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HomeMy WebLinkAbout805 Escambia Dr; 17-2724; WOOD SHEDCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION ApplicationNo: Documented Construction Value: $ Job Address: 89 c slh ,b;c. 15cz, Z Historic District: Yes No19 Parcel ID: j ) q -S % S ` i Gl 00 000 Residential Commercial Type of Work: New Addition Repair Demo Change of Use Move Description of Work: 7:L jaZ A1 , 16 . cx.y,t ir. z .. a cka A, Plan Review Contact Person: Title: Phone: n (4,q ,` j Fax: Email: Property Owner Information Name Lyf h Q111.. Phone: q cif -? 9 U Street: 80S E c 1 cs Resident of property? -9,fs City, State Zip: y ,f F-k . 2)) 1 Contractor Information Name t, :nT I MWC Phone: Y S 6") q I Street: 1 \'Z__ _ l_ . Fax: City, State Zip: 5i_A ) 3Z» i State License No.: Architect/ Engineer Information Name: &." k, Phone: Street: zGo V fA ivo, pr r, a- `max 1 c)6 tU Fax: _ City, St, Zip:, ,f,,c C 1 `7 E-mail: Bonding Company: ;N Address: 1413 ? _ 5 5 9 +23 S"3 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: 0 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 ]CC 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. Signature of Owner/Agent Print Owner/Agent's Name Date t%-- q // : // -/ Signature of Contractor/Agent at Prij7tractor/A7ent's Name Signature of Notary -State of Florida Date Sig t gt.0 USA ANTONINI Notary Public State of Florida My Comm. Expires May 21, 2018 Commission # FF 125242 Owner/Agent is Personally Known to Me or Co rsona ]y owT'j to' Me or Produced ID Type of ID Produced ID T pe of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: COMMENTS: ENGINEERING: FIRE: BUILDING: 'X ta•2•(- Ok to install ? _x 1(0 ( 191 sgft) shed as shown on plarl. Meets area and dimension regulations for the SRzoning district. Shed must be a minimum of 20 ft from the side property line and a minimum of from the rear property line. Revised: June 30, 2015 Permit Application Spit & a66o ate6 Juc. Building & Air Conditioning Contractor CBC058707 - CAC 1.813242 Proposal L G , t k t We hereby propose to furnish the materials and perform the labor necessary to complete the following; Materials is guaranteed to be as specified, and the above work to be performed in according with the drawings and specifications submitted for above work an completed in a substantial workmanlike manner for the sum of TSt,or ,, v-1 (,zk-'` N dollars and no cents ($ 93CZ, Payments are to be made as follows, (phases) on deposit on completion Any alteration or deviation from above specifications involving extra cost will be executed only on written order, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents, or delays beyond our control. NOTE- this proposal may be withdrawn by us if not accepted within 15 days. NOTE- there will be a 10% collection fee for payments made after thirty (30) days from the date