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HomeMy WebLinkAbout210 Coachman CtCITY OF SANFORD T' BUILDING & FIRE PREVENTION F D: PEB 2 ¢ tail PERMIT APPLICATION 4 BY: - -- _ Application No: T C° CJDocumentedConstructionValue: $ Job Address: - 1 0 ,, ;, CT" Historic District: Yes No Parcel ID: ryry Residential Commercial Type of Work: New 8- Addition Alteration Repair Demo Change of Use Move Description of Work: G k - S (j Plan Review Contact Person: n Title: ' D Phone: Fax: —Email: Property Owner Information Name tzL(2u`.e Phone: Street:( ;,„( dye ;,.,e t.ry Resident of property? : City, State Zip:+o G o:., V Contractor Information Name is ,.. Qom- om-t C Phone: fb'% --3 Street: T o'k j5 5' Fax: City, State Zip: L1p teov, I J c 319170 State License No.: _03C_ l 5 U 3 0 y jj Architect/Engineer Information Name: ti Ao k (L ion Street: Dyo /r kudy. City, St, Zip: 1ou6l, r6d Bonding Company: Address: Phone: L%4 7 43 Y — J3r53 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 d at S: ition (2014) Florida Building Code v4 1Le1 Revised: June 30, 2015 Permit Application 2 4 2016- 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 information s accurate and that all work will be done in compliance with all applicable laws regulating construfisf}4nd zg. Signature of Owner/Agent Date Print Owner/Agent's Name Contractor/Agent's Date Z- Z-q,- Signature of Notary -State of Florida Date Signa o on*NNETTE SCOTtiate aY P`;<<' Notary Public - State of Florida My Comtb. Expires Jan 16. 2018 sYl dr Commission #FF 071760 Bonded Through i'tational Notary Assn. Owner/Agent is Personally Known to Me or Conti ct r/ gent v Personally Known to Me orProducedIDTypeofIDProducedIDTypeofID 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: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: k__Z(a UTILITIES: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SIB g - ' - I COMMENTS: _Qk -b IVl S+Ct 11 % x 8 t S VI ed 1 t i VIA t tom i (N Ury1 o rot 7)'orl Revised: June 30, 2015 Permit Application Rusine5 ',,: ProfeSsic'ai 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 v r:rli 5 irice! T'i;, mil_•._- iz y.9 W.Ise 1, fa.,. SUA.140436 Fick Scott, Govarfior It is my pleasure to inform you that Superior Sheds, Inc., located at 2323 S. Volusia Ave, Orange City, FL 32763, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part I, Florida Statutes, to manufacture Storage Sheds, Manufactured Buildings for installation in Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans in accordance with the current Florida Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities that must be 'met to maintain approved status. You may expect and demand quality plans review and inspections. Each Code. change will make your plans obsolete until they have been reviewed, approved and indicated [ on the cover page of the plans) for compliance with the Code by your Third Party Agency for plans