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HomeMy WebLinkAbout197 Windsor Ct; 17-2063; SHEDCITY OF SANFORD BUILDING & FIRE PREVENTION JUL 10 2017 PERMIT APPLICATION Application No: BY:- Documented Construction Value: $ #00 . C Job Address: 01 (,.i XJ50 ' C Historic District: Yes No Parcel ID: , a « 3G - 3Jo • ©13e -- 0000 Residential Commercial Type of Work: New N Addition Alteration Repair Demo Change of Use Move Description of Work: EX 5,ed Plan Review ontact Person:Title: Ph ne: 36' N `3 g-? 5 -,-Fax: Email: G(o,c+• S CR . " C6 _ Name vim t e (. c `e Property Owner Information Phone: q07 3a 3 Fl (. 0 Street: SCc • llrk ol ' C l v Resident of property? City, State Zip: 5, 1 R -r7 Contractor Information Name rho .. Phone: Street: (5.25 Fax: City, State Zip: 'z-S 3 (y State License No.: Arch itectlEngineer Information Name: Vt,.t /-- C- Phone: Street: Fax: City, St, Zip: wod C a4 E-mail: Bonding Company: Address: 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. 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 6e additional`restnctions 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 foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 7/o Signature of Owner/Agent Date Signa e of Contractor/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 Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: i 7 1Z 1 UTILITIES: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5A: I-to-(-7 COMMENTS: Ok f0 111 &)faj( %,X 8` Skod 6iA rY(15, siye Crrld Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE IBP# i -1 - Z C. a 3 Address: BUILDING PERMIT Min Max Ins ection 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 7 Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) ELECTRICAL PERMIT Min Mays Ins ection Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max ffis ectll®ffi Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final I MECHANICAL PEI3M T' Mechanical Roug Mechanical Final II Min I Mays I Inspection Description Gas Unde Gas Roug Gas Final REVISED: June 2014 munity: CRC Number: 147 lel: RH4523C ufacturer: Homes of Merit 5 INotes: Site Plan: Shotgu Home Size: 28 x 52 Lot Size; 4S x 85 Home Orientation: Shotgun Set I 23 I_ rrs I7I/p` 10 Nrt 0 R I V E W A y 9I s s V S U Z O N PCo e-Clonal Ken Lawson, Secretary September 23, 2016 Alex Martens Superior Sheds, Inc. 2323 S. Volusia Ave Orange City, FL 32763 RE: Manufacturer Certification, ID MFT-113; Expiration Date: September 22, 2019 Dear Alex Martens LW t i rt -,i rd ir"m jpic.Trf Ta I ,9 see Fl a 3C3G. U, s+=7 2 .1 Fyn . UZ r i 7. 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 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 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 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 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. cc: Professional Service Industries Sincerely, L-(- Robert Lorenzo Manufactured Buildings Program Ric-*ScoLl;i ts`}emo.r S_LAP.PR0VAL 2015-06-02 1' x 4' bring• __ - aluminum save - __4t2 ( 2) 2 x 4 spruce headers and (2) 2 x 6 wind