invoiced for draws and final payments for the completion of each phase of the project and every thirty days thereafter. Respectfully s I ed b irit & Associates, Inc. Reprisenitiv Da e The above price, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. WteDSignature 112 Fairway Dr. spirtiassocincCayahoo.com Sanford, Fl. 32771 phone 9 386 748 6791 Building & Fire Prevention Division SHED / GAZEBO PERMIT GUIDELINES All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: t Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value of the project. 8' Copy of applicable contractor's license issued by the State of Florida (if contractor is applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Owner Builder Statement / Affidavit (if owner is applicant). Two (2) site plans indicating proposed location and distances to property line(s). Shed 10'x 12'or less: Signed and notarized Shed Affidavit Gazebo 10' x 12' or less: Two (2) copies of Construction plans (legibly hand -drawn or drafted) indicating in detail how the structure will be built. All framing members and sizes as well as framing connectors must be specified. Foundation detail —how will gazebo be secured to the foundation Shed or Gazebo greater than 10' x 12': Two (2) sets signed and sealed engineered drawings. Wind design data required on drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I buildings. Completed and signed Statewide Product Approval Specification Form. Two (2) copies of manufacturer's installation instructions. Florida State Department of Community Affairs Approved Building. These guidelines were compiled to assist the applicant in preparing a Shed / Gazebo permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Effective: August 1, 2017 Pit Tien Lawson, Sicrµ;uiy- 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 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.floridabuildina.ora) for online renewal. If you have questions you may contact Robert Lorenzo at 3SO-717-1335 or our FAX at 850-414-8436. Please visit our website at www.noridabuildino.ora 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 cc: Professional Service Industries RiCR SC«V., Gove''rtlo: purvey ESCAMBIA DRIVE 80' PLATTED RIGHT-OF-WAY ASPHALT ROADWAY S 4 1.8' CURS BLOCK CORNER !a. •: 77.00 FNWCORNERNDIQ*'( D) OF LOT 1 N90'00'00"E(M) 76.88'(M) IRON ROD 58 00'(P) 58 00 0----, — — r 17.00' 04f.00 36,00' 22.00' N89'45'18'E(M) FND 12' IRON ROD132.88'(M) CONC 0.2' I OFF FND U2' IRON ROD I 133.00'(P) I onva I I 1 zo I I 1 1 .• I0.5' I 1 ENTRY 13.4' r...L_._....•_._.,_... I pSIQ ' K..._ 18.0' o I.._.. _ 35.3' p i o Q I fJ 00 00 I rPAO O RESIDENCE 805 PORTION OF PORTIONOF n- LOT 3IBLOCK191~ 53.3 I 13.5 4. CPAp LOT 4 1 dBLOCK19 NOT INCLUDED I O OO INOTINCLUDED E. 41' OF1IW. 36' OF I I i Z LOT 3 1 LOT 4 r w Ui BLOCK 119 BLOCK 119 2 In 1 1 O 13.5' Igv CD I Z 16 PAD PAD I.