FLOOR LIVE LOAD = 75 PSF OPTIONAL FLOOR LOAD =125PSF FLOOR DEAD LOAD = 8 PSF ROOF LIVE LOAD = 20 PSF ROOFDEADLOAD =5PSF INTERNAL PRESSU RE COEFFICIENT = 1- 0A 8 FFEB 2 4 2016 BY 0110112012 02-23-20i2 02-29-2012 0 02-2012 05-02-2012 05-18-2015 T 0 cs q z Lj -1 U) 0 LU Oi7i 9 1 -- Lu 3 00 - co T 0 - .0f M> ,o 3C -, ct I- - - of 0,0 -LU W , a - DUj < U) 0 U) 191 LU 01, 0 j LULU uj cco- 000- W<3 j > 0 by 2W0 LO rSHEET FL PE 9353-16 At -r P i' O t /A L 2015-06-0 1`x9• bridgi= alUmiraJm eew 2 ( 2) 2 x a sr.Tsarz !]eadm and (2 2 x S - _ _ . ; >rmu,rora SET l,*P AND 1riSTA1.IATJoh.OF SINGLE w1DE SHED - - P_L Pine 6a l s.Y.a non low bra .T u-10., - t rx; 07-01 2(712: varies—1 .. _ ... - _..,zuo'Sa1..tr lrT n Lac.TlGit 4+SCFiEDIir£ial".0 7D Al1(hY_r{T.Z A cNEA-'arr To r.:nu@SCUAPFv.- br n91 - - - (2) 2 x 6 p.L door bucks E,dded— Q 5 v,;ta.rlara9a danr Inalarled WJo TO P(Y S F>=ta PRCI,-_ 1 Err..02-2' 2{77Z - .. L.' L.....-. r l % 2 CHCE l:,`ttr t4'KISWCE Nil TlV_ fill?, SPur CC T]fE GROLkt L; ESIPa-119Fi SNE RikLDJti6 i5 CLOCX6'T N TH<N1GN t32-27 LD12' altcn(:Him moi vfien g?3 d rlr- _@ doUtle zrri:es ivr gsr"d da 3'x5"{i,STd:) 0 1.'r2812 ' x 4' a --:l Sa i- lr_+:,4. `SPOT 0 L= LEtED_ T 7 67N6i E.!2 CF T} WX_1)gN6 ISBRwG'fT LAP To I _. Ba A`'D HLOIXED. TI ->E.'1 THE Cry OF6D' -.'r , c)nr)eear m' ., r= 93re Stere -niE et7tLDN6 Js wcFi'Of TF3i -TO LEVEL, SioC'v Abb srs:iiratI1 1..x 41xid lrl 'Q' u.L'o}'Ir 0.+.1q {la-t.. 32:?39BLp-- .. Tran_ ntax: 7..ERT.-tE B1aS,t`h'>b LEVEL kIC&LOcxs Ar.EKtiC o Ta u]t-rFE coa,'iEcr SPu7t7o. v]`tf>+t 6• -Cf r)v R_ - v Nva , E fl-y.'.Y AT1CNCi3 PtA FMEXrs ESTABLL 1 _. _D Gy i'= W'-0TN 0.= PtE a_'t 3 NG_ F otl mIJ-_ Y.IFD"i JC -N TL+•E 7 X 4- - 1. w -.d_ - - - {.'e dP 2, 3,$ YBrks. ; x'a. bJo rtg - 1D3 5 FLSN,!-,S, AIF_.1 N, Da "10 -MEL._3CiT AND ANCHCjRY P_-FASTENE V.THk,-X BOCTcAHDUU rFCR A3o-ENI - DOOR c 7'-u-, Ard iA "'f SCE TH 5 5.IFT"fUNrr4s.TG 13- ATTAC$AM TO A CONCRETE SL1H THE BLILo7VG vs SETO 7fiE LXJNC3:tZE SLM AIA SrF..V_. DUP i tv-'iH A WJ3+SER UR1Li #RO C(M 1'E SLA91 y L1FF' RBk.I:X3i T1+E ET'EBOi7 !S FASTF 4 i! p'r :. -. - _ will anal-oedetails - TL tEt A t;OCE is rxza e F! ATiON WT,1H DOOR TWFO S00 WDHS _ 'Si -p- LsrA-lar USP t5Tr18 2,>-WRDAS(tct EiHTtJB- ta5Upri7C0diFAAN8D'[gK THE EYEB(, LtTi CAitJJs'} 3k P?USYDCup TOGEi= T-c}4 GENG ZAL NOTES 6 SPEClFICAT10Ns FORAUGER ACHORS 21URi1e m -) am Sbl ) SMSSVATiSwEAvOA GPO 4 "NOTLE=H3tt; Q;L14 n7uNFK NRE08Y t-K>ti•cPHioEfi Ti hJ On, - Y