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HomeMy WebLinkAbout1809 W 15 St; 17-2309; SHED4.1®V tLr,i;l.7 JUL 3 1 20V Ll CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: — O Documented Construction Value: $ 4 300 Job Address: / ed q l 8T 5 I Historic District: Yes No Parcel ID: Residential Commercial, Type of Work: New. Addition Alteration Repair Demo Change of Use Move Description of Work: —P1 GiC'Q_ Me.V4- A ca- h e d i 'I- a Plan Review Contact Person: b6lfL30Pi ITitle: Phone: Fax: Email: an )e ,'60b 5 Del Co/'I Property Owner Information Name _t +41:0 Phone: 41(U: q.; z Street: (tl / S % % Resident of property? City, State Zip: 3Q,'4"' d % 3x% r¢ 1 i o If.trt j iT 11 kffyy Contractor Information Name Phone: Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Fax: State License No.: Architect/Engineer Information Phone: 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, j furnaces, boilers, heaters, tanks, and air conditioners, etc. Y 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 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. Signature of Owner/Agent D to ra Kic P66tft360 Print Owner/Agent's Name Signature of Contractor/Agent Date Print Contractor/Agent's Name 7- 31- ( I SikAatur rc,.oy rv;:=. Signature of Notary -State of Florida Date W-V PC" g ANNETTE BLAND r Notary Public • Slata o1 Florida -`- Corenuaslon to GG OW23 < _. My Comm. EXONS Jan 16, 2010 Owner get rs n e 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 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 Abo— APPROVALS: ZONING: % __' 0 UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: SV7 R N• t1 COMMENTS: --- Ok to construct 12' x 24' (288 S.F.) shed as shown on plan. Meets open space requirements, rear yard setback and does not exceed the existing non -conforming side yard setback. Revised: June 30, 2015 Permit Application SCPA Parcel View: 34-19-30-5AK-OA00-0480 Page 1 of 2 PAPPFIM R w,wCx tz. f,•[y edrv, ucnttm Parcel Information — Property Record Card Parcel: 34-19-30-5AK-OAOO-0480 Owner: ROBINSON FRANKIE Property Address: 1809 W 15TH ST SANFORD, FL 32771-3104 Value Summary Parcel 34-19-30-5AK-OA00-0480 Owner ROBINSON FRANKIE Property Address 1809 W 15TH ST SANFORD, FL 32771-3104 Mailing 1809 W 15TH ST SANFORD, FL 32771-3104 Subdivision Name SMITHS M M 2ND SUBD (B1 P101) Tax District DOR Use Code S1-SANFORD 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(1994) 2017 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 50,084 48,055 Depreciated EXFT Value Land Value (Market) 5,096 51096 Land Value Ag Just/MarketValue" Portability Adj Save Our Homes Adj I $32,464 30,902 Amendment 1 Adj P&G Adj- 0 0 Assessed Value j $22,716 22,249 2016 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings:. $524.96 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County Bonds 22,716 ' $22,716 0 County General Fund 22 716 $22,716, 0 Schools CitySanford SJWM(Saint Johns Water Management) 22,716 $22,716 22,716 $22,716 22,716 I $22,716 0 0 L $0, Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 3/1/1990 102161 0590 5,000 Yes Vacant Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 29.001 145.00 ' 0 174.00 5,096 Building Information Bed/Bath count incorrect? Click Here. Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value AppendagesActual/Effective 1 ' SINGLE 1990 3 2 j 1.0 1,164 1,176 1,164 CB/STUCCO € $50,084 $56,274 FAMILY ; i FINISH ( ! Description Area 12.00 http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=3419305AKOA000480 7/31 /2017 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) II 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 I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I 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, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I 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. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I 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 or1lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I 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 I employ have the licenses required by law and by city ordinance. I 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. I 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. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I 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 FloridaJ-v Construction Industry Licensing Board at 1-850-487-1395 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 I am the party legally and financially responsible for the proposed construction activity at the addressthat listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the 1.1 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. Property Address:_ / ga 9 Gt/Qq-1- Lu.- 6 !o % K..5a it do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signature of Owner -Builder Form of Identification Must be Photo ID) Date 71-51ZI7 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 THIS INSTRUMENT PREPARED BY; Name: trai.1 Ir X na J GRANT NALOYr SEMINOLE COUNTYAddress: CLERK OF CIRCUIT COURT & COMPTROLLER B)( 8962 Ps 1309 (IFss) CLERK'S v 2017077_l47 NOTICE OF COMMENCEMENT RECORDED 07/3112017 12.21, `15 PN RECORDING FEES $1.0.00 State of Florida RECORDED BY hdevore County of Seminole q Permit Number: Parcel ID Number: 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 PROPERTY: (Legal description of the property and street address if available) ov GENERAL DESCRIPTION OF IMPROVEMENT: OWNER IVEORMATION: ,c , r Name: f r— cinrrc a6ir7son CEnT IF.J1-0p`r_ I —I o Address: I X U :' WIN ' " Fee Simple Title Holder (if other than owner) COURT XIDA o,.lta Jt IL CONTRACTOR: DEPUT} CLERK Name: qql Address: 1 2017 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: In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. of To receive a copy of the Lienor•s Notice as Provided in 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 best of mynnknowledg _d belief. l Y6,41 re 0 6/iInSo/? Owner's Signature Owner's 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 CtCounty of Npcc i nt 10 The foregoing instrument was acknowledged before me this 15t- day of rSU Vi . 20 by bra 0 kl 2 C (>1 (`.) 1 0)J . Who is personally known to me Name or person making statement 1 -yam OR who has produced identification type of identification produced: r L `J ANNIETTE @LAW Notary PtlpHa = Sgtd_ofFbrida Coinmisslon N OG 080823 My Comm. Expires Jan 16, 2018 0, Notary Signature CENTERLINE OF 40' PLATTED RI W. 157H STREET (FIELD) REED STREET (PLAT) Cz EAST 29,00' POINT OF --- ---- 10' REFERENCE I 93,00EAST :, WOOD N. W. CORNER, I PORCH LOT 48 FOUND ' IRON RODI 810' 206' CND #) I I I I I I I I " 1- STORY I v CONC BLOCK I RESIDENCE I ti # 1809 I I I I --• I 00 I cl I p 1e, 5' I E 19' OF l o I p W N1/2OFIW Z A LOT 48 W I yA p J BLK A i ie BLOCK SHED Q; Z ( DILAPIDATED) 04 CL Z 9.5' ti I I 12, 0' I 2 9. 