• I U ( I 1.a ON 04' t 9 OFF ION FND it2• IRON ROD c , , N89 59'33' W(M) 76.97 M 0.8' _ I FND 1r2" IRON ROD1 77.00'D3 OFF Nl 17. 00' _41.00' LESS THE S. 1dFOR ALLEY —3600' — 22.00' - 58. 00•(P)— A_ Ph,0'-rLAN LEN,--I. L,_i"T. Ok to install 12 x_1G_( i a sqft) shed as shown on pla . Meets area and dimension regulations for the Z zoning district. Shed must be a minimum of 20 ft from he side property line and a minimum of GRAPHIC SCALE lfrom the rear property line. 0 15 30 SECTION OF SAN LANTA wvnvnvV I V I tic1'LA I I YICKtVt-, AS RECORDED IN PLAT BOOK 4, PAGE(S) 40, OF THE PUBLIC RECORDS OF SEMINOLE.COUNTY, FLORIDA. BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 4, BLOCK 19, BEING N 90°00'00" E, ASSUMED LIST OF POSSI©LE FtJCRc1ACIIr,1ENTC,: FENCE ALONG WEST LINE -FEN(' F ALONG SOUTH L.INF IS ON AND OFF LO'r LEGEND FLOOD ZONE INFORMATION DLS #: 17. 06.0035 (FOR INFORMATIONAL PURPOSES ONLY) NC • AirConditbner CNA -Comer Not 0.ccesible SET UP AND INSTALLATION OF SINGLE WIDE SHED GENERAL NOTES &SPECIFICATIONS FOR AUGER ANCHOR Table 4a o+D+12D+2 _ 1 BUILDIN G 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 OF THE BUILDING 13 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 " AUGER BIT AND THE EYEBOLT(or ?'"threaded rod) IS FASTENED INTO PLACE. THE HOLE IS DUG FOR THE 30' EARTH ANCHOR AND BACKFILLED. per manufacture guidelines). THE EYEBOLT AND AUGER ANCHOR ARE FASTENED TOGETHER WITH A J" X 2" BOLT & NUT, AND (2) 2" X 2" GALVANI2ED 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 11. OFF OF RIM OF JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND A A-24 SIMPSON BRACKET OR EQUIVALENT IS PLACED OVER THE WEDGE ANCHOR. A 2' X 2' BOLT AND NUT W1(2) 2" X 2" GALVANIZED WASHERS ARE USED TO ATTACH THEEYEBOLTANDA-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 41" 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. 2• X 2" FLAT WASHER W1)" NUT 2' X 4' BOTTOM PLATE X 12- FORGED EYEBOLT 2" x 6' RT- FLOOR FRAMING OO SIMPSON HS-24 CLIP(870# UPLIFT) orequivalem' X 2" BOLT W1(2) 2" WASHERS SIMPSON A 24 CLIP T or equivalent 1) }' x 3' (1,200 UPUFi RATING) 4" min. EXPANSION BOLT OR WEDGE ANCHOR INTO SLAB Q(spadrtg per taN. 1) ACHED At SCALE: N.T.S. x 2" galvanized washer th 1r nut threaded rod ee coupler L' bait & nut w/ (2) 2" x 2" nized washers(2,0004 capacity) 2• forged eyebolt MC311e auger anchor STRAP DETAIL sple: n.Ls. SIMPSON HS 24 CLIP—: or equivalent TYPE 1, 11, Ilf or N PAD WIBLOCKING AS REQUIRED - CONCRETE SLAB BY OTHERS THROUGH LOCAL CODES AND JURISDICTION 1. Building anchors shalt 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(floorsystem) and attached to anchor. TABLE 1 Shed Anchoring Io Concrete Slab TABLE 2 Runner Spacvtg Shed d #U E20Sd max.wr x" 9hed ihiS 8" T-6 11Y 1 2900 1 LF 6, 120# LF 3 Values lium end of joist to centers of (2) 4." 