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Home My WebLink About2302 Lucretia CtRIF C'!2" v"J2 D FEB 2 2 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: U - 5 Documented Construction Value: S e;'92 1101 d-0 Job Address: X30,,2 Zkceev iy Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New AdditionZ Alteration Repair Demo Change of Use El Move Description of Work: _ v5T-fGL Street: _ 0230.2 Z 4 c ie Aq CA • Resident of property? : C c'S Plan Review Contact Person: Title: Phone: 7,;0 -1 Fax: Email: Zo,tJ Property Owner Information Name -,,1Q/-1N c iv e. Phone: lPll- -7.-7a 7 9 Street: _ 0230.2 Z 4 c ie Aq CA • Resident of property? : C c'S City, State Zip: Contractor Information 7 t.. at V: SttE Name 0 c 3o Phone: Street- Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. 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 constructioninthisjurisdiction. 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: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there mhy 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. Sign fe o Owner/Agent Date 0— e4llwc Print mer/Agent's Name C Z - Signature of Notary -State of Florida Date WZO, 11, ANNETTESCOSCO®QNotarypublic - State of FloridaMYComm.Explrea JanFoyror, Comm(aslo 16.2018 Owner/Agen `" 8ftra nF $ 160M Produced ID V ° 'Asc Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads JOr&, APPROVALS: ZONING:2-2.3-16 UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING:-( Ok to install 192 square foot storage/workshop shed as shown on plan. Accessory structure shall be minimum 10 feet from side property line and, 4 feet from rear property line. Accessory buildings and structures shall be designed to blend aesthetically with the main structure. Revised: June 30, 2015 Permit Application R, 1A J G C4 Property Address: ' GICR % / ed AZ 3 Z 77/ I, Jf /WV X. 0-t5-44ui40-5- , 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. re of Owner -Builder Form of Identification Must be Photo ID) Date 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, 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 Florida 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 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. Property Address: ' GICR % / ed AZ 3 Z 77/ I, Jf /WV X. 0-t5-44ui40-5- , 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. re of Owner -Builder Form of Identification Must be Photo ID) Date 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 14 C E 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 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 or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in I 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 7 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 licensed to perform the work being done. Any person working on my building who Is not licensed ust work under my direct supervision and must be employed by me, which means that I musttCmplywithlawsrequiringthewithholdingoffederalincometaxandsocialsecuritycontributions nf der 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 SCPA Parcel View: 31-19-31-513-0000-0420 Page 1 of 2 01F ld J0h1S011, CFA Property Record Card PROPERTY Parcel: 31-19-31-513-0000-0420 P"SER Owner: DELAUNE JOHN A & LINDA P SEMWOLECOUNIY.FLORIDA Property Address: 2302 LUCRETIA CT SANFORD, FL 32771-4603 I Parcel: 31-19-31-513-0000-0420 1 Property Address: 2302 LUCRETIA CT Owner: DELAUNE JOHN A & LINDA P Mailing: 2302 LUCRETIA CT SANFORD, FL 32771-4603 Subdivision Name: GROVE MANORS Tax District: Sl-SANFORD Exemptions: 00 -HOMESTEAD (2016) DOR Use Code: 01 -SINGLE FAMILY 42 IFXXILt, Value Summary 2016 Working Values 2015 Certil Values Valuation Method Cost/Market Cost/Marke Number of Buildings 1 1 Depreciated Bldg Value 175,367 131,248 Depreciated EXFT Value 20,234 9,000 Land Value (Market) 29,560 29,560 Land Value Ag 50,000 1; Just/Market Value 225,161 169,808 Portability Adj 2( City Sanford Save Our Homes Adj 0 14,478 Amendment 1 Adj SJWM(SaintJohns Water Management) Assessed Value 225,161 155,330 Tax Amount without SOH: $2, 2015 Tax Bill Amount $2, Tax Estimator Save Our Homes Savings: $ Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 42 GROVE MANORS PB 10 PG 32 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 225,161 50,000 1; Schools 225,161 25,000 2( City Sanford 225,161 50,000 1; SJWM(SaintJohns Water Management) 225,161 50,000 1; County Bonds 225,161 50,000 1; Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 6/1/2015 08500 1568 265,000 Yes Improved Find Comparable Sales within this Subdivision Land Method Frontage Depth Units Units Price Land Value