6' ILOI CHAN LINK FENCE e x- x x-- I I 10, I I ONC I CDNC SLABS I ENCROACH INTO I ABANDONED RIGHT OF WAY mc CONC. 0 O O 0 I W 9100, WEST 'D I I POINT OF I I BEGINNING S.E. CORNER, I N. 112 LOT 48 I I z I I o Z I I o I I I f EAST 112, 0, L— — — — — — — — — — j 0 W Q Z Z Z) CONC CONCRETE R/W RIGHT—OF—WAY PC POINT OF CURVATURE FOUND 8- IRON ROD ( NO If) 1. BEARINGS BASED ON THE E. LINE OF LOT 48 AS BEING NORTH. 2. UNDERGROUND IMPROVE— MENTS NOT LOCATED. J. SUBJECT TO EASEMENTS AND RESTRICTIONS OF h RECORD. O 4. SUBJECT PROPERTY LIES N ZONE NX" (AREA OF J MINIMAL FLOODING) PER FLOOD INSURANCE RATE MAP PANEL NUMBER 120294 0045 E, DATED 4117195. 5. DATE OF FIELD SURVEY.• 12114101. MUMMY SURVEY DESCRIPTION. THE EAST 19 FEET OF THE NORTH 1/2 OF LOT 48, BLOCK 'A'- M, M, SMITH'S SECOND ADDITION, AS RECORDED IN PLAT BOOK 1, PAGE 101, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, AND BEGINNING AT THE SOUTHEAST CORNER OF THE NORTH 1/2 OF SAID LOT 48, BLOCK 'A RUN EAST 10 FEETj THENCE NORTH TO A POINT 10 FEET EAST OF THE NORTHEAST CORNER OF SAID LOT 48, BLOCK 'A', THENCE WEST 10 FEETj THENCE SOUTH TO THE POINT OF BEGINNING, PPOVED P_ NNS Ok to construct 12' x 24' (288 S.F.) shed as shown on plan. Meets open space requirements, rear yard setback and does not i exceed the existing non -conforming side yard setback. CERT RED TO: I HEREBY CER1'N: DAM 12® FRANK/E M. ROBINSON THAT THIS SURVEY MEETS THE 1" = 20' MINIMUM TECHNICAL STANDARDS SNLE: UNION PLANTERS PMAC SET FOI TH ' BY THE'FLOR/DA BOARQ<OF, LAND, SURVEYORS /N JOB NO, 01 THE TITLE GROUP OF CHAPTER,. 61 G 17 - j5, FLORIDA CENTRAL FLORIDA, INC. ADMINISTRATIVE CODE MCMAHON SURVEYING AMER/CAN PIONEER TITLE == AND MAPPING1690 TALL OAKSROADINSURANCECOMPANY T MAS J. M„MAyON DELAND, FLORIDA FL REG LAND SURVEYOR J4887 J2720 (407) J99-2044 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SET UP AND INSTALLATION OF SINGLE WIDE SHED 1.BUILDING 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 IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED. 3. AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING.(see table 3) 4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED THROUGH THE 2" X 4" BOTTOM PLATE WITH AN 3" AUGER BIT AND THE EYEBOLT(or 2" 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 2" X 2" BOLT & NUT, AND (2) 2" X 2" GALVANIZED WASHERS. 5. IF UNIT 15 TO BE ATTACHED TO A CONCRETE SLAB, THE BUILD IS SET ON THE SLAB SHIMMED UPTO LEVEL. A 2" HOLE IS DRILL INTO CONCRETE 1 2" OFF OF RIM OF JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND A A-24 SIMPSON BRACKET OR EQUIVALENT IS PLACED OVER THE 2" WEDGE ANCHOR. A 2' X 2" BOLT AND NUT W1(2) 2" X 2" GALVANIZED WASHERS ARE USED TO ATTACH THE EYEBOLT AND A-24 BRACKET TOGETHER. SET UP AND INSTALLATION OF DOUBLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP, 2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE BUILDING IS LEVEL. BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING. (see table 3) 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH 1) 2" X 4 2" BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE LINED UP AND THE BOLTS ARE PLACED AND TIGHTENED_ THE REST OF THE BLOCKING IS THEN COMPLETED. THIS PROCEDURE IS REPEATED, FOR MULTIPLE SECTION SHEDS, UNTIL ALL SECTIONS ARE IN PLACE. 