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65 Kent Ct; 17-2062; shedCITY OF SANFORD a, BUILDING & FIRE PREVENTION JUL OPERMIT APPLICATION BY: tipplication No: Documented Construction Value: $ 1l D 0 . J J Job Address: I vt ' C+ Historic District: Yes No Parcel ID: 3-c) t' 3cz - ©f to Residential ] Commercial Type of Work: New ®- Addition Alteration Repair I Demo Change of Use Move Description of Work: F( S_Iwj Plan - Review Contact Person: l w Title: P( ne: %G - 3'04 _ 3 5 max`: Email: %, log- le "4 S C',C, r,-, Ko t-- Property Owner Information Name (- c.%rc' coV_T_ Phone: Street: S y t`,re"'j Resident of property? City, State Zip: 54," (:::'L 3.2 -7 % Contractor Information Name J n,,., L- Street: City, State Zip: Vez,, S',.5 C 3) O Phone: 396 <TO'L( - 34-15' Fax: State License No.: (13C(.255010 Architect/ Engineer Information Name: F.,-,,, It Cie ,, •. Street: , D wed'rn City, St, Zip: V,nr,M'3t, Bonding Company: Address: Phone: qL 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 construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. r 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 66 f t 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 maybe additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies I. (' Acceptance of permit is verification that 1 will notify the owner of the property ofth'e 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 mpliance with all applicable laws regulating constructi and in 6 4 1gna_ r ofOwnna rer/AgentDateigofI.ntractor/hg6nt/ 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 Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced 1D Type of ID BELOW IS FOR OFFICE USE ONLY 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 # of Heads APPROVALS: ZONING: _ fZ n UTILITIES: COMMENTS: ENGINEERING: S x 7I FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 1W 7- W ' 7 Revised: June 30, 2015 Permit Application C, r l 61gQ O"vP ommunitv: CRC --- We NumWc 65 i!v;V-s;IUiu Manuf3cBlran Jacobsen Notes: e dt V& Motne Size: 28 x 52 L4Dc Sire: 7 x ea Nome Or(erltatlart: 5hc pn 1 vr s t 1 r 1I J 1 11 1 1Yt 11 11t f1' SI11 tt11 I BP IC e-00C a r SeA aC,C, n 11 ft. mr, S.. 27 BUi in e«,,' Prorressi,6nal Ken. a son,Secretor}; Alex Martens Superior Sheds, Inc. 2323 S. Volusia Ave Orange City, FL 32763 September 23, 2016 RE: Manufacturer Certification, ID MFT-113; Expiration Date: September 22, 2019 Dear Alex Martens Lr; N1,3nufa inNi L Ir' .rQ Fox It is my pleasure to inform you that Superior Sheds, Inc., located at 2323 S. Volusia Ave, OrangeCity, FL 32763; has been approved under the Manufactured Buildings Program, as provided forunderChapter553, Part I, Florida Statutes, to manufacture Storage Sheds, ManufacturedBuildingsforinstallationinFlorida. Construction or modification on a manufactured building cannot begin until the Third PartyAgencyhasapprovedtheplansinaccordancewiththecurrentFloridaBuildingCode. 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 plansreviewandinspections. 