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Home My WebLink About2425 Willow Ave 03-2466 Garage AdditionPERMIT ADDRESS!2-LtLs : los4 Ayow — CONTRACT ADDRESS PHONE NUMBER PROPERTY OWNER Sn r12 10 W111i7 1sl Im PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION 4" PERMIT # DATE PERMIT DESCRIPTION A" PERMIT VALUATION % oo0 SQUAREFOOTAGE Permit # :03 - 2 ` Job Address: 944,0 -IS- a) /, Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: 00 Zoning: Value of Work: $ Permit Type: Building V Electrical __Z Mechanical Plumbing Fire Sprinkler/Alarm Pool 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 # of Gas Lines Plumbing/New Residential: #of tee'r Clos is Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type/&-- K # of Stories: _ # of Dwelling Units: __ Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Contractor Name & Phone & Fax: yf Bonding Comt:any: Address: Mortgage LeQtler: Address: Architect/Engineer. Address: dress: Attach Proof of Ownershi & Legal Description) o ) n 7 7 7 Phone: r.7Z/ '`'S / ! - / ,59-9— Address: / n State License Number: Contact Person: W=%Je, Phone: _ Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prier to th, issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 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: 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y0111, PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER Ult AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental enyes such as water management districts, state agencies, or federal agencies. Agseptance of permit ' nfication thatlln tf the owner of the arty of the requirements of Florida Lien Law, FS 713. R• moo. gnat e of Owner/Agent Date Signature of Contractor/Agent Date 9oq i 1.1 •(; - y mn Pren me Print Contractor/Agent's Name EJ 4 65 oCL n p = krziary-State o(Florida Date Signature of Notary -State of Florida Date 01 a G toSNO0 2' o w X Owncr/Agent is _ Personally Known to Me or Contractor/Agent is _ Personally Known to Me or P ', _ Produced ID _ Produced ID APPLICATION APPROVED BY: 131djig) 1g Zoning: Utilities: FD: Initial & Date) ( Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: CITY OF SANFORD BUILDING -DIVISION OWNEWBUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onr;ite supervision themselves of all work not performed by licensed contractors, when building or i.mprovi.ng far;n 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 omen 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 presurn,, that you built or substantially improved it for sale or lease, which is a violation of this exemption. x'o;i not hire an unlicensed person to act as your contractor or to supervise people working on . It. is your responsibility to make sure that people employed by you have licenses required by state law -ir;.d 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 construction involved with the permit application filed. I will assume full responsibility as an Owr allowed by law on the permitted structure. PA Wider Signature to Print 0w1rCiAlUllder Frame ofNotary—Stateol-Florida L)atc Ownrr is Pcrsonally Known to :Mc or has Pr,miliccd 11) lder Contractor, and will personally supervise all work c NOTE: VERIFY ALL GONDITIO HOLD ALL FL00R5 I'' OFF EXTERIOR WALL INCLUDING 8Ut NC'!t BEHRINU HEIGHT SCHEDULE APPROVED TRUSS OUER ANCHOR BY BUILDER LIMITED t0: PLUMB CUT OVERHANG G ALL WALLS SHOWN ON THIS LAYOUT PRE TO BE LORD BEARING HEEL HEIGHT = 2x9 STD. FOR 5HEETING. ELEVATION) { 2xq2xq12ITO BEAM 115 DOWN 5ET BOTTOM OF BEAM D1MEN5ION5 = AeBEARINGHEIGHT F1 12 AT 10'-511. INTERIOR DEARIN65 GEILING GONDITION5 ALL NOTES TRUSS END DETAIL SHOP DRPWI Nf PPRO JPL Wider NOTES I J REFER i0 AID 91 (RECOMMENDATIONS FOR 3) ALL VALLEYS TO 6E CONVENTIONALLY 7) SY42 TRUSSES MUST BE INSTALLEDTHISLAYOUTISTHESOLESOURCEFORFABRICATIONOFSO TRUSSES AND VOIDS ALL PREUIOUS ARCHITECTURAL OR HRNDLING. INSTALLATION. AND FRAMED GY BUILDER WITH THE TOP BEING UP. OTHER TRUSS LAYOUTS. REUIEW AND APPROUAL OF THIS MUST RECEIUEO TRUSSES WILL C ^ OBFirstSource REFER TO ENGINEERED DRAWINGS FOR TEMPORARY BRACINGLAYOUTREQUIREDPERMANENT REFER TO BEARING HEIGHT SCHEDULE FOR RLL EXTERIOR AND INTERIOR i0 BE SIMPSONS) ALL ROOF TRUSS HANGERSOTHERWISEHUS26UNLESSNOTEDOTHERWISE. BE BEFORE ANY BE BUILT, UERIFY ALL CONDITIONS TO INSURE AGAINST Sapord buss Divisionyli- Circle BRACING 21 ALL TRUSSES (INCLUDING TRUSSES LOAD BEARING WALLS. 