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HomeMy WebLinkAbout206 Red CoachPlEcr VVID CITY OF SANFORD FEB 2 4 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: `(0 - (0 2„lb Documented Construction Value: $ 11 ACC . Job Address: 'C; 6 P_"J Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New -Addition Alteration Repair Demo Change of Use Move Description of Work:_ JLX 17 Plan Review Contact Person: Phone• 36joy 38-),Ls Fax: ov__ Email: L/,,. Property Owner Information Name a4l-e-, cL 61e- Phone: Street: _ V_ (ei Ug Resident of property? : 3 a= Y City, State Zip: ,.t j ,mil % -="- . Contractor Information t _0 eLl Name 1U, /F fu" -,i% }, t: C'.7 Fi Gfr Phone: _3 G '" D`( - '3 ;L Street: d . 't 1' ,15"[ u/ll Fax: City, State Zip:"041 Sp,t, t G jv7l 7C? State License No.• cotr ,5030 e- Architect/Engineer Information Name: r p/4j ki Street: C_ to wTc lea City, St, Zip: (t9Gt L 33 -72 Bonding Company: Address: Phone: - L107 6 3 Y- o .75 3 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 OFCOMMENCEMENT. 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 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 forel be done in compliance with all applicable laws regulati Signature of Owner/Agent Date Print Owner/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 nn z t1 49u-td&twLy-5 tate,f Florida Date ANNETTE SCOTT Notary Public - State of Florida My Comfh. Expires Jan 16. 2018 Commission #f FF 071760 Produced ID Type BELOW IS FOR OFFICE USE ONLY will to 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 Fire Sprinkler Permit: Yes No Flood Zone: of Stories: Plumbing - # of Fixtures. of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: 29 UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUILDING: 3- k /(<F COMMENTS: I L o irs"faI Cx $ Fh1_7 i 1 (orot Ovl tA 0('Jn . Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE Bp# # 1 6- 6 2 8 Min Max 1[mnection Deserij2tion 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 FinalDoor Final Window Fnal' 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: 24v", Ft4-. eln" 1Lclg G lE3 cC'fl PlEQ31D Q' " „ .. min Max ltn, tll'n Q'g°Il tlt Illl Electric Underground Footer / Slab Steel Bond Electric : Rough T. U.G. Pre - Power Final Electric Final r. + any !"t,fr.vrfrva :"`."<Nd("° 4ty 3 _ v+... MW'a'F Mnn Max w ltm= ltlloIIIl Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing . Final DUSItie S'. } j Pi-ofeb a KenLaWS0); VeCela, Ft 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 It is my pleasure to inform you that Superior Sheds, Inc., located at 2323 S. Volusia Ave, Orange City, FL 32763, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part I, Florida Statutes, to manufacture Storage Sheds, Manufactured Buildings for installation in Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans in accordance with the current Florida Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities that must be met to maintain approved status. You may expect and demand quality plans review and inspections. Each Code change will make your plans obsolete until they