http://www.scpafl.org/ParcelDetailInfo.aspx?PID=31193151300000420 2/22/2016 SCPA Parcel View: 31-19-31-513-0000-0420 Page 2 of 2 FRONT FOOT & DEPTH I 108 I 198 I 0 I $230.00 $: I Building Information Description Year Built Actual/Effective Fixtures Base Area Total SF Living SF Ext Wall Adj Valuel Repl Value Appendages 1 SINGLE FAMILY 1966/1970 12 2,684 3,928 2,950 CONC BLOCK 175,367 236,982 Description I BASE BASE GARAGE FINISHED OPEN PORCH FINISHED Permits Permit # Type Agency Amount CO Date Permit Date 02968 Addition - Residential Sanford 45,000 9/23/2015 02334 Miscellaneous Sanford 17,235 8/27/2014 Extra Features Description Year Built Units Value New Cost SCREEN ENCL 2 1/1/2015 1 4,834 COVERED PATIO 3 1/1/1998 1 1,600 POOL 3 1/1/1979 1 12,800 FIREPLACE 2 1966 1 1,000 http://www.scpafl.org/ParcelDetailInfo.aspx?PID=31193151300000420 2/22/2016 r I RECORD COPY VLA M =,::taau ed m Atv'[ji?iii U E t S . 'I tSS Nr('nM:aI:SL•eat Professi& —al SuRe 9M isal:asaee, 323 g.n7it Regulation i`ie i3$(t437. tis?4• Fax i J,;tn.H Ken L,aiyson,Sem ply October 14, 2013 Alex Martens Superior Sheds, Inc. 2323 S. Volusia Ave Orange City, FL 32763 RE: Manufacturer Certification, ID MFT -113; Expiration Date: October 14, 2016 Dear Alex Martens Rick Scott, Govsmor REVIEWED POR CdDE COMPLIANCE PLAWS EXAMINER 2 -Zai -14 — DATE 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 Cindicated [on the cover page of the plans] for compliance with the Code -by your Third Party Agency # 1 6 — 5 6 6forplansreview. 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. 03m-DING The Department's contractor will make unannounced monitoring visits at least once each year. You S,AN ORDmustgrantcompleteaccesstoyourmanufacturingfacilityandrecordstoremainincompliancewith the rules and regulations of this program. p n to FpAR-Rv n Your certification is approved for three years from this date. You will receive a renewal notice by Email generated by the SCIS (www.fioridabulldino.om) 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.floridabulidina.org to see valuable information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local building permits. SANFORD BUILDING DIVISION Sincerely, Robert Lorenzo - Manufactured Buildings Program cc: National Design and Inspection, Inc. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT A AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE RROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVE THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 3z 00 RT = 1 S.;Sv ACE 3 1 L) 1\ r 1 APPROVED PLANSENG, DEPT. Li VI ijo - ; y o n o Okto install 192 square foot storage/workshop °1 t -' o shed as shown on plan. Accessory structure 4 60 T shall be minimum 10 feet from side property ` line and, 4 feet from rear property line. " $•- If -7 Accessory buildings and structures shall be N05'15'45•.e designed to blend aesthetically with the main r ( P&M) structure. z 3a C) 0 0 00 j a d CL 0 N CIq y9lOZ a Z Zy 8I f Wz 1 I FEB 2 2 2016 4' X 8' COMPOSITE CONCRETE SIDING OR ALUMINUM TRIM W/ ALUMINUM SIDING WINDOW OPENING VINYL SIDING AND WOOD= SIDING OPTIONS SEE PAGE 2 MOBILE HOME DOOR OPTIONAL) SEE WALL ANCHOR DETAILS ISOMETRIC OF SHED SCALE: N.T.S. APPROVAL 23 MIAMI DADE APPROVED HIP TRUSSES 16" O/C 12 SCALE N.T.S. X 6" P.T. FLOOR FRAMING TYP. 1. BUILDING I S 40 PVCTOALLOW FORSHINGLEROOFORBARRELTILE (see page 2fordetals) Q5 Ian Re 850405040 Nfiltiam E. bleary, Ili Will) kWEDGE ANCHOR w/3 -MIN. MOVEMENT TO PLUM OR SQUARE UNrrTOHOUSE,FENCE, PROPERTY UNE,ETC. OR ADVANTAGE(STEEL) OR ROLL SHOWN WITH FISCALAHS-2.5 2) 2- X 4" TOP PLATE EMBEDMENT INTO SOLID CONCRETE 2- ONCE UNIT S SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE FORMED ALUMINUM ROOF ASPHALT SHINGLE W/ DAQE COUNTY 2) 2" X 6' P.T. DOOR BUCKS SLAB THROUGH 2'X4' PLATE BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. Fn. THE OTHER END OFTHE BUILDING 2' X V RIDGE BLOCKS CLIP or EQUIVALENT LAFH SIDE WHEN GARAGE SEE TABLE 1 IS BROUGHT UP To LEVEL AND BLOCKED, THEN THE CENTER OFTHE BUILDING IS BROUGHT BETWEEN TRUSSES VX 4" EXTERIOR TUFF TRIM Iff DOOR INSTALLED W!