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HomeMy WebLinkAbout441 S Elliott Ave (3)'t D L"t) CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION DEC 0 8 2016 ApplicationNo: ��P • Z �O -Documented=Construction Value: 4%b Address: �'% �'/ % S, 1 l51 h rla_ /yL Historic District: es El No LJ' Parcel ID: Residential Commercial ❑ Type of Work: New Addition ❑ Alteration❑ Repair ❑ Demo ❑ Change of Use 13Move E Q Des`iption of'�'M: T/) �kIlin`q pH -6b alrlmIlU1,w► 5A"Od 01-, �I gW_erf44 1 okI�l Rlandte,,%iew.C-.onta_ct,9erson: PC) ber* %c%, l /Gr2 Title: 8ho>fe• �(02-6q'7-32�& Fax: .Emaa 1p rat'12 Ileo (i) hGY2222"/, �DYYI P.r-eperty.O.wner lnfermation Name f<�C)lJP✓^4' kag6Pn W4 Q Phone: V19 Zs47--3 76, Street: —}� Resident City, State Zip: r Contractor Information Name Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: 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. 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 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 1 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, ti 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. Sig cure of Owner/Agent We Signature of Contractor/Agent Date Print Owner/Agent's t� IM . Siinature of Notary -Su Florida Date ♦ . ' •, JOANN M. JOHNSON MY COMMISSION 1 FF GW EXPIRES: March 23.2020 Bonded Thru Notary Pubic urderwrilero Owner/Agent issonally Know M or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Print Contractor/Agent's Name Signature of Notary -State of Florida Date Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas[:] Roof ❑ Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes❑ No ❑ # of Heads APPROVALS: ZONING: Z t-AWTILITIES: COMMENTS: ENGINEERING: FIRE: 0#X ►8, S I # of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: lZ•14•I'le I OCcc ►aid Revised: June 30, 2015 Permit Application E REQUIRED INSPECTION SEQUENCE BP# IG . 323b Address: BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our 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 ELECTRICAL PERMIT Min Max Inspection Description ' Electric Underground. Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final rn7Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final Min Max Inspection Description Gas Underground Gas Rough Gas Final �L a "P I 15 61 I OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Rev. 9.14.2009 I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. / 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, 1 am the responsible party of record on a permit. I understand that 1 may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed 4t,% in his or her name instead of my own name. 1 also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. 1 understand that I may build or improve a one -family or two-family 'residence or a farm outbuilding. 1 may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that 1 have built or substantially improved. myself is sold or leased within in 1 year after the construction is complete, the law will presume that 1 built or substantially improved it for sale or lease, which violates this exemption. 1 understand that, as the owner -builder, l must provide direct, onsite supervision of the construction. 