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101 N Elliott Ave - BR08-001676 (SHED) DOCUMENTS (2)T CITY OF SANFORD PERMIT APPLICATION AY 4pplication N: ® 1 Submittal: Date: Job: D /J LE- Value. of Work: $ ` 4 l Parcel ID: Zoning: Historic District: Decriptwn g- f4Work_. Square Footage: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines Plumbing/New Residential: # of Water Closets Jccupancy Type: Residential Commercial Industrial of Gas Lines Plumbing Repair - Residential Commercial Occupancy Use Group(s): Zonstruction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) Property Owe—ner ihtil • t• • F A/ / Contractor. (_ ?"L l - 31'1-- ( 4.57 kddr r ©i N L L 10 / p Address: h ' 3 0 k3S, E-mail: Phone: State License Number: 3onding Company: Mortgage Lender: kddress: rchitect/Engineer: lddress: Ian Review Contact Person: Address: Phone: Fax: Phone: Fax: E-mail: pplication 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 ssuance 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 ermit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and SIR CONDITIONERS, etc. WNER'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 onstruction and zoning. NARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR MPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON"THE JOB SITE BEFORE THE IRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR IOTICE OF COMMENCEMENT. i IOTICE: 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 0 :lis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. e/- 49, rgnature oof NoTary-State of Florida Y" "'DEBBY B I'T dl MY COMMISSION # DD629096 F F o F EXPIRES: February 25, 2011OFF f-Mu-3-NOT.VtY FI. Notary Diswwt Asoc. Co. n.h. Owner/Agent is _ ersona y r Produced ID PPROVALS: ZONING: --/9-D5UTIL: _ pecial Conditions: 5> M i L 10 I ev 07.07 9 - Date 1 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 FD: ENG: BLDG:— 19200892048 r 1' 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 FSS 489.103 Disclosure Statement State Law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $75,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervision work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 1( SIGNING IS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Property -Address: 6 U – S19A)J;R) 1—t 7 Z T C A// do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. Date Form of tdentifica 'on ' D>BBIE SLANT ON Must be Photo ID MY COMMISSION # DD629096 t ) F EXPIRES' February 25, 2011 FI. Notwy,DiscowtAsS, CO, ? I -800 -3 -NOTARY PAviolationofthisexemptionisamisdemeanorofthefirstde9ree unishable bya to m bflffi sbn en nom` 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. 4/20/07) ., :.. ,. ., I NDERSTAND AND AGREE TO THE EXEMPTION PROVISIONS OF FLORIDA STATUTES 489.103 S LISTED ABOVE. I HAVE ACCESS TO THE ADOPTED CODES. I AM FAMILIAR WITH THE CODE PROVISIONS. I HAVE ADEQUATE KNOWLEDGE AND QUALIFICATIONS TO SAFELY PERFORM AND DIRECTLY SUPERVISE THE WORK. THIS PROPERTY IS NOT AN APARTMENT, CONDOMINIUM OR RENTAL PROPERTY. THIS STRUCTURE IS NOT BEING BUILT WITH MY INTENTION TO SELL, RENT, OR LEASE. I UNDERSTAND THAT THERE IS NOT STATED A TIME FRAME TO SELL, RENT OR LEASE AN OWNER BUILDER STRUCTURE