51 FLOOR JOISTS MAY BE ADJUSTED ALL FLOOR TRUSS HANGERS TO BE SIMPSON CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU L12 On SanfOrr!, Florida 32773 UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED SLIGHTLY FOR 2ND STORY PLUMBING THA422 UNLESS NOTED OTHERWISE. RequesLee Dell .e.y Dale L1071 322-0059 Fax - (407) 322-5553 OR. REFER TO DETAIL uses a DETRRI05 FOR ALTERNATE ail FLUOR.16 DEEP e 24' C .C. I -BBB- 946 -5637 BRACING REQUIREMENTS UNLESS NOTED OTHERWISE. Rparove O L RPPROUEO TRUSS ANCHOR BY BUILDER BOTTOM _ 9x2 TOP 4x2 ( DOUBLE AT BRG.I TRUSS END DETAIL WILDER. JOIE REID GARAGE Job ruse fruss lype uty Fly JOIERE-1 T01 ROOF TRUSS 2 1 Donal rce, Sanford Fla. 327 7 3 41MIs ov e n istries nc. on ar age T1- 4-9 6-3-13 11-9-15 17-4-0 22-10-1 28-4-3 34 8-0 36-0-0 1-4-0 6-3-13 5-6-1 5-6-1 5-0-1 5-0-1 6-3-13 1-4-0 ac4b • 1:69. 414 = 4. 00 f 1z 10 p 11 616 a 127 SxSc7 13 e17 4 6 0 16 4 1 2 16 6 7 ] 17 4 2 1e pM 1d6x1 = 614 = 3x4 = 214 = 11- 9-15 22-10-1 34-8-0 11- 9-15 11-0-3 11-9-15 e offsets 11 - 1121: 0-0-0 0-0-0 , 22:0-0- 0,0-0-0 , 23:0-0-0,0-0-0 24:0-0-0 i U , 25:0-0-0,0-0 0 27:0-0-0,0_" LOADING ( psf) TCLL 20.0 SPACING 24)-0 Plates Increase 1.25 CSI TC 0.13 DEFL in (loc) Udefl Vert( LL) n/a - n/a PLATES GRIP M1120 TCDL7.0 BCLL 0.0 Lumber Increase 1.25 Rep Stress Incr YES BC 0.04 WB 0.06 Vert( TL) 0.01 1 >999 Horz( TL) 0.01 18 n/a 249/ 190 BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 179 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOTCHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS2X4SYPNo.3 REACTIONS ( lb/size) 2=193/34-8-0, 30=10/34-8-0, 28=144/34-8-0, 29=145/34-8-0, 31=136/34-8-0, 32=151/34-8-0, 33=150/34-8-0, 34=154/34-8-0, 35=120/34-8-0, 36=223/34-8-0. 27=145/34-8-0, 25=136/34-8-0, 24=151/34-8-0, 23=150/34-8-0. 22=154/34-8-0. 21=121/34-8-0. 20=223/34-8-0, 26=10/34-8-0. 18=193/34-8-0 Max Horz 2=-181 load case 5 Max Uplift2=-144(load case 2;, 29=-97(load case 4), 31=-100(load case 2), 32=-97(load case 4), 33=-102(load case 4), 34=-98(load case 2), 35=-91(load case 4), 36=-122(load case 4), 27=-95(load case 5), 25=-101(load case 3), 24=-97(load case 3), 23=-102(load case 5), 22=-98(load case 3), 21=-91(load case5), 20=-122(load case 5), 18=-165(load case 3) Max Grav2=193(load case 1), 30=10(load case 1), 28=144(load case 1), 29=150(load case 6), 31=136(load case 1), 32=151(load case 6), 33=150(load case 1), 34=154(load case 1), 35=120(load case 6), 36=223(load case 6), 27=150(load case 7), 25=136(load case 1), 24=151(load case 7), 23=150(load case 1), 22=154(load case 1), 21=121(load case 7), 20=223(load case 7), 26=10(load case 1), 18=193(load case 1) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=21, 2-3=24, 3-4=-27, 4-5=13, 5-6=-22, 6-7=13, 7-8=-24, 8-9=9, 9-10=9, 10-11=-25, 11-12=-25, 12-13=-24, 13- 14=-23, 14-15=-22,15-16=-21, 16-17=-27, 17-18=-34, 18-19=21 BOT CHORD 2-36=5, 35-36=5, 34-35=5, 33-34=5, 32-33=5, 31-32=8, 30-31=8, 29-30=8, 28-29=8, 27-28=8, 26-27=8, 25-26=8, 24-25=8, 23-24=5, 22-23=5, 21-22=5, 20-21=5, 18-20=5 JAI Ilfllf WEBS10-28=-102, 9-29=-109, 8-31=-104, 7-32=-109, 6-33=-111, 5-34=-111, 4-35=-90, 3-36=-158, 11-27=-109, 12.2, 13- 24=-109, 14-23=-111, 15-22=-111, 16-21=-90, 17-20=A58 NOTES 1) This truss has been checked for unbalanced loading conditions. „3,c1)//y/y 32 This truss has been designed for the wind loads generated by 120 mph winds at 26 ft above level, " groundusing 5.0 psf to ch r A deadloadand5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosd b Idin = A ZD withBASCEI` O exposure 7-98 per FBC2001 If end verticals exist, they are not exposed to wind. If cantilevers exist, they Ore F C exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip.incrbase j E O 333) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTdk "•I a'nnd" GableEndDetail" 4 All plates are 1.5x4 M1120 unless otherwise indicated. 