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Home My WebLink About109 Woodfield Dr (6)M;tIVED Permit # : 1799 Job Address: I' Al. W G-" CITY OF SANFORD PERMIT APPLICATION MAR 2 0 2006 9 Date: Description of Work: _j ram-- S-4-r (k 4 historic District: Zoning: Value of Work: S Permit hype: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMI'S Addition/Alteration Change of Service Temporary Pole t Mechanical: Residential Non-Residcrttial Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FENIA form required for other than X) Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer: Address: Contact Person: lach Proof of Ownership & Legal Descriilion) n Phone: L r 07 3 ;— c/ A( d ( Stale License Number: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 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. 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, then; may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. a6 Signature of Own iAgeni Date Signature of Contractor/Agent Print. wncl' is Name Point Contractor/Agent's Name t Signature? vuotary-Fib` 0401° IlCD Date Signature of Notary -State of Florida 1:Y.61 S(8+''tlryatzygcsv Date Date Owner/ ff y Known to Me or p Contracter!Agent is _ Personally Known to Me or Pr tf3 Ivy C,C ' (P 11— - y1 l p j _ Produced ID APPLICATION APPROVED BY. Bldg: Zoning: Utilities: FD: Initial &Dale) (Initial & Date) (Initial & Dale) (Initial & Date) Special Conditions: / r CITY OF SANFORD BUILDING DIVISION OWNERIBUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. 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 $25,000. 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 supervising 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. do hereby state that I am qualified and capable of performing the requested con truction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. 6 Owner/Builder Signature ` Date wry Print Owner uilder Name Signature of Notary —State of Flohda Date Owner is Pers Wally Known to Me or has Produced ID l[ 4Rk t ,OAi~yGtrA.rA t6 29 SXP\aES:tdiH l cW VJI,iVI LVVV V• IJ----------- Florida Building Code Online Page I of 4 f . COm-nunl'y A!io!r Tfre ftorrdafElepa tir er t of'Gommun/ty Aft.rs a Bu lcl1ngoc e fnfomaion_System r. PRODUCT APPROVAL jct T, p Dto Application 4: Date Submitted: Code Version: Product Manufacturer: Addy mftondemail: Category: Subcategory: New HOW ? FL4940 07/ 2*2005 2004 Masaaite International One North Dale Mabry Suite 950 Tampa, FL 33609 615) 4414258 Swinging Evaluation Metbod: Ceitifieatiwr Made or Listing R femaced Standards from tba Florida Building Code: ft—stion soxdard X0, TAS 201 1994 TAS 202 1994 TAS 203 1994 AS7' M 1998 E1300 ASTM 2002 E1300 Section 2612 HVHZ PI Certificativa Ageaey: National Accreditation &AMP- Managanett Institute, Quality Assurance Entity: Validation. Entity: Authorized Signature: Steve Schreiber a9chre' ber&asonite.com M SEE DETAIL 3• Y' awl, : r-7 a. - a sm DENL Y' SM. 3 r a• r 3' SM D4AIL 7' swr 2 L II111 gmsr c L r N L G N f f L S. 3 lt -4 itr, 3" ATTACHMENT DA I. ANCHOR ANALY5IS FOR LOADING CONDITIONS PREPARED. SIGNED AND SEALED BY HAROLD E: RUPP. PE FLORIDA 115035) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE • 1. KWIKSET OR SCHLEGE ANSI/9NMA GRACE 3 OR BETTER I10 1MUST OR 3/118" SATRPLACED CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2 CENTERLINE. BEODINSHIMSPACEEACHANCHORLi• HIMLOCATION. 2??' 2. 