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 PartyAgencyforplansreview. Please ensure that your plans are in compliance and are properlypostedonourwebsite. All site -related installation issues are subject to the local authorityhavingjurisdiction. 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 byEmailgeneratedbytheBCIS (www.floridabuilding orq) for online renewal. If you have questionsYoumaycontactRobertLorenzoat850-717-1835 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 localbuildingpermits. cc: Professional Service Industries Sincerely, Robert Lorenzo Manufactured Buildings Program RickScotf GM_ir or SETUP AND INSTALLATION OF SINGLE WIDE SHED 1. BUILDING 1S PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC 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. THAN 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 THRU THE 2%4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL 1/2" THREADED ROD (FOR A "HIGH SET") IS SECURED THRU THE HOLE. 5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2" HOLE IS DRILLED INTO THE CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2" WEDGE ANCHOR, 7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5' WEDGE ANCHOR THRU THE 2"x4" BOTTOM PLATE. TABLE 1 ANCHORING TO CONCRETE SHED WIDTH UPLIFT (PLF) ANCHOR SPACING 20'-0' 400 13'-8" 280 240 10 -0' 200 S-C P86 O- 0" 160 120 31 6" TABLE 2 SKID RUNNER SPACING` SHED WIDTH xi X2 X3 1' 1-(" 2'-8" W-4" 10'-D" 8 -O 0 VALUES ARE FROM ENO OF JOIST TO CENTERS OF (2) 4"x4" SKIDS ONLY. 13'-8' WIDE SHEDS HAVE (4) SETS OF SKIDS, 30" AUGER ANCHOR 4,900LB) SETUP 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 ENO, 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)"x44" BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED- THIS PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. A-. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B). 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. 6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. TABLE 3A PAD TYPES TYPE- PAD DIMENSIONS MAX. LOAD* MATERIAL I 2"x8"x16" 1778LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX II 4"x8"06" 3500LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX III 16"x16" 3950LBS ABS PLASTIC PADS IV 8"x8"x16" 190OLOS CONCRETE BLOCK OUALITY CEMENT AND SAND MIX I BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF 15 TYPIUALJ N OTES 1. HOLLOW OR SOLID CONCRETE BLOCKS (8"xB"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TD 48" WITHOUT REINFORCING. 