have been reviewed, approved and indicated [on the cover page of the plans] for compliance with the Code by your Third Party Agency for plans review. Please ensure that your plans are in compliance and are properly posted on our . website. All site -related installation issues are subject to the local authority having jurisdiction. The Department' s contractor will make unannounced monitoring visits at least once each year. You must grant complete access to your manufacturing facility and records to remain in compliance with the rules and regulations of this program.. Your certification is approved for three years from this date. You will receive a renewal notice by Email generated by the BCIS (www floridabuildinQ.org) for online renewal. If you have questions you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436: . Please visit our website at www.floridabuilding.org to see valuable information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local building permits. Sincerely, i Robert Lorenzo Manufactured Buildings Program 16-628 I 28' X 56' 1,493 SQUARE FEET In kViodelIMLT-45617B O.08 (ALL SIZES ARE APPROX.) DESIGNED FOR ZONES II k III #------•---r-'-* ^•^-•w---V----• 01-29-11 as i r ok X3 s F r Nrrr I mFf 0 ------ ' s I ' rr rim r I _ 1 r r r I r p r r FFF I roc rr I . r FF r r cx, rr 9 ; rrrro, rrrrrrrrr of I 5 rrrr --- rrr 1_ I x 1 rrr f r=-FCflI I o rrr rz r O A rrr (--- rrr r- a- l `rrr rrr rrrrrrrrrr b . - T-T' ;- r r r rrrr rrr rFFFF Grrrrr I j r r r I FFFFFr:lZrrrrr , O rr0 Lrrrrrrxl'rrrrr I Lrrrrrrz FFFrr I Coq C I 1 rrrrrr'larrrrr I FFFFFr -ilFFFrr rrrrrrrrrrrr , 0 I xg x rrrrr 1 6 6 2 8 I --------- I \CDIN q co I m x o 1 Sl4i`aF;;`RD IS I wm — I 8• I I l3 , PROVER PLANS 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 1S 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 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 2" X 2" BOLT & NUT, AND (2) 2" X 2" GALVANIZED WASHERS. 5. IF UNIT IS TO BE ATTACHED TO A CONCRETE SLAB, THE BUILD IS SET ON THE SLAB SHIMMED UPTO LEVEL- A Z" HOLE 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 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 1) 2' 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) S. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. 2" X 2" FLAT WASHER Wl}" NUT SIMPSON HS-24 CUP2' X 4" BOTTOM PLATE or equivalent GENERAL NOTES & SPECfF(CATIONS 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 4,9009, 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 1 TABLE 2ShedAnchoringtoConcreteSlab Runner Spacing Shed Width U lift / Side of Shed max.anchor sparing 13'-8" 280# 1 LF 3` - 6' 11'-8" 2401,/ 31-6' 10, 200# 1 [F T - 6- 8' 160#1LF T-6" 6' 120# LF T - 6' Shed Width Xi X2 X3 13'-8' 10' 1'-.T 6'-T. 6' 10" 5 V Values from end of joist to centers of (2) 4" x 4" skids only. 13'-8" wide sheds have (4) set of skids TABLE 3 Support Footing Pad Spacing for Runner Blocking for Single Wide(SW) or Double Wide Sbeds(DW) Maximum Load & Pad Type - Shed Description Pad End Pad Side RunnerPadType Interior Pad Side Runner Pad TypeShedWidthTe - LNi`-PLF