4'sldds only, 13'--8" wide sheds have (4) set of skids TABLE 3 Support Fuming Pad Sparing for Runner Blocking forSingle w;r.; sW) a' Double Wide Sheds(OW) S saip6m PadFed Pad Side R v e. InterbrV Side Runner Shed Width T LW -PLF End Pad Max. S Pad T. Pad Pad 7 1SWQWl 4.15.1332 W - fr 19364 J. IFJFO-r-lv1879# I If III or N I'-8" SWMW 6.00' 6.0" 2ru5g 1 IL III or N 2556# 1, If 111 ar IV10' S WNW 5.00` f {p0 0" _ 8" G-0 24004 f II III Or N 24004 it, 11 Ill or IV D• - 6" I G-0' 2029# I. II, Ill or N 2133 or 6 SW 3.00.1240 0" _6"VT85e# 8, III or N 18mm i, Il, ill or IV N..rea.• 1. Pad spacing is end to center of pad 2. Pads other than end pads sparing is center ro center 3. Use same max_ spacing for fitemor spacing T 1. Pad spacing is end to center of pad 2. Pads other than end pads sparing is center ro center 3. Use same max_ spacing for fitemor spacing T Pad Dimensions Max. load" feria{ 1 - x x 1 1,7784 xnCrete bock uali cement & sand mix 3 50tNr ncmto bkxk qUalltV commit & sand mix AI 16" x 16" 3 950# ABS Pads concrete b oc ual ty cement & sand mix toad width on runner. Based on 2,000 PSF Soil Bearing Capacity (2,MG PSF is typ.) NOTES: . 1. Hollow or so`'ad concrete blocks may be stacked on pads for high sets up io 48• max. without reinfonang. 2. Pads required on i t'-8' & 13'-8_. sheds only. x 2" FLAT WASHER WIZ NUT 2" X *'BOTTOM PLATE Anchor Spacing of Auger Type Anchors for Single Wide Sheds au Lye AugerA ONO Sh xl LW U iftP A chop" ax. tenor 7A 243 1 to 1 .-0.. r-0ro too 1-wi 104 1 V-0" ro 3'-0" Table 4b Anchor Spacing of Auger Tyne Anchors for Double Wide Shark 30" E e AM Anchor LEe i End A Max d 1 4 to 3 G-0• Load width M upfift on runner Location of end auger anchor or slab anchor Anchor spacing example: 30" auger anchor or J' x 3" expansion bolts. Notes: L Anchor spacing is based on a 3 seaxM gust at 180 M.P.H. for a Exposure'C' Enclosed Building per ASCE7-10. 2 All measurements listed above are center to comer of anchors. 3. The mktimum number of auger anthers is (4). (1) @ each corner of shod for st ads tens in length than the maximum. 4. The minimum edge distance for expansion belts is 8 diameters or 5"+or t expanslon bolts. S. Anchors shall be on side walls except when shed is placed next to existing buf[ding, In which anchors can be placed on and walls 89 dose to sides as possible. 2' X 4' BOTTOM PLATE NAILED TO TX 6" PTBASE CONCRETE SLAB BY OTHERS THR LOCAL CODES AND JURISDICTION X 12' EYEBOLTOR } THREADED ROD (IF NECESSARY) W[ni 2" X 2- WASHER AND NUT (ZOOM CAPACITY)lt UPLIFT z' COUPLER IF NECESSARY EYEBOLT AND 3W AUGER ANCHOR FASTENED WI? X 2" BOLT AND NUT W/ (2) 2- X 2" FALT WA GRAQE_ SEE BUILDING ANCHOR DETAILS 1) Z x 5' (4004 UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB THROUGH 2" X4' BOTTOM NOTCH OR COUNTER SINK BOLT THRU TX 4- PLATT E T 4" min. I SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE: N. TS. SHED DESIGN LOAD REQUIREMENTS FOR