review. Please ensure that your plans are in compliance and are properly posted on our website. All site -related installation issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year. You must grant complete access to -your manufacturing facility and records to remain in compliance with the rules and regulations of this program; Your certification is approved for three years from this date. You will receive a renewal notice by Email generated by the BCIS (www.floridabuilding.org) for online renewal. If you have questions you may contact Robert Lorenzo at 8SO-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, Robert Lorenzo Manufactured Buildings Program J DINC SPr RD 0FPAP, 16- 626 SET UP AND INSTALLATION OF SINGLE WIDE SHED 1.BU(LDING 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 OFTHE 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 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 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 2" HOLE IS DRILL INTO CONCRETE 1 2' 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 21" X 2" BOLT AND NUT Wf(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) 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 - TABLE 1 Shed Anchoring to Concrete Slab ShedWidth U lift I Side of Shed max.anchor spacin 13'-8' 2110# / LF 3' - 6' 10, 200# / LF 8' 160#1LF 6' 120# LF 3' - 6` TABLE 2 Runner Spacing Shed 'JJdth X1 X2 IS-8' 1'-10T T-1 I" 2'-810'V-7" 6'-10' 8' M6 9" 6' - 6- 6' 10" 51" Values from end of joist to centers of (2) 4' x 4" skids only. 13'-8' wide sheds have (4) set of skids TA.BLE3 Support Footing Pad Spacing for Runner Blocking for Single Wide(SW) or Double Wide Sheds(DW) Maximum Load & Pad Type - Shed Desc' lion Pad End Pad Side RunnePadType Interior Pad Side Runner I Pad TypeShedWidthTypeLW'-PLF End Pad Max. S acin IT-8" SWIDW 4.15' 1332 0'-6- 6-0" 1936# 1, It, III or IV 1879# I, 11, Ill or IV I V_6" SW/DW 6.00` 1480 0" -6, N- 2558# 1, 111 Ill or IV 2558# I, II, 111 or IV to. S J/DW 5.00` 1400 0' - 6` 6'-0' 2400# 1, 11. III or IV 24004 I, II, Ill or IV 6' SW 4.00' / 320 0" - 6' 6'-0" 2029# 1, 11, Ill or N 1, 11, II or IV 6' SW 3.00` 1240 0' - 6' 6'-0' 1658# I, II, Ill or IV 1866# 1, 11, 111 or IV Notes: 1- Pad spacing Is end to centerofpad 2. Pads other than end pads spacir.^a is center to center. 3. Use same max. spacing for interior spacing. Type Pad Dimensions Max. Load" Material 1 2" x 8" x 16' 1.778# concrete block quality cement & sand mix 11 4" x 8" x 15' 3 500# concrete block quality cement & sand mix 111 16- x 16" 3,9509 ABS Pads IV a" x 8" x 16" 1,900# concrete block quality cement & sand rnix Load width on runner. Based on 2,000 PSF Soil Bearing Capacity (2,000 PSF is typ.) NOTES: I. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48" max. without reinforcing. 