4. GROUND ANCHORS ARE THEN ADDED.(see table 4b) 5. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. GENERAL NOTES 8: SPECIFICATIONS FOR AUGER ANCHOR 1. Building anchors shill be "rrrobile 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 gn>und periocal building code(by dealer). Locate anchors per Table 4a or 4b. 3. Eyebolts shall be placed through the bottom plate(floor system) and attached to anchor. TABLE 1 Shed Anchoring to Concrete Slab She i U lift / Side of Shed max.anchor Cin 13'-8" 280# 1 LF 3' - 6• 11'-8" 24U# 1 LI- 3' _ 10 200# 1 LF 3' _ 8' 160#/LF T-6" 6 120#LF 6' TABLE 2 Runner Spacing Shed Width X1 X2 X3 13'-8" 11_10 " 91_11. 6'-11" 8 10' 11- r 6'- 0" 8' 9' 6 6" 6' 10" 51" Values from end of joist to centers of (2) 4" x 4' skids only. 13'-8" wide sheds have (4) set of skids TABLE 3 Support Footing Pad Spacing for Runner Blocking for Single Wide(SW) or Double Wide Sheds(DW) Maximum Load & Pad Tvoe Shed Description d Pad Side Runner Pad Type Interior Pad Side Runner Pad TypeShedWidthTeLW`-F'LF End Pad IT-8' W 4.15' 1 332 0"-6"36# or 1879# I, II, Itl or IV 11'-81 SW1DW 6.00` / 480 6"558# M6.-O"240 i It, III or IV 2558# I, 11, 111 or IV 10• SW/DW 5.00' 1400 0" - 6'0# I II, Ill or IV 2400# I, 11, III or IV SW 4.00` 1320 0" - 6"029# 1, II, III or IV 2133 or3.00'!240 0'-6•56# I, III or IV Notes: 1. Pad spacing is and to center of psd 2. Pads other than end pads spacing is center to center. 3. Use same max. spacing for interixspacinq- Type Pad Dimensions I Max. Load'" I Material 1 2" x 8" x 16' 1 1 778# concrete block quality cement & sand mix If 4" x 8" x i6" 3 500# ncrete bock uallt cement& sand nix 81 16" x 16' 1 3,950# 1 ASS Pads IV 8" x 8" x 16' 1 1 900# 1 concrete block quality cement & sand mix Load width on mmner. Based on 2,000 PSF Soil Bearing Capacity (2,0D0 PSF is typ.) NOTES: 1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48" max. without reinforcing. 2. Pads required on 11'-B' & I Y-8" v. ide sheds only. 2" X 2' FLAT WASHER W1 k NUT SIMPSON HS-24 CLIP ., O UK2' X 4" BOTTOM PLATE or equivalent IFA}' X 12- FORGED EYEBOLT 2" X 6" P.T. FLOOR FRAMING TYPE 1, II. III or IV PAD WIBLOCKING OQ O SIMPSON HS-24 CLIP(870# UPLIFT) AS REQUIRED < - or equivalent'- - X 2" BOLT W/(2) 2" WASHERS - - SIMPSON A-24 CLIP or equivalent T (1) }' x 8" (1,200 UPLIFT RATING) EXPANSION BOLT OR WEDGE 4" min. ' i z SHED SKID ATTACHEDAAAANCHORINTOSLAB@(spacing per SCAM: table 1) N.T.S. CONCRETE SLAB BY OTHERS THROUGH LOCAL CODES AND JURISDICTION SHED WITH SKID ATTACHED ANCHORED TO C NCRETE SCALE: N.T.S. x 2" galvanized washer ith 1!2" nut threaded rod coupler 2" bolt & nut w/ (2) 2' x 2" in.Red washers(2,000#+ r capacity) 2" forged eyebolt uricane auger anchor STRAP DETAIL scale: nza. x 2" FLAT WASHER W/J" NUT 2" X 4" BOTTOM PLATE Table 4a Anchor Spacing of Auger Type Anchors for Single Wide Sheds 1 30 Lye Auger Anchor e x1th LW' UDIRPLF EndAnchof- Max.. ntenor con 8" 7.00' 243 1 to r-0 to 3 -0 10'-0" 8'-0' 139 1'-0" to T-G" 0 - 6'-0" 104 V-0" to T-M Table 4b Anchor Spacing of Auger Type Anchors for Doable Wide Sheds 30' Eve Aucier or lShedSize 1 L ift PLF End Anchor Max. InteriorSpacing-1 1 u,2Lr 1 422 1 T-01 to 3' -0 5'-0" Load width of uplift on runner Location of end auger anchor or slab anchor Anchor spacing example: 30" auger anchor or J' x 3" expansion bolts - Notes: 1. Anchor spacing is based on a 3 second gust at 160 M.P.H. for a Exposure "C' Enclosed Building per ASCE 7-10. 