bracing) _ '....... (2) 2 X 6 p.L door bucks added- r 5whp.L pine r a e dole own load bearing Q when garage door Installed uminum mot when garage door 6stalted double ardnes for garage doors 3' x 5' (AkTek) rx4'a garage door Sias carLrnecmr plates 1 x 4 bridging (Iyp-)- a rrxn. I max- - - or OgDiV818nt to 6 DOOR E > thei B'-8' T-0' Arch Detail for tress places Window (see note 2, 3, 84}._,.._ varles .. x.4' bioddng scale: n.is. operil ... a w88 anchor details END ELEVATION WITH DOOR TWO SKID MODELS _ ace - see details below - - ' aluminum o Siding 12 Simpson HS-24. USP RT•6 1' x 4 vanes -I Q 5 single or double CUP or equivalen' wind bracing)' - J wide arch TYPE I, II, a 111 CONCRETE ORZYQe0comers} - . ` _ - - - T 1' 4 header ABS PADS W1 BLOCKING AS mobile home door 1' x 4' brfdgfng(wind bracing) REQUIREDoptorhal) 2 x 4 muck (typ.) 7 x 4' bo see Lvel arhrlxtr dtumkc. 2"x 4 blocking ptaln 2 x 4 bottom plate SHED WITH SKID ATTACHED milhurricanesbsp(typ-) use pildoci,and ISOMETRIC OF SHED 3/4 t$g plyboard or advardag e 4 x4 p.t dldds Simpson LSTA-18, USP scale: n.ts• LSTA-18 or equWakni 2" x 6' siderel END ELEVATION FOUR SKID MODEL r z 4 shd w/14-(16d) nails scale: }' =.1' for Information not shown see end elevation w1 h door 4' X 4' header WALL ANCHOR DETAILS sqa1e: n- . OUTSIDE WIOTHS 4(r-0*. max- length -' 6, Ir 1 W 11'8', or ITS' Sirrlpsokr iP35, USP NP35 Nallplate:or equi ralerrl joist spacing Y o9 (SYP•) s w18 (10d) nags Textra 4 runners 4' x 4' runner required on 42 5 4' x 13'-8' wide sheds see arch details-lod4r,'I hkeader n r a. 16• Z joist spacng, gored ttxgue Tn fkv-_ groove Wy mid w/ additional 4' x 4 m center runner Simpson HS-24, USP RT-6 9 X Clip or equivalent hnstallad at very connection between floor joist and 4 x 4 runner X 2' x 6' tp. plates for sheds over 15 to length t8g ptylhotyboerd x 2' x 4' bottom Ntetevyp.) all FLOOR FRAMIN PLAN around scab: = 1' 7.0' 4' x 4' dnor header F E E x 4 Under header 1' x 4 bridgl g(wwA A, bent(typ.) x 4' window header T x 4' window sLlr r x 4'. bottom plate 3• T&G ptyboard r equivalent: HS-24, ty USP tugs Gyp or equivalent (typ) all studs waft am#ordelh x 5' (MiTek) corn Ltss 10 neguired or equivalent OPTIONAL WOOD FRAME DOOR CONSTRUCTION SCALE N.7.S r_a a 7.t r nnirr,n - SET UP AND INSTALLATION OF SINGLE WIDE SHED - O7-Q1-2012 - BULDrNG IS PLACED N REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW F-Oi MOVEMENT TO PLUM OF SQUARE OZ-23-20T2.. w--• _---»••. +•••v UNIT TO HOUSE. FENCE. PROPERTY Ue;E, ETC .. . CODE REVIEW Z ONCE UNIT 6 SWAHt£ AND THE FaG1H SPOT OF THE GROUND 6 E.4rABLUetilD TILE BUILDNG 4 BL,OOk® OH THE HKii-02-2i.-2f11Z.. 03-13.2012 F i n r S SPOT AND LEVELED. THE QiHER END OF THE SUxDNG IS BRCUGHT UP To LEVEL AND BLOCKED. THEN THE CENTER OF-02.26-201517463W.Sire E THE SUILD040 IS SUPPORTEDTO LEVEL, BLOCKED AND SmwMEGL Orla d F ra 3 8 0 3. AFTER THE BLUDNG tS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING Ila,F ..:wii `Urart. 