WITHOUT BEING INVESTIGATED. I UNDERSTAND THAT FOR ANY UN -LICENSED PERSON I HIRE, I MUST DEDUCT F.I.C.A., WITHHOLDING TAX, AND PROVIDE WORKERS' COMPENSATION INSURANCE. Property -Address: 6 U – S19A)J;R) 1—t 7 Z T C A// do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. Date Form of tdentifica 'on ' D>BBIE SLANT ON Must be Photo ID MY COMMISSION # DD629096 t ) F EXPIRES' February 25, 2011 FI. Notwy,DiscowtAsS, CO, ? I -800 -3 -NOTARY PAviolationofthisexemptionisamisdemeanorofthefirstde9ree unishable bya to m bflffi sbn en nom` 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. 4/20/07) ., :.. ,. ., TSuperior Sheds Inc LONGY5'001) LpaUUZ/UUc 10/10/07 09:32 FAX 13867745632 STATE OF FLORIDA DEPARTMENT OF. COMMUNITY AFFAIRS Dedicated to making Florida a better place to call home" CHARLIE CRIST - Govem6r THOMAS G. PELHAM Secretary October 1, 2007 Mr, Alex G, Martens Superior Sheds, Inc, 2323 S. Volusia Avenue Orange City, FL 32763 RE: Manufacturer Renewal of Certification, ID MAF -1367 - - Expiration Date: November 09, 2010 Dear Mr. mirtns: t*is mYP 1 asure to inform you that Superior Sheds Inc. - OC located at 2323 S Volusia Ave, Orange I City FL 32763, has been approved under the Manufactured (Modular) Buildings Program, as provided for under Chapter 553, Part I, Florida Statutes, for the manufacture of Storage Sheds and Utility-Misc. Buildings for installation in Florida, Design and production of the buildings must be approved for compliance with the current Florida Building Code (FBC) by your selected Third Party Agency before manufacturing begins. Your Third Party Agency is a contractor to the Department and has statutory authority and responsibilities that they must comply with to maintain their approved status. Expect and demand. quality plans review and inspections. Each FBC change will make your plans obsolete until they have been reviewed, approved and so indicated [on the cover page of the plans] for compliance with the FBC by your Third Party Agency for plans review. Please ensure that your plans are in compliance and properly posted on our website to avoid embarrassing work stoppages in the permitting process. All site related installation issues are subject to the local authority having jurisdiction. o Unannounced monitoring yisits by the Department's contractor will be made at least annually. Complete j access to your manufacturing facility and records is mandatory to rem ain-compliant-with the rules and regulations of this program. Please visit our website at www.florid2building.org to see valuable information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications forocal building permits. Sincerely, I/' fl pj/ ael D. Ashworth Manufactured Buildings Program Manager Cc: Danny Kennemur, NDl 2555 SHUMARD OAK BOULEVARD TALLAHASSEE, FL 52399-2100 Phone: 850-488-84661SUNCOM 278-8466 Fax: 850-921-0781/SUNCOM 291-0781 Website: www.dca.state.fl.us COMMUNITY PLANNING. , AREAS OF CRITICAL STATE CONCERN FIELD OFFICE HOUSING AND COMMUNITY DEVELOPMENT Phone: 850-48B-2355/SUNCOM 27B-2356 Phone: 305-209.2402 Phone: 850-488-7956/SUNCOM 278-7956 j Fax., 860.488.33091SUNCOM 278.3309 Fax: 305.209.2442 Fax: 850-922-56231SUNCOM 292-5623 Permit #: I Project Name: 08-1676 Shed / Utility / Storage Bldg. Address: 101 N. Elliott Ave Plans Reviewed By: Richard Denman 407-330-5656 The Perm5tt Os Subject To The Following Comments THE FOLLOWING ARE STANDARD COMMENTS: Notice:. In addition to the requirements of the Permit, there may be additional restrictions applicable to this property that may 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. 