2. All measurements listed above are center to center of anchors. 3. The minimum number of auger anchors is (4). (1) @ each comer of shed for sheds less in length than the maximum. 4. The minimum edge distance for expansion bolts Is 8 diameters or 5" for ? expansion bolts. 5. Anchors shall be on side walls except when shed is placed next to existing building, in which anchors can be placed on end walls as dose to sides as possible. 1) J" x 5' (400# UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB THROUGH 2" X r BOTTOM PLATE 2' X 4" BOTTOM PLATE NAILED TO 2" X 6' PT BASE CONCRETE SLAB BY OTHERS THR LOCAL CODES AND JURISDICTION X 12" EYEBOLT OR }" THREADED ROD (IF NECESSARY) WITH 2" X 2" WASHER AND NUT (2,000# CAPACRY)# UPLIFT 2 COUPLER IF NECESSARY 0) EYEBOLT AND 30' AUGER ANCHOR FASTENED uj W1? X 2" BOLT AND NUT W1(2) 2' X 2" FALT WASHERS I GRAQE_ SEE BUILDING ANCHOR DETAILS z n SINGLE HELIX EYE AUGER ANCHOR SCALE: N.T.S. NOTCH OR COUNTER SINK BOLT THRU 2" X 4" PLATE T 4" min. 0 SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE: N.T.S. SHED DESIGN LOAD REQUIREMENTS FOR THE 2014 FLORIDA BUILDING CODE 5th Edition I 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 the Vult Stress Design. All materials and components comply with the 2014 Florida Building Code, the Florida Manufactured Building Acts and Rule for a Category 1: Enclosed Building, Exposure "C", with a wind velocity of 180 M-P.H_(SW) & 190 M.P.H. (DW) (3 second gust) DESIGN CRITERI BUILDING CATEGORY 1 CONSTRUCTION TYPE VB BUILDING TYPE ACCESSORY STRUCTURE WINDVSUERLOC. CITY SW180M.P.H.(DW 190 M.P.H.) MEAN HEIGHT 9.85 R ALLOWABLE # OF FLOORS 1 ENCLOSURE CLASSIFICATION ENCLOSED FIRE RATING N/A WIND LOADS Wall S. W,) FF+)T- 14.3U 56.45141.95134.08 WIND LOADS Roof I Wall D.W. 9.9 48.94 1.62 48. DESIGN PRESSURE FLOOR LIVE LOAD = 75 PSF OPTIONAL FLOOR LOAD = 125 PSF FLOOR DEAD LOAD = 8 PSF ROOF LIVE LOAD = 20 PSF ROOF DEAD LOAD = 5 PSF INTERNAL PRESSURE COEFFICIENT =+F 0.18 01101/2012 02-23- 2012 02-29- 2012 04-02- 2012 05-02- 2012 06-18- 2015 O V - U Zui ;2 fn Q. U) a o w in 2 _ W: p fitn n o' P- O X t- 1-W Oowmw d Wes¢ Z) 8-- f u 0 Z g X! W w5 Z_ Cn Oaa ZOQ Worto ZZ- 9 aoo Q oa LJ> Uw0 O oN Q 10 SHEET 1 k A. Cleaton, Jr. P.E. of FL PE 435816 PSI APPRO L 2015-06-02 0 1' x 4' bridg• _ 2) 2 x 4 spruce heade,ra mid (2) 2 x 6 aluminum eava 12 p.L pine each aide ton load bearing i iwindbg) 2T*x4'a UC2) 2 X 6 p.L door bW added— Q 5 when garage door kulalled - luninum root when garage door Installed double arches for garage. doors 3' x 5' (AITek) garage door sizes conrHecaTr, plates t x4 bridging (typ, -. Tian. max. orequIvalant E width TAT W-Ir DOOR - - hd T-T T-0- Arch Detail for pleas plates ydnd'aw see nrxe 2, 3, & 4) vanes —"2' x 4 bbddrg scale: nIA. OPeel - e wag anchor details END ELEVATION WITH DOOR TWO SKID MODES _ I\-- 4* aluminum mofbflo home door f tONCRETE OR Bot If! LOCKING REQUIRED I 7 x 4' bo x g pleat see wall anchor deMNs. V2 Y 4 bottom plate 2 x 6 p.L end rat hurricane strap%gx) use ptyboard ISOMETRIC OF SHED 314" t&g ptyboard or advard3ge 4 x4 p.t a — Simpson LSTA-18, USP scale: nts- LSTA- 18 or et(ulvakm 2' x 67 sidera8 END ELEVATION FOUR SKID MODEL w114-( 16d)nalle SCale:} =I, for Information not shown see and elevation with door - WALL ANCHOR DETAILS SeAde: mts. OUTSIDE WIOTHS F-.