2. ABS PADS REQUIRED ON 11'-B' AND 13'-8" WIDE SHEDS ONLY. TABLE 3 SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE 'WIDE SHEDS SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE SHED WIDTH TYPE LW-(PLF) END PAD MAX. SPACING END PAD SIDE RUNNER PAD TYPE INTERIOR PAD SIDE RUNNER PAD TYPE 13'-8" SW/DW 4-15/332 0" TO 6' 6'-0" 1936LB 1, II, 111, OR IV 1879LB 1, 11, III, OR IV 11'-8" SW/DW 6-00/480 0" TO 6" A 6'-0' 2558LB I, 11, 111, OR IV 2558LB I, II, 111, OR IV 10'-0" SW/DW 5.00/400 0" TO 6" 6 -0" 240OL13 1, 11, III, OR N 2400LB 1, 11, 111, OR IV 8'-0" sW 4.00/320 0" TO 6" 6'-0" 2029LB I, II, 111. OR N 2133LB I, II, III, OR IV 6'-0" SW 3.00/240 0" TO 6' C-0" 1655LB tl, III, OR N 1866LD 1, II, 111, OR IV LOAD WIDTH OF UPLIFT ON RUNNER NOTES 1. PAD SPACING IS END TO CENTER OF PAD. 2. PADS OTHER THAN END PADS SPACING 15 CENTER TO CENTER, 3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS 1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL. AVERAGE HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. 2_ ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER). LOCATE ANCHORS PER TABLE 4A OR 4B. 3. THREADED R.OD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE FLOOR SYSTEM) AND ATTACHED TO ANCHOR. TABLE 4A 30" AUGER ANCHOR SPACING - SINGLE WIDE SHED WIDTH LW' UPLIFT (PLF) END ANCHOR"' MAX. INTERIOR SPACING*"* 13'-8" 7.00 243 0'-O" To 3' O" to'-0" 6.00 203 0-O" io 3'--0» 10'-O" l0'-0" 5.00 174 0'-0" TO 3'--0" 10'-0" 8'-0" 4.00 138 0'-0" TO 3'--O" 10'-0" 6'-0" 3.00 104 d-o" TO S-O" 10'-0" TABLE 8 30" AUGER ANCHOR SPACING - DOUBLE WIDE_ SHED WIDTH LS"(* UPLIF-f (PLF) END ANCHOR** MAX. INTERIOR SPACING*"* 20'-0- 10.00 1 400 1 (;--Cr TO S--0" 1 5'-0- LOAD "OTH OF UPLIFT ON RUNNER LOCATION FROM END WALL OF AUGER ANCHOR MAXIMUM SPACING BETWEEN ANCHORS NOTES 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 2_ ALL MEASUREMENTS ARE CENTER -TO -CENTER. 3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER_ A.DDTTIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-O' BETWEEN ANCHORS.. 4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN EXISTING BUILDING; IN WHICH. ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE TO THE SIDE AS POSSIBLE. 2'x2' GALVANIZED WASHER 2"x2" GALVANIZED WASHER WITH 1/2" NUT WITH 1/2" NUT 1/2" THREADED ROD OPTIONAL FOR "HIGH SET" NOTCH OR COUNTERSINK BOLT 1/2" THREADED ROD EYES BOLTED TOGETHER WITH 1/2"xZ" THRU 2'x4" BOTTOM PLATE OPTIONAL FOR "HIGH SET" BOLT & NUT WITH (2)2'x2 GALVANIZED 1/2' COUPLER 2"x4' BOTTOM PLATE NAILED 1/2" COUPLER WASHERS (2.000LB SHEAR CAPACITY) TO 2'x6" P.T. BASE 1/2"x5" (400 LB.) CONCRETE 1 /2'x12" FORGED EYEBOLT I MIN- a _" WEDGE ANCHOR INTO SLAB ,4" MIN. THRU 2'x4" P.T. BOTTOM PLATE SEE TABLE 1 FOR SPACING) EYES BOLTED TOGETHER WITH BOLT & NUT WITH (2)2'x2' GALVANIZED TYPE I, 11, tll, OR IV PAD WITH TYPE1/ 2'x3" (400 LB.) SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH CONCRETE SLAB BY OTHERS THROUGH WASHERS ( 2.000L8 SHEAR CAPACITY) t AS REQUIRED (SEE TABLE 3). CONCRETE WEDGE ANCHOR CLIP OR EQUAL LOCAL CODES AND JURISDICTION LOCAL CODES AND JURISI)1CUON SEE TABLE 1 FOR SPACING) 30' EARTH AUGER ANCHOR SEE TABLE 4 FOR SPACING) SHED WITH SKID SHED WITH 'NO FLOOR' OPTION SHED WITH SKID ANCHORED TO CONCRETE. ANCHORED TO CONCRETE TO PAD OR BLOCKING TIE DOWN DETAILS CODE VERSIOk MANUFACTURER I SUPERIOR %IMS AGEkCY I I'Rc sERYx Masr l 1 BUILDING TYPE u B03 I G R£ Slp`.Ni1Al_ LAAN STORAGE Cowmp.. UCTIOk TYPE Y-B FIRE PROTECTION NONE NONE FIRESUPPRESSIONSYSTEMOCCUPANCY VIILRY - WSCELIJNEOUS ALLOWABLE NUMBER OF STORIES 1 BASIC ONO SPEED V-200mPh EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT 0.18 IMPORTANCE FACTOR IJ5 ROOF DEAD LOAD 10PSY ROOF LIVE LOAD - - 20PSF OR 30015e FLOOR DEAD LOAD aPSF FLOOR LIVE LOAD S10. 