5) Gable requires continuous bottom bearing. \\ chord6) Gable studs spaced at 2-0.0 oc. ' r 11lHIILI'111 7 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 2, 97 lb uplift at l int 29, 100 lb uplift at joint 31, 97 lb uplift at joint 32, 102 lb uplift at joint 33, 98 lb uplift at joint 34, 91 lb uplift at joint 35, 122 lb uplift at joint36, 95 .b upplift at joint 27, 101 lb uplift at joint 25, 97 b uplift at joint 24, 102 lb uplift at joint 23, 98 lb uplift at joint 22, 91 lb uplift atjoint21, 122 Ib uplift at joint 20 and 165 lb uplift at joint 18. 8) This QJ trussdesignconformswithFloridaBuildingCode2001, based on prameters indicated. 1+ LOAD CASE(S) Standard iei71: 0.7.i92YTON•Z'•• Job Nss I rus9 I ype F y IOIE 2E=1 T02 ROOF TRUSS 19 1 oe a ze,Sanford i n us es,Inc. on Mar age 11 d-Q 9-0-14 • 17-4-0 25-7-2 34-M 8 1-4- 9-0-14 8-3-2 8-3-2 9-0-14 14-0 amm -1:69. Aa4 _ 4.0olrr 4 6x9 c 64 -- 6 2 6 r 34 = 12 11 10 9 6 W = Jxe = W c 1.6z1 11 US = 9-0-14 174-0 25-7-2 34-8-0 9-0-14 8-3-2 8-3-2 9-0-14 Plate Offseo - - LOADING (ps TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.90 DEFL in (loc)) Udefl Vert(LL) 0.26 1t9 >999 PLATES GRIP M1120TCDL7.0 BCLL 0.0 Lumber Increase 1.25 Rep Stress Incr YES BC 0.82 WB 0.51 Vert(TL) -0.48 10-12 >850 Horz(TL) 0.13 6 n/a 249/190 BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 152 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-10. 5-10 REACTIONS flb/size) 2=1350/0-6-0, 6=1350/0-6-0 Max Horz 2=-181(load case 5) Max Uplift2=-745(load case 2), 6=-745(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=11, 2-3=-2860, 34=-1960, 4-5=-1960, 5-6=-2860, 6-7=11 SOT CHORD 2-12=2703, 11-12=2698, 10-11=2698, 9-10=2698, 8-9=2698, 6-8=2703 WEBS 3-12=171, 3-10=-896, 4-10=799, 5-10=-896, 5-8=171 NOTES (4) 1) This truss has been checked for unbalanced loading conditions. 2 This truss has been designed for the wind loads generated by 120 mph winds at 26 ft above ground level, using 5.0 psf top chorddeadloadand5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building Iv . with exposure B ASCE 7-98 FBC2001 Ifper end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is l ` 1.33 3) oroi 16de mechanical connection (by others) of truss to bearing plate capable of withstanding 745 lb uplift at joint 2 and 745 lb uplltiSliplll 4) 1 his truss design conforms with Florida Building Code 2001, based on premeters indicated. ,_ L e ii ` R>y LOAD CASE(S) Standard . \• Ji Will III MAR 1.8 2003: L Permit No. State of Florida County of Seminole NOTICE• OF: 'COIv1MENCEN ENT Tax Folio No. The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. if available) 2. General of improvement: 3. Owner information a. Name and address 4 b. Interest in property c. Name and address of fee simple titleholder (if other than Owner) Contractor a. Name and address YJ%P b. Phone number 2/ 5 . S u rety a. Name and address Ni>RVWE NORSE, CLERK OF CIRCUIT COURT SENINOLE CO XTY b. Phone number Fax AthA4921 PG 0499 c. Amount of bond CLERK 2441 13 6. Lender s s a. Name and address BEGINS FEES 6.00 RELIED 8Y N NoIAm 7 Fax ANWININSINNI ININININIM b. Phone number 1 ax number Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address b. Phone number 8. In addition to himself or herself, Owner designates 9 Fax number of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone number Fax number Expiration date of notice of commencement (the expiration date is 1 year from the date of record date is specified) Sworn to (or affirmed) and subscribed before me this day of i e_ Personally Known OR Produced Identification Type of Identification Produced O1;yp 11/lelissa Dunklin Commission #DD 163723 otary Public, State of Florida :* Expires: Dec 20, 2005 Commission Expires: •'m;;;o,, Bonded Thru Atlantic Bonding Co., Inc. nless a different Signature of Own yr ` 7 a e D /Ls2 C S'- 20 03 ,by CERTIFIED COPS MARYANNE MORSE CLERK OF CIRCUIT CSEMINOLECOUNTY' FLORIDA pEpIITY CLERK JUL 2 1 2003 9