1. Any connections that may be hidden during the installation shall be inspected prior to covering. 2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent location and protected from against the elements until all inspections are complete. 3. All permits require final inspection. Failure to do so may result in charges being filed with the Department of Business And Professional Regulation. 4. Permits shall expire if work has not begun within six months of date of issuance. 5. All current Florida Building Codes are to be complied with. 6. Any error or omission in this plan review shall not be construed to grant approval of any violation of any adopted Codes or Municipal Ordinances of this Jurisdiction. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES. oto, The South 1/2 of Lot 6 and all of Lot 7, Block 5, MAYFAIR, according to the plat thereof, as recorded in Plat Book'3, Page 35, of the Public Records of Seminole County, Florida. 0 I Community number: 120294 Panel: 0045 Q Suffix: E F.LR.M. Date: 4/17/95 Flood Zone: AE (9) Date offield work: 5/28/02 Completion Date: 5/29/02 ii Certified to: Raoul J. Matteine; Carol A. Matteine; Sunbelt Title Agency; First American Title Insurance Company. I 3 0 v W U.iwY FND 1 1IRON PIPE _ OFFICENONUMBERBER PERMIT # l 1 DATES LOT 5 I S1 -BLOC 010 HSV ICVV tP0 o Z 4R I g— s m REMAINDER OF In CCII_ LOT 6, BLOCK 5 N I .l JC 0 FND 5/ L IRON R00 1 /, _ YkLAPL8 /220 I '•`-'--" i N 89'4919" E 137.50' i & c alae 0RODa _ n IO^ coN W W Q O 0 O Fr O O o o Z W N X O 6° PORTION 0o u LOT 6, BLOCK Ui SINGLE STORY RESIDENCE #101 LOT 7 BLOCK 5 40X a a U N 89'49'19" FND I• IRON PIPE NO NUMBER I E EAST 2ND STREET SLOCK WALL CENTRAL 4AIGLE%CIEL7-A GEED EKDO K DESCRA"TXXV 0R OEED DFNLL GK71VEL1AA Y EASEAAE-7VT ELEVAT X7V F7V15k,E0FLC DR FOLnA CO'TE A ICA - I I -NT FOL^AD r44WERXALGry NAC LEAGTH L/V^Y7fZ7 ACCESS EASEAAENT MA/VFKXE A,OT TO SCALE CKFX)AL REG0FCt4 CFFIC14L RECOF>pS BOOK FERAAAAA- VTCOP4TPOL PC)IrVT F 1A4AET/T/VLIVLA ET/r PAGE P4VFMENT PL AT SOOK Ru11'4r GF E EGr,cmrVG F;7N/r DF CLOT F'0f)T ON L RVE FLW T C71 Cl.A=TVATL/7E F01VT OF REVERSE CL47VATUgF FIDWVT OF TAAJGEIVC; Y F74EX,S /FL4C.XAL) R071F OVEF *izi&G EASE/VENT SET 1F70ry Fx o 6 CAP SCJEWALK TEA4`0a4RY BE7VCH A44W TLX'CFB4fW TYF-X_,AL 1,41T7T.ESS CCF#'VER EXISTrQG ELEV4TCYV L 1.1..1 X J Q W O " u0M O n 0 x o Z 137.50' i FND 1 1/2' IRON PIPE I NO NUMBER Property Address: 101 North Elliott Avenue Sanford, FL 32771 Survey number: SL 8393 11 LEG4L 0.ESC)4PTLT/FFy'7VIDEOF3YOTVERS 21 TFfLAA.CSS}#7lMVh,ET7 MVVEW'F7EAUTABSTRACTEDFUREA.gE?vX M OROTI-ER OEAGi.R 7AA CESh0T9'-A7lA/1/ G'V T7£FLAT 31 LA 7C 17L.I OF;77TR7 SO FGl7TN G5. R.X1r.04TUr16CPC>}ER n4n!