End Pad Max. Spacing 13'-8" S WIDW 4.15' 1332 0--6- 6 -0" 1936# I, II, III or IV 1879# I, 11, 111 or IV 11'-S' SW1DW 6.00` 1480 0" - 6" 6'-0" 2558# 1, It: III or IV 2558# I II, 111 or IV 10- SW/D W 5.00" / 400 0" - 6" U-T 2400# 1, 11, III or IV 24009 1, 11, III or IV 8' SW 4.00" 1 320 0" - 6" 6'-0' 2029# I, 11, IN or IV 2 or 6' SW 3.00` 1240 0" - 6" o -0' 1658# I, II, III or IV 1866# 1, 11, 111 or IV Notes: 1. Pad spacing Is end to center orpad 2. Pads other than end pads spacing is centerto center. 3. Use same max. spacing for interior spacing - Type I Pad Dimensions Aiax. Load" Material 1 1 2" x 8" x 16" 1 1.7784 lconcrele block qualitv cement & sand mix II 4" x 3" x 75' 3 500# concrete block quality cement & sand mix III f6' x 15" 3,95ih: ABS Pals IV 8" x 8" x 16' 1_900# concrete block quality cement &sand mix Load width on runner - Based on 2,000 PSF Soil Bearing Capacity (2,000 PSF is typ.) NOTES- 1 ' Hollow or solid concrete blocks may be stacked on pads for high sets up to 48" max. without reinforcing. 2- Pads required on 1 T-8" & 13'4'vide sheds only. G7 2" X 12" FORGED EYEBOLT 2" X 6" P.T. FLOOR FRAMING TYPE I, II, 111 or TV PAD WBLOCKING._- O O AS REQUIRED O SIMPSON HS-24 CLIP(870#UPLIFT) equivalent X 2' BOLT 1,VI(2) 2` WASHERS - SIMPSON A-24 CUP or equivalent T _^_ y. - _ -- F,.. - _ _ (1) x 3'(1200 UPLIFT RATING) EXPANSION BOLT ORWEDGE SHED WITH SKID ATTACHED4" min. = r T ANCHOR INTO SLAG s acin ry@ip9Pe SCALE: N.T.S. table 1) . CONCRETE SLAB BY OTHERS THROUGH LOCALCODES AND JURISDICTION SHED WITH SKID ATTACHED ANCHORED TO C NCRETE SCALE: N.T.S. x 2" galvanized washer rtth 112` nut threaded rad I- coupler 2' bolt & nut -1(2) 2" x 2" anized washers(2,000#+ it capacity) 12" forged eyebolt umcane auger anchor STRAP DETAIL state: n.ts- Table 4a Anchor Spacing of Auger Type Anchors for Sinqle Wide Sheds Eye Auger Anchor Shed Width LW` UpiftPLF End Anchor" ax, menorS as ` 13'- " 7.00' 243 1'-0 to T-0" 10'-0' 0 74 V-0 to 3-0' 8`0" 910'-0" 13 1'-0" to 31-0" 7100'--00" 3 104 16'-0" -W to S-O' Table 4b Anchor Spacing of Auger Type Anchors for Double Wide Sheds 30" E e Au er Anchor Shed Size LW` U lift PLF End Anchor" Max. Interiors cin " L 10-00 00 V-0- to T-0" S-0" Load width of uplift on runner Location of end auger anchor or slab anchor Anchor spacing example: 30' auger anchor or } x 3" expansion bolts - Notes: 1. Anchor spacing is based on a 3 second oust at 180 M.P.H. fora Exposure'C" Enclosed Building per ASCE 7-10. 2- All measurements listed above are centerto center of anchors- 3. The minimum number of auger anchors is (4)_ (1) @ each comer of shed for sheds less in length than the maximurn- 4. The minimum edge distance for expansion bolts Is 8 diameters or 5" for expansion bolts- 5. Anchors shall be on side walls exceptwhen shed is placed next to existing building, in which anchors can be placed on end wails as dose to sides as possible. 