THE 2014 FLORIDA BUILDING CODE 5th Edition 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 !tie 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) z DESIGN CRITERIA BUILDING CATEGORY 1 CONSTRUCTION TYPE VB BUILDINGTYPE ACCESSORY STRUCTURE WIND V ElOCITY SW780 MPH. (OW 190 M.P14.) MEAN HEIGHT 9.85 ft. FLOORS 1 ENCLOSURE CLASSIFICATION ENCLOSED FIRE RATING - NlA SINGLE HELIX Eff AUGER ANCHOR SCALE: N. TS. E$IGN PRESSURE FLOOR LIVE LOAD = 75 PSF OF'T10NAL FLOOR LOAD = 125 PSF FLOOR DEAD LOAD = 8 PSF ROOF I. NE LOAD = 20 PSF ROOF DEAD LOAD = S PSF INTERNAL PRESSURE COEFFlGIE.prf:,3ak: a2-z3- 2o1z 02-29- zolz o4-D2- 2012 05-02- 20[2 06-18- 2015 O Z N r/y 0 Ina ¢ W i] is S a° mom J ma •OOOO,6W WM FA 71 % h SHEET 1 Clealon, Jr. P.E. Of PE #35816 201-5-06-02 2) 2 x 4 spruce headers and (2) 2 x 6 - - h r r r r n - _. - - SET UP AND INSTALLATION OF SINGLE WIDE SHED ...._ - _. t' x 4• bridg' 72 • ' ' 7 b r .r, D.r 01-0i-2012 s aluminum eave _ P-C pine each aide non Ioed beadrhg ,,, - : a,,;a ,n„" 1. BUILDI !G 4S PLACED N REQUESTED LOCATION ON SCHEDULE 4a P C TO ALLOW FOR MOVEMENT TO PLUM OF SQUARE 02-23-2012 .. wind bracag) (2) 2 x 6 p.L door bucks added- "" Q 5 when garage door klsla8ed - UNIT TO HOUSE. FEINC£. PROPERTY DNE. ETC.' - - 02.27-2012 um#m,m rod when garage door Installed 11 dotble anches for garage dons 3' x 5• (WTek) CODE REVIEW 7 is AND THE HIGH SPOT OF THE GROUND 93 ESTABLISHED THE BUILDING 15 BLOCKED ON THE HIGH 03-13-2012 r.R,estr?ns SPOT AND LEVELED, THE OTHER END OF THE BUILDING IS BROUGHT UP To LEVEL AND BLOCKED. THEN THE COTTER OF 02-2E 2015garagedoorsinsconnectorpianot, .s _. 5-tr=_. THE BUILDING IS SUPPORTED TO LEVEL, BLOCKED AND SHIMMED. t x 4 brtdgfng (ryp, ° - Ten. max: or equivalent - 223,39 3. AFTER THE BUILDING IS LEVEL MORE BLACKS ARE ADDED To ACHIEVE THE COIxRECT SPACM o vridtll 6' I I ECc#st S. k it!-.;.i L. Ycary, 3€ 4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRLLLLEP THROUGH THE T X #- DOOR E > the 8'-8` T-O" Arch Detail for pkess plates i a ceuca Ls BOTTOM PLATE mTm A 1`AUGER B#T AND THE EYEBOLT is FASTENED INTO PLACE THE HOLE IS DUG FOR A Sir EARTH ` IL SrhIJS, > FII ANCHOR AND BACGaJ.®. THE EYEBOLT AND ANCHOR ARE FASTENED WITH A - X 2' SOLT ANO NUT Windom ( See note 2. 3, 8 4 vHJ'if3 - . x'4" G{nC3png scale: mts. 5; IF THE UNIT G TQ BE ATTACHED TD A CONCRETE SLAB THE BUILDING IS SET ON THE CONCRETE SLUR AND SHIMMED UP open€ ' a wait anchor details TD LEvEL A: }- HOLE #S DRILLED MATH A NAWAER DRILLINTO CDNCrat E SLAB t k OFF Rai JOIST. THE EYEBOLT IS FASTENI IN ;- THROUGH THE BOTTOM AND A (A-24 SIMPSON CLIP) IS RACED OVER THE _ t WEDGE ANCHOR. A 1• X i BOLT MO NUT wu) END ELEVATION WITH DOOR TWO SKID MODES _ Simpson LSTA-18, USP LSTA-18 T WAsnee tB USED TO FASTEN THE EYEBOLTAND samsar CLIP TOGS KF- sca: Hurricane Soap or equivalez GENERAL NOTES 8 SPECIFICATIONS FOR AUGER ACHORS I: eS studs) 1. BUILONG SHALL tP I/DM.