(2j MIN. M 2'X4' HEADER OPTtONA1) WIDTH tr-0" Ht1r i 7 BOTTOM PLATE 2"X6" P.T. PLA AND SHIMMED. TO LEVEL, BUILDING3. AgqFCT F IlGGi.. THE eUiIDING is LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT 4PMG011 PLACEMENT IS ESTABLISHED BYTH£ WIDTH OF THE BUILDING. HOLES ARE FASCIA W10.0024 ALUMINUM, LSTA-18 SIMPSON CUP8) dsequivalent 4' DRILLED THROUGH THE YX4" BOTTOM PLATE WITH A } AUGER err AND THE EYEBOLTIS OR 26 GA. STEEL DRIP EDGE ENTRY DOOR see (Totes 2, 3, & 4) SHED WITH FLOOR REMOVED FASTENED INTO PLACE THE HOLE IS DUG FOR A 30' EARTH ANCHOR AND BACK FILLED. THE 2 X 4' TOP PLATE 3) 2" X 4" CORNERS ANCHORED TO CONCRETE scale: N.T.S. EYEBOLT AND ANCHOR ARE FASTENEED WITH A X T BOLT AND NUT. 5. IF THE UNIT IS TO BE ATTACHED TO A CONCRETE SLAB THE BUILDING IS SET ON THE CONCRETE SLAB AND SHIMMED UP TO LEVEL -A}' HOLE IS DRILLED WITH A HAMMER DRILL 2"X 4' STUDS @ 16" O.C. 2"X 4' BOTTOM PLATE INTO coNcRETE sLA81 g OFF RIM JOIST. THE EYEBOLT IS FASTEN THROUGH THE BOTTOM TYP. wait LSTA-18 SIMPSON STRAP PLATE AND A A-24 SIMPSON CLIP IS PLACED OVER THE J- X 2- BOLT AND NUT IS THEN FASTEN PORCH OPTION T-Crmin. V see anchor _ OR EQUIVALENT SEE t details x 12" forged eyebolt WALL ANCHOR DETAILS THROUGH THE EYEBOLT AND A-24 SIMPSON CUP. GENERAL NOTES& SPECIF.ICATIONSFOR AUGER ACHORS SEE PAGE 2) D' may HS -24 1. Bu a s e ome type aye varies(6'-0" t0 13'$') SIMPSON CUP manufactured by Home Pride of Bristol, VA_ The average holding paver le 2 M OR EQUIVALEN 2) 2' square gale. with not leas titan 4•9D0+I• 2'X 4" BOTTOM PLATE END ELEVATION TWO SIDE MODELS Vt'/ DOOR • concrete slab x 2" bolt & nut 2. 4 system to ground per local building code (by dealer) Lola mrdars SIMON-Pel SCALE J' _ 1, by others SIMPSON A-24 CUP pMrr na 3. Anchors shall be placed tMnuah the bottom plata and Ioasystem. 4" X 4" RUNNERS 12 5 through local ORCQUIVAlFNT Anchorin toTable ,' Tabte2 RunnerSpadng TRIPLE 2' X 4" codes 4' am # UPLIFT RATING 1 '-fr 13'x' -lair v-11' 5,-111 VARIES FLOOR FRAMING PLAN SCALE 114- =1.0' E E o r 1 l Is i; :1 t• 110 W E M I SEE SIDE ELEVATION WITH DOORS & WINDOWS FOR NOTSHOWN SID .ELEVATION scale: }" =1 0• VX 4" RUNNER TYPICAL ALL SHEDS ADDITIONAL 4"X 4" 1UNNER ON 13'$' WIDE THE?DS[O NLLY OPTIONAL, 25 PSFFE0OITLOAD i O/C JOIST SPACING LUED J' TONGUE & ROOVE WITH ADDITIONAL X 4" CENTER RUNNER X 6" P.T. PLATES FOR SHEDS fER 16' IN LENGTH 2')',! -'STUDS iWQ 16" O.C, typ. all see vra(I anchor v1rZS(6'-0" to I I_q deGlis END ELEVATION FOUR SKID MODEL NO WINDOW OR DOOR 1 SCALE }' = V SHED W/SKID ATTACHED ANCHORED TO CONCRETE SCALE: N.T.S. 2" SQUARE WASHER W/ NUT 2"X 4" BOTTOM PLATE COUPLER IF NECESSARY X 12" EYEBOLT 0' HURRICANE ANCHOR ANCHOR STRAP DETAILS PLYWOOD T&G FLOORING 1.1 Wit Ird in SCALE N.T.S. X 6" P.T. FLOOR FRAMING TYP. W(10 - 16d NAILS or alant(typ.)all 2"X 4" BOTTOM PLATE x a$lnfurnm!%un I s 7b1>trildOn X 4" BOTTOM PLATE (IYP. ALL Ian Re 850405040 Nfiltiam E. bleary, Ili T&G PLY BOARD SCALE N.T.S. tOUND) SHOWN WITH FISCALAHS-2.5 2' X 6" CODE REVIEW saEW&(2)2" ASPHALT SHINGLE W/ DAQE COUNTY 4'x 4' WINDOW HEADER X 4' TOP PLATE APPROVAL(fasten per mfc. Specs.), 7 X C UNDER HEADERSTA-9 2 CLIP or EQUIVALENT PERMA-TILE, ADVANTAGE x 4' WINDILY SNS 2,x4' BOTTOM PLATE X 4' STUD PANEL,{26 a. steel) ROLL FORM ALUMINUM seeYras&4) SIMPSON CLIP 4-PLYSHEATHINGOR?1'OS13 LSTA-18 SIMPSON CUP8) dsequivalent 9d NAILS OR SCREWS NAIL 4'01C EDGES AND 8'O/C FIELD COVERED W130# FELT SEE WALLANCHOR DETAILS ALTERNATE TRUSS STRAPPING DETAIL SCALE: N.T.S. i 2) 2" X 4" TOP PLATE moll 2 M 101 SIMON-Pel VARIES FLOOR FRAMING PLAN SCALE 114- =1.0' E E o r 1 l Is i; :1 t• 110 W E M I SEE SIDE ELEVATION WITH DOORS & WINDOWS FOR NOTSHOWN SID .ELEVATION scale: }" =1 0• VX 4" RUNNER TYPICAL ALL SHEDS ADDITIONAL 4"X 4" 1UNNER ON 13'$' WIDE THE?DS[O NLLY OPTIONAL, 25 PSFFE0OITLOAD i O/C JOIST SPACING LUED J' TONGUE & ROOVE WITH ADDITIONAL X 4" CENTER RUNNER X 6" P.T. PLATES FOR SHEDS fER 16' IN LENGTH 2')',! -'STUDS iWQ 16" O.C, typ. all see vra(I anchor v1rZS(6'-0" to I I_q deGlis END ELEVATION FOUR SKID MODEL NO WINDOW OR DOOR 1 SCALE }' = V SHED W/SKID ATTACHED ANCHORED TO CONCRETE SCALE: N.T.S. 2" SQUARE WASHER W/ NUT 2"X 4" BOTTOM PLATE COUPLER IF NECESSARY X 12" EYEBOLT 0' HURRICANE ANCHOR ANCHOR STRAP DETAILS PLYWOOD T&G FLOORING LSTA-18 SIMPSON HURRICANE STRAP 2" X 4" STUD SCALE N.T.S. X 6" P.T. FLOOR FRAMING TYP. W(10 - 16d NAILS or alant(typ.)all 2"X 4" BOTTOM PLATE x a$lnfurnm!%un I s 7b1>trildOn X 4" BOTTOM PLATE (IYP. ALL Ian Re 850405040 Nfiltiam E. bleary, Ili T&G PLY BOARD SCALE N.T.S. tOUND) SHOWN WITH FISCALAHS-2.5 2' X 6" CODE REVIEW Table 3 End sets 1.Pad spacing Is end to center of pad 2. Pads other than end pad spacing is minter to center 3. Use same maximum soacino for Interior ntnnom x x i.4-tooc mac 4 1 x c loan# concrete block o1ratity Load wrath an tunrwr Notes ed on 2,000 PSF sag bearing capacity (,2,000 PSF is typical) 1. Hollow or sad concrete btodks may be stacked on pads for high sets up to 48' with ail reit5xr5ng 2. ABS pad required on 11'-8' d I Tor wide buildings only Tabte4e Anchor Spadn Wdo I An ax. tenor 1 4n IF 41-1 1 Table 4b Anchoring Spacing of Auger Type Anchor For Date Wlde Sheds Location of end auger or stab anchor or spacing examples: 30' augvandhor or e x 3' expansion bofts. NOrspacing Is based on ASCE 7-10 for a Category 1, Enclosed Building 180 MP -H.