1 understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom 1 employ have the licenses required by law and by city ordinance. 1 understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 1 understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. 1 understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 IG WE %4 7bperty Address: q4// S, //eD7V- Azo SCh 41 Fc- 322714 1, a tcetworrIK4f,7 , do hereby state that 1 am qualified nd capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Form of Identification (Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, 1 will abide by all applicable laws and requirements that govern owner -builders as well as employers. 1 also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 1 am of aware of construction practices and 1 have access to the Florida Building Codes. I understand that 1 may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida �`► Construction Industry Licensing Board at 1-850487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand 1 7A�✓ that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. 7bperty Address: q4// S, //eD7V- Azo SCh 41 Fc- 322714 1, a tcetworrIK4f,7 , do hereby state that 1 am qualified nd capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Form of Identification (Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 F p d RECORD COPY FIA Manufactured BWft f�ogw Busines (�� '�Of� Mane Professional TaWvssee, Flonda32399.0772 Regulation Phone: aso.487.1f124• Fax: &W.414.801 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 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 850-717-1835 or our FAX at 850-414-8436. Please visit our website at www.floridabuilding.oro 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 �VILD/NC SANFORD O��OARTM0� #16-3280 Sincerely, ,Q Robert Lorenzo Manufactured Buildings Program Rick Scott, Governor REVIEWED FOR C DE COMPUANCE 00 PLANS EXAMINER 12-o '� J 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 RCONSTRUCTION OR VIOLATIONS OF THIS CODE Iry •.uy n,vn. ...vu„ - wn�,., u, �. , v..�.,+v - ..,,..., w,.vov.,v.+, . un w..wv..w. ou..a�y�u, ..,�n.bvrbn.un...vm Legal Description Lots 48 and 49, FORT MELLON, according to the plat thereof, as recorded in Plat Book 3, Page(s) 69, of the Public Records of Seminole County, FL. Communitynumber: 120294 Panel: 0070 Suffix: F F.LR.M. Date: 9/28/2007 Flood Zone: X Date of field work: 4/15/2016 Completion Date: 5/27/2016 Certified to: Robert A. Walko; Kathleen A. Walko; First American Title Insurance Company; HomeBrgff Finajj 1g,e� Services, its successors and/or assig'is'..APPROVED PLAINS 118.7'(D) 118.68'(M) v� l6 Y1$tCtl� Il'it x ($',SL..d . . 15' ALLEY s' ASPHALT; Iota fib h $'mown wf - �' s'oN rtn'Y1iV VM N' note rrJtAI-t 3382" o LOCA77ON SKETCH Nor ro scut LOT 47 Li -6 cow e ce-'e -jo tie 10 It CrAv ecKT wo,I 1 £R PLAT Tv SCALE.1"--40' C'4 to f\ r � yo 141.31'(M) 179.57'49"' 99.57'(M) 140'(D) /I ,,(..M�) 99.35'(D) FIR 1/2" FIR 5/8" LB220 Gly V r, r, 3'x4' N 1.5' , A/C �i •0.0- Wire FenceD.U.E. 17.5 0 40.0' Drainage d Utility Easement •O•D• Wood Fence D/W Driveway at _ Overhead Utilities ESMT Easement TLRR.Power Pole E.O.P. Edge of Pavement W.M. Water Meter E.O.W. Edge of Water p Asphalt ENCR Encroachment ® Block