2' X 4' BOTTOM PLATE NAILED TO 2' X 6" PT BASE CONCRETE SLAB BY OTHERS THR LOCAL CODES AND JURISDICTION x 2" FLAT bVASHER W12" NUT 2' X 4' BOTTOM PLATE X 12" EYEBOLT OR i" THREADED ROD (IF NECESSARY) WITH 2" X 2" WASHER AND NUT (2,0004 CAPACITY)# UPLIFT COUPLER IF NECESSARY m EYEBOLT AND 30" AUGER ANCHOR FASTENED w W11" X 2" BOLT AND NUT Wl (2) 2" X 2` FALT WA GRAQ; 7 SEE BUILDING ANCHOR DETAILS SINGLE HELIX EYE AUGER ANCHOR SCALE: N.T.S. 1) }" x 5" (400# UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB THROUGH 2" X 4" BOTTOM NOTCH OR COUNTER SINK BOLT THRU 2" X4" PLATE 4` 4" min. SHED WITH FLOOR REMOVED SAWA:31RD ANCHORED TO CONCRETE SCALE: N.T.S- 01/ 0112012 02- 23-2012 02- 29-2012 04- 02-2012 05- 02-2012 06- 18-2015 O C3 c, Q z w ;tf (n co< o W nm- S Lu Z p Z;(n O-mom cr LD0 Lu W m d O O F' A RTrf 1 6 - 6 2 8 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) FM_ DESIGN CRITERIA BUILDING CATEGORY 1 CONSTRUCTION TYPE VB BUILDWGTYPE ACCESSORY STRUCTURE WVOSURE NDVELOCITYSW 180 M.P.H. (DW 190 M.P.H.) MEAN HEIGHT 9-85 R ALLOWABLE# OF FLOORS i ENCLOSURE CLASSIFICATION ENCLOSED FIRE RATING N/A WIND LOADS Roof Wall W) + + 4.3 56.4` 41.95 34.'8 WIND LOADS Roof Wall 93 48.94 d1.6 48.34 DESIGN PRESSURE mrn FLOOR LIVE LOAD = 75 PSF co OPTIONAL FLOOR LOAD = 125 PSF FLOOR DEAD LOAD = 8 PSF ROOF UVE LOAD = 20 PSF F ROOF DEAD LOAD = 5 PSF INTERNAL PRESSURE COEFFICIEN 0.18 IVY n U Z fw( SHEET II 1 A Cleatx, Jr. RE I cP EL PE t25816 j F.Ar O ftt f `i 0 02 y` x 46rdg.a aluminum ee+s W d irarmg} _ 111' V M L warier-) t P.L pine eav, &I'- rtq load bsarin 2) 2 X B p,.L.:3Ocr 5uc t. eddad- Q 5 xiv^ngsragH doer u'ha7 ¢arm= dox L2staH# $ d0ub;c zrzhes u stage dxrs Ili ¢a1J C doG 92_ 1 X 4 Lridging DOOR 2- $'- 8' T 2, 3, & .. .. - Vz,'ies s 4` L;ocicng ..' Jxe ur_li anc:4x dcra'dz END EL-IA-IIONV+Tnf DOORTWOSY.IomoDL.STw 3' x S- (M• Tak) prsyuva# zy( Amh OL if for p- pL. 4-_ sale= nJ e_ Sea de ilS Luxe - `alUpllnUnl - " vdu1 12 Stn o single or d`abfe f oo HS-_{- L5P k7S . xnnd bradng) k 11( wide arrl Par]_ l` - LY; x eN x 4 hv°dcr ... TYPE I,y;, of I{# CONCRE7 V X d' Wdy,.g(wa!v_ibaadnb) ABS PADS Wi SLOCK;NG if ' p6o'_`!) 2 X 4 sxs (Gyp.) P.E011;RED Yx4" w se9 , t2i]ax!',or dulelrs 9 2 x 4 ba:zn P aL SHED WITH SH10 ATTACHED hunic' Sas.Ta esa 7(tYSx) t'ptrt, t_Ot,TEfR1C OF SHED 31-V tag ptm-lb-0-11 of aaae Aga 4x4 Sm1p.- LSTA-I,% LISP scale: is 1lads r LT.C-ia cr agtd_'uF-1 2' x 3' gld x'l EN L! EVA flcN FOUR S: ?.100a wf14-(} od) ns3 L WALL sole: I- - I. fcc 11fi1 n 0c" -C'ho rn sae end ti 5. r.' `T•Bru:On SET UP AND INSTALLATION OF SrNGLF WIDESHED 07-{Jt=[612: D-,_-•" 7. 7"Jfi rN3 Ls.LC Rr Rt=1!rESTrDI T1Q4 C'i SCtL'7iHt P'CTO AUU.4FDR ht.%e-N'T TO Pij (OFSA:ARE UtJlTTO Y_GtLSE. FE-`X_`. 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TO FasTD7 T7iE EYL-e:JLT A}.ro swvsctr Ci7r TOGEn-sC-rt kir:Tri ne Strip cJen:Aaxt: GE: EhtOir56SPECIFFCATONSFOR'{iUGF.r2 ACr3C4ZS a'i studs) 1_c.1x_E413 McI L= sLkL!_x7dcex- Ew-.E-7FE.:.a1. ANCHOR uAl,UFkcTLrRE0 By l•30t'fRIl]E OF a.=LfDn>roliL BMSTLLVA. TFE AVERAGE H01D6G POWESj 6M:FS4 T LT1-V.v I, X fu'=.'t-=i'-L 13uriuOnz MCKIRiNG SYSr71 TO GROURD FERLOCAL Bu3LZING Cd-E-WDEALERjLOCATE /'iGiOR9AQ1Y8-' E}3YT3L-l. EYEDDL7S S"' kLL BEPjACETI Tl'R.f U1 The BOTTOU''LATE mo FLOOR SISTEl4 Shad COGS REU Table 4n Table2 PwnterSp_ring P,a: _<.