= TYPE Irk ANCHOR MANUFACTURED BY HOW PRICE OF Sea detals DelOw .`T LESS THAN 4.90ON aluminum82fdLNGSYSTEH2O('+i2011ND PER LOCAL "OLDiNGPOWERBUILDING HW(DItiG OODE.(BY DEALER) LOCATE ANCHOR SPACING PER TABLE 4. 1 reel,-,-- v *-., D siding 12 Slmpeon HS-24 USP RT•fi 1 EYEBOLTS SHALL HE PLACED TFKTOt1GTi THE BOTTShad OMRATEANDFLOOrtSYSTEM, CODE REV t varies- i 5 single or double Clip or Table iAnchor Table 2 Runner Sparing F r Wide arch -_ max. n a - INS : s ^-f wind bracing) m m 1 -8' 1'-10 B'-1 T 6•-N typ. an comersj _.... .. > 2 x 4 header W .... J*_ X 12' EYEBOLT :#'...... _ _ _ '- € =ss0_. TYPE 1, #1, or III CONCRETE OR - F -r- mobile home door T 'I" x 4' brldgtng(wind tracing) ASS PADS W! BLOCKING AS it , , - ,e rt, i.I optional) 2 x 4 wads {typ.) REQUIRED .. j- '"" "r0" AUGER ANCHOR E grade _ rxVblocking7 x 4• be ... see well anct" details. $ Values from and of joist fa center of (2) 4 x 4 skids Sri . I T-W wide sheds have (4) Sato M sids. SHEDWITHSK#D ATTACHED y p# g>e '2 z 4 bottom plats I lfz- _ t NLrd anchor batted Support Ide(D Pad Spacing For Sirgle Witie(SW) a 2 x 6 p.L end rai z together wi}" x 2` bolt and Table 3 Double Wk1e(OW) Sheds. ,M WSI hurricane, sbap(t 8. use ' 2• PIY rd ISOMETRIC OF SHED 3W tng plyboard or advantage - 4 X4 p.t Skids (2) r x r galy. washm Simpson LSTA-1tS. USP r ca{s: nds. LSTA- 18 or equvalent END ELEVATION FOUR SKID MODEL 2" x 4' stud K'v and i' nut wf14-( 16d) nala r x 6' skierP sue: I- = 1, for # nformailm not shown see and eleva6m mitt door ' x 4" header WALL ANCHOR DETAILS - ts UTSIDE WIDTHS - i rc')• vt`.rTit /I IfE rIaCd 1(Ir 45L a) IttINPM- ik -!"Ii E.lL].i[1fli e.'tid3alilBE y®oiF- i1iR'*11;oift[t.l111123f1t ilii: iiE"Lr=• „ •rI ,{t>t[%]il•7ZTS i'•L.r i Ir..'jll itz 4Y.3i Ar1RTt 1lT tltif17. rT E1teiYQi I]ii 1 L.kl r.ri uu u'sL' rrT=,.Irrl.!( EIf LYFY?liH tZi]L 7([iF,II i[13• aaiE' i4r k „ Lri7$k i'I%II'1ZrK flrt'.r,1 lL I iL• d::!<i t Sil# t o ro x n 4a-( r max- length .. ; ' +, - ., . j J . - 8', 8% 10% 11'8", or ITS' Simpson TP35, USP NP-35 N V Il Pad spacing Lv and to kxiktr orpad z 4` ttpwte,s. g ( •) 12 mate or aquivafent 2_ Pads other than and pad pacing le rotator is comer x6' .L rrarrin 'wM (10d) Pegs 3. Use same mazhnum s ' for Interior mmnars.. 4" x 4" header' I - F extra 4' x 4' runner required m '. . 5 z x con t t3'- 8' wide steeds see arch duets .4et .&.-. 16' ok sand mix 1 x joistapadng; Hued tongue 8-. _ Br+ e ply wIadditional 4"x 4' • Y %r square lased width on nx.r.Y mID Slnmpsm runner USPRT-6 3' z S (Mk-Tek) cmga#v. washer wl 'nut Based on 2,000 PSF Soil Bearing CapacRy(2,000 PSF is typ.) Clip or equivalent Installed at 10 required or' X 3. (. Notes: X / Y ad e between equivalent - Ym°#t 1. Hollow or solid concrete b 8xBx76) me be ataCited on pads for Wo sets up to 46' without minkacing floor joist and 4" x 4" runner