Wall F Field ® Brick/Pavers FO Found L� Concrete FD N&D Found Nail 6 Disk ® Covered Area F.C.M. Found Concrete Monument CL Centerfine F.I.P. Found Iron Pipe Q Central Angle/Delta F.I.R. Found Iron Rod Line Break Not to Scale L Length A/C Air Conditioning L.B. Licensed Business B.R. Bearing Reference M Field Measured B.M. Bench Mark M.H. Manhole CAN Cable Riser NSD Nail 8 Disk C Calculated O.R.B. Oficial Records Book C.L.F. Chain Link Fence ONPL On Property Line CH Chord PG. Page C.B. Chord Bearing P.V.C. Vinyl Fence CONC. Concrete PVMT Pavement C.M. Concrete Monument RC.P. Permanent Control Point COV. Covered P.R.M. Permanent Reference Monument D'Description or Deed P Plat D.E. Drainage Easement P.B. Plat Book LOT 48 LOT 49 0.6'ON z FIR 1/2' LS3382 0. 0 Q,, %r., LOT 50 Z 3'x4' N 1.5' , A/C �i 10.6' in 38.1 17.5 0 40.0' W N 28.0' 7 Z3. c0i ' • 17.3'. 40 9' I 20.0' rii 18.0' WELL CONC ~ .5•CONC COVERED I TEPS N CONC V) .0 r�J 's 7• : i _ CONI 1 I LOT 49 0.6'ON z FIR 1/2' LS3382 0. 0 Q,, %r., LOT 50 Z 3'x4' N 1.5' , A/C �i �v lt) 00 in 38.1 �? ONE STORY d N RESIDENCE 20.0' rii 18.0' 10.20' CONC ~ TEPS V) .0 313. FIR 1L2" in N n 2' GUTTER T to _ ELLIO T AVENUE _ R/W VARIES (IMPROVED) 118.7' (D) Property Address: 119.01'(M) 441 South Elliott Avenue Sanford, FL 32771 r r. w1 r. n ■ 1►,�•rr. 0 13. Recertification does not indicate an .....�... , ......., 14. Unless otherwise noted, good zone P.E. Pool Equipment 1. Legal description provided by others. information provided by others. P.O.B. Point o1 Beginning 2. Thee may be additional easements and/or 15. Septic tank and drainfields shown hereon P.O.C:' Point of Commencement restriction either recorded or unrecorded not are approximate only and are based upon P.C.C. Point of Compound Curve shown hereon that may affect this property. visual location only No attempt has been P.C. Point of Curvature 3. Underground portions of footings, foundations made to verity their location. Client must or other improvements were not located. consult with the appropriate utility location P.I. Point o1 Intersection 4. Building ties are to the lace o1 the wall. company to confirm the actual location. P.R.C. Point o1 Reverse Curvature 5. Only visible encroachments located. 16. The closure of structures may not be precise due P.T. Point of Tangency 6. No identification found on property comers to building imperfections and decorative fnistm. P.O.L. Point on Line unless noted. 17. Pools and/or patios may be drawn as an P.L. Property Line 7. Dimensions shown are plat and measured approximation and not fully dimensioned R. Record unless otherwise noted. due to Irregular shape. R/W Right of Way 8. This is a BOUNDARY SURVEY unless 18. Fence locations along property line may be S.I.R. Set Iron Rod 8 Cap otherwise noted. exaggerated for clanty. SWK Sidewalk 9. Not valid unless sealed with the signing 19. The %tu extent or existence o1 riparian TEL. Telephone Facilities surveyors embossed seal. rs noted aced hereon. T.O.B. Top of Bank 10. No title commitment used in the preparation . Thisslaveymeets appGcahe eon. yrep menronls TO. Typical o1 this document unless noted otherwise. 