37E 4- ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUIL.DONG. HOLES ARE ORL.LED THROUGH THE x' X 4- . I C81830af A a auc acc BOTTOM PLATE WITH A i'AUGM BR AND THE EYEBOLT rS FASTEMM INTO PLACE. THE HOLE is DUG FOR A 3Ir EARTH rL °h i 75 5:'aPs t ANCHOR AND BACKFLLEG. THE EYEBOLT AND ANCHOR ARE FASTENED WITH A {- X 2 BOLTAND NUT. 5; IF THE UNIT 16 TO BE ATTACHED TD A CONCRETE SLAB THE SLADNG LS SET OTN THE CONCRETE SLAB AND SHIMMED UP ; TO LEVEL. A. j' HHDLe a DRILLED wmH A NAAWFR oPoLL two CONCREM SLAB 1 f" OFF fiAl J013i. THE EYEBOLT t5 FASTEN THROUGH THE BOTTOM AND A (A24 SIMPSON CLiP) Is PLACED OVER THE t WEDGE ANCHOR. A j x i• BOLT AND NUT WM Simpson LSTA-18; LISP LSTA-18 2 WASHER IB q TO FASTEN THE EYEBOLT AND SsMPSCN Cup TOGETHER Hurricane Soap or equivalent GENERAL NOTES -$ SPECIFICATIONS FOR AUGER ACHORS € ail studs) 1. BUILDING ANCHORS SHALL LE HOME' TYPE 11170 AH MANUFACTTIRED BY HOW PRIDE OF 1 fu ufrirz Bfk1S101. YA THE AVERAGE HOLD NO POWER IS NOT LESS THUN 4,9opf ii"^`• !r Iiurl.t On 2 ANCHORINO SYSTEM TO GROUND PER LOCAL ausU NG CODE.(8Y MALER) LOCATE ANCHOR SPACN(1 PER TAME A. `^+^^^`+- r -+• "`+ 3. EYEBOLTS SHALL BE PLACED THROUGHiH THE BOTTOM RATE AND FLOM SYSTEN, CODE REV 4"r Table l % mg b Table t Runner-Spac rig P o max anong3 Stn i.t of B•-11' 8'-11 d , 7 32839 w }" X 1r EYEBOLT : 3 i L.•n _ r £„s_,cl 0' AUGER ANCHOR - -LA sr C.ry si1, n - grade - _ - Values from end of joist to center of (2) 4 x 4 skids only. I T-V wide Sheds have (4) seta of skids. yebolt and anchor bolted -Support Footing Pad Spacing For Single Wide(SW) or , togedhdr w/ j' x 2' boti end Table 3; DeaNa WldrNrNM Sh-k 2} r x r geN- wasihem N and 3' nut N r X r square gale. viam,., w1}' nut X I kxged eabd ytX 3' (670p uprrR Simpson HS-24 m. rating) eVensicn bolt USP RT-fi Cf4 or :, or wedge anchor into equivalent slab (per table 1) 8700 ud?t) x 2' brit w (2) Teo Connector Diane 4SHED 2 x r flat lent (Doti side) T 4in4' CasavcdonConcreteSlabbyofhers - V Kro ATTACHED ANCH10I7En r Lord Codes $1wi ickdoih _.-..... _ - TO CONCRETE T apply v door skin on Back 6' 4r (max.) fbr con uer lion SIDE ELEVATION WITH DOOR & WINDOWS Skate }' = 1' 42 pt. 2 x 4 frame (typ) 12114 x 12114' tough opening 1- x 4' brWging(wirid bracing) T x 4' benRW.) bottom plain 1" x 4' wind breve (typ.) at 14• PlYboakd four Wliferb 2 x 6 p.t side rM c T x 4' bdfom plate T& plyboard 16' 0 24' Simpson H8-24, USP HS-24 Clip or 1T HYDROVENT DETAILS equivalent.( 9'p) an studs Scale: V = T-0' wan anchor details for connection SEE SIDE ELEVATION WITH DOORS AND WINDOWS FOR INFORMATION NOT SHOWN SIDE ELEVATION WIRING DIAGRAM optional electric) N O state n1s AV wiring shall be mo cable 14 ga. 3 wire encase in all metal boxes G. F.I. otNet ick, F:J E9.7,Sr'sl[tll176'z+arhd•3Tiil yr y®il,si iRf!'7f•'ii?S1 1IA lfL 3if' ttifdliE•i4A'41•li ITI[IlY'I•i'•j•'t::'Z:;ti,,li tit{ rat:.,:staivu•_cL r:>:.>_z(L.r::e u;>E r•=.ilnrr n>. a^ snir-n F...r•i-,i r.,::, u)r..r:wr•:L! itr EL"k n iP.1t4iI%inl f T r iYc5 ltlUL ll!!