(3 second gust) 2. %'measur ment above are center to centar of anchors. 443. The minimum andumbeerr oofrnandwr is(4). one each comer of shed fors eds Iris in kkxrh then the max. 5. harltlt ba n eId ca far e ansbn rthe ra or a ra .flh .xaans on bo7bl. a keen be a wain e oap[ when ahh ace r to an exrlgYing' bu9dkng. lel vAn -h case place on end wa as dose as to s' vii GEN AL NOTES 1. ALL BUILDINGS FROM 0 SCL FT. 720 SO. Fr_ ARE EXEMPT FROM WIND -BORNE -DEBRIS IMPACT PER2. AAL L BBUIIILD- r INGSS FF'ROO d 0 SQ. STATUTES. TO 400 SO. FT. FFOR RUHSEE Wf IITrH EONN EAANND TTryW7O FFABMIIL'Y 3. ALLSCOrdITML BUILDNAGR AS WETS AS RESIDE7ITU+LGBUIlD1NG5401 SQ. FT.OR GREATER MUST COMPLY WITH THE 6'8' DOOR HEIGHT AND MIN. AND MAX. WIDTH RE UIREMENTS(FBC) 4. ALL BUILDINGS 400 SQ. FT. OR LESS WITH 72" DOOR HEIGHT ARE ACCESSORIES TO RESIDENTIAL STRUCTURES. S. THIS PLAN WAS DESIGNED PER THE FBC, FBDR AND THE ASCE 7-10 6. FASTENERS FOR ROOF AND WALLS SHALL BE SCOTS@TRUGRIP METALTO WOOD 01 -Di -2012 03-20-2012 06-01-2015 JW O O LL 0 N O O U) EL O G U Val N fn ZQa W O rrI g it U3 LUD J of 0) OLpo L- 4R w= -_w F- U m R. EEO (9o2Z) W V) O_fa Cl) U)"i0 SEE PAGE TO FOR FASTENERS AND SHALL BE 9-15 X 1- OR EQUAL W/1 -(W) THREAD PENETRATION (TYP.) 6OMTS-12SIMPSOhr SIDING OPTIONS 7.GUrrERSTOBEINSTALLED ONSITE BYOTHERS THROUGH LOCALCODES. c o TRUSS STRAP) ig SIMPSON NAILS JR 9d SHED DESIGN LOAD REQUIREMENTS FOR THE l q 2014 FLORIDA BUILDING CODESIMPSONSCREWS ym OR EQUIVALENT certify that all material and o 2P1SHOWNu#THOUTFiSCAL 'THREADED ROD W/ {2) 1 hereby cer- ac: o components used in the manufacturing of the sheds. The materials and c rs _J DFORDETAILSTRUSSSTRAPPING41TA1L2'X 2" WASHERS &NUT w I LL .h 2,000# CAPACITY) UPLIFT components either have a Florida Product Approval as required by the Florida c Fir - SINGLE HELIX AUGER ANCHOR { Commission Building Rule(9N-3) or were analyzed using the Vu1t Stressbes'1 n ti _ No SEE FOR OPTIONAL FOR HIGH SET A)( material and components comply with the 2014 Florida BLl4Lr1ng CoUe;,ffie •y`. SIMPSON MST N inQ STRAP or Hz5 CUP WITH SCALE: N T.s. LSTA-18 SIMPSON STRAP -5..- ORLSTA-9 STRAP or equivalent /_l IV pm Florida Manufactured Building Act and Rules, and the 2011 N.E..Ta'.t9ego{y _ ,3 1: Enclosed Building Building, Exposure "C' with a wind c1f j8 M:pL:. ear m LSTA-18 SIMPSON DIP SIMPSON HS 24 clip o G SEE STRAP DETAIL NYa HURRICANE STRAP N OR EQUIVALENT X 2- BOLT W/ (2) 2- FLAT (3 second gust) , WIND LOADS ca: rn ds) L 4' X 4' RUNNEf; - DESIGN PRESSURE + o or equivalent al WASHERS & NUT F ppR yE {pqp 7 F _- h OPT. F100R LOAD 1 Ab SEE WALLANCHOR TYPE 1, if. III, OR IV GRADE DESIGN CRITERIA FLOOR DEAD LOAD B ss' 1 p gi(S - GF.L BUILDING CATEGORY 1 ROOF LIVE LOAD 20 PSF L OUTLET PAD AS REQUIRED 24' CONSTRNTYPE VB ROOF DEAD LOAD SPSF ;, _ oft Wlrin Diagram EFWI NDUOVELREOCiTY 180rt yh INTERNAL PRESSURE COFPFICIENT-*1-9.18. MIN. MEAN HEIGHT 8.43 FL TYPICAL WALL SECTION BUILDING TYPE ACCESSORY STRUCTURE - S' ALL WIRING SHALL BE MC CABLE 14 GA ALLOWABLE90F FLOORS 1 SCALE: NTS. FIRE RAT NG N/A - r A _ 3) WIRE WITH ALLMETALBOXES IENCLOSED CLASSIFICATION ENCLOSED 16 ro esstona ervtce nus lies SIDERAIL 174833rd Street Orlando, Florida 32838 WALL ANCHOR DETAILS Ian Re 850405040 Nfiltiam E. bleary, Ili SCALE N.T.S. ICC 518a: LA #UD0405 SHOWN WITH FISCALAHS-2.5 RE-ENGINEERED TRUSS FL SMI -7e. 5f4P-51 saEW&(2)2" ASPHALT SHINGLE W/ DAQE COUNTY 4'x 4' WINDOW HEADER X 4' TOP PLATE APPROVAL(fasten per mfc. Specs.), 7 X C UNDER HEADERSTA-9 2 CLIP or EQUIVALENT PERMA-TILE, ADVANTAGE x 4' WINDILY SNS 2,x4' BOTTOM PLATE X 4' STUD PANEL,{26 a. steel) ROLL FORM ALUMINUM seeYras&4) SIMPSON CLIP 4-PLYSHEATHINGOR?1'OS13 LSTA-18 SIMPSON CUP8) dsequivalent 9d NAILS OR SCREWS NAIL 4'01C EDGES AND 8'O/C FIELD COVERED W130# FELT SEE WALLANCHOR DETAILS ALTERNATE TRUSS STRAPPING DETAIL SCALE: N.T.S. i 2) 2" X 4" TOP PLATE Table 3 End sets 1.Pad spacing Is end to center of pad 2. Pads other than end pad spacing is minter to center 3. Use same maximum soacino for Interior ntnnom x x i.4-tooc mac 4 1 x c loan# concrete block o1ratity Load wrath an tunrwr Notes ed on 2,000 PSF sag bearing capacity (,2,000 PSF is typical) 1. Hollow or sad concrete btodks may be stacked on pads for high sets up to 48' with ail reit5xr5ng 2. ABS pad required on 11'-8' d I Tor wide buildings only Tabte4e Anchor Spadn Wdo I An ax. tenor 1 4n IF 41-1 1 Table 4b Anchoring Spacing of Auger Type Anchor For Date Wlde Sheds Location of end auger or stab anchor or spacing examples: 30' augvandhor or e x 3' expansion bofts. NOrspacing Is based on ASCE 7-10 for a Category 1, Enclosed Building 180 MP -H.