21. This survey s a s rnrmum 11. All lines are not radial unless otherwise no . TecMical S03 pro by • Board U.E. Utility Easement 12• This survey is not to be used as a sit plan of Land SJ the Florida W. F. Wood Fence for construction of any kind. Administraf a Code. 473, Statutes. W.C. Witness Comer I hereby comdy the$ the survey is a true acrd WWI repruentalmn a surve peporsd u r di sawn. Ralph Swerdlofl etered Lord Surveyw No. 3411 Raymond Paul Sutherland nepelered Surveyor aw Mapper No. 6477 L.B. 7132 APPROVAL 2015-06-02 (2)2X4spruce headers ad(!)2xs _ .��• SET UPAND WSTALLATI0NOF5MG1EWME5HH7-► _• 72-••.•rP.t. p6m oedrelde riari toed boal4ig- — ...-.+•�-T`+'�'!�.+�. �•'� ,.9I)lnwO lS iIAC®N(ESIED lDG�1CN ON 5C7�1R£fORC TO AtLOWIdtuOYBENf TO PILY OF SOUAitE :02-23-2012 . calors-T-__���.--- --- '- 1 -01.011-2012. �• ( d br�ta) (2) 2 x B p.L door budoi added— Q 5 when garage door Installed - tear TOtAX LSE, i�CE gRov6RYtre1;E7C _ _- — -' ` -_ --- - - - -- - — :02 -27.211112 - mad 02-27.2mz- - - - — 2- X 1' root when � door Installed � � double aches few garage doors 7 x S (MlTek) 03.13.2012 . 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Lhrvigh 7W L THENBa1a1M E)GE ORTANIE FOR EXPO ONBOLTS IS a bUIET%Jis OR 6'FOa A i•GWMM.N BCLr ro ; T&G plyboMd OPTIONAL. WOOD FRAME r r x 4' bomorn plain ro7ad b a ANOMIRS aHUL BE ON seta; WALT EXCEPT MdM TFF S M 15 PLACE NE1RroAM ddsmi0 mnOBeG a wUQI CASE I : 4• MCI$=CAN BE PLACE ON ENO WAIL AS CLOSE AS POSSISM L.0 =6 WALLS Hs24l1SPriTaCrq DOORCONSTRUCTiON i rXB•P.Lba:a ae�uitrarartl(pq)eY�rds SCAL.E:N.Ts GENERAL NOTES ' wall arwhardehais Shed Wblt Fisc ReI And,aea m Co,uma 1. ALL BUWINGS FROM 0 SQ. F7. TO 720 SQ. FT. ARE EXEWT FROM WINOZORNE -DEBRIS IMPACT 6'-0' (�) forSTANDoornecliort scdc 1 I• ` r-0' 2 ALL toRD D PER FLORIDA FROM SQ. TUTT'O OO SQ. FY ARE FOR USE NrtR10NE AND TWO FAMILY SIDE ELEVATION WITH DOOR & WINDOWS 3cvb k =1' 92 2 X 4 fiame r x 4' bottom plat RESIDENCES ARE EXEMPT FROM DOOR HEIGHTREOUIRB�JTS PER THE FBC. P L lbP) 3. ALL COIF ERCLAL BUILDINGS AS WELL AS RESIDENTIAL BUILDINGS 401 SOL Fr. OR GREATER 7'7 r x r ar two gaAanhAd MUST COUPLY WITH THE Lr -W DOOR HEIGHT AND THE MIN. AND MAIL WIMH RESIUNtEMENTS. RYR) 72 tr4' x 121r4• rotgh ede�l T8G plyboad 4 R�FSIOEN IAL STRUCI 400 TURES. R LESS Went 7T DOOR HEIGHT^RE TO Z T r {' bridgbig(e Ind bracing) *PC" S. FASTFENEERS FOR ROOFIS PLAN WAS �FAAND WALLPER S SHALL SCOTFBC AND THE S@7MJ R1P VUAL TO WOOD FASTENERS O > 12 tH' d 02 W AND SHALL BE 9.15 X 1' OR EQUAL W17TWN.)THREAD PENE (RATION( YP.) Z c r x 4' benl(lyp) botho"P� T x l: dole rs1 T. GUTTERS TO BE msunEo ON SITE By arkem 7HnoL. GH LOCAL CODES. W S 1'X4' wind b•soe %V4 at • plyboard lU . $ /w. .a 2x6of dderai FOfJsdEye BuIroiOBdadRod SHED DESIGN LOAD REQUIREMENTS FOR THE: Z !` 2 Xrbrab,nplie 2014 FB C -5th Edition, 2011 NEC, 2014 FFPC z o^ 16- 24- ' }' CeupBrq it Neces my far laud E �TILG �on HS-2im , usP Hsz� cep or it tp'oaovEHr DETAns sac I hereby ceftity that 1 have Feviewed these plans wittt bu8detq TTTateffats and z r % tr Forged EyelX►1 �walo<a ((ttyypp)>astuds sada r = g- eyebau M%d anMorbolm0 components used in the manufacturing of the sheds The mater(atl'arid components either O M2 wall svrcha devils o3gdlter RL.