Simpson HS- 24 or rating) expansion ba f wkfe I orweaandTorinto2. ABS pas regwred m i 1'-a' 81 '-8` buB be s any USP RT- 8 Crp or - d9 ut Zi uI.. _ aM3 o z rn ac a-' w x r x 6' p-L plates for shads over. .., equivalekd slab (per table 1) Table 4a Anchor Spacing of Augur Typo AnchoPs For Single Wide Steads 0 f. 16' iri length ,..: t8g (xY 3- x 5' MiTek Connector plazas (8704 upld[) or equivalent ( both side) T Z x 2' bolt w (2) n 7 x r flat - - 7 4 i 5 2 x r x 4` bottom, : - 4'ym#n E Lc' plate( typ) all • : to FLOOR F14" RAMlN PLANaround .. Y x #" Cmsauedah Concrete Slab by odleea $HEO Wl''L, KID ATTAGHtFUANCHOFY,D r - LLI , 7. 4', -• ' - x4 door ne nier • :- Local Codes B luLisK&tlon - e TO CONCRETE Table4b Anchoring Spacnn of Au- - - Type And" For Doubts Wide Sheds v a U_ Z IL m typ: 2 x 4 under header apply v j ' i v g. x 4` bdtlg6g(wir#dbraang) . • Max. 0 £ v 2 z 4 berlt(typ) Front and Burninum dKxirskn on into 1)' S. uon rtauter or slab anchor wrdackga anchor ArKt "Location Is esamp - Les. 30 auger or J' x 3' expansion belts. e n 4. y4'. wiritlow'header`I I v concrete stab at spacing ANG40R NO7FS: - r4 gym Concrete „lab by others per table 1) 1. ANCHOR SPACING IS BASED ON ASCE 740, FOR A CATEGORY I ENCLOSED BUUKNG OP. "C" 2. ALL MEASUREMENT ABOVE ARE CENTER TO CENTER OF ANCSIbfi". E b 2' x 4'widow silt Local Codas & jurisdiction, t 'Win"' DIY notch or counter sink 3. THE MINIMUM NUMBER OF ANCHOR IS (41 ONE Q EACH CORHEFt OF SHED FOR SHEDS LESS N LENGHT THAN THE AIAXL2%IM . E 10r x 4' botulm Nate T&G p#yb Lard OPTIONAL WOOD FRAME bolt through2 W 4. THE WHaMUM EDGE OBTANCIE fOR l7PAt13lON BOLTS t5 8 DkAlIE7FR5 OR S` rQfi A j". EXS+ANSIaJ BLiT_ t: ANCFlOR. 4 SHALL 8E O!4 SKIS WALLS EXCEPT YVHEN THE Stl®19 PLACE TO AN NG BUILDING. IN WHICH CASE 00STi ssrtpaottts- 24, USP R7 s cep DOOR CONSTRUCTION 4'rmin L Y x 4" bottom prate nailed to ANCHORS CAN BE PLACE C•1 END WALL AS Ct.O3E A3 PC3ss:E E'TO sivE WALLEL r x 6' p.t base It I f or equivalent ( W) am studs wall anchor deters SCALP N. TS- Shed With Floor Remove GENERAL NOTES: Anchored to Cmxxata for mtveek.+ iorl 1. ALL BUILDINGS FROM 0 SQ FT. TO 720 SO. FT. ARE EXEMPT FROM W#ND-BORNE -DEBRIS IMPACT scale i }' = 1'4' SiDE fi- 0• ( mar.) ELEVATION W Ti•I DOOR & WINDOWS STANDARD PER FLOWDA STATUTES. 2. ALL BUILDINGS FROM 0 SQ. FT. TO 400 SQ. FY: ARE FOR USE WITH ONE AND TWO FAMILY safe}" = 1' 4 2' x 4' bottom plate RESIDENCES ARE EXEMPT FROM DOOR HEIGHT REQUIREMEPIfS PER THE FBC. fA2 p. L 2 x frame (typ) 3. ALL COMIVERCIAL BUILDINGS AS WELL AS RESIDENTIAL BUILDINGS 401 SO. FT. OR GREATER 7-0' - r x 2' squere gatennatl MUST COMPLY WITH THE 6'-W DOOR HEIGHT AND THE MIN, AND MAX WIDTH REQU€RFJMENTS. m ryp.) - 12 I bC x 12 114' rough steel washer wish j" nut 4. ALL BUILDINGS 400 SO. FT. OR LESS WITH 72' DOOR HEGHT ARE ACCESSORIES TO d g 78G pyboadRESIDENTIAL STRUCTURES. Z i' x 