(3 second gust) 2. %'measur ment above are center to centar of anchors. 443. The minimum andumbeerr oofrnandwr is(4). one each comer of shed fors eds Iris in kkxrh then the max. 5. harltlt ba n eId ca far e ansbn rthe ra or a ra .flh .xaans on bo7bl. a keen be a wain e oap[ when ahh ace r to an exrlgYing' bu9dkng. lel vAn -h case place on end wa as dose as to s' vii GEN AL NOTES 1. ALL BUILDINGS FROM 0 SCL FT. 720 SO. Fr_ ARE EXEMPT FROM WIND -BORNE -DEBRIS IMPACT PER2. AAL L BBUIIILD- r INGSS FF'ROO d 0 SQ. STATUTES. TO 400 SO. FT. FFOR RUHSEE Wf IITrH EONN EAANND TTryW7O FFABMIIL'Y 3. ALLSCOrdITML BUILDNAGR AS WETS AS RESIDE7ITU+LGBUIlD1NG5401 SQ. FT.OR GREATER MUST COMPLY WITH THE 6'8' DOOR HEIGHT AND MIN. AND MAX. WIDTH RE UIREMENTS(FBC) 4. ALL BUILDINGS 400 SQ. FT. OR LESS WITH 72" DOOR HEIGHT ARE ACCESSORIES TO RESIDENTIAL STRUCTURES. S. THIS PLAN WAS DESIGNED PER THE FBC, FBDR AND THE ASCE 7-10 6. FASTENERS FOR ROOF AND WALLS SHALL BE SCOTS@TRUGRIP METALTO WOOD 01 -Di -2012 03-20-2012 06-01-2015 JW O O LL 0 N O O U) EL O G U Val N fn ZQa W O rrI g it U3 LUD J of 0) OLpo L- 4R w= -_w F- U m R. EEO (9o2Z) W V) O_fa Cl) U)"i0 SEE PAGE TO FOR FASTENERS AND SHALL BE 9-15 X 1- OR EQUAL W/1 -(W) THREAD PENETRATION (TYP.) 6OMTS-12SIMPSOhr SIDING OPTIONS 7.GUrrERSTOBEINSTALLED ONSITE BYOTHERS THROUGH LOCALCODES. c o TRUSS STRAP) ig SIMPSON NAILS JR 9d SHED DESIGN LOAD REQUIREMENTS FOR THE l q 2014 FLORIDA BUILDING CODESIMPSONSCREWS ym OR EQUIVALENT certify that all material and o 2P1SHOWNu#THOUTFiSCAL 'THREADED ROD W/ {2) 1 hereby cer- ac: o components used in the manufacturing of the sheds. The materials and c rs _J DFORDETAILSTRUSSSTRAPPING41TA1L2'X 2" WASHERS &NUT w I LL .h 2,000# CAPACITY) UPLIFT components either have a Florida Product Approval as required by the Florida c Fir - SINGLE HELIX AUGER ANCHOR { Commission Building Rule(9N-3) or were analyzed using the Vu1t Stressbes'1 n ti _ No SEE FOR OPTIONAL FOR HIGH SET A)( material and components comply with the 2014 Florida BLl4Lr1ng CoUe;,ffie •y`. SIMPSON MST N inQ STRAP or Hz5 CUP WITH SCALE: N T.s. LSTA-18 SIMPSON STRAP -5..- ORLSTA-9 STRAP or equivalent /_l IV pm Florida Manufactured Building Act and Rules, and the 2011 N.E..Ta'.t9ego{y _ ,3 1: Enclosed Building Building, Exposure "C' with a wind c1f j8 M:pL:. ear m LSTA-18 SIMPSON DIP SIMPSON HS 24 clip o G SEE STRAP DETAIL NYa HURRICANE STRAP N OR EQUIVALENT X 2- BOLT W/ (2) 2- FLAT (3 second gust) , WIND LOADS ca: rn ds) L 4' X 4' RUNNEf; - DESIGN PRESSURE + o or equivalent al WASHERS & NUT F ppR yE {pqp 7 F _- h OPT. F100R LOAD 1 Ab SEE WALLANCHOR TYPE 1, if. III, OR IV GRADE DESIGN CRITERIA FLOOR DEAD LOAD B ss' 1 p gi(S - GF.L BUILDING CATEGORY 1 ROOF LIVE LOAD 20 PSF L OUTLET PAD AS REQUIRED 24' CONSTRNTYPE VB ROOF DEAD LOAD SPSF ;, _ oft Wlrin Diagram EFWI NDUOVELREOCiTY 180rt yh INTERNAL PRESSURE COFPFICIENT-*1-9.18. MIN. MEAN HEIGHT 8.43 FL TYPICAL WALL SECTION BUILDING TYPE ACCESSORY STRUCTURE - S' ALL WIRING SHALL BE MC CABLE 14 GA ALLOWABLE90F FLOORS 1 SCALE: NTS. FIRE RAT NG N/A - r A _ 3) WIRE WITH ALLMETALBOXES IENCLOSED CLASSIFICATION ENCLOSED 16 2) 2" X 4- TOP PLATE 4" X 4' P.T. RUNNERS INTERMEDIATE JACKS AT 16" O/C FASTEN TO TOP PLATE W/ SIMPSON H2.59W.) or EQUIVALENT PRE -FAB HIP RAFTERS 4) REQUIRED --` 4" X 4" BEAM AND 4"X 4" POST CONNECTED W/ SIMPSON BC4A POST BRACKET or EQUIVALENT (SEE POST CONNECTION DETAILS) 4" X 4" BEAM SUPPORTED W/ HIDDEN 2'X 4" JACK STUD 1E MIAMI DADE APPROVED SHINGLE ROOF OR BARREL11LEISTEEL OR ROLL FORMED ALUMINUM ROOF ISOMETRIC OPTIONAL PORCH FOR HI__P MQDELM SHEDS SCALE; N.T.S..TS 12 Q5 2" X 4' RIDGE BLOCKING BETWEEN TRUSSES SEE HIP TRUSS DETAILS SEE HIP RAFTER DETAILS X 4' P.T. HEADERS 4"X 4" P.T. POST RAILING SECTION (iYP. BETWEEN ALL POST EXCEPT ENTRY) HEIGHT IS 36" SPACING BETWEEN BANISTER IS 3 INTERMEDIATE 4" X 4" POST MAX. SPACING AT 4'-0" NOTCH TO REST ON 2"X 6" SIDE RAIL ATTACH TO HEADER W/ BC4A SIMPSON or Equivalent POST BRACKET, BOTTOM ATTACH TO SIDE RAIL W/ (8) 3" X.131 GALVANIZED NAILS & (2) A-35 SIMPSON CLIPS or Equivalent SHINGLES OR METAL ROOF OVER 309 FELT AND " ROOF SHEATHING OR TE OSB PS! APPROVAL 2015-06-23 WOOD PANEL SIDING FASTENERS FOR ATTACHING SIDING SHALL BE NO -STAINING BOX, SIDING OR CASING NAILS. FOR PANELS P THICK OR LESS, USE 6d NAIL AND 8d NAILS FOR THICKER PANELS. PANEL SIDING APPLIED DIRECTLY TO STUDS, SPACED IN ACCORDANCE WITH THE SPAN RATING AND FASTENED WITH 8d GALVANIZED BOX NAILS OR EQUIVALENT, SPACING 6 INCHES