}' x r and (2) �' 1-g ' have a Florida Prvdud Approtral as required by the Fbrida Btritdalg.CtxTrnission R���� //9N3) Q for LOmteram r x r gaw. weslmrs and it it c a te. sl> SIDE ELEVATION WITH DOORS AND ) mit 30 1AIRIane Anchor Of were anatyied using the V(dL Stress Design All materials and aofipoiTll vIvwUiytie. cWJi wwDows FOR wFoRuuATIONACT slioWN 2014 Florida Building Code, the Florida Manufactured Building Act'artd/RL " fr st}I r ; SIDE ELEVATION sTRAP D Ant N_E.C_ for a category 1: Enclosed Building, Exposure -C-, with a win d• t)f il '�( k i' = r• 30111*: C11.6. (three second gust)rv'r .. ,r •s.te ' DESIGN PRESSURE I. ROOF,- w Q r%� a rx.utamr.u+d z FLOOR LIVE LOAD 75 ;F - .. (-:'; • • (- : �,�_.. 411 WIRING OUGRAM x ane al east aedrte.e. FLOOR DEAD LOAD B PSF, Goer ■.V1tet amt C 417 SM DESA( l CRfr1=R1A ROOF LIVE LOAD 2OPSF ' ... . (cpdonal eladde) sMaLY 7 a 1• meala.ed Z .. .. _ ... .. W LDOIG CA?EOORYACCES9DRY STRUCTURE IROOR OEAD LOAD - F � ... :. ti -MIR... _ .. .... I sisferLtt t. %.1 . N © •' iJ w"sinq t be rna ,st r•teat to.er r:a`ee SINGLE H73tX M;GER ANCHOR E TYPE V8 ...: - COr�"F'TGTBly� °o- • ' •..cit' . wbte 11,ge 1 weo ro :., am red Soo table { car rpsorg C -e y solea vim D VELOCITY 180 MPH ^ ?. ` �• e ersase in an rtieral OM/ABLE • OF FLOORS.1 6mxs RA WO MR GF.L outlet _ - _ _ CLASSIFICATION ENCLOSED I . 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. '27-ONCEIJNIT-IS-SQUARE AND' THE 14117H SPOTIOFZHE -GROUND `IS-ESTABEISHED. 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 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 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 UPUFT (PLF) ANCHOR SPACING 20'-0" 400 3-6" 13'-8" 280 3'-6" 11'-8" 240 10'-0" 10'-0" 200 S-6, 8'-0" 160 S-6' 6'-0" 1 120 S -6 - •VALUES ARE FROM END 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 HIGHILST LOCATION OF GROUND AND IS LEVELED UP. -2.' BLOCKS -ARE -THEN- PL -ACED -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�"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. 4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 46). 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 2 SKID RUNNER SPACING* SHED WIDTH X 1 X2 X3 IS -13" TYPE PAD DIMENSIONS MAX. LOAD. I'-104" 11'-8' 2'-8 W-4'- 10'-0" V-7 6'-10' - 8'-0" 0'-9" 6'-6' - 6'-0" 0'-10" 51" - •VALUES ARE FROM END 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 HIGHILST LOCATION OF GROUND AND IS LEVELED UP. -2.' BLOCKS -ARE -THEN- PL -ACED -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�"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. 4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 46). 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. BASED ON 20DOPSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL) NOTES I. HOLLOW OR SOCIO CONCRETE BLOCKS (8-x6'xl67 MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING. 2, ABS PADS REQUIRED ON 11'-8' AND 13'-8' WIDE SHEDS ONLY. TABLE 3A SHED DESCRIPTION LW PAD TYPES IS -13" TYPE PAD DIMENSIONS MAX. LOAD. MATERIAL I 2"x8"x16- 1778LEIS CONCRETE BLOCK QUALITY MAX. SPACING END PAD CEMENT AND SAND MIX II 4"x8'x16" 350OLSS CONCRETE BLOCK QUALITY SW/OW 4.15/332 CEMENT AND SAND MIX III 16%16' 3950LBS ABS PLASTIC PADS IV 8'x8"x16" 1900LBS CO CRETE BLOCK QUALITY SW/DW 6.00/480 CEMENT AND SAND MIX BASED ON 20DOPSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL) NOTES I. HOLLOW OR SOCIO CONCRETE BLOCKS (8-x6'xl67 MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING. 2, ABS PADS REQUIRED ON 11'-8' AND 13'-8' WIDE SHEDS ONLY. - 4U RIM" w UI'Utl ON RUNNER NOTES 1PAD PACING IS END TO CENTER OF PAD. 2. PADS OTHER THAN ENO 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 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 48. 