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Home My WebLink About1021 Arbor Lakes Cir1ECEIVIE CITY OF SANFORD BUILDING & FIRE PREVENTION MAR 14 20% PERMIT APPLICATION gy; Application No • Documented Construction Value: $ ao SO Job Address: Oalr 1-4 g`;Historic District: Yes No Parcel ID: 3,2 —1&4d/ Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: crs+44p_ Plan Review Contact Person: Phone: Fax: Email: Title: p Property Owner Information Name t1q'er-,rV ,Q 1..-7 Phone: Street: 1 a 3.-L Dr, Resident of property? : City, State Zip: 2 G 3274 el Contractor Information Name (,Arrr W Phone:.7,PI gyp,.-y b9 Street:. Fax: v City, State Zip: C ecoA. ,1 712 9a 7 State License No.: CSC/a173S/ Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, 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 hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstruction OQinthisjurisdiction. 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: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application OK NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, 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, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID CA <</ Signatur of Contra or/Agent Date Print Contractor/Agent's Name Sign Lure of Notary -State of Florida Date y•• W +- DEBBIE BLAN I vN MY COMMISSION 8 FF 172548 a EXPIRES: February 25, 2019 { ti Bonded Thru Notary Public Under, Contractor/Agent is Personally Known to Me or Produced ID Type of ID F 1 l— ell"r -a ((+i/1 BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Construction Type: Total Sq Ft of Bldg: Mechanical Plumbing Gas Roof Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 11118IgNT IROTI E8S IMMTM CONSTRUCTION INC. Reinventing the Construction Industry! License # CBC1257351 Property Address: 1000 Arbor Lakes Cir Sanford FL 32771 Claim# 195520 Property Owner: Arbor Lakes Condo Scope of Work Ie Remove and approx 8 linear ft of framing to include studs, jacks, and kings Remove and replace approx. 100'sq ft of drywall (finishing and texturing to match) Remove and replace approx. 100 sq ft of insulation Remove and replace approx. 14 linear ft of baseboard Paint to match wall to wall approx. 140 sq