ON CENTER AT INTERMEDIATE STUDS IS AN ALTERNATIVE TO THE WOOD STRUCTURAL PANEL SHEATHING CONSTRUCTION SPECIFIED IN THE CODE FOR WALL BRACING. VINYL SIDING OPTION EXTERIOR WALL STRUCTURAL BRACING: SIDE WALLS /END WALLS BRACING MATERIAL SIMPLEX THERMO-PLY (STORM -BRACE) FASTEN WITH 0.120 X 1 J" COILED ROOF NAILS QO 3" ON CENTER(EDGES) AND 6" ON CENTER FIELD) BRACING INSTALLATION: STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUSLY FROM TOP OF ROOF RIM MEMBER TO BOTTOM OF FLOOR JOIST RIM MEMBER WITH ALL SHEATHING EDGES EXTENDING J" MINIMUM OVER T NOMINAL LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING. BRACING SHALL BE LOCATED AS CLOSE TO EACH CORNER OF THE BUILDING AS POSSIBLE AND AT ENTIRE LENGTH OF BUILDING. Ldl 3'-0' MIN. 1 8'-0' MAX. 1'-9"6'-6" TYP. FRONT ELEVATION OPTIONAL PORCH SCALE: }' - v4r 7•_10-. CONNECT LEFT OVER AREA OF POST TO 2"X W SIDE RAIL t -9 WITH (2) SIMPSON A-35 CUP$ TMP or EQUIVALENT 4'X 4' P.T. POST NOTCHED AREA AROUND 2"X 6' FRAMING ALL LUMBER 42 PINE OR X S" Mfrek CONNECTOR PLATES r-tD 3-tY 3'.Q 3'-10' G•1rr 13'-i TRUSS DETAIL REQUIRED MTS•12 SIMPSON STRAP 2"X 4' TOP PLATE OPTIONAL ROLL LAP ALUMINUM ROOF OPTIONAL ROLL LAP ALUMINUM SIDING OR COMPOSITE CONCRETE SIDING 4" X 4" P.T. RUNNER ISOMETRIC OPTIONAL SIDING FOR HIP MODEL SHEDS FOUR SKID MQDFL SCALE: N.T.S. FASTEN SCHEDULE SO 89 X 17' STRUCTURAL -CONNECTOR SCREW CAN BE USED IN PLACE OF 1 I" X.131 FULL ROUND HEAD LA 1:000405 DETAILS 1 FASTENERS NO. 10-142 j- 01-01-2012 G o3-zo-2D1z I1 064)1-2015 S. Of O ILL W o O O:2 N L u_N OIL 0IL 3 a - 0O C0 2mPO W oNiU Q W DOcoJ O Lt= _O FL S141.1-79, SNIT -51 PERNFt S HEX HEAD WOODTITE Wt DETAILS 2 FASTENERS NO. 10 X 1 }" -' - W T- DECKING 2' X 6" FRAMING BOTTOM VIEW POST POST CONNECTION CONNECTION UNDER PORCH DETAILS SCALE_' #' = 1'-0' SCALE ; =1'•0- 3" X 5' M,Tak CONNECTOR PLATES OR EQUIVALENT MTS -12 SIMPSON STRAP OR EQUIVALENT ' DOUBLE T X 4' TOP PLATE HIP RAFTER SCALE: }- = 1'-0' 82 P.T. 2' X 4' FRAMWG(TYP.) REMOVE 12 }' OF 92 P.T. 12 t X 121" ROUGH 2' X 4" BOTTOM PLATE OPENING 16- TO 24". 12' HYDROVENT DETAILS SCALE V= T-0' 3'X5' MTek CONNECTOR PLATES BOTH SIDES, ALLjowis X 4' CONSTRUCTION d" ALUMINUM LAP SIDING ON FRONT, ALUMINUM DOOR SKIN ON BACK unclad p M MA$TBt-RIB WOODBINDER WfEPDM WADVANTAGEh-• U c_ PANEL 7sHERS ENTRY DOOR 0WC7SCREWrASCAA FASTENERS - EAVE, RIDGE & ENDWALL RIDGE' Cl) Z D- CV SCREW ASTE ERS- MEDIATESUPPORTS SEE NOTES: 2, 3, & 4) p e O U FLOOR LIVE LOAD 75 PSF z C) 4' X 4" P.T. BEA SHED DESIGN LOAD REQUIREMENTS FOR THE W 2014 FLORIDA BUILDING CODE 4' X 4" RUNNER CONNECTED TO FLOOR DEAD LOAD a PSF t A W_j FLOOR JOISTS W/ SIMPSON CONNECT POST TO BEAM ---'a^ aG jomu,tiun W W 04 components used in the manufacturing of the shed. The materials and components either M W p Q HS -24 CUPS or EQUIVALENT W/ SIMPSON BC4A POST BRACKET""7b8u1L10„ have a Florida Product Approval as required by the Florida building Commission Rule(gN-3) Z Q 0 co e.y or were analyzed using the Vult Stress Design. All materials and components comply withcomponentsthe 4"X 4" POST NOTCH AROUND or EQUIVALENT 2014 Florida Building Code, the Florida Manufactured Building Act and Rules, and W U) -O m lSURE `C' VELOCITY 180 MP.H. I HEIGHT 8.43 FL CODE REVIEW Z O LL ,` o180 Df 2 M.P.H. (3 second gust) O Z C 2'X 6" FLOOR FRAMING FASTEN 4' X 4' P.T. POST Professional Service Industries WABLE IOFFLOORS 1 1 WITH SIMPSON A35 or EQUIVALENT 1748 33rd Street DSED CLASSIFICAMON ENCLOSED _ SEE POST CONNECTION DETAILS Orlando, Florida 32839 2' X 6" SIDERAIL Plan P.evieymc LViIliam E. Nteary, III ICC -'5185040 Ldl 3'-0' MIN. 1 8'-0' MAX. 1'-9"6'-6" TYP. FRONT ELEVATION OPTIONAL PORCH SCALE: }' - v4r 7•_10-. CONNECT LEFT OVER AREA OF POST TO 2"X W SIDE RAIL t -9 WITH (2) SIMPSON A-35 CUP$ TMP or EQUIVALENT 4'X 4' P.T. POST NOTCHED AREA AROUND 2"X 6' FRAMING ALL LUMBER 42 PINE OR X S" Mfrek CONNECTOR PLATES r-tD 3-tY 3'.Q 3'-10' G•1rr 13'-i TRUSS DETAIL REQUIRED MTS•12 SIMPSON STRAP 2"X 4' TOP PLATE OPTIONAL ROLL LAP ALUMINUM ROOF OPTIONAL ROLL LAP ALUMINUM SIDING OR COMPOSITE CONCRETE SIDING 4" X 4" P.T. RUNNER ISOMETRIC OPTIONAL SIDING FOR HIP MODEL SHEDS FOUR SKID MQDFL SCALE: N.T.S. FASTEN SCHEDULE SO 89 X 17' STRUCTURAL -CONNECTOR SCREW CAN BE USED IN PLACE OF 1 I" X.131 FULL ROUND HEAD LA 1:000405 DETAILS 1 FASTENERS NO. 10-142 j- 01-01-2012 G o3-zo-2D1z I1 064)1-2015 S. Of O ILL W o O O:2 N L u_N OIL 0IL 3 a - 0O C0 2mPO W oNiU Q W DOcoJ O Lt= _O FL S141.1-79, SNIT -51 PERNFt S HEX HEAD WOODTITE Wt DETAILS 2 FASTENERS NO. 10 X 1 }" -' - W T- DECKING 2' X 6" FRAMING BOTTOM VIEW POST POST CONNECTION CONNECTION UNDER PORCH DETAILS SCALE_' #' = 1'-0' SCALE ; =1'•0- 3" X 5' M,Tak CONNECTOR PLATES OR EQUIVALENT MTS -12 SIMPSON STRAP OR EQUIVALENT ' DOUBLE T X 4' TOP PLATE HIP RAFTER SCALE: }- = 1'-0' 82 P.T. 2' X 4' FRAMWG(TYP.) REMOVE 12 }' OF 92 P.T. 12 t X 121" ROUGH 2' X 4" BOTTOM PLATE OPENING 16- TO 24". 