3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE .BOTTOM PLATE (FLOOR SYSTEM) AND ATTACHED TO ANCHOR. TABLE 3 SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE do DOUBLE WIDE SHEDS SHED DESCRIPTION LW PAD IS -13" 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/OW 4.15/332 0" TO 6' 6'-0" 1936LB I, 11, 111, OR N 1879LB I, It. III, OR IV 11'-8" SW/DW 6.00/480 T TO 6" 6'-0" 2558LB 1, 11, 111, OR TV 2558LO 1, It. III, OR IV 10'-0" SW/DW 5.00/400 0" TO 6' 6'-0' 2400LB I, 11, III, OR N 2400LB I, It. 111. OR IV 8'-0" SW 4.00/320 0' TO 6" 6'-0' 2029LB I, 11, III, OR N 2133LB I, 11, III, OR IV 6'-0" SW 3.00/240 0" TO 6" 6'-0" 1658LB 1, II, III, OR IV 1866LB 1, 11, 111, OR N - 4U RIM" w UI'Utl ON RUNNER NOTES 1PAD PACING IS END TO CENTER OF PAD. 2. PADS OTHER THAN ENO 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 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 48. 3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE .BOTTOM PLATE (FLOOR SYSTEM) AND ATTACHED TO ANCHOR. • LOAD WIDTH 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, Z. ALL MEASUREMENTS ARE CENTER -TO -CENTER. J. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER. ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAW 10' -0 - 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 TABLE 4A 30" AUGER ANCHOR SPACING - SINGLE WIDE SHED WIDTH LW UPLIFT (PLF) END ANCHOR- MAX. INTERIOR SPACING - IS -13" 7.00 243 01-T TO S -T 10'-0" 11'-8" 6.00 208 0'-0' TO S-0' 10'-0" 10'-0" 5.00 174 O'-0" TO S-0, 10'-0" 8'-0" 4.00 138 0'-0" TO S -W 10'-0" 6'-0" 300 104 0'-0" TO S -O' 10'-0' IUPORTANCE FACTOR OPTIONAL FOR "HIGH SEI- ROOF DEAD LOAD NOTCH OR COUNTERSINK BOLT TABLE B 30" AUGER ANCHOR SPACING - DOUBLE WIDE SHED WIDTH LW I UPLIFT (PLF) END ANCHOR'• MAX,INTERIOR SPACING... 20'-0" 10.00 400 U-0' TO S -T 5'-0" • LOAD WIDTH 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, Z. ALL MEASUREMENTS ARE CENTER -TO -CENTER. J. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER. ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAW 10' -0 - 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 VERSION LW FACRIRER I Swu= SIWS II AGENCY P MCAD" SOW-= OOU$n I[s BUILDING TYPE gEypFjnil,� upy sraii+tt£ CONSTRUCTION TYPE 2-x2- GALVANIZED WASHER FIRE PROTECTION NOW FIRE SUPPRESSION SYSTdi NOL¢ 2-x2" GALVANIZED WASHER UTILITY - USCOLOIEOW ALLOWABLE NUMBER OF STORIES WITH 1/2' NUT BASIC WIND SPEED 1/2' THREADED ROD ExP05URE O WITH 1/2' NUT OnosD7 INTERNAL PRESSURE COEFFICIENT +/- oAs IUPORTANCE FACTOR OPTIONAL FOR "HIGH SEI- ROOF DEAD LOAD NOTCH OR COUNTERSINK BOLT 1/2' THREADED ROD 20PsF OR was, FLOOR DEAD LOAD EYES BOLTED TOGETHER WITH 1/2"x2- FLOOR LIVE LOAD SID. my - IZSPSF OPT. 