•ileLK.a i6l67II T.. d spacing Is and to certtEir orped 2_ Pads other than end pad ring is ranter to rang g3. Use Some msXtmum a for interior runners: O. 8iNYx X177AR ton to block il"ity cement 001 1 _ x 3 y X x LOed vndlh on ru ner U Basedon2,000 PSF Sol Bearing Capaclly(2,000 PSF is t)p.) in Notes: c O1. Hollow or solid concede bfpc{(8x8x18 ma be stacked on pads far high eats up at 48' without tevdorcirg 2. ABS pad required on 1 V-8' $13•-(r buildings o* Table 4a Anchor Spacing of Augur Type Anchors For Single Wide Sheds Table 4b Androting Spacing of Au 1) }• x 5' (400q uplift,. 'Load Width an »Location of end attoug" or slab anchor -. . rating) wedge arictw War •» ArKtior, sparing Is enrampie>: 30' auger a x 3` conkxete }' et( pemL:ta1 hohs- slabatspacingANCHORpar tabus 1) 1. ANCHOR SPACING is BASED ON ASCE 7-10 FORA CATEGORY 1 ENCLOSEDBU IDNG EXP. 'C' Concrete slabbyothers. ii 2. ALL MEASUREMENt ABOVE ARE CENTER TO COMM OF M4CHbR4. Loral Codes $ jurisdiction 1 2 min 3. THE YIWMUM NUMBER OF ANCHOR IS (4 ONE EACH CORNETt Of SHED FIxT SHEDS LESS N LFINC7NT THAN THE awy _ notch or muck sink MAXIML e - ... butt through rx4' 4. XIM MINIMUM EDGE D19TANCE FOR EXPANSION DOLTS IS a DIAMETERS OR 5-FOR A }' EXPANSION e0LT_ r x 4' bottom plate .led to S. ANCHORS SHALL BE ON SIDE WALLA E)HEPT WHEN THE SHED 13 PLACE NEXT TO AN OUSTING BUILDING. IN WHICH CASE 4' n_ rx6'p. LCssa ANCHORS CAN BE RACE ON END WALL AS CLOSE AS POSSIkE'To SIDE WALLS. Shed With Floor Remove Anchored to Concrete GENERAL NOTES: Scala 1 }, = 1'-w - • 1. ALL BUILDINGS FROM 0 SO- FT. TO 720 SO. FT. ARE EXEMPT FROM WIND-BORNE -DEBRIS IMPACT STANDARD PER FLORIDA STATUTES_ 2. ALL BUILDINGS FROM 0 So. Fr. TO 400 SQ. FT. ARE FOR USE WITH ONE AND TWO FAMILY 2' x 4' bottom pllxa RESIDENCES ARE D(EMPT FROM DOOR HEIGHT REQUIREMENTS PER THE FBC. 3. ALLCOMMERCIAL BUILDINGS AS WELLAS RESIDENTIAL BUILDWGS401 SCL FL OR GREATER r x 2'sgLWs galvenb:Sd MUST COMPLY WITH THE 6'-a' DOOR HEIGHT AND THE MIN- AND MAX WIDTH REQUIREMENTS. Steel washer with }• nut 4. ALL BUILDINGS 400 SO. FT. OR LESS WITH 7r DOOR HEIGHTARE ACCESSORIES TO T$G plyboad RESIDENTIAL STRUCTURES. 5. THIS PLAN WAS DESIGNED PER THE FBC AND THE FBCR 5. FASTENERS FOR ROOF AND WALLS SHALL BE SCOTSaTRUGRIP METAL TO WOOD FASTENERS AND SHALL BE 9. 15 X i' OR EQUAL W/ 1-(MIN.)THREAD PENETRATION(TYP-) 2' x G' aide mil T. GUTTERS TO BE INSTALLED ON SITE BY OTHERS THROUGH LOCAL CODES. Forged Eye Soh or}' Threaded Rol SHED DESIGN LOAD REQUIREMENTS FOR THE: - Coupling if Necessary for LwW 2014 FBC-5th Edition, 2011 NEC, 2014 FFPC eyebolt and anchor bolted sec i hereby certify that 1 have reviewed these plans along With, all building materials and j x 1r Forged Eyebolt components used in the manufacturing of the sheds The material and components either ogetherwil'xraiid (2) - haveaFloridaProductApprovalastiredbtheFloridaBuildinCommissionRu9N-3 r x r gaN. washers and APP 1 Y 9. o , ) nut- 30• Hu rlkane Anchor or were analyzed using the Ltul Stress Design_ All materials and cDmPone y rttfiihe IP o .zr'LT" L• T ur'rzr. r 1--its cur -sr rl l* 7 T133 7=7.