75PSF - 125P 1` OPT. FE RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING i HURRICANE PROTECTION USAGE HO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 1 LE55 THAN m SQ.FT V) 0 LLJ n LIJ LIJ J m CD F, Ld J I LiJ 0 I 6 GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED B1' LOCAL JURISDICTION. 2. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION 1015. 22. 3. REFER TO TIE -DOWN DETAILS FOR PROPER IN5TALLATION REQUIREMENTS TO MEET CODE. 4x__ 11/ 3/16 Matthew T. Baldwin P.E. Sheet AD-1 OF 1 F'S1 APPROVAL 2015-06-02 1•x4'b- - _72.. .. ._ 01-01-2012td9aluminwneasevaries -I (2L 21ne each ¢Idespor(load bee f x & gp,c:.tt t rr nui+r n - SIT UP AND INSTALLATION OF SINGLE WIDE SHED P- P ng '`yx / Ry .d Or, 1. SUIL.OIIG IS PLACED N REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR MOVEMENT TO PISR.N OF SQUARE ' wind bracing) - - (2) 2 x 6 p.L door buck9 added- Q 5 when gage door kalesed - "" '" UNIT TO HOUSE. FENCE PROPERTY LINE, Erc p 2 - uminum roof when garage door Installed double arches for garage doss 3' x 5' (Mirek) CODE NEVI EW X ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND rs ESTABL04M THE BUILDING IS BLOCKED ON THE HIGH '03.13-2012' . 2' x 4" a _ garage « 3 3" x5" ter Pietas Yra,cs_: anal 9crvi:c +r-dusrri s SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CORER OF 02-2&-2012 748 Jrd sire r THE BUILDING IS SUPPORTED TO LEVEL, BLOOD AND SHINN81 1 x 4 bridging (typ.. Irrin. I max: or egIlHalent Orlandu,o Nil : E. _ ANCHOR PL.ACE.IFttT 6 cer... AFTER THE BUILDING IS LEVEL wFD waDTri OF THE BlMD1rJ0. IfOlF3 ARE 0£ir.l.EO THROUGH THE 2 %l' qJHI Fta4d1h 6, BLOCKS ARE ADDED TO ACHIEVE THE COFZAECT SPACROM F ffEit a; E. nxrf, I3€ DOOR £ - flti 6'-6' T-P Anyn Detail fix press plates I a tt o esc d BOTTOM PLATE WITH A I-MISERBIT AND THE EYEBOLT S FASTENED INTO PACE. THE HOLE K DUG FOR A 30' EARTH ' trtis;..ass; ANC1ifx2 AND BACIffa1®-THE EYEBOLT AND ANCHOR ARE FASTENED WOHA j-X7 BOLT ACID NUT. window (See note 2, 3, $ 4 - vaflC3 . x.4' bio long ,'.: scale: nts. 5: IF THE UNIT S TO BE ATTACHW TO A BETE SLAB THE BUILDING is SET OFJ THE CONCRETE Stag AND SH;MMED up open a wall anchor details TO LEVEL. A }HOLE IS MUM WITH A HARDIER DRILL INTO CONCRETE a M 1 k OFF Raj JO1sT. THE EYEBOLT IS FASTEN " THROUGH THE BOTTOM AND A (A-24 SIMPSON CLIP) IS PLACED OVER THE _ l' V&DGE ANCHOR. A j' X Z'BOLT AMDNUT W(T)- END ELEVATION WITH DOOR TWO SKIO MODELS _ 'Sknpson LSTA-18, LISP LSTA-18 T WASHER is USED TO FASTEN THE EYEBOLT AND SWIPSDN cup TODETHEft scale: '. = Hurricane Strap or equivelent : GENERAL NOTES $ SPECIFICATIONS FOR AUGER ACHORS - all Mds) 1. BUILDING _ SitAli. t.E HOR/E' TYPE 1t30 ANCHOR MANUFACIIlRED By t C%JE PRICE OF r1,129irlr+. t aluminum BRISTOL. VA THE AVERAGE HOLDING POWER 14 NOT LESS THAN 4.900a x 1O" ' See details below - 2- ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING COOE.MY DEALER) LOCATE ANCHOR SPACING PER TABLE 4, siding - 1 EYEBOLTS SHALL BE PLACED Tt1fi000t THE BOTTOM PATE AND FLOOR SYS7Fal vanes 12 sin le o<dsabie Simpson HS-24. LISP ftT•6 S%M to CODE REV HV t' z 4• -- Lr Q 5 9 Cup or "Llivalen - . Tabled Table 2 Runner Spacing P r An, 1 -! wide arch - _ max. an a r r 1a a d s r wind bradrhg) -.TYPE I. II, or ill CONCRETE OR . r ) t r - t - 8' -1'-1D - 9'-11' T-1 t do € - nRap m }". X IZ' EYEBOLT _ - - _ - tcc `ns ail. 64 am E. P cony, CI - (tYD• eH corners - .. - b T 2' 4 header - -At3$ PADS W/BLOCKING AS .- LA uUC2c o.. matrflehomedoor1' x 4' bridging{wind bracing) REQUIRED > 0' AUGER ANCHOR v .:: - - Optional) E ;:2 x 4 studs (typ.) > _ rL sre:f-is ,ri. sR 7x4' bo 2' x4'biockin - ..grade _- _ - _. .. _ - _ P --.. see wall anchor deteNs $ •2 x 4 bottom place Values from and of joist to tenter of 4 x 4 skids oril . 13'4r wick sheds !cave 4 as& of srdds. SHEDWITKSKIDATTACHED ( ) yebottardancharbolted -Support Footing Pad Spacing ForSingle NAde(SYJ)a P( hP•) - 2 x 6 p.t and rail togedher wl }' X T tuaft and Table 3: yy) hurricanealtouse }' Pybcard ISOMETRIC OF SHED 314' Ali plyboard or advarrtage - 4 x4 p.t efdds z Double Wf D Sheds. .. Simpson LSTA-18. USP scale: nls. g ( 2) T x 2" galy. washers and }' nut LSTA-18 a equNalarht 2" x tr sides l END ELEVATION FOUR SKID MODEL T x 4' skid rev udl 4-(16d) nails - scale: I, WALL ANCHOR DETAILS for Information not shown see end elevationthdCt door ' x 4header sc*e: n.Ls. OUTSIDE WIDTHS LkF.:Si 64t'/ Ll': / L }iL•jIT['-1it4i3]i Y:=>i i(';.T-:> iA)1C7f a [l Ylf.!!11)l1±lll)• N•'• "' iQ 3i/•1 tl i i Ir,'afl;li'z;r7[I!'71I iflF iiE3i/'. i f t i% 7.'® E$IY1Ir5] r.LZ al7>t:il`ii'Z+:Air'3i Y Alt-. 11 FI4+r!•:•1 1 Orr r:':€e7tta•.>A1t iii NlL i41- w[hhl[ 1 1)$E,L r't T•' l. l-ll[1iIIi1-• E k Ia iLri7R iC.•I7i 7 ilr_`;lJZIl1[7)!/iY::L4l I![711 o $ x z Amex. plat SA g x lagtlL x 8' pt naming (typ.) x 4' P-L framing extra 4'.. x 4'-.rurmer requited,ar 3'-8' wlde sheds is- ok joist spacing: gkwd tongue $ groove ply - board wf additional 4' x 4` center runner SfmpsaR KS- 24, UST? RT46 Clip or equivalent Installed at very connection between floor jolst and 4' x 4'runner 6, 8'. 10 , 11'8 , or 13W 12 5 see arch duels 3' x S (0 required 1D rsgreredorequivalent Simpson TP35, USP NP-35 1. Pad spacing Is and to center ofpad -- - - Naiplate or equivalent 2. Pads other than and pad cing k center to center wilt (10d) maid 3. Use same madmum a - for imee" ni nems - 4-x 4' header ace.+• nla.