4• - bracing) 5. THISPLAN AS DEIDSIGNED PER THE M ATHEFSCR - el p.t S. FASTENERS FOR ROOF AND WALLS SHALL BE SC,OTS@TRUGRIP METAL TO WOOD FASTENERS C`_1 Y x 4' berlt{fyp-) bottom P• AND SHALL BE 9-15 X 1" OR EQUAL W! 1'(MIN-) a HREAO PENETRA7*N(fYP.) T. GUTTERS TO Z 1" x #' wired brace ( typ.) at 2` x 6- side rail BE INSTALLED ON SITE BY OTHERS THROUGH LOCAL CODES. a ; W d' piyboard DESIGN gfour Carriers 2x6p. tsiderail Forged Eye Bolt or#'rnreededRod SHED LOAD REQUIREMENTS FOR THE: zip_ 2'T&Gplyboarplate 2014 FBC- 5th Edition, 2011 NEC, 2014 FFPC z TSG pyDoand 16' to 24' Couptingifkecasseryfwlevd -. set i hereby certify that 1 have reviewed these plates along, With all budding materials and w of M R e n Simpson ttS-24. USP H^r24 Chi or equvvalenr t {Lyp) at1 studs 12' t jYl7ROVENT DETARS scale: V = V-m eyebolt and anchor botred x tr Forged Eyebat components used in the manufacturing of the sheds. The material and components either Z a, O -2 wall anchor details togetherw1}'x2" and(2) 2• r and have a Florida Product Approval as required by the Florida Building Commission Ruje 9N-3) Q o SEE SIDE ELEVATION WITH DOORS AND - for connection x galy. washomm nut 30` Hurricane Anchor or. Were analyzed using the VA 'Stress Design. All materials and CCXTRRip teC7Lll l Y.\34tf1 rite W m J WINDOWS FOR INFORMATION NOTSHOWN 2014 Florida Building Code, the Florida Manufactured Building AcCand= ,,srd trs tl'! f -. v . SIDE ELEVATION N.E.C. for a category 1: Enclosed Building, Exposure 'C", with a wirtr)'v6fc,'A scale:"= t..,, scar.:nL6. three second gust) WiR1NG DIAGRAM optimal electric) N Q state ohs Ail wing shag be Inc L Q cable 14 3 wire DESIGN PRESSURE RDGF WALL rT FLOOR LINE LOAD 75 PSF (}; " + f• : ' X " - DESIGN CRITERIA FLOOR DEAD LOAD a PSF 4 UItDiNG CATEGORY t . ROOF LIVE LOAD 20 PSF POOR DEAD LOAD 6 PSF 1 SINGLE HELIX UILDING TYPE ACCESSORY STRUCTURE INTERNAL PRESSURE COEFFICIENT r/- 0,18 Ate{ ER ANCHOR ONSTRUCTION TYPE VB of 1 see table 4 for spacing C D VELOCITY MPH m encase in a ntretei -. - scale: nis. OWABLE q F FLOORS I PAT G.F.I. outlet boxes CLOSURE C iLAASS' IFICATION ENCLOSED EAN ROOF HEIGHT 9A5 A. RECORD COPY REVIEWED POR CODE COMPLIANCE PLANS EXAMINER io .Z- (-7 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 ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 1 7 - 2 7 2 4 gV1LD/NC SANFORD O' OARTM REQUIRED INSPECTION SEQUENCE BP# 1-7, 1-72-q Address: 10, BUILIDING (PERMIT Min Max .. Inns 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 Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) REVISED: June 2014 Min Max Inns ection Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Nfin Max llns ectn®n Descrn tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final I 1MIE6HANICALPERNII Min 11M[ax Mechanical Roug Mechanical Final Min -I -Max ]Ins ection Descri tion Gas Underground Gas Rough Gas Final