•-rri tl-.... .T 2014 Florida Building Code, the Florida Manufactured Building Act atr?tt! : sTRAa nETAII c: N.E. C_ for a category 1: Enclosed Building, q U# Exposure 'C", with a wtrrjkv6tr,, 1t r gf 1 7 We Escar;: rlta. (three secondgust) DESIGN PRESSURE WALL .e FLOOR LIVE LOAD 75 DESIGN CRITERIA FLOOR DEAD LOAD 8 PSF 4 1 UILDING CATEGORY1 ROOF LIVE LOAD 20 PSF e ROOR DEAD LOAD 5 PSF OUILDING TYPE ACCESSORY STRUCTURE. INTERNAL PRESSURE COEFFrNENJH-0.18 SINGLE HELIX AUGER ANCHOR NSTRUCTIONTYPEVB - = I see scale:n.ts. antiD VELOCITY 180 MPH W OWABLE # OF FLOORS 1 7 Z c lY 8 rc m a 0 W U W Ei u MQ• m ul O J LL Z LL wo- r 1=s vN SETUP AND INSTALLATION OF SINGLE WIDE SHED 1. BUILDING IS 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. TH(N 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"x4" 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 BACKRLLED AND SECURED AS PER THE DETAIL OR A 1/2" HOLE 15 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 l ANCHORING TO CONCRETE SHED WIDTH UPLIFT (PLF) ANCHOR SPACING 20'-C' 400 13'-8" 280 S-6" 240 200 S-8" 8' -0" 160 S-s" 6'-0" 120 3,---6" TABLE 2, SKID RUNNER . SPACING* SHED WIDTH X1 X2- X3 13'-8" V-104" 1'-104" 1'-104" 11'-8" 2 _B' 6'-4" 10'-D" V-7" 6'-10" 6 VALUES ARE FROM END OF JOISf To CENTERS OF (2) 4"x4 SKIOS,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 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 (04%44" 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. 4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 40). 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 - 2"x8"x16" 1778LBS' CONCRETE BLOCK QUALITY CEMENT AND SAND MIX 4"x8"x16" 350OL135 CONCRETE BLOCK QUALITY CEMENT AND SAND MIX 11 16"x16" 3950L13S ABS PLASTIC PADS IV 8"x8"x16" 190OL13S I CONCRETE BLOCK QUALITY CEMENT AND SAND MIX BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL) NOTES 1, HOLLOW OR SOLID CONCRETE BLOCKS (8"WA 13") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" 'WITHOUT REINFORCING. 2- ABS PADS REQUIRED ON lf-8' AND IS-8" WIDE SHEDS ONLY. TABLE '3 SUPPORT FOOTING PAD SPACING FOR'RUNNER'BLOCKING.FOR SINGLE & DOU3LE'WIDE SHEDS SHED DESCRIPTION PAD MAXIMUM, LOAD AND PAD TYPE SHED WIDTH TYPE LW*(PLF) END PAD MAX. SPACING END PA p SIDE.RUNNER': PAD TYPE INTERIOR PAD SIDE RUNNER PAD TYPE 13'-8" SW/DW 4-15/332 Cl" TO 6" 6'-0" 1936LB 1, II, III, OR IV 187SLB I, II, III, OR IV 1 V-8" SW/DW 6-00/480 0" TO 6" 6'-0" 2558LB 1, 11, III, OR IV 2558LB I, 11, 111, OR IV 10'-0" SW/DW 5.00/400 0" TO 6" 6-0" 240OLS I, It, 111. OR N 2400LB 1, 11, 111, OR IV 8'-0" SW 4.00/320 0" TO 6" 6'-0" 20291_8 I, U, 41. OR N 2133LB 1, 11, III, OR IV 6 -0" SW 3.00/240 0" TO 6' 6'-0" 16581_8 I, 11, III, OR N 1866LB 1, II, III, OR IV LOAD WIDTH OF UPLIFT ON RUNNER NHS 1. PAD SPACING IS END TO CENTER OF PAD. 2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER. 3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS 1. BUILDING ANCHORS SHALL BE "MOBILE }-TOME" 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 ROD 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'-C" TO 3'-0" 10'-O" 11'-8" 6.00 208 0'-0"'TO S-O" 10,_O" 10'-0" 5.00 174 O'-0" TO 31-0" 10'-0" 4.00 138 0'-0" TO 3'-0" 10'-0" 6 -0" 3,00 104 V_0" TO S-O" 10'-0" TABLE B 30" AUGER ANCHOR SPACING - DOUBLE WIDE SHED WIDTH LW' UPLI}f (PLF} END ANCHOR+* MAX. INTERIOR SPACING'*' 20'-0- 10.00 40U 0-0" TO S-O" 5'-O" LOAD WIDTH OF UPLIFT ON RUNNER LOCATION FROM ENO WALL OF AUGER ANCHOR NOTES SPACING BETWEEN ANCHORS COTES 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 2- ALL MEASUREMENTS ARC CENTER -TO -CENTER. 