- . z z co.... t x T k. rwas square r 'nut Load Width on runner Based on 2,000 PSF Soil Bearing Capac)tAZOOO PSF Is typ.) X 1T ad o } X 3- (870p uplift Notes: Y - rating) 1. Hollow or solid concrete D1ocks(&vBxt8) ma be staded on pads for Nigh sets up to 46' whhout re-uLfor ang Ui-Pson HS-2 or - expansionbolt 2. ASS pad required on I V-B^ $ t3'-0' wide buildings only 4 orwe a anchor into p Q kl pm 3 rn o - N 0 s r 2' x 6' p.t plates for sheds over eq+ivuieirl stab (per table 1} Table 4a Anchor Spacing of Augur Type Anchors For S)ngle Wide Sheds - T 1 G in length 870# uplift) x 2' bolt w (2) a ail r> d 3' x 5• M7ek Connector plates 2' x 2"flat Mmcn 4 t - x F . 7 x 4' bottom or equivalent ( both side) T 4 imin. v LL FLOOR FRAMIN PLAN ptetoftp•) all around ' . , _ a 2' x 4` Con6buetfor Concrete Slab by oBners HEO 4Y m ATTAG:',EO).. ANCH^RFD ; z a' m Ct •'® scale: = 1' T-0' » -. 4' x 4' door header z(L Local Codes $ Jurisdiction - - T TO CONCRETE Table 4b Anchoring Spacin of Au Type Anchor For Double Wide Sheds rn m o _ pa u- Z LLL tYP• 2 x 4" under header-' apply r r _ 8 _ t x 4' brid9h 9(Wirhd bnad^9) , n Clv interior 4OUl-W U o Aluminum door akir on 1)}- x 5'(40011 upm "Location of end auger or stab ahctlor co v u.. r r 2 z4beht(typ) - Front and Back anchor Into Wye a "' Anchor sparing is examples: 30' auger or }' x r expansion bof r, a N' E _ 4. x 4' nedndow header' ;) tArrtxata stab at spacing ANCAM NOTES: m N '0 1T zlal; by others per table 1) L ANCHOR SPANNG IS aASEDONASCET-naFORACATE-OORY1 ENCLOSED BUR DING EXP.'Concrete 2. AL MEASUREMENT ABOVE ARE CENTERTo CENTER OF- Evrirr a1111 r , Local Codes & jurisdict`wri 1 }min.tw0ch Or c0unler sink 3. THE MINIMUM NUMBER OF ANCHOR iS (41 ONE ® EACH CORNER OF SHED FOR SHEDS LESS N LENGHT TH VLTHE 4' IwtIIxn p4zte-• ,y ,( ': TBG piyboard ' - , " ' • OPTIONAL` WOOD FRAME aPP1Y T MAO. A, UM.2' boltthrough2'x4•4. THE MI Ik" EDGE DISTANCE FOR EXPANSION BOLTS LS a 13LAWTERS OR 5' FOR A }' EXPANSION BOLT. fu ANCHORS S HAL BE ON i2' SimpsonHs24, LISP RT-6 Clip DOOR CONSTRUCTIONTx SIDE WALLS EXCEPT WHEN THE SHED Is PLACE NEXT TO AN OUSTING BUILDING. IN WHICH CASE 4- boaorilp1a nailed fl ANCHORS CAN BE PACE ITN END WA L AS CUOSE Aa POSW6CETo SIDE WALL& orelywaganchordall turfs SCALE_N.T. s- x 8' p. t Dsae GENERAL NOTES: a de 7s SpedVVFdI Floor Remove Anchored b Concrete .1 ALL BUILDINGS FROM 0 SQ. FT. TO 720 SO. FT. ARE EXEMPT FROM WIND-BORNE -DEBRIS IMPACT wag connection inn obnned+ ronsole: 1 }-= 1'4)' g.0- ( _)- SIDEELEVATION' WITH DOOR & WINDOWS STANDARD PER FLMDA STATUTES. 2. ALL BUILDINGS FROM 0 SQ. FT. To 400 SQ. F}. ARE FOR USE WITH ONE AND TWO FAMILY ta }• =1' 02 pt 2 x 4 frame (W) T x 4' bottom pint RESIDENCES ARE EXEMPT FROM DOOR HEIGHT REQUIREMENTS PER THE FHC. 2'11' 3. ALL COMMERCIAL BUILDINGS AS WELL AS RESIDENTIAL BUILDINGS401 SQ. Fr. OR GREATER tYP•) 1 /4 1/4 2' x T square gatvmdzed MUST COMPLY: WITH THE 6'-W DOOR HEIGHT AND THE MIN. AND. MAX' WIDTH REMIREMErrM m 12 x 12 rough steel washer oath}' nut 4. ALL BUILDINGS 2' 400 SO. FT. OR LESS WITH 7DOOR HEIGHT ARE ACCESSORIES TO U 1' x 4' bridgng( wind bracing) opering T$G plyboad RESIDENTIAL STRUCTURES. 