` SV t9WAOTL0C4= C) WALL TIESAFE TO T7fFACEOF T) -E W4LL. 31 Cr4 YV6'+6LEB11:) 0` E7VT5LGX_-4TE0 6) AC1Q9V7:7C4710VFZXA CCNF-F;C)-E74TYC 3-x,49 "SLr CEwSSA/07M 7/ Gr,4L S d7 4REFLATAAUAlFASLAW-DLr CESSOThEA1NBEAOTM 6) ELEV4TtTCFSCVOVAFEEL45MLIiOV/VGVD 7929LACE550TPERN45EAOrEO 9/ AEXADFVP.GLOTSAPE MTP -MV 7FES4A.IEBL0CX Lr%CESSOrF,EFAM^iFAOTEO 101 7HSB4NA.-r+-F7/_IE T.S/_i31/FVGI LESSOTF,l37VL6EAK77Z. 71) AKJTVALOL"_ESSSEALE0VN7HTN'FSCWVNRSLAWSVU:ISEA D5E4L. 121 Fi007Zp1,E0ETEFr VVATLl15APEF-R7VUEC.4SAC XRTESYCY\!_Y.AACAFE GL 77VEDf V.177-E BE5T5i77J ESAVFLABLE TO T7-ESLRI/EYCY2 7}S n,,saT>cNsue.oTuoreEF LEaL vFaRFLcr F{A y AAOAM V L79 RFFZ71 1/W74.errwlao r, IFE47E8YCFPTFY TH4T THSSL,RVEY4S4 TP( 4 SLl7VEYPREFWFEDL r,CERA"CF:ECTCI1 R4L/*4SV%49:r1C7F SNA7E121)1,0r1,' & LONd SU1iV1:Y1N(. INC% ECrff Ck WATER L.B. 71:32 365 Waymont Ct., Ste.109, Lake Mary, FL 32746 . Voice (407) 688-7631 Fax (407) 688-7691 VVODOFE7VC'E X-X- VVi7EFEA4:, OB FN FC[_/VVNAL D. FFW3-FRTICrV4VET7 C7. l4' R F7ECCx70 O/1W M FL -L0 NIE4SLA7EO ESMT C C4LCL.L4TFC7 FL CL CLE -4f? F. F. FTVCR ENC.T-70AC74/%'EN 7 F. C. M. 1E CE/VTFRL#%JE F.F?K. L R F7:?TYLr,E L.A.E C. &4. GXYV 74ETE MOAR.AVENT M.H. FIR. Fi7LIV0 r70A/F700 N TS. FI PFOLIVO 4'X?1/ FIDE O R. F7/4, F7iGP- rCF WAV O.R.B. 1S0 N4 -L 601SK F:CR O.E. OFT4NAGE EASEN41ENT PR,M UE. L?L/TYEASE7t4E7VT rG Fa. F0L^/0 PVMT P FL4T PB. AY/V-0' 4Sc*44LT P.OB OHU 0VF_7g'-eE40I.ITLIT7ES PO.0 P.F. FOVVER FLLE FOL. TX 7F7AAJSFCXW"E'R FG CATV CAEYF_ FWSE:7 r?FxG WIVL WATEF? A4EIER FIT TEL. nEra471'VEF4CCF77ES R COV ;4EDAFIEA RO.E. B.R. BEARIA,G FIEF _ _ SIR CH 0- S/1W R40 RACVAL TB.A•t NR AADIVRAG1'AL T.O.P. A/C 4x?cz'VCYTAor'.eq TYP. BM. BBVC1-FA14RK WC. C B. CATCH S4SN 10.50 C C4LCLCATEO EO. W. E EAST 2ND STREET SLOCK WALL CENTRAL 4AIGLE%CIEL7-A GEED EKDO K DESCRA"TXXV 0R OEED DFNLL GK71VEL1AA Y EASEAAE-7VT ELEVAT X7V F7V15k,E0FLC DR FOLnA CO'TE A ICA - II -NT FOL^AD r44WERXALGry NAC LEAGTH L/V^Y7fZ7 ACCESS EASEAAENT MA/VFKXE A,OT TO SCALE CKFX)AL REG0FCt4 CFFIC14L RECOF>pS BOOK FERAAAAA- VTCOP4TPOL PC)IrVT F 1A4AET/T/VLIVLA ET/r PAGE P4VFMENT PL AT SOOK Ru11'4r GF E EGr,cmrVG F;7N/r DF CLOT F'0f)T ON L RVE FLW T C71 Cl.A=TVATL/7E F01VT OF REVERSE CL47VATUgF FIDWVT OF TAAJGEIVC; Y F74EX,S /FL4C.XAL) R071F OVEF *izi&G EASE/VENT SET 1F70ry Fx o 6 CAP SCJEWALK TEA4`0a4RY BE7VCH A44W TLX'CFB4fW TYF-X_,AL 1,41T7T.ESS CCF#'VER EXISTrQG ELEV4TCYV L 1.1..1 X J Q W O " u0M O n 0 x o Z 137.50' i FND 1 1/2' IRON PIPE I NO NUMBER Property Address: 101 North Elliott Avenue Sanford, FL 32771 Survey number: SL 8393 11 LEG4L 0.ESC)4PTLT/FFy'7VIDEOF3YOTVERS 21 TFfLAA.CSS}#7lMVh,ET7 MVVEW'F7EAUTABSTRACTEDFUREA.gE?vX M OROTI-ER OEAGi.R 7AA CESh0T9'-A7lA/1/ G'V T7£FLAT 31 LA 7C 17L.I OF;77TR7 SO FGl7TN G5. R.X1r.04TUr16CPC>}ER n4n!` SV t9WAOTL0C4= C) WALL TIESAFE TO T7fFACEOF T) -E W4LL. 31 Cr4 YV6'+6LEB11:) 0` E7VT5LGX_-4TE0 6) AC1Q9V7:7C4710VFZXA CCNF-F;C)-E74TYC 3-x,49 "SLr CEwSSA/07M 7/ Gr,4L S d7 4REFLATAAUAlFASLAW-DLr CESSOThEA1NBEAOTM 6) ELEV4TtTCFSCVOVAFEEL45MLIiOV/VGVD 7929LACE550TPERN45EAOrEO 9/ AEXADFVP.GLOTSAPE MTP -MV 7FES4A.IEBL0CX Lr%CESSOrF,EFAM^iFAOTEO 101 7HSB4NA.-r+-F7/_IE T.S/_i31/FVGI LESSOTF,l37VL6EAK77Z. 71) AKJTVALOL"_ESSSEALE0VN7HTN'FSCWVNRSLAWSVU:ISEA D5E4L. 121 Fi007Zp1,E0ETEFr VVATLl15APEF-R7VUEC.4SAC XRTESYCY\!