3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4), (1) ANCHOR PER EACH CORNER - ADDITIONAL INFERIOR ANCHORS ARE REQUIRED IF SPACING LS MORE THAN 10'-C" BETWEEN ANCHORS.. - 4. ANCHORS SHALL BE ON SIDE MALLS 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 WASHEP. 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 WffH 1/2" x217,PSON THRU ne BOTTOM PLATE OPTIONAL FOR "HIGH SET" BOLT & NUT WIT!'1 (2)2"x2" GALVANIZED1/2" COUPLER 2' 4- BOTTOM PLATE NAILED 1/2" COUPLER WASHERS (2.00OLB SHEAR CAPACITY TO 2'x6" P.T. BASE 1/2"x5" (400 1 CONCRETE 1/2'x12' FORGED EYEBOLT " I MADE a MIN. WEDGE ANCHOR INTO SIAH 4" ON. THRU 2"x4" P.T. BOTTOM PLATE , SEE TABLE 1 FOR SPACING) -------- EYES BOLT D TOGETHER WITH 1/2'x2" BOLT & kllr WITH (2)2'x2" GALVANZID WASHERS (2.000LB SHEAR CAPACITY) TYPE I, II, Itt. OR IV PAD WITH BLOCKING AS REQUIRED (SEE TABLE 3). 1 2'x3" 400 LB. CONCRETE WEDGE ANCHOR A-24 CONCRETE SLAB f3Y OTHERS THROUGH COP OR EQUAL LOCAL CODES AND JURISDICTION CONCRETE SLAB BY OTHERS THROUGH LOCAL CODES AND JURISDICTION SEE TABLE 1 FOR SPACING) 30" EARTH AUGER ANCHOR - SEE TABLE 4 FOR SPACING) -1SEE SHED WITH SKID SHED WITH 'NO FLOOR' OPTION SHED WITH SKID ANCHORED TO CONCIR ANCHORED TO CONCRETE TO PAD OR BLOCKING TIE DOWN DETAILS CODE VERSIOR MANUFACTURER SUPEPoOR SHEDS AGEkCY I D. s .NAL Smvr Rpl6TmEs BUILDING TYPE Ai YAt UR-En REs1 T01A1 rAWN slow4x Y-BCONSTRUCTIONTYPE FIRE PROTECTION NOHE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY LmLrrY - 14=ELLANEOIIs 11ALLOWABLENUMBEROFSTORIES1 BASIC WINO SPEED I Y_2oa"+ah EXPOSURE 0 ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD IOPsF ROOF LIVE LOAD 2a sl` OR 3001bv FLOOR DEAD LOAD ePSF FLOOR UVE LOAD STD 75PSF - 125PSF OPT. R- RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING t HURRICAtE PROTECTION USAGE ILO HURRICANE SHELTER U54GE No SQUARE FOOTAGE LESS THAN 720 SOFT. Druwa By: I) MTB Date: LLA 4/26/16 Scale: n N/A odel W ALL GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF.THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION, 2. THIS BUILDING IS EXEMPT FROM THE FBC Lij ENERGY CONSERVATION CODE PER SECTION 1015.22 m 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE. 0 fl 04111 Ld J z_ I L>_J 0 Z 0 Q - Q wCf) z Sheet Matthew T. Be!dWin P-E. Florida License 464608 AD-1 OF 1 I kECORD COPY REVIEWED FOR CODE GOMPUANGE pLpNS EXAMINER 7 'Zo .1 _ _- DATE S F Q Rt IL IN DNISIQN_ A PERMIT ISSUED SHALL BE CONSTRUED TO BE ALICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SETASIDEANYOFTHEPROVISIONSOFTHETECHNICAL CODES,THE BUILDING OFFICIAL FROM THEREAFTER ENT REQUIRINGCOS IN PLANS, NSTRUCTIONOR VIOLATIONS OFACORRECTIONOFRTHISCODE 417 - 2603