5. THIS PLAN WAS DESIGNED PER THE FBC AND THE FSCR Z 12114' of #2 p t S. FASTENERS FOR ROOF AND WALLS SHALL BE SCQTS@TRUGRIP METAL TO WOOD FASTENERS D 2' x 4' bent{ typ.) bofaLm plate AND SHALL BE 9-15 X t' OR EQUAL WI t'(MIN.)THREAD PENETRATION{TYP.) 4 x 4' wind breuce ( typ.),n Z' x 6' side rail T. GUTTERS TO BE INSTALLED ON SITE BY OTHERS THROUGH LOCAL CODES. Q 8 Lu - S rNr q- rd 2 x 9 p, L aide rail Forged Eye Soft or}" Threaded Rod SHED DESIGN LOAD REQUIREMENTS FOR THE: ZW 2 2014 FBC-5th Edition, 2011 NEC, 2014 FFPC Z T&Oplynnlplare T8G pyboerdIS -to24' Coupling if Necessary for Laval hereby 3h Simpson FHS- 24. USP HS-24 Cop or 1 T HYDROVENT DETAILS eyebou and anchor bolted set I certify that I have reviewed these plans along with all building materials and Z - I equivalent.(tyP) all stud5scale: V =1'-G' x 12' Forged Eyebolt components used in the manufacturing of the Sheds. The material and components either O LL wall anchor details for connection together wit}' x 2' and (2) 2' x 2' gety. washers and have a Florida Prl - Product Approval as requited bytheFbrida BtL dBTg Commission Rine 9N3} H.. a o SEE SIDE ELEVATIONWITH DOORS AND 30` Hurricane Anchor Or Were :analyzed Using the Milt Stress Design. All materjals and cc mpolrngj lY.tStitfl the m w c wlNDows FOR INFORIuanoNNOT SHOWN 2014 Florida Building Code, the Florida Manufactured Building Act an dg4UIbs 4*"i 3 r r• SIDE ELEVATION SAP nETAtLs N. E.C. for a category 1: Enclosed Building, Exposure'C", with a wi T vF, ^I?y'pf 1 iuT r S tale}'= 1 Scar WIRING DIAGRAM Optional ekctfc) NQ ( scale nts aN wiring L41afl be me L JI Q cable 14 ga 3wirsnee SeCOrT gDSt DESIGN PRESSURE n FLOOR LIVE LOAD 75 PSF . { )' i + • (. - o - - DESIGN CRITERIA FLOOR DEAD LOAD 8 PSF 4 1. ui 1 ROOF LIVE LOAD 20 PSF LDING CATEGORY POOR DEAD LOAD 6 PSF SINGLE HELIX 1!&MR ANCHOR UILDING TYPE ACCESSORY STRUCTURE INTERNAL PRESSURE COEFFICIENT t•/- 0.18, of"! oNsrRuc-rroN TYPE ve seetable4forspacing C e0 -- scae:nis. l- DVELOCITY t80MPH / encase inall metal .. OWABLENOFFLOORS1 , boxes - - IN NIA .' CLOSURE CLASSIFICATION ENCLOSED G.F. I. outlet.. ROOFHEIGHT9.85 fL i= La35818 a p. Hmr-.r_SrrI' T.,' 13 UJI=?^'t74H)>r"'.+rt'"'•7 RECORD COPY REVIEWED FOR .CODE COMPLIANCE Sri 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 ERROR$ IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE REQUIRED INSPECTION SEQUENCE H-P# 1 %- 7y-,,!37 Address: BUILDING PERMIT Min Max Ina ecttion Description 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 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) ELECTRICAL PERMIT Min Max lens diction DescrIl ttion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final tn .w^^.G vYar'iu:°rn i+. t"` `",'_ J v. ervh .+; Ysmb"t.d -.— Min Max Ind ec ion Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL 'PERMIT lin c ii i m Ihr"i u rn Mechanical Rough u _.t:.c+:4m..Lvw Y- jnqpection Description - - Gas I c d z , _ Gas Final REVISED: June 2014