Numrans Sz, w i SCog see deta;ls 6alov AQN-J /- _ Y2 SEmpsor F?S2i. L.5P P.TS it. BE PLACED STtdaPER tpR RgySiLTEj. LTENJCHCFSP r'tR E'1='N vanes-) slpgla or do'Ne a - 7abfa 1 Runner Sp2dng ,?,.y i o -1 vrtdcardt C--p>#s Lnr3€ri - . -0 . Table2 S rJti TYPE J, IJ, orllJ CONCRETE OR .. t 7•;,m *_: t laelramrssj , > 2x4 bazdr - - L,t .. ., - — m i10 hoc dwc' T. 1' z 4' btidging(.stirid Jx r3.ng) ABS PADS W) sLccrc.'NG AS.. {... 12 EYEBpLT , _ - - 1 0- oPL',oJia x4 strxb REQUIRID . ).- . q0' AUGER ANC.tiCf2 2'X4`btodth:g .. 9 ds .. _. :r - 7x 4" bo'* - - ., . _- sea wall arachrr d :is Vahles from and ai Joie; to c otar of(2) 4 x d bk;dt ,,,r- 313'' w da rzcs hava (4) sols cf skids- 2 x 4.bo?3nni Flata SttFD'fiT77i S)C1f3 AiIDTACH lI. d anch-bottcd Fil ,g Pad Spacm_g-i cr Sir'+jie We4S:Nj or 2 s 6 t and r 1( Double' Shz:tis_ . - hu: xican=s;tap? ):ts R . tcgefier uli-x2-bNZ and Table ( . e oo yJyix,arl lSCfdETR7C OF SHID 3fa' t8g pfy'xaad ar alhartage d z4 p11.cs , < 2' x 2" v_+Na-slims WNW - r urr, Sinipsca (SFA -Y a, LISP - - i-) 5 End Pad Y. s lair, u: _ P and . ems c- Pad LS -Til -l3 or aquti'gc^,t 7 x 6' s)d-.,4 FTIO E-!_EV.4TiO,Y FGi1R SKID 1,(ODC T x 47 --h J - . to J..! :111 !. ti'f:-3-{7od)ra - s>s''= 1' ' _ n ' ' . tn. - frx inkcrraftotz riot she'xn sea end els-a:ign V-'i1L <'aor x 4" hrr_der WALL ANCHOR DETAILS t - 8. _ er hts.. OJJTS,DE wiD7}t5 . V [__ N - t - im¢son TP -35, USP NP35 1 sd s end to o -tarot - . dsJ'-0' max fart - E, 8`, 7 tY, i l`8". n T3'a` NaH I . f mzir_ joist sFaong ,s x S Pt- fmrtung' 1?) - or "'v if 2 Pad, othcftt nerd pd sFar3np Is —t ! c -ter r } x -0' ntzw,.at 12 w.'9 -(110d) nevi . 3 1.3- r rr}e n-.sosritzn sPzut=', `pix ir'.iici rw r s .O a - 4'. x-4'lu.-set re iWid r ... -O SNt x 3 K vide si'rs,l;g x x e rr+z to - ERE -c se= srrh duets gised 9r- a plyli r3 r& aLds'tima14" x 4` If 2,. .. cen1J N H X 2- s ata Load wSdL`i an n.,-r><'*r CUD ' US RT -6 ' x 5' „hTc4 acre. fg'v. •.fier wt' rut ? U f o - - .._ .. "Based .+i 2,0*J4I PSFSod BeznrJO CaP<^',}i7 {XJo PSF is gg.) CNp a ^gUivatant Fm.:aslleu` at a 0 r.Saxrd m i_ l--a:.sry mritiaL tm::ueen utvairn[ - .- }" X Y2' fir' -god eyebolt ( N H¢lbwa-solid coneTe!e hbcSs(3 cExY6j eau;d a +wf (cX hk sc•'s rrf to =II" tvithn[r. ro^Fxt;z cjtV door klst and $ x4'nx,ner llll S:npv,n 3{S -z4 tr i• a., P)a-"mskvt Jr_h iASS Pad ;sqt-adY-1•-8'St§'$'w 3ad;r.,. «,Ff b 9 ( X ° - USE R7-t=Civa r -doe anu-`v mf, _ - r2` x 6' P.L P:ates fa-;hr s c. o ng'•s W{de 5%rds aqui giant slab (cer bie 1) .ab!e-,a Andior g An rTypefgclor3 to z Spa,.;n of gu F_ L b iG to le^ ( L -,4g Py -md x ' C ester plaL_ r 2' x T. ba »• (2) 3 11 ,. 