_Y.AACAFE GL 77VEDf V.177-E BE5T5i77J ESAVFLABLE TO T7-ESLRI/EYCY2 7}S n,,saT>cNsue.oTuoreEF LEaL vFaRFLcr F{A y AAOAM V L79 RFFZ71 1/W74.errwlao r, IFE47E8YCFPTFY TH4T THSSL,RVEY4S4 TP( 4 SLl7VEYPREFWFEDL r,CERA"CF:ECTCI1 R4L/*4SV%49:r1C7F SNA7E121)1,0r1,' & LONd SU1iV1:Y1N(. INC% ECrff Ck WATER L.B. 71:32 365 Waymont Ct., Ste.109, Lake Mary, FL 32746 . Voice (407) 688-7631 Fax (407) 688-7691 It C 1 x 4 BRIDGING 2x 4 BENT (TYP.) 1 x 4 BRIDGING SEE DETAIL BELO' WINDOW OPEN11' 2) 2 x 6 BEAM (TY 4' ALUMINUM SIDI 214 BOTTOM PU 314' PLYWOOD FLOOR HURRICANE ANCHORS TYp.) USE SIMPSON LSTA-18 W/ #14 - 16tlNAILS 2 x 6 SIOERAIL WALL ANCHOR DETAIL SCALE: N.T.S. a,wiu M ROOF x2)-2s 45PRULE HEADER2 4 BENT& 2)- 7X612 PINE EACH SIDE.. 20 GA. 3' x 5' GALV. NON LOAD BEARING WHEN NAILED PLATES (2) PER GARAGE DOOR INSTALLED USENECTIO14 FOR So COMMON HEADER 1% 4 BRIDGING ®BENT (TYP.) , 12 20 GAUGE 3' x 5' GALV. PRESS SIMPSON TP35 PLATE W/ (2) 2x4 W/ 1/2 PLYWOODQ5PLATES (2) PER CONNECTION (g) 10d x 1-1/2' NAILS , V RIES - -' SPACER OR 4.4 g2 PIN 5 INTO HEADER W/ (5) ` TYPICAL ELOPEAT KNEE THRU Od x 3' NAIL ®EACH SIMPSON HIS W/ 5&5 j .i 12JDINT OF BENT ENP 1 x 4 BRIDGING 0 BENT (Ty P.) 16d NAILS ®2x4 FRAME I 6 STUD ADDED WHEN < x IGARAGEDOORINSTALLEDEI 2x 4 BENT FRAMES MAX. WIDTH 5'-0' FOR m - CONNECTED WI lad COMMON I c1-C`TION THRU H AEDEB o I a I,T O.C. SCALE: 1 12' - 10 ENTRANCE DOORS WIDTH 6', i m B•, & 9' FOR GARAGE DOORS h g VARIES 2 x 4 BENT DOUBLE DOORS `om 2 x /BOTTOM PLATE - 20 GA 3' x 5" GALV. p 7,p. 4 x 4 CONNECT FLOOR BEE ATTACHMENT DETAILS NAILED PLATES (2) PER Ca'TO RUNNER WI Xr - CONNECTION FOR HEADER SIMP SON H521 X1 Xa USE 8d COMMON VARIES (6'47 TO 17-01 - 4x4 #2 PINE. 2x4 NAILED WN SEE END ELEVATION - _ TO BOTTOM W/ (2) #16d FOR INFORMATION.NOT SHO S SIMPSON TP35 PLATE W/ COMMON NAILS a 16' O.C. END ELEVATION WITH DOOR TWO SKID MODEL( 8) 10d x 1-1/2" NAILS SCALE: 1/4'=14Y THRU INTO HEADER W/ (5) - SIMPSON HS -24 STRAP 4 - 3" NAIL 0 EACH INTERMEDIATE FRAM 2% HFADER ES OR 10d x END HEADERS W/ 4&4 ISO 12 1 x / BRIDGING - NAILS a 2.4 FRAME O5 2x48ENTCTYP.) S TYP. SLOPE AT KNEE JOINT OF Q12 BENT t CF[`TION THRU HEAQE6 SCALE: 1 1rz' 1 x 4 BRIDGING I t 2 x 4 STUD (TYP-) ere CO 3/4• PLYWOOD FLOOR OVER ISOMETR_ I FSED 7- m x 2.8 P.T.P. SCALE: N.T.S. C •'jg01N j- mP) }/ g" x 8" FORGED I, cpol 7tru eeSEE ATTACHMENT DETAILS EYEBOLT o jj2 F7Pe Rarnf of L X1 r N { 2b P,fx C, rVARIER ( 8'•P TO 12'-0") 40'-0' MAX. LENGTH Np. Floor /+s• ' R INFORMATION NOT SHOWN BEE END ELEVATION `NT`MD ppb a u 2.470 G. MAX, JOIST SPACING p7pya1 Dara END ELEVATION FOUR SKID MOD& t" RhW'; pp yy p A{ (a°C" p J q ,..•- SCALE: 1l4' = 1'-0' %V Iq p/ AY, p' 9r1' IT+ e EtiTLS'- =nrl tyCB .'.' `{,TL 'AM'6A 4 x 4 RUNlI"ro' 1, In, N{'4IRY=x077 to""zt or APP"" trk From the regni-r_menu DE sFF 6 Sylee I•a'S a N " 0 m 2x6 P.T.P. PLATES FOR r SHEDS OVER 46' IN LENGTH 4 x w m N• W A314" PLYWOOD FLOORING C 4x 4 RUNNER 2 x 4 BOTTOM PLATE (TYP. ALL AROUND) X 2 x 6 BENT (TYP.) (SEE SIDE WALL ELEVATION) FLOOR FRAMING PLAN _ SCALE: 114' • i"T 21-0• WINDOW I DOOR HEADER TYP.) 2 x 4 HEADER Q m Lam_ I. If _ (M1 (MAX.)A)L) SIDE ELEVATION WITH DOORS & W NDOWS SCALE: 114 =1'-0' 2'-0' 2. 