%,-„aI}I- r.r rrl" dX an 1T45321dS T, x yr EYEsoLT - ctin xn, zi Ia. r z 3a' AucPR ,arLc;; oR g-de-- yeltdt and anchuboP -S Yati from anti d jda'n center of ( 4X 4 st=ds enFy_ 73'-8'. K'ida 5tmds k-tve {d) saw cf skids, S -PPod Fao ',g Pad Spacng For S;,i Wclde 9Nj of 1c9asL,ef:vl-x2-boftand z Tahla3 DouMa VF'.,,e({yW) Shady. and 3-riff N 7 Ea- it 9•r'k e s t e+'tAII i - a: n *s. 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I E KxF TO MIAl ' IU r1d;LnfYG, Ul?iF11Q{ CASE A,^iyORs C.•N BEPf +rc W ENv W'LLAE clCStEAs PC3Q,aQ;'10 staE NVmil.L Shd VFrdl FT r Rvr'ava Andion d to Cti.x-ea - - GENERAL NOTES_ ' - y L ALL P.U;LD7NGS FROM 0 SO_ FT, TO 12D SO. FT. ARE E>NDVFf FROM yAtJLxEO'r?NE-bEBRIS U- ACT _ STANDARD PER FLORIDA STATUTES: 2A<_@UiLDitv'GS FRO'.;0Sq_F7_T6 {CQ SQ, :ARE FOiRUSEWJTHONEANDTti' 0FAM2_Y Tx4' i;> xn p' RESIDENCES ARE EXEMPT FROM DOOR HEIGHT REWLREL.E! iS PE2THEFBc. 3, ALL COY &*E RCLkL BUal-ANGS AS WELL AS RESIDENTIAL BUILD6yCS401 SI3,-FT.OR GREATER 2" X 2' ga_ nfzad ,UST COG -'PLY WITH THE G'-E- DOOR HEIGHT ANDTHEMIKARD ?dAY V,40T REQUTFZSM-'NT"S stHsl `:vash wsC; nut d_IIi BUILD73NGS 400 SO. FT- OR LESS V6M 72" DOD, 4 HEJGSY ARE ACCESSORIES TO (j e}t bitaxi anciarboY d bs dTef (2) x XY ga7ti.K a M' TBG p! t.,.zd RESIDEMrT ALSTRUCTURES, Z 5. THIS PLAN WAS DESIGNED PER 7t-_ FT3C AND THE FBCR _ 8_ FAENERS +POR ROOF AND WALLS SHfkLL BE SCDTS,RUGRIP iOErrit YO SJ')OD'FASiD• IEp,S STC7 AND S.N CLL BE 9-13 X I' OR EQUAL W1 T'(K'4 j I KRE1D P.e1E7RAT1QN( Y?.) jj Z o Tx&'zIderal[ 7-GUTTERS TUBE91ISTALLEDDKSITE HYOTHERS TI-ROUGHLOCALLODES_ wo Foeged Eya E-o cr 'TDrsadod P. od SHED DESIGN LOAD REQUiREMENTS FOR THE: LU . Lh 2014 FBC- 5z Edition, 2011 NEC, 2014 FFPC s I ' Coup&r,g it Necesa3ly fc i. e•.I _ a a therebycertifyflatihavereviewed these plans along_ ,trih a but-d-uig wafer; is and L J7 y - - x 12-Fo1 E}riox mPanen Dsed z# th manutactunng of ,e sheds. The matetini-arid corTrpo e als 7ef p g = have a Florida Pr9duct dipDTlval as reqU fed by the Flan da 8L daTg.Cc nip on.R01e_(91 f3) Q u r 3D-Norrlrane.5rtd+of _ ' Leo or were analyzed using the L4h Stress CyS7gn_ I fnaL ials and coy- ' I ;trib .. m 2014 F)a: da l3uiidng Cade,l,e FIGEida M2nufactu2d STR o nFTl.1 S - 1 EE_C_ fora ca)egory i _Enclosed HL;ildng, Exgosi#re "G", i4 1 a wi j vr,gf,i'7'(;,1?_?-L -' 4_-- s t_nis. (three seco;1d gU5o _ "•-_ ,,TFS!ih"il:LQAfb' _ - "=s?- j' DESIGN PRESSURE yI: Q FlOORL LOAD 75 PSF`- D )rIVS-4ITFRfA FLOOR DEAD MAO BPSF. f_U)LbINGCATEC-_-RY 1 ROOFLNELOAD 20 PSF POOR DEAR LOAD 5 PSF Sit GLE %'E-.-Li; Pi;GER A_NCFFOTt UILDiNG TYPE ACCESSC` YSTRUCTURE INTEI'MAL PRESSURE COcFFI.^..18?T r1- aid aee fe4torspsoni<STA'JC%nOt•T t 'E V3 sotz•rLt . :.NL` S!E'CflCIiO- OF FLOORS .7- E RATING NIA DICLOSURE CLISS#ACATiO_N ENCLOaFD f.. o 628 RrCORD COPY ' REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER i•s-f4 DATE SANFORD BUILDING DIVISION A PERMIT 196UED 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 BUILpING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 6 62a LDING SANFORD OFPA R