'R' RATING OF WALLS, FLOOR, ROOF THRU 2'x4' BOTTOM PLATE ' OPTIONAL FOR 'HIGH SET- 1 HURRICANE PROTECTION USAGE BOLT & NUT WITH (2)2'x2" GALVANIZED HURRICANE SHELTER USAGE 1/2' COUPLER SQUARE FOOTAGE Z: 2'x4' BOTTOM PLATE NAILED 1/2- COUPLER WASHERS (2.000LB SHEAR CAPACITY) :_: TO 2'x6' P.T. BASE 1/2-x12- FORCED EYEBOLT a v • -t4• _ MIN. + WEDGE ANCHOR INTO SLAB 1/2-x5- (400 LB.) CONCRETE THRU 2'x4' P.T. BOTTOM PLATEGypr _ ------- �4 MIN. 1 r. (SEE TABLE 1 FOR SPACING) 1°------- '------- EYES BOLTED TOGETHER WITH 1/2"x2" BOLT & NUT WITH (2)2"x2- GALVANIZED WASHERS (2.000LB SHEAR CAPACRY) TYPE I, I1, III, OR N PAD WITH BLOCKING AS REQUIRED (SEE TABLE 3). _ _ SIMPSON CONCRETEBY OUCH SLAB BY CONCRETE WEDGE ANCHOR) CU OR EQUAL CODES AND JURISDICTION D�ICTIONROUGH LONCAL CODES AND JUCRETE RISDICTION 30" EARTH AUGER ANCHOR (SEE TABLE 1 FOR SPACING) (SEE TABLE 4 FOR SPACING) SHED WITH SKID SHED WITH SKID SHED OON TO PAD OR BLOCKING ANCHORED TO CONCRETE ANCHITH ORED TO CONCRETE TIE -DOWN DETAILS VERSION LW FACRIRER I Swu= SIWS II AGENCY P MCAD" SOW-= OOU$n I[s BUILDING TYPE gEypFjnil,� upy sraii+tt£ CONSTRUCTION TYPE V -B FIRE PROTECTION NOW FIRE SUPPRESSION SYSTdi NOL¢ OCCUPANCY UTILITY - USCOLOIEOW ALLOWABLE NUMBER OF STORIES I BASIC WIND SPEED V-200-0 ExP05URE O EHCLOSURE OnosD7 INTERNAL PRESSURE COEFFICIENT +/- oAs IUPORTANCE FACTOR 1.15 ROOF DEAD LOAD 101-F ROOF UNE LOAD 20PsF OR was, FLOOR DEAD LOAD &-v FLOOR LIVE LOAD SID. my - IZSPSF OPT. 'R' RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE No SQUARE FOOTAGE Iran n"H M SOiY. REVISIONS (n MTB C) Dale: LLJ 4/26/16 = ScOle: N/A Modell; LLI ALL Q GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION. L1J 2. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION --j 1015.22. CD 3. REFER TO TIE -DOWN DETAILS FOR PROPER D INSTALLATION REQUIREMENTS TO MEET CODE 0 0 �i Lli J 0 Z Ljj(/7 I r. 0 z 0 J < Matthew T. Baldwin P.E. Florida License 064608 Z Sheet: AD- 1 OF 8 1 r THIS INSTRUMENT EAREDBY- Address: l� MARYANNE MORSEP SEMINOLE COUNTY -I-- r ( CLERK OF CIRCUIT COURT %, COMPTROLLER BK 8827 P9 1730 (11-'95 ) NOTICE OF COMMENCEMENT CLERY. v 12 / 2/1613132E RECORDEE D 19/20161 172.4617 F'11 „ECORDING FEES $10.00 State of Florida RECORDED BY hdevure County of Seminole yn� Permit Number: I tp^ sago Parcel ID Number: 3D�1�1.3� .525 O000 O�cS30 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROP FRTY: ( egal description of the property and street address if a ilable) ` .._..4/ y) S, L 11 ra J� � . iGn � Fl ?-->.7?,L GENERAL DESCRIPTION OF IMPROVEMENT: Fee Simple Title Holder (if other than owner) Name: N l.¢ Address: CONTRA,, Name Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the bes owledge and belief. Owners Signature Owners Printed Name Florida Statute 713.13(1)(g): ' The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead' State of RD Et Ao Countyof The foregoing Instrument was acknowledged before me this A -Lk day of D)2 C P m kP r— 20 IL by -Koyy e r -L A. U )n ( ko Who Is personally known to me ❑ Name of person making statement OR who has produced identification ❑ type of Identification produced: — L pr o ANNETTE SCOTT .��':, Notary Public - Slate of FloridaU6,� . •F My Comm. Expires Jan 16, 2018 ,. Notary Signature `N'•. � % Commission 8 FF 071760 ,• Bonded Through National No Assn of N