2 Pads required on 11'-8" & 1X-8" wide sheds only. 2- X 2" FLAT WASHER Wlk NUT SIMPSON HS-24 CUP O 2" X 4' BOTTOM PLATE or equivalent 12" X 12" FORGED EYEBOLT 2" X 6' P.T. FLOOR FRAMING TYPE I, 11, Ill or N PAD W/BLOCKING_:- p O AS REQUIRED O SIMPSON HS-24 CUP(8704UPLIFT) or equivalent- X 2' BOLT VdI(2) 2' WASHERS SIMPSON A-24CUP or equivalent T - _ (1)J" x 3'(1200 UPLIFT RATING) 50 EXPANSION BOLT OR WEDGE SHED WITH SKID ATTACHED 4" min. ANCHOR INTO SLAB @(spacing per table 1) SCALE: N.T.S. CONCRETE SLAB BY OTHERS THROUGH LOCAL CODES AND JURISDICTION SHED WITH SKID ATTACHED ANCHORED TO C NCRETE SCALE: N.T.S. x 2" galvanized washer vith 1/2' nut threaded rod coupler 2" bolt & nut w/ (2) 2" x 2' anized washers(2,000#+ ar capacity) 12" forged eyebolt hurricane auger anchor STRAP DETAIL scale: n.ts. Table 4a Anchor Spacing of Auger Type Anchors for Single Wide Sheds ye uger or Shed Width LW U i,,PL End Andhor"`Max. Interior sarSa 1 '- 7.00' 243 1'-0 to 37- " 10'-0" 1 7- 208 V-0" to T-0" 10'-0' 10'-0" 5.00' 174 V' 0 to 3'-0' 8'-0" 13s T_0' to 3' 0' 10'-0' 6'-0` 3. 0' 104 1'-0' to 3'-0" 10'0' Table 4b Anchor Spacing of Auger Type Anchors for Double Wide Sheds 30" E e Au er Anchor Shed Size I LW` I U lift PLF End Anchor' Max -Interior 10.00 1 400 1'-0' to S-0- Load width of uplift on runner Location of end auger anchor or slab anchor Anchor spacing example: 30" auger anchoror } 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 center to center of anchors. 3. The minimum number of auger anchors is (4)_ (1) @ each comer of shed for sheds less in length than the maximum- 4. The minimum 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 bolding, in which anchors can be placed on end walls as dose to sides as possible. 1) }" x 5" (400# UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB THROUGH 2' X 4' BOTTOM PLATE 2' X 4' BOTTOM PLATE NAILED TO 2" X 6' PT BASE NOTCH OR COUNTER SINK BOLT THRU 2" X4" PLATE TV CONCRETE SLAB BY OTHERS THR-- -- --" LOCAL CODES AND JURISDICTION x 2- FLAT WASHER W1 z" NUT 2" X 4' BOTTOM PLATE ' X 12" EYEBOLT OR 3 THREADED ROD (IF NECESSARY) WITH 2" X 2" WASHER AND NUT (2,000# CAPACITY)# UPLIFT Lk COUPLER IF NECESSARY EYEBOLT AND 30' AUGER ANCHOR FASTENED W/ 4" X 2- BOLT AND NUT Wl (2) 2" X 2' FALT WASHERS GRAQ& SEE BUILDING ANCHOR DETAILS SINGLE HELIX EYE AUGER ANCHOR SCALE: N.T.S. r-- M SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE: N.T.S. wILD/1V SANE-ORD 10 16-6 SHED DESIGN LOAD REQUIREMENTS FOR THE 2014 FLORIDA BUILDING CODE 5th Edition I 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 CONSTRUCTIONTYPE VS BUILDING TYPE ACCESSORY STRUCTURE WIND VELOCITY SW 180 M.P.H. (DW 190 M.P.H.) MEAN HEIGHT 9.85 fr ALLOWABLE # OF FLOORS 1 ENCLOSURE CLASSIFICATION ENCLOSED FIRE RATING NIA WIND LOADS Roof Wall S.W.) 4t3 56.4- 41.95 34.08 WIND LOADS Roof Wall D W. + 9.g 48.94 d1.6 48.34 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=-P 0.18 01/01/2012 02-23-2012 02-29-2012 04-02-2012 05-02-2012 05-16-2015 O 6 U Z ui `n rn 0 n<aW 000 - S o O'oW JmOo"© w W ago n n c Z O f- J JQ C-- fn Z i iZ Ww F- Wzm Z000 W ce 0 - CON Qg_ O ro Q ro O J > CO Uwo 6 ? 