4- X 4" FULL MORTISE BUTT HINGES 2. THE -WOOD SCREW SINGLE SHEAR DESIGN VALUES COME 'FROM CL ANSI( F&PA NDA FOR SOUTHERN PINE LUMBER AND ACHENEMFNT 3 Of11 /2' MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". NriNim.116 W ICALIWOODBUCKSBYOTHERSMUSTBEANCHOREDPROPERLYTOANCHORINSTALLATIONTRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. e w: 1 r SEE awl J r SEE OETAII C• f A A f f e• V L 3- E — 1 - -r—r T 3• HIS. r3• d'e' SEE ORN. ASTRAGAL RETANER DOLT HOLE 110 a 2` MUST BE DRILLEO THROUGH THE THRESHOLD & INTO THE E!5 STRUCTURE DEEP ENOUGH 110 x 3/4 ii;,"fOR A 1.375' MOW 10 x 314" DETAIL I" ASM.4G& 10 x 3/1' 10 it 2" OETAtI f" TRAG#L OE AIL ,C» ATTACH ASTRAGAL RETAINER 0017 ` AIL "D• 9MOCE PLATE TO FRAME \+ 4-54.. oil ,_• AS SHOWN. 111d411MY . ok"T " °° INSWING THRESHOLD OUTSWIMG THRESHDLO no - m MCAL MAZINQ =AFL or si fib u&- S1DE-HINGED WODD-EDGE STEEL DOOR IJNR OW GLAZED DOUBLE DODR WMWWOUMDELITES f0•NEAr Ness 1. WMA&DGVOR UK IYIDODC[wASXt10M0 f0MElIURE MOMIRIMMAS 541 WOD R A= f. MReMLM KW" ND UMN fORSUNIIAOMMSMCMIES. ms m claD w DISMIM Par"on UPI* NMRDI'rul[ PMORCCII !+ rl1U1 (yORRIK IS REn -oleo 7. OIMDPEO MOPO11NRl10YCDR[ 1LWI SPIIEAD Wit Or 0 AMD SMPt[ Q 0/ f0 RM am [St k4m IMMIC Or Wt PRAME bulsO . Dml"*hl hammilem Drew? ME WdlNW IMP ASU D19RRD > S R of knm M1M M LID N KNOh 1M N itN MSM IMF 11 -7ANX Off CMMRATNE NWIlLE SU AM ULAOMM13 dsO) Hours KM1M ARC YEINDD 1 is I u JI•+tw i•, 1 il•''} ZdS:I S t"•; i Pat' Im Olil 11ZM1[ WON 71• iM 36.3?r Mac. o.. o PAWL Mron1 ass' Mv. W/AfiAAf.I1L IRAAAE W1DTif Ci I RL,r- „ 7', •r 3 F'..,C".! '.ll L'ii .ice L',.': r •ice i:'Lli'. :' k! 43 1•kf C.1'' 4f Rz31 1i1 t'! t}'' 7-1'.li it3"i firbi t]-' F:'k [ 7-:'1'k! Ra11.1 15! C a! i'r' il}k if`:1- f A. f-•?-f'7 RiSI:a_1 L_x'! Ri-: L i RS T- iII ! Cc_'f_7 t 1 "•] i'a'1QF iS-`1 f:•S i 7 I 1 91- - 50 Florida Building Code Onlinc - Page 5 of 5 ax DP = +40.01-45.0. n large missile Impact esistance is required, urricane protective ystem is required. See Ilafion drawing DWG- 05 for itional information. Evaluated for use in adhering to the Building Code nclu ng the High Velocity urricane Zone, and um equirernents as tertnined by ASCE T. nimurn Design Loads r-W Gazed OIS Buildings and Other dge Steel Sift- Dow wl or w/o trims• does not Door Units the design Sk*NWS ressures fisted. 170 x max nominal site. ax DIP = * 45.01-40.0. n large missile impact noe is required. rrirane protective stem is required. See stallation drawing DWC- 0131-05 for C9 , MjfiWAr—I6DWujM; amo Ibe Stm ol Fhmft. AN d9h% y Florida Building Code Online Page 4 of 5 tions adhering to the rida Building Code ncluding the High Veloci unricane Zone, and here pressure urrernents as etermined by ASCE 7, inimurn Design Loads Buildings and Other tructures, does not 8,-0, ceed the design dge Steel Side- opaque sires listed. Ir-cr x Door Units w/ or w/o 14r max nominal ske. idelites ex DP = + 50.0 / 45.0. an large missile impa sistance is required, cane protective ystem is NOT required opaque panels, but is equired on glazed nets. See installation rowing DWG-MA- L0129-05 for additional Evaluate0 Tor use in lions adhering to the bride Building Code ncluding the High Velocity urricane Zone, and ere pressure as etermined by ASCE 7, inimum Design Loads W-r Glazed VS Buildings and Other dge Steel Side- and OfS Door w/ . res, does not goDoorUnitsw/o Sidelites design or ns listed. 17-0" x e max nominal size. ax DP = +1- 50.5. When ge missile impact Wwce is required, urricane protective stem is required. See n drawing DWG- FL0130-05 for un luated for use in bons adhering to the da Building Code ding the High Veloci ricane Zone, and tr-0" Glazed i/Srepressure 7Steel Side- Door w/ or w/oirements as inged Door UnitsSidermined by ASCE 7, mnum Design Loads Buildings and Other ctures, does not ed the design sures listed. 