-- — 4(Y-W max. length --)-.....x 11, 10, 11.8", or ITS' joist Spacing B', pl. naming (typ.)6, 1 rtIBL Y 4' runners d' x 4' runner requited e/ 1-2-t t5 IX17-8 13'-8' wide shedse see arch det mis 16' o/O Joist spacing, glued tongue & n groove ply -board w/ additional 4' x 4' o m center runner K Simpson HS-24, USP RT-6 Q X m Clip or equivalent Installed at Vary cmnection between c t tlaorjatst and 4' x e runner .. x T x 6' p.L plates for suds over 16 in length 1& g PTYboard x 2' x 4' bottom plate( typ-) all - FLOOR FRAMI_ PLAN around scale: 7- 0' 4' x 4' door header 01 OPEN 11 r e7i1EL Tr x 4 under header 1' x 4' briting(Wind 2' x 4' bent(W.) x41 x4' window header 2' x 4' window silt T It 4- bottom plate T& G ptyboard FNDPaon tam ( typ) USP RT-0Clip tam orequiLra(typ) all studs wag anchor debA5 6* 4r (max.). - for connection SIDE ELEVATION WITH DOOR & WINDOWS scale }• = 1' 7- 0• SEE SIDE ELEVATION WITH DOORS AND WINDOWS FOR INFORMATION NOT SHOWN SIDE ELEVATION scale }' = T WRING DIAGRAM N Q Olodortal electric) stela nAt AV % srZV shall be me L 1©_ cable 14 ga. 3 wire encase in all metal GF. I. ovdet boxes x S (AMiTek) corm Ives 10 required or equivalent Connector plates Pab aide) onsbucdat P" on OPTIONAL WOOD FRAME DOOR CONSTRUCTION SCALE N.TS. 2 p.t- 2 It 4 frame (typ) 321tC x 121/4'roug h open 1' It 4' bridging (wind bracing) „ 12114' d d2 p.t 2' x 4" bent(typ.) boftnt plate 1" x 4' witrd brace (typ.) at F4. Pty'bourd four carriers 2 x 6 p.L side rail 2' x 4' bottom plate q' T&o plyboard 16" to 24' Simpson HS-24. LISP HS-24 CST or 1T HYDROVENT nFTAR S uivalart ( typ) an studs scale: 1' =1'-4r - wan anchor details; for connection SHED WITH SKID ATTACHED Tx4' shd x 4' header S4r, 11. TP35, LISP NP35 Nagylats or aquirvalem wM ( 10d)nags 4' a 4header sc. ie: nLs. Za 110n rid SET UP AND INSTALLATION OF SINGLE WIDE SHED 1111102iru (Orr 1. BUILDING IS PLACED IN RFAIfESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR MOVEMENT TO PURR OF SQUARE UNIT TO HOUSE, FENF. PROPERTY LINE, ETC. CODE' REVIEW 2- ONCE LW IS SQUARE AND THE HIGH SPOT OF THE GROUND 5 ESTABLISHED THE BUILDING IS BLOOIED ON THE HIGH rat Berri= e M.eusrrres SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CORER OF a 33rd Sneer IYTHE BUILDING IS SUPPORTED TO LEVEL. BLOCKED AND SHIMMEIL n t' red. 323.3g 3. AFTER THE BUILDING IS LEVEL MORE BLACKS ARE ADDED TO ACHIEVE THE CORRECT sPAcM 13, F. -...: r4,11 - E. N"a.;. III ICC9r 4- ANCHOR PLACEMENT t5 ESTABLISHED BY THE WIDTH OF THE BUILDING HOLES ARE ORaJ:ES1 THROUGH THE 2' X 4- clatea BOTTOM PLATE WITH A k AUGER BIT AND THE EYEBOLT IS FASTENED INTO PLACE. THE HOLE IS DUG FOR A 30' EARTH L SMIJS,S III ANCHOR AND BAClff01ED, THE EYEBOLT AND ANCHOR ARE FASTENED WITH 2"BOLT ANDNUT, tt"X 5, IF THE UNIT IS TO BE ATTACHED TO A CONCRETE SLAB THE SLALDNIS G SETON THE