2-X4 tiotm :.. Gunrarent (beat, vde) Lr T) Part N i n _ A^ _ a?0'F s 4" H FLOOR FRF..:il'tt'PCh-*1 GoraetSlobeeby a1 1 `-0 r ;-7 0Si`3Efl',VY.C!Ti ATfi1C' r -FL Atyt:f-lL7RFit T on aQ,D- 4- x 4.docr heir i6=. - : Local Codes a J•.s$rlfon 70 COCJGR>"TE T.Ne 4b An bon lg Spat of Au iy'pa.ivtdwr Eor'f3n,bte Wlda Sheds 2'x.4 underhesdes -. -Pply y Au erA, x -6 r 1 x 4' brOgIng(v,.nd brapng) _ - - .. - O - o _ c; ;v :4 t {t) x3'('fth7.r a;pir x- ntL rum- - ¢ g. F.. Bad. :rvror Jntn '-`.Aircti+- spa6rc3 zanp =SlY ax_r or'x3 oxPsnsia:bd's. j ,LD///v _ L' x4 cnri at species A7.cvcst rtrr>=s: w cv Atwnlnum daxeki l tea y ifs :and 3 / rreiw 2fo$ f :Pe=!B1) S_ANCP0.SP.iCNO t58A5ED CN SCE7-to FOR AC,,7EGCRY]FNCLQ 3UnDl'Ki 3 - .. CorJUeL 51e6 bj olhFts 2 /ACL uE.aS:Ti.{QST ABOVE ARE Cc7rTER TD CE?!' 2L: AK-'ii;:S. 2'x4'vihdo+`v .p i" 1' -taut_.. _ aPPy Cadas a inn sem« no xf a c« a rr s Bk a at t UMs o AtarncR s t47 ori c EACH coaH or SLED F sP.Ens toss It ucxr T N r f $- ti ?- 0 R D E _ T x 4" bc4Jnni pl;e bdtth-lgh 2'x4" > annrivnt 4. ntE EDC FORu7lX 7.( D3TK1 E U ANS40k4 B6' TS IS A WA3iE.7r, 0'O r I A f :. 1is3 l BOL F _ 7T_-Gplyl d OF'TiONALWOOD FRAME r s.uc as:Hwt asoFwAis tvloa?T nmsPucEt crrcAv e cJN lNwticticA e SL -Ps HS 24, DSP RT -6 CFp DOOR CaNSTRUCTION -4-` 1mJn. 2' x 4 bottom PAotu n_ -Fed to A.racr7Ofls csr+sEi'LA=r= av v wru is cws>=As PcsweL'E-ro SDE :v,,L:A 1t _ oreautva{a d (tvp) au c ds Z x 6 p_t t3se RiN i+atlancixxde - SCALE N.T .. Shed-wtrft FT:t Rar,ava AacE,ofa3 to cera GENERAL NOTES_ 5'-0" (amx) .far car], + ars3la t '=Y-0' • T. ALL BUJMINCS FROM 0 SQ- FT. TO r0 SO_ FT. ARE EXE1APT FROM WiNG_9ORNE-DE9RIS IMPACT 1V<. SIDE -CATION WITH DOOR& WINDOWS srANDARnPERrwwonsrAnsres. V 2- ALL B UILD WGS FROM 0 SC. FT• TO 400 SQ. F.l_- ARE FOP USE PATH ONE AND PAX] FA3,i>LY 3cie 1' .2'x4'bottw ata RES IDENCESARZEXEMFT FROM DOOR HEIGHT REQUIREMED SPERTHE A3C.. f?1 p_t 2 x 4 frarre(typ) - - 3_ALLCOWIERC1.6d. BUILDINGS AS WELL AS RESIDENTIAL Bi)1LDJ:•4GS4b1 st].Fr. OR GR64TER j 2'-G' 2'sq,i gatan'sed _ MUST GOMFILY WITH THE 6'-a' r OOR ReG4TA 40 THE MIr£ AND MAIC'• OTH REQUJR03ENTs t12114- rwgh \\ 4 -ALL BUJLDI:TGS,400 Sr]_ FI: OR LESS VWM T2" DOOR HEIGHT ARE ACCE RIES TO 0ost3elwa<.hrr w'sth 4- m:[ I _ _ 1" x 4' bnxif+ 4(w+^1 nsj - 5.'THISP 1 WAS DESIGNED F FBC AND THE `FBCr2 - 121 2 Pz 6. F ERS FCR ROOF W '; SHAU_ BE TRUGRlc ram TO V,'oOr1 FASTFTI ERS CgW 2'X4 buibo,-nMPL.W - - AND SHALL BE 9-15 X S OR EQUAL W11'{l.