1Z-0" x r max nominal sae. VJI 6`VI iVVV aV. JJ aVVVav VJ• J. Florida Building Code Online Page 3 of 5 edge Steel Side- ir6-4r Opaque US Door Units rid O/S Doorw/ w/o Sidelites Steel Side- V=r: OpaqueIISdgew/ or w/oDoorUnitst; max nominal size. Max P = +1- 70.0. When large ssile impact resistance required, hurricane atective system is NOT quired. See installation awing DWG4AA- 0129-05 for additional aluated for use rn etions adhering to the ride Building Code uding the High Velocit! Tirane Zone, and re pressure uirements as ermined by ASCE 7, iimum Design Loads Buildings and Other uctures, does not geed the design ssures rated. 12'-0" x r max nominal size. x DP = +/- 55.0. When le missile impala istance is required, ricane protective tam is NOT required opaque panels, but is u red on glazed lets. See installation wing DWG-MA- 128-05 for additional aluated for use in etions adhering W the rich Building Code tiding the High Veloci Titans Zone, and ere pressure uirements as ermined by ASCE 7, iwnum Design Loads Buildings and Othw uctums, does not , eed the design ssures listed. 12*-0* x 1" max nominal size. xDP=+45.0/-50.0. ien large missile impa istance is required, ricane protective tem is NOT required opaque panels, but is juired on glazed lets. See installation wing DWG -MA- D129-05 for additional Evaluated for use in Florida Building Code Onli De Page 2 of 5 i3valuation/Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Application Stators: Date Validated: Date Approved: Date Certified to the 2004 Codc: Pange: . EURU2Q,4 j„ Install 68 WE itazed.pdf e 49 04 1 Install iio WE cL_d.p f PTID 4.904_1lnsW) OP-aw-F-Rff , Method I Option A Approved 09/27/2003 10ro6rzoos e Steel Side- 13ndOpaque U5 hi=dg Door Unfls O/S Single lr% dge Steel Side- 13nd r S ShVe /S Door Units Page 111 Urro is of Use valuated for use in motions adhering to the r lda Buid'a g Code Juding the High VeloA orricarte Zone, and oars pressure quirem rots as temroned by ASCE 7. nimum Design Loads Buildings and Other ructums, does not teed the design assures listed. X-W x V, max nominal size. Max I = +1- 76.0. VA" large ssile impact resistwm required, hunirane otectve system is NOT quired. See installation arum DVVG-MA- 012"S for additional Evaluated for use in ovations adhering to the Iorids Building Code ncluding the High Velocitl lurricane Zone, and where pressure requirements as ietarorined by ASCE 7, Mlnimum Design toads for Buildings and Other 5tnrcwres, does not exceed the design eressures listed. 3'-W x W var4piZvv0 av:Ua avou4ovai-It Florida Building Code Online rMJ/1a . c aM[r WW r Ncc vci ou Page 1 of 5 p PR,y s the Flon aeartm eni a1jG-'5-nrmunity ffa rs Buiidln Code` '/nfQrmatl'n _Sys 4i o pR0 j)UCT APPROVAL Evaluation Method: Refers need Standards from the Florida Builftg Code - Quality Assurance Entity: Validation Entity - Authorized Signawn- one North Dale Mabry Suite 950 Tampa, FL 33609 615)441-4259 National Accreditation & Mar"emwtt Instintte, Steve Schmiber sschreiber@masoaite.corn VJI iV/ LVVV iV JJ-VVViv-J• -- 9Kasotate vow ca6rkdti w 400SWeWpaint 4YAM L gA 3WO TM - CaX=m6er. 0vduct.Appmwf3 . steer6/8 single SteeC810 ffwm 800-260-0653 xX 800-260-3797. 1- , L Stal6j S Ii6Mfw 6/8oMw r N&YR4 Ti6ergfass 8/0 opaque f&r9fi Steetand'Sted o (sq) wood-ea@w 618 oprrgrre6/8gfwd 810 opaque 810Skud Steerfttio 618 opaqw gf=ed 810 opaque Fi6ergfass Gish fased 618 8/0 SWI* fttio (Stocfo TaffsGus Patio (sbc. PERMIT #M' UkO OFFICE pLANS REVIEWS CITY OF SANFORD