CONCRETE SLAB AND SHIMMED UP TD LEVEL A j-HOLE tS DOLLED WITH A HAMMER DRILL INTO CONCMETI; SLAB 1 k OFF RM JOlsr. THE EYEBOLT IS FASTEN TAROUGH THE BOTTOM AND A (A-24 SIMPSON CUP) IS PLACED OVER THE t wEDGE ANCHOR. A j' X T BOLT Mb NUT WR) Simpson LSTA-IB. USP LSTA-18 2- WASHER IS USED TO FASTEN THE EYEBOLT AND SIMP CLIP TOGETHER. Hurricane Strap or equivalent GENERAL NOTES & SPECIFICATIONS FOR AUGER ACHORS all studs) 1. BUILDING SirAU, r-E HOME' TYPE s30 IX ANCHOR MANUFACTURED BY ROUE PRIDE C6 BRISTOL. VA. THE AVERAGE HOLDING POWER IS NOT LESS THAN 4,gu%, 2 ANCHORING SYSTEM TO GROUND PER LOCAL BUFLDWG COOE•(8Y DEALER) LOCATE ANCHOR SPACING PER TABLE 4, S. EYEBOLTS SHALL BE PLACED THROUGH THE BOTTOM PLATE AND FLOOR SYSTEM Shed 10 Table 1 nTable2Runnerspacing shod Widellrtmx. an ' r- a f X 12- EYEBOLT O'AUGER ANCHOR grade yebolt and anchor boned Values from and of jest 10 center of (2) 4 x 4 skids Dnlyy.13'-8' wide sheds crave (1) seta of skids. Support Footing Pad Spacing For Single W1depM or eU1er w/}' x 2" bolt Table 3 nnnhte UAAr ITIW Chw.Nc Z tog a2) T x 2' galy- washers d and }' nor K T X 2• square gafv, washer w/}' nut X 12' forgod eyebolt X 3- (870R Wft Simpson H^>-24 or raring) expansion brit USP RT-6 CT"p X orwedge anc orinm equivalent slob (per table 1) 87D# upldt) x T bolt w (2) r- XxTflat 4" f in, Concrete slab by shiers v ED W15 , CHOREDLocalCodes & )uit1ation To CONCRETE r apply r iiLiilils' 4ltiir tcrQli li(ri 'Qi itT'tfIH31 t i ttitt( G ItE ti tltJ, tBF?'1tttU^L> r(; fo-'7L'L7'_ L 1 i1i1 ikgL7 'E9.71JLlitiiE<+ iC9i3ii1 1€x, INMI[7JGiiTf[;J!)11I3ll 6i1€AtaFil./'ally!r>;t[ti[%SiiMzZ*bi'_:EnII NW.7, fllibr=FiIawV7TM 1ttTa(E-' =UPI- AWIM[H3MMAN= titttl t i'F tilfl lZ7A.+-17RH7!ZiitttttrFitE Lit:11-Ii,.MlA1IL!'.TilrltfEc1H'ram_@aA11-fR T11'IM 4mr I^al•IW.IYe.iCY,i i.i tt>•1&YA= k Zi ,Mrt1 11141"111• ad spacing Is end to O ntardpad 2- Pads other than emf pad cbg Is center to carder 3. Use same maximum spacina for interior names. x x concrete b mix 1 x x x Cerium Lned wldlh on runner Based on 2, 000 PSF Soil Bearing Capac)ty(Z,000 PSF is typ.) Notes: 1. Hollow or sorrd concrete blocks(8xSxt8) may be stacked on pads for high sets up to 48' wWout neuJadng 2- ABS padrequiredon11-a' & 13'48' wide buildings only Table 4a Anchor Spacing of Augur Type Anchors For Single Wide Sheds Table 4b Anchoring spacing of vSIZOI IlAr IUDIIftPLFIFpdAn 1 max tnaeriior y 40 uplift 1) }' x 5' (40Cf1+tPNt Load wr= on runner Location of end auger or slab anchor rating) wedge5' a ntn Mcfor spacing is examples: 3W auger or,}' x 3' expansion bell - concrete stab at spacing ANCHIOR NOTES: Concrete ; by mole 1) per m 1. ANCHOR SPACM IS BASED ON ASCE 7-10 FOR A CATEGORY r ENCLOSED BLrUDM EXP. 'C' 2 ALL NEA411RFL9R ABOVE ARE CENTER TO CENTS OF AHI71(%t4. Local Codes iurisdc6wt 1 }' min.