12' HYDROVENT DETAILS SCALE V= T-0' 3'X5' MTek CONNECTOR PLATES BOTH SIDES, ALLjowis X 4' CONSTRUCTION d" ALUMINUM LAP SIDING ON FRONT, ALUMINUM DOOR SKIN ON BACK unclad p M MA$TBt-RIB WOODBINDER WfEPDM WADVANTAGEh-• U c_ PANEL 7sHERS 0WC7SCREWrASCAA FASTENERS - EAVE, RIDGE & ENDWALL RIDGE' Cl) Z D- CV SCREW ASTE ERS- MEDIATESUPPORTS N O p e O U FLOOR LIVE LOAD 75 PSF z C) j Z SHED DESIGN LOAD REQUIREMENTS FOR THE W 2014 FLORIDA BUILDING CODE FLOOR DEAD LOAD a PSF t A W_j 1 hereby certify that t have reviewed these plans along with al building materials and W W 04 components used in the manufacturing of the shed. The materials and components either M W p Q 0 have a Florida Product Approval as required by the Florida building Commission Rule(gN-3) Z Q 0 co e.y or were analyzed using the Vult Stress Design. All materials and components comply with componentsthe0WM 2014 Florida Building Code, the Florida Manufactured Building Act and Rules, and W U) -O m lSURE `C' VELOCITY 180 MP.H. I HEIGHT 8.43 FL the 2011 N.E.C. for a Category 1: Enclosed'Building, Exposure"C", with a wind velocity of Z O LL ,` o 180 Df 2 M.P.H. (3 second gust) O Z C WIND LOADS H Lr O O QILOv DESIGN PRESSURE U QFLOORLIVELOAD75PSFP;- ' j ZOPT. FLOOR LOAD 125 PSF; FLOOR DEAD LOAD a PSF t A W_jROOFWELOAD20PSF' ROOF DEAD LOAD 5 PSF <• IGN CRITERIA INTERNAL PRESSURE COEFF CIE1$T_- 1.0.18 ^ _ 0 ING CATEGORY 1 e.y L RRUCTIONTYPE VB she'et2 lSURE `C' VELOCITY 180 MP.H. I HEIGHT 8.43 FL Df 2 PE ACCESSORY STRUCTUREIINGTYWABLE f' ( WABLE IOFFLOORS 1 1 RATING NIA DSED CLASSIFICAMON ENCLOSED _ A Geatarts lriP E •' 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 1S 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 Z" threaded rod) IS FASTENED INTO PLACE. THE HOLE IS BUG FOR THE 30" EARTH ANCHOR AND BACKFILLED.(per manufacture guideline). THE EYEBOLT AND AUGER ANCHOR ARE FASTENED TOGETHER WITH A J" X 2" BOLT & NUT, AND (2) 2' X 2" GALVANIZED WASHERS. 5. iF UNIT IS TO BE ATTACHED TO A CONCRETE SLAB, THE BUILD IS SET ON THE SLAB SHIMMED UPTO LEVEL. A2" HOLE IS DRILL INTO CONCRETE 1 k 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 #" X 2" BOLT AND NUT W!(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 Z" 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. T 4" min. rIfffali SCALE N.T.S. STRAP DETAIL scale: n.ts. TXT FLAT WASHER WI? NUT 2" X 4' BOTTOM PLATE I" X 12" FORGED EYEBOLT T X 6" P.T. FLOOR FRAMING SIMPSON HI -24 CUP(870# UPLIFT) or equivalent X T BOLT w1(2) T WASHERS SIMPSON A-24 CUP or equivalent 1) !r x 3" (1,200 UPLIFT RATING) EXPANSION BOLT OR WEDGE ANCHOR INTO SLAB Qa (spacing per table 1) x T gakvan'tzed washer ith 12' nut threaded rod P coupler r bolt & nut wf (2) Tx 2" miffed washers(2,0009+ rcapacty) 2" forged eyebolt aricane augeranciror SIMPSON HS -24 or equivalent TYPE 1, II, III or IV PAD WBLOCKONG AS REQUIRED CONCRETE SLAB BY OTHERS THROUGH LOCAL CODES AND JURISDICTION GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHOR 1. Building anchors shall 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,g00#. ` 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(floor system) and attached to anchor. TABLE 1 Shed Anchoring to Concrete Slab TABLE 2 Runner Spacing Shed Width ItUpliftISideofShed max.anchorsparang NOTCH OR COUNTERSINK Shed Width X3 13'-B' 280# 1 LF X _6. I- 13'48" V-101. 9'-11" &-11" 11'-8' 2Z6ffT1F 3' 10' o0#1LF &_6' 10, V-7" 6'-10" - 8' 16091 LF ' _ 6' 9" 6' - 6" - 6' 12D# LF 3' - 6' E 10" 51" - Values from end of)olst to centers of (2) 4"x 4' skids only.l3'-8" wide sheds have (4) set of skids TABLE 3 Support Footing Pad Spacing for Runner Blocking for Single Wide(SW) or Double Wide Shads(DW) 1. Pad spacing is end to centerofpad 2. Pads otter than end pads sparing is center to center. 3. Use same max. spacing for in[erWspacing. T Pad Dimensions Max."Material 1 x 8"x 16" 1776# concrete block Mali cement & sand mix 11 4" x B" x 16'3 500!3 concrete block all cement & sand mix 19 16" x 16" 3.9WI ABS Pads IV 8" x B" x 16' 1,900# 1 concrete block quality cement & sand ma Load width on runner. Based on 2,000 PSF Soil Bearing Capacity (2,000 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 I V-8" & 13'-8' wide sheds only. SHED WITH SKID ATTACHED SCALE: N.T.S. x T FLAT WASHER WI? NUT T X 4" BOTTOM PLATE Table ala Anchor SDacina of Auger TVDe Anchors for Sinqle Wide Sheds m- tye Auger Ancnar hed Lw` U lit P nd Anchor" ax. ntenor ang` 1 7.00' 243 i to 1 ' 1-8' 9.001 OB 1'-0" to 3'-0' 101-W 10' 174 1' ' to 10'-0' 8'-0' 1'-0' to 3'-0" 1 Table 4b Anchor Spacing of Auger Tyne Anchors for Double Wide Sheds Max.nchor hed Sme LW Anchor`" MaInterior do ^` 1' to ' -0' Load width of uplift on runner Location of end auger anchor or slab anchor Anchor spacing example: 30" auger anchor or }' x 3" expansion bolts. Notes: 1. Anchor spacing Is based on a 3 second gust at 180 M.P.H. for a Exposure"C" Enclosed Building per ASCE 7-10. 