7J n Q 0 SHEET r-7/111 AC1aa[ orh, Jr. P.E I of FL PE tt35816 2 L Inc rz ne9des snd {2)2 .. .. n - I ,a'l,rw .. .. -SET UP'IND1 SALIA rCN OFSrh2GLE07-012612. j2 s)a'u x b - fn L -'ki -i D. p ea'ii sY..e non fobd bs3tfng - T h 0, 1_ BiJUWG s PLACID RF kt - D l a7KNJ CN SCHa:)U .E40 Qv To At_iM, foa aLIEHT TO P1JJt.f G\-5'3' AHEPx- dacr boots sdced- s - dax fra'a'>s6 - _ LnJ1r To r_o Jsa=. Fes. 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X 4`Lvxja -.`L S.Y.{. ?.SaFJ=1 .ViC53g4 hiJO HJ ty-.-iLD_Th:E ETE3QTJ.huJ NJL]iCft l'L FrSENEC1 u5Y+iA 7 Y28ot 11UT, rg __ NO ! f( tr o i IF THE URITISTC LEA-.-r.4-Mkoa1ajETE SLAB SUY WO :5E7 C;, THE Cck'--q ,-F Sl1.8 NA S3=i-icD OF CCCf - e v.F_.1S ancl>x ddad>- TO LcV^u_ A l-IiCtF 5 YV-tH F ti<tuuE7i i?4J11 ]llfa CONCRETE SLAB 1'' Cr: R-43IX4T_7NE EYc9OlT Yo F/Si?[ _ TF nV3Gtl ThE BQFTt7a A'b h iJ.2{ S-ajp: OH IS pU CED QT,E 7HE `\='> ArK?iCi 1• ' x 2" so(- u'b nJT WMENDE+ r'lAiiaN V TiH DOG2 7WO SYdO t-fODBS SRrrrptsan i$Ti-71i, 1J tP LSf.-i8 1W Si7&i 131- TO Fa&TF3,'t}iE ES'EEOiTA1 MJ 31F/P5l7t CJ?TOGETlis1_ - aca;a:1 - - 1. 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DGOR CONS T RUC1101iSCN-- h_TS 2 pi 2x4 fi"- (yp) 127; i x121FS-rwflh 1 x4' b-:'dac'9{wind brso,^g} i f mve 12 Wa`l-2p42• x 4- Der ftyp-) tou"n.•n pets w rd th pv jtYp-) at F4' Pi]''.,nesd fourc¢rDels Z x 6 7 L sfdarel 2` x-C b Wit:, p7 f T& G nty' rd 76` `w 21" Sf.-,. pion 1iS-2{"• L'Sfl HS24 CSj or j2• ,yy ROVEN7 Dtr NLS cgtriw_. kri (Ly)z4 >:2k;s sr:1•={•-D- SEESfDE ELEV,9T'jON V:'fTr:DOCn25 iV'rD ..• 1' IIND{YV.JSMR J,r-0RUAT;ON NOT SVI.OWN 5itz l VAT ON s-' tee}•=7•. - Lv1: 21r•!G DIAGRA7.d cpGrelEt elxL e} j ilk '+1'r9 shxl La i->r L cab's ii ga-3txsrs - ss Tr e33;nE-`a; GF_ L rr„ct Dabs for cr :'-cdun G m L. X T Squ -i LCad wIxfth c wr-r ... J O garv, : u itrr wl nut ., 2-e J o12-000 PSFS 1Ca cw SF Is I• - No[as: T} Pip-} X 12' (c, ed ay ott '< X 3- (SI>r wdi - - . Shops P-24 c' _ ` rndngj arxn 'vat hc.4 '- HoJ1,-»v cr .:id concNz hlecSs{c..J'x56j nab Le sbdced an ids C Kieft sus up h ;5' wi o:JT [ainTalr++tfl j 2. 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M.L' 3 9N_iLL 6E Q'1 sS-'NALS E PT?1i': W T?Ea tom t5 PL- LE NEXT To /st , E'iJ:tAfttG M.24 CJ3E 4 f - PI nt'CltaFS CJN EE Pys-E ON a4.T Wv f-' '* CU- AS PG;a:BL 'TO 9D- WMIa syrm F RM ayes lv d b Ed o c GENERAL NOTES_ e 7 -1'-W 1. ALL W;LDNCS FROU a SQ- Fr, TO 720 -SQ- I--T- ARE EXE I"Y FROM vary-sokNE-DEBRIS !J-rnAOT STANDAP,D PER P- ORJDA STATVf FS: 2 ALL BUILDINGS FROM 0 SQ. FT_ TO 4 CQ SCI. F rr ARE FC)R USc Wn-H ONE AND TVJO FA7.ia-Y 2'x4'boi!-p`> RES7ME?g7CF_S ARE rEXEMFT FROM DOOR HEIGHTREOUIREPT--N PER TFFEFBC_ 3_ ALL COtkftERCJil_AI; N.DiffGS AS WELL AS R>=SiDE:1'fT1AL SURD41tGS dM Si1.