(IN-)TKVtAD P81E1 RA7?014{lY? L_ . T x 6' aYSe ta11 T_ GUTTERS TO BE m TALLE Dori sriE By OTHEiI!S THRDLIGH LOCAL CORES. £r E i" x 4,' wrri brace LtYP-} at - f4- P`ffxsgid LLU ..- E Fa aad Ey- 13--37Tt;readed Rod ! 2xF,p.Lslde, Aa SHED DESIGN LOAD REQUIREMENTS FOR THE: :Z 2094 FBC-tttT8O plybEdition, 2091 NEC; 2014 FFPC zar oard ie t3 2a' ` Coupling if Naces: arj Zr la. J ' _ iL l'_ - T L thereby cerci that l have reviewed these arts afoP. vrRh A buikii . rraterlats andSlrnpsonHS -24, Lisp FS-_'_', Cep 22' H^9v£.Jr . uis g ., eyohou std s-, ubo7aad . ty) a9: bds scala: i`= V-0, x 12 Fa yed Eyr D components used in the rear ufactU ng of the sheds the material and comFonenLs ei er O u vE+'1 sa.ordca - 9 gethor v.d "xTand (2) - FloridaProduct Approval -red b the Florida Buildd Cor= 31i Q ;g- fca cox elm 2'x 2 ay_ s ar,d have a Draa u Approv as YegLn y e R mg s ort Rvt s SEE s D ELt17A ION 1MTi! DOG25 AND g o -Hu crane An So or vr° analyzed using the LI t Stress Design_ Ail materials and ccmpon it Y?ih ttt JWINDO' VI S FOR. IN'ORMATION NOT SFU VN S nut 2014 Florida Btrldirig Code, the Florida Manufactured Sviki-utg Act'and RLles i bit2q1:? 3iD AT1CN S RKP Frans N_E-C- for.a category 1: Enclosed Building, Exposure `C', wifit a Wirasvt !.gf• nz rig L scsl 2rA (t11econd gust) DESIGN PRESSURE ,•ROCF. wKI.L rz-r nr str,d 3x ,31 t n o .z FLOOR LIVE LOAD T PSF Txi' }.snd9e 3'x.] 'Sin rtvl i!aa ca7i oa dhccdy9+ WRING Dl,:GRaxsDESIGN{ft3IlE$IA FLOOR DE LOAD aP"F avS aecic) ROOF LNE LOAD(cpL20 Psr UILDING CATEGORY OOR DEAD LOfD 5 g _ .. z? .x d ti ,. R FERNAL PRESSURE CO-FFCli 'g t'1- a- a iHF©- scalanSs_ mrta ra yirn hctdp aer.. rc :imar to.:ir ^a -c«wr, %' O STFUCCTTPION TYPE vB 4Y STRUCTURE ' . Ak K'rv>{T shdi be rrtc =.Iae c ING E J -lilt,. LxR ANcftCR of rt a L + bla 14 g23:vira T 'dFa w x ]st Jldl rttxu'Jic A _. i >y, aot xe t te4 fors, czng . .0 III eacasa yr arr;iera! - _. ststs_nSs, "NqD vELOCITY Sail MPH - ,aJ, Cx..! autict 1# s .. OY:ASLE i OF FLOORS. -1 URE RATTtd WA - - Fr -N ENI CLOSED dabn-3r.Pr._:i RECORD COPY REVIEWED FOR CODE COMPLIANCE PLA SccEXAMINER p q DATE 0,A m l w SANFORD BUILDING DIVISION cm A PERMIT RUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS n 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 UILD NC SANPORD