2. All measurements listed above are center to center ofandtors. 3. The minimum number of auger anchors is (4). (1) @ each comer ofshed forsheds less in length than the maximum. 4. The minimum edge distance for expansion bolts Is 8 diameters or 5' fb } 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 and walls as dose to sides as poss le. 1) J2' x W (4D0#.UPUFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB THROUGH TX 4' BOTTOM T X 4" BOTTOM PLATE NAILED TO 2"X W PT BASE NOTCH OR COUNTERSINK BOLTTHRU 2"X4" PLATE I- THROUG 4' min. CONCRETE SLAB BY OTHERS LOCAL CODES AND JURISDICTION 2 X IT EYEBOLTOR It" THREADED ROD OF NECESSARY) WITH T X Y WASHER AND NUT (2,000# CAPACITY# UPLIFT Z2 COUPLER IF NECESSARY w EYEBOLT AND 30' AUGER ANCHOR FASTENED Wil' X T BOLT AND NUT W1(2) T X T FALT WA j GRA SEE BUILDING ANCHOR DETAILS SINGLE HELIX EYE AUGER ANCHOR SCALE: N.T.S. SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE: N.T.S. SHED DESIGN LOAD REQUIREMENTS FOR THE 2014 FLORIDA BUILDING CODE 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 CRITERIA BUILDING CATEGORY 1 CONSTRUCTION TYPE VB BUILDiNGTYPE ACCESSORY STRUCTURE EXPOSURE C` WIND VELOCITY SW 1B0 M.P.H. (DW 190 M.P.H.) MEAN HEIGHT 9.85 R ALLOWABLE # OF FLOORS 1 ENCLOSURE CLASSIFICATION ENCLOSED FIRE RATING NIA 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= +1-0.18 01101/2012 02-23-2012 0249-2012 04-02-2012 05-02-2012 06-18-2015 O U U Zui ;t! U) 0 0< o W Om2 Z Lum o -(n O - 2W U)> O WFS rt`E 0.0 2 Ii N Z D_- rcO U) A Pi 7 Z tY - wWr M Z=w' d ZO9- WCcmmO NzZM- CQo pp JQi M Ov 0 Y 2 0 C/)N Q 0 J SHEET al i 11-1 7teatan, Jr. P.E. of PE #35816 REQUIRED INSPECTION SEQUENCE B_UILDING PPERMIT t 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 Roof Final Stucco / Siding Insulation Final Final Utility Building E Final Door Final Window 1 Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) REVISED: June 2014 Address: 7_ Scv--x /, s s'f L ELECTRICAL -PERMIT — - - Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final OPMMS Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final I E CHANICAL019,RMii Min Max Inspection Description Mechanical Rough Mechanical Final Man Max Inspection DDescri tion Gas Underground Gas Rough GasFinal THIS INSTRUMENT PREPARE BY: Name: .i(d l lJ =4441,e-, Address: S ti for,d, Fc 3 zz71 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: I & ^ P Parcel ID Number: 111111111111111114111111111 MARYANNE MORSEr SEMINOLE COUNTY CLERK OF CIRCUIT COURT is COMPTROLLER BK 8637 Ps 429 (1P9s) CLERK'S s 2016018872 RECORDED 02/22/2016 12.07:44 P11 RECORDING FEES $10.00 RECORDED BY hdevore 3.00M . Com( 2 - TheThe 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) 23D.49 GENERAL DESCRIPTION OF IMPROVEMENT: OWNER INFORMATION- , 1 Name: V//,L(/ /1I`• %i- / Address: j2,kA 1—qGrCl4/3 CIC .r y /L°G Sy77/ Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: 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 To receive a copy of the Lienor's Notice as Provi:i 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 '+ee i . SEM`':-' different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE U COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.1, o 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 FIRsi INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNE- BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. o 0 Under pei—na-1-tiles f pe .jury, I declare that I have read the foregoing and that the facts stated in it are true_ to a best rffy 16dge belief. t °C Owners Signature Owner s Printed Name r' O F Florida Statute 713.13(1)(g): "The owner must sign the notice of commencement and no one else maybe permitted to sign in his or her stead.- yett cc Z- 0Ou State of F County of ,.fl rY 1 e NXI I -e 11__ The• foregoing instrument was acknowledged before me this 2 gra day of e uC 0L or Lk , 20 by tj A11 P l 1 Who is personally known to me Name of person making statement OR who has produced identification pe of identification produced: I— . (tV k ; CP "-p E"'4e ANNEimtaryPubloridaComm. E, 2018COMMixS160Notary signature ded TINWAssn. '