----" or countersink 3. THE MINIMUM NUMSM OF ANCHOR IS (-4 ONE Q EACH CORNER OF SHIED FOR SHEDS LESS IN LENGH T THAN THE apply notch bolt through Tx4' MAXIMUM• 4. THE RMMUM EDGE DISTANCE FOR EXPANSKIN BOLTS IS a DIAMETERS OR 5'FOR A ,(' ExPANSION soLT- S. ANCHORS SHALL BE ON SIDE WALLS )CEPT 4 ln T X 4• bottom Diane nailed b E WHENTHE STET) IS PLACE NEXT TO AN 03TIING BUILDING. IN VMICH CASE ANCHORS CAN BE PLACE ONEND WALL 2' x 8' P• L Gass AS CLOSE AS POSSISOETO SIDE WALL& _ GENERAL NOTES: SheQ With FloorRemoveAnchoredscale1 }' = 1'- 0' toComma 1. ALL BUILDINGS FROM 0 = FT. TO 720 SO. FT. ARE EXEMPT FROM WIND-BORNE -DEBRIS IMPACT STANDARD PER FLDRIDA STATUTES- 2. ALL BUILDINGS FROM 0 SQ. FT- TO 400 SQ. Fes. ARE FOR USE WITH ONE AND TWO FAMILY 2' x 4' bottom plate RESIDENCES ARE EXEMPT FROM DOOR HEIGHT RE(WIREMENTS PER THE FBC. 3. ALL COMMERCIAL BUILDINGS AS WELL AS RESIDENTIAL BUILDINGS 4W SCL !T OR GREATER T x 2' square galvanized MUST COMPLY WITH THE 6'4r DOOR HEIGHT AND THE MIN- AND MAX WIDTH REQUIREMENTS - steel washer with }' nut - 4- ALL BUILDINGS 400 SO. FT- OR LESS WITH 7Y' DOOR HEIGHT ARE ACCESSORIES TO 4 T&G plyboerd RESIDENTIAL STRUCTURES. S. THIS PLAN WAS DESIGNED PER THE FBC AND THE FBCR eyebolt and anchor bolted together wf }' x7 and (2) 2' x 2 galy. washers and nut z'x a.. x.1 - 4 worn Ift x.131 Mold 1-X4- atred x.13t road 7 4-x4' lleadera 3'x.t fie routs : 4 ; eadl, Nncsmr nos III not ft q.NrVetwnx I. Ir ar-*Iuni e> tutar 15 xt-mecd mow 2 11111 to" C111 x .l 1 in x.l t not sAsrA roger on Porsoo dI to x. lst MJ Dad 4 esah Life rid S. FASTENERS FOR ROOF AND WALLS SHALL BE SCOTS@TRUGRIP METAL TO WOOD FASTENERS AND SHALL BE 9-15 X 1' OR EQUAL WI1-(MIN.)THREAD PENEfRATlON(TYP.) 2' x 6' aide rail T. GUTTERS TO BE INSTALLED ON SUE BY OTHERS THROUGH LOCAL CODES. Forged Eye Soft or} - Threaded Rod SHED DESIGN LOAD REQUIREMENTS FOR THE: — 2014 FBC-5th Edition, 2011 NEC, 2014 FFPC Coupling nNecessary for LevelsetIherebycertifythat 1 have reviewed these plans along with all building materials and It 12- Forged Eyaeoft components used in the manufacturing of the sheds. The material and components either have a Florida Product Approval as required by the Florida Bu'Id•61g Commission RuJe W:3) 30Hurricane Anchor or wereanalyzed using the Wa Stress Design. All materials and Y TYOh the 2014 Florida Building Code, the Florida Manufactured Building Act an srR-. Aa nEry N.E.C. for a category 1: Enclosed Building, Exposure "C", with a wim), scel,c;_dLt. three Second gust) WRaa lDA9 DESIGN PRESSURE ROf3F- . ' WALL FLOOR LINE LOAD 75 PSF - r- .. DESIGN CRITERIA FLOOR DEAD LOAD 8 PSF 4 1. 11D1NG CATEGORY / - ROOF LIVE LOAD 20 PSF POOR DEAD LOAD 6 PSF SINGLE HELIX AUGER ANCHOR seatable for spacing UILDING TYPE ACCESSORY STRUCTURE INTERNAL PRESSURE COEFFiCENJ t/- MIS, ONSTRUCTION TYPE VB O D VELOCITY scale: n-Ls, 180 MPH OWABLE 4OFFLOORS1 a ARE RATING NIA CLOSURE CLASSIFICATION ENCLOSED ROOF HEIGHT 8.H5 R 01-01- 2012 02-23-2012- 02- 27-2D12 03. 13-2012- 02- 26-2015. CODE REVIEW 174811rd SE t ' SIT 34 t 585G A -LEGJ LS t. 5Vi. 13. G. 1. 59 w w O N IJII v 20 d of"I y O U RECORD COPY FVIEWED FOR .CODE COMPLIANCE PLANS EXAMINER DATE SAItIFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS UTHORITY 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 LDrN0 SANFORD, 1 7 - 2 3 0 9 REQUIRED INSPECTION SEQUENCE 13P# t - 7_o9 BUILDING PERMIT Mann 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 Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: tr) . ELECTRICAiL .P.E 2MIT Min Max Ins ectionn Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MF,CHANICAL IPEitM;I I Man Max Ins ection Descry Lion Mechanical Rough Mechanical Final Man Maxi Inns ectn®n Descry Lion Gas Underground Gas Rough Gas Final REVISED: June 2014