-Fr.OR GREATER VUST COMPLY WrM THE B'-a- DOOR i43---GHTAND THE MIR ARD MXX WIDTH, RE2U1REMENT'3_ 4_.cLL BUILDLIJGS 400 SQ. FT_ OR LESS Willi 72` DOO,4 HEG1,T ARE ACCESSORIES TO stall •wesh vs ; ' nu' - CJ e}Ita^d arv' r riwhed bl;adter ;v?'x< a,-7d (2) rx6 Wolaminc z. 1 a d a-x-nTsn d 7-X-F' SGsc 3i.13; fi'i racN r ^• I i'x<' Jmiae ik.13}'32 cord . t ,-,t esE ,e of: e dr xT--rtrrry r.t. E e:L"ier s ki'.tct+f b'+a>wer' z-.c 2 7SG RFSi ENTLALSt RUCTLJREs. Z 5_ MIS PLAN WAS DESIGNED PER T3 FBC AND 7},! E FBCH B_ FASENERS FORROOF AND WALLS S!-$AtL2E SCa7S:RLtGRIP tkFTAL 7O WOOD FASTENERS C7 ArrD SHALL BE 9, 15 X 1` OR EQUAL W7 1-(MJN )THPE k0 P81t-fR%+TfON{TY?.j z o Z- x 6'siSe rai[ 7_ GUTFER5 TO BE f,4STAi.i -D Orr SITE BY OTHERS 71-IROUGH LOCAL CODES_ o y Ltt FoLDea Eyes Psdrx''TF. rnedod P.oc SHED DESIGN LOAD REQUIREMENTS FOR THE- BC-5 1 2014 Fth Edition, 2011 NEC, 2414 FFPC z ` I £- Coupki:tg riNecessary `c-Le•.rei _ a sc hh zby certify ( that f have reviewed these plans along wi h aff buirlldicig rnaferafs and - n # L--Jt - -x trFor dEy f;cx mmpoTlenLs !reed isi ma:irlfactunrtg of ;1-re sheds_ The matsf=a3 and comp nertseither O -2. i nave a Fonda Product Appioval as req ed by the Florida 8t aa 3Da.Co d=_U s=. ' N. uRlcane Anra, or or wereanalyzedusingthe ,t,,tc Stress Design- AAmai._-'ibis ana,' d comp'?J7plvv,ii_ ; .. LU 2014 FloridaBuiidrigCode, the Honda Ma; ufaeured SuUdino AztandtPt 'trtiA 9 tl. , STR o'T'rAll4 t iE.C_ fora caf 1_ En1,'osed BL;a.1dn - -.<, Posure 'G^, with a w; n., threesec- Id gust) DESIGN PRESSURE FiCOR LR/ E LO;. 75 PSF - } L, S-,'';_ * (`•. -. ` t'f - - _ DESIGNCRiTERIA FLOOR DEAD LOAD HPSF, 3'.uILDInG CA7Ec- ORY 1 ROOFLIVELOAo RCOR OEAD LOhD 5 PSF ME 1". tiux? 1 GERANC24O UILDINGTYPE ACCE SINGLE S.SO`Ry STRUCTi7RE INMERNALPRESSI] RECO--rrEiC.1$IT r tiSTRUCT IO,'•I 1 - NE va AI. Na VEL xrTY tat fFPH P OF FLOORS . 1 IRE P.ATING WA tEf 0,70R-- CLASSIFTCATIDN ENCLOSED, - . F -ii 9E ii~::v626 SAt' FORD QOA RT( XLCORD COPY REVIEWED FORCODECOMPLIANCE f - PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT 136UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE it16.626 REQUIRED INSPECTIONON SEQUENCE APO # 1 f - f ? a BUILDING PERMIT — Mnn Max Inspectionectio'n Descri' fion Footer /:Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof -Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final.Roof Final Stucco / Siding Insulation Final Final Utility Building FinalDoor Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home.Building Final Pre - Demo Final Demo Final Single Family Residence Final Building (Other) REVISED: June 2014 Address: ' L r® C0A,,.dmA J Min Max Electric Underground Footer / Slab Steel Bond Electric Rough T. U.G. Pre - Power Final Electric Final Min Max Ins ection )(DeseIl'll itll r Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing , Final MECRANICA- EL i ERY117 Min Max II'nam fllon Deserll don Mechanical. Rough Mechanical Final GAS PF.PullIT Min Maw 1I Il5; te ltll'l[ ][D@$'9C itll 7ID Gas Underground Gas Rough Gas Final