4 S EMT Crypt 1 x 4 BRIDGING 2x4SILL 2 x 4 BOTTOM PLATE SEE DETAILS FOR CONNECTION SEE SIDE ELEVATION WITH DOORS 6 WINDOWS FOR INFORMATION NOT SHOWN SIDESIpE E1 TION - s 4 BRIDGING OUTSIDE WIDTHS: l`iNGLE C OPIJ v'i DVERHA 1G ad prodUCUS In plia ace Voth le 9B-72 for uct Approval 2' x 3• PRESS PLATES BOTH SIDES ALL JOINTS 2%4 CONSTRUCTION ALUMINUM DOORSKIN ON BACK & BACK 2 x 4 BENTCf " DOOR CONSTRUCTION OPTIONAL 1 z4 WIND BRACE (TYP-) AT FOUR CORNERS 12'-0' WIDE OR GREATER o 2 x 4 BOTTOM PLATE _ i' SEE DETAILS FOR CONNECTION C N I I 5L I WIRINC_ _ DIAG>=M OPTIONAL ELECTRIC) SCALE. N.T.S ALL WIRING SHAALLL BEEALL M C CABLE BOXESGA. 1 ANOINSTALCATION OF SINGLE WIDE SH gyc' PCAAU comply °`rico+ & SETUP ON SCHEDULE 40 P.V.L. TO ALLOW FOR SCS 21a' IS PLACED IN REQUESTED LOCATION ' " wTOPLUMORSQUAREUNITTOHOUSE, FENCE, PROPERTY LINE, ETC. HTHEGROUNDISESTABLISHEDTHE - MOVEMENT IS a tcdpctanda P Criterim the [ai$L Q 1 x 4 BRIDGING I t 2 x 4 STUD (TYP-) ere CO 3/4• PLYWOOD FLOOR OVER ISOMETR_ I FSED 7- m x 2.8 P.T.P. SCALE: N.T.S. C •'jg01N j- mP) }/ g" x 8" FORGED I, cpol 7tru eeSEE ATTACHMENT DETAILS EYEBOLT o jj2 F7Pe Rarnf of L X1 r N { 2b P,fx C, rVARIER ( 8'•P TO 12'-0") 40'-0' MAX. LENGTH Np. Floor /+s• ' R INFORMATION NOT SHOWN BEE END ELEVATION `NT`MD ppb a u 2.470 G. MAX, JOIST SPACING p7pya1 Dara END ELEVATION FOUR SKID MOD& t" RhW'; pp yy p A{ (a°C" p J q ,..•- SCALE: 1l4' = 1'-0' %V Iq p/ AY, p' 9r1' IT+ e EtiTLS'- =nrl tyCB .'.' `{,TL 'AM'6A 4 x 4 RUNlI"ro' 1, In, N{'4IRY=x077 to""zt or APP"" trk From the regni-r_menu DE sFF 6 Sylee I•a'S a N " 0 m 2x6 P.T.P. PLATES FOR r SHEDS OVER 46' IN LENGTH 4 x w m N• W A314" PLYWOOD FLOORING C 4x 4 RUNNER 2 x 4 BOTTOM PLATE (TYP. ALL AROUND) X 2 x 6 BENT (TYP.) (SEE SIDE WALL ELEVATION) FLOOR FRAMING PLAN _ SCALE: 114' • i"T 21-0• WINDOW I DOOR HEADER TYP.) 2 x 4 HEADER Q m Lam_ I. If _ (M1 (MAX.)A)L) SIDE ELEVATION WITH DOORS & W NDOWS SCALE: 114 =1'-0' 2'-0' 2. 4 S EMT Crypt 1 x 4 BRIDGING 2x4SILL 2 x 4 BOTTOM PLATE SEE DETAILS FOR CONNECTION SEE SIDE ELEVATION WITH DOORS 6 WINDOWS FOR INFORMATION NOT SHOWN SIDESIpE E1 TION - s 4 BRIDGING OUTSIDE WIDTHS: l`iNGLE C OPIJ v'i DVERHA 1G ad prodUCUS In plia ace Voth le 9B-72 for uct Approval 2' x 3• PRESS PLATES BOTH SIDES ALL JOINTS 2%4 CONSTRUCTION ALUMINUM DOORSKIN ON BACK & BACK 2 x 4 BENTCf " DOOR CONSTRUCTION OPTIONAL 1 z4 WIND BRACE (TYP-) AT FOUR CORNERS 12'-0' WIDE OR GREATER o 2 x 4 BOTTOM PLATE _ i' SEE DETAILS FOR CONNECTION C N I I 5L I WIRINC_ _ DIAG>=M OPTIONAL ELECTRIC) SCALE. N.T.S ALL WIRING SHAALLL BEEALL M C CABLE BOXESGA. 1 ANOINSTALCATION OF SINGLE WIDE SH D5rz002 9/10/2003. SETUP ON SCHEDULE 40 P.V.L. TO ALLOW FOR 2/14/2004 IS PLACED IN REQUESTED LOCATION ' " wTOPLUMORSQUAREUNITTOHOUSE, FENCE, PROPERTY LINE, ETC. HTHEGROUNDISESTABLISHEDTHE - MOVEMENT IS 10/19/2004 11/05/2004 + MOVEMENT 2. ONCE UNIT IS SQUARE: AND THE. HIGH SPOT OF END OF THE BUILDING THE CENTER OF THE BUILDING IS BROUGHT UISBLOCKEDONHIGHSPOTANDLEVELED. THE'OOF 12/28/2004 03/09/2005 BUILDINGBROUGHT UP TO LEVEL AND BLOCKED THEN BLOCKS ARE:ADDED TO ACHIEVE THE CORRECTTOLEVEL, BLOCKED, ANO THEN SHIMMED' p AFTER THE BUILDING IS LEVEL, MORE . HOLES ARE DRILLED Size 14' SPACING. I- AIJCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. TEWITHWT AUGER Eli AIJD THE EYE90LT 10 FASTENEDANDBACKFILLED. THE EYEBOLTTHE2.4 f_1 y' THROUGH 4tHOLESODUGLFORTEARTHANCHOR ARE FASTENED WITH 12'x BBOLT. INTO PLACE. THE APPROVETHEBUILDINGIBBETONSLABSHIMMEDAND-AUGERANCHORS. IF UNIT IS TO BE ATTACHED TO CONCRETE BLAB, THROUGH BHA6OTTOM PILATE AND AN BOLT IS THEN OR RI x 7 BOLT IS THENJ010TT. THE EYEBOLTS FASTENED YOVERTHE310' WEDGE ANCHOR A t2' SW D 2.65' SIV 6.00 SIMPSON STRAP IS PLACED THROUGH THE EYEBOLT ANO ANC OR WITH 318' x 5' WEDGE BRACKET ANCHOR CENTER, _ 2558 24005 11 or III FASTENED 8. IF NO FLOOR UNIT BUILDING IS U5ED, BETWEEN EVERY WALL STUD. ' SW 5.00' FOR 20295 II or III GENERAL NOTES SPECIFICADTIONS AAUGERnmoHOxRAtlbyStyle chest ofFreeman.OH_ El 1. Balding anchors $hall be'mobde harm type lea eye- - per Table 4 through the bottom plate. is pexpansionbolts. laced for 3/8" d walls 05 close toexcept e 1dncin Maximum allowable up86 2,0000 or equtvalenl. local building eatls (by dealer). Loma anchahe Q Z. Anchoring sy-tem to ground per3. Mahon shall bepla-ed through the bottom Pate and Doorayaam. 2 Runner Spering UPLIFT RATING) EXPANSION BOLT OR WEDGE ANCHOR Table Shed Ancoring to Concrete Slab x2 x3 is end to center of pad. to center. Table i Si a Shed Wdt X1 6X3 1a'4Y 1'-10 t7 3'-6 ItrUDlittSideofceflnchorio3 7777$ O Shed Widt 2'-01R' 2800 / LF 5"0' 12'•0' pod spacing ds spacin s centerPadsotherthanendpa 9i 17.0' 240 N 01. 2001 I LF 7- Fry40V0AN •HDR TO GONCRE'[E 1 0 1fi011LF es of skaa. 4 X d skids Doty. 4'-C'wide have (1) Value- fiam -rid of fait to Done. of C2) in Double Wide Sheds Runner Blots- imumking O 2. Use Load x PadTable3SupportFootingPadSpacingfor Side Runne for interior runner. 2" x 2' SQUARE WASHERS 1. Hoo_ reinforcing- wide sheds only. 12' & 14 LA Pod End Pad Side Runne In teem n Pod TypePodType g' x 2' BOLT W/ (2) NUT (A-24 1-1/2" MI - Shed Descnotion T e LW - PL End Pad Maz. 5 onog 11 or 1111936 1879 II ar III 1WASHERS pq FF' 2r,AA%L A-24 STRAP Size 14' gVJ S 2 to 3'- " g _0" 1435 1 II or It 1640¢' 2550 II or III 1,2005 UPUFT) 14' SW D 2.65' SIV 6.00 5,_q- 4 m to 2558 24005 11 or III 2400# II or 111 II or III12 10 SW 5.00' 4 m to 5.-0„ 6'-g 20295 II or III 21 J# El V is pexpansionbolts. laced for 3/8" d walls 05 close toexcept e 1dncin 14'-0' 7.00 • 12-0' 6.00 208 1'-0' l0 3'4T - 1 D'-0' 1'-0" to 3'4Y Q UPLIFT RATING) EXPANSION BOLT OR WEDGE ANCHOR N""'1. is end to center of pad. to center. 174 124i 101 139 7 5.00' 6.00' 1•.0•lo 3 '47 O INTO SLAB a SPACING pod spacing ds spacin s centerPadsotherthanendpa 9i Q Fry40V0AN •HDR TO GONCRE'[E 1 0 PER TABLE 1) 2. Use same max. spacing for interior runner. SCALE i 1/2 Ma%. Load Material T Pad D'men mons Door's block ouabtl' cement 6 and mot RETE ` 2'.B.1e' 177780 ` emend&B.no I 3.500 N concrete bock ouaLl c 11 4'x B-%16' 1) 3/g" x 5" (400116• 39500 acs paelE Dam III t 1 1 t reode lab span. Check wthUPLIFTRATING) WEDGE - Sell pressure shall be verified by fold pen hems er ee aANCHORINTOCONCRETE LBa edotn 2.000 PS' towable sob pheeeuhe. SLAB AT SPACING angklesr9l. pressure a lees than 2,000 PSF. PER TABLE 1) - ods for high sets up to 48"max. with out Naar. OTCH OR COUNTER SINK II w or stilt conuete blocks may be stacked an pNBOLTTHRU2x41. Hoo_ reinforcing- wide sheds only. 12' & 14 LA Qk O 1-1/2" MI - 2, Pads required on Type Anchors For Single Wide Sheds 0 N.LP.C. w 0.18. All measurements listed above ore center to center of enc a1 ® each .comer of O 0 2 x 4 BOTTOM PLATEBASE Table 4o Anchor Spacing I Auger I Anchor 30 Eve An • ntenn'9oacin Z e F2, air- a"".1"m. NNAILEDTO2x6cho.userr PL End AnMox. thanothe bolts IsB diameters or 5' forlsheds lessmnelength 4' She Siz LW' Uplift 7• t' 243 1'-T to El V is pexpansionbolts. laced for 3/8" d walls 05 close toexcept e 1dncin 14'-0' 7.00 • 12-0' 6.00 208 1'-0' l0 3'4T - 1 D'-0' 1'-0" to 3'4Y Q tov W I174124i 101 139 7 5.00' 6.00' 1•.0•lo 3 '47 O i 36 Y Q Fry40V0AN •HDR TO GONCRE'[E 1 0 8,p Spacing Of Auger Type Anchors for Double Wide Shed: RE U SCALE i 1/2 Table 4b Anchor 30 E e Au er Anchor to FORGED EYE BOLT OR 1/2' nd Anchor•" Max. Interior Soocin THREADED ROD W/ r5neLty, Volift PL 2" x 2' WASHER &NUT 20-0 Wool rb rZ2,000 + CAPACITY) a Load width of upllL on anchor. bzpenaion"'M C Q UPUFT Location oron,auger or s 30'auger or 316'x2374 SEE STRAP DETAIL Anchor -pacing example. 1/2'_ x Z'_BOLT W/ (2) 150 MPH Per to SIMPSON HS -24 z TYPE I OR II CONCRETEPAD W1 BLOCKING AS REQUIRED 6 112 x 4- FORGED EYE BOLT _ SHED&I SKID ATTACHED SCALE: 1 tri 2,000 + SHEAR CAPACITY) GRADE fl STRAP SCALE: 114' = 1'-0' i I SINGLE HELIX AUGER ANCHOR Notes: gust at- 1. Anrhor SpacingIs based anor3adsCe°Fadm 7 Enclose Building, LA Qk ASCE 7-98. Cotagory 'C', .mP ..' - a 0 N.LP.C. w 0.18. All measurements listed above ore center to center of enc a1 ® each .comer of O m Z e F2, air- a"".1"m. Q w w uthanotheboltsIsBdiametersor5' forlsheds lessmnelength shed4. The minimum edge di§tonce for expansion next to El Q(ry ^rev is pexpansionbolts. laced for 3/8" d walls 05 close toexcept e 1dncin I: n^c e can p cedshed 5, Anchors shall In h chexistingbuilding, . w ° .. IVY x/ I-I( i 36 sides_ as poscsible. u'/ / e - RE IRE EN WeOdy x2. GALV. WASHER. ORGED EYE BOLT OR 1/2' HREADED ROD rr COUPLING 12'x1 112' BOLT WI (21 WASHERS (2,0001 . SHEAR CAPACITY) 12' x 4' FORGED EYE BOLT 30' HURRICANE ANCHOR r..c ArtGFR '1AGyv° SHED DESIGN LOA for the 2004 BuIldlni3 Codi G c N Basle Wind PreeetJn qz • 0.00256(Kz)(Kxt)(KdTj'1 par ASCE TAB Y. a 0.85 ExPaauhe CI Kt 1.0 Kd = 0.85:1. 0.77; V • 150 MPH qz •32.04 PSF - W = qx s 0.05 •27.24 PSF t 1 hereby unity mal I nave heviswad these "';:ds' The ma arias and compolan a ether ampanena used e11he these o F1.6da Building Cammi-:ion Rule (CnaPtar 0_ have Florida Produd Approval as required by g : 98-721 or wars analysed udh g the Rational Method and Allowable toe 2 01 & 2004 Fl oda Bu0din0 Cod• 1 her $0150 MPHwia Na C e 3 s s4 and components camPly yr _ velocity. basic wind phessure of 27.24 PSF, I = 0.77, Encbcatl Building, Exp°suhe'C, an c s N.I.P.C. =0,18., Roo} Live Load - 20 PSF, Roof Dead Lou dd. 11 Fmor'i+1 Loaf = a W p C k e PSF, Fbor Dead Load = 5 PSF OilMainWlndForceResistingSysteme - - - 8 tctlComponents&Cladding Design (Efe( P` vfnd AlecZone . J I Zone wind Area 16 29 i0 3134 10 20 17 27 4 20 y 31150 5D Gone Wind Areo -) ! y Zone WndreaA + - 10 3 42 10 19 60 20 30 ,a9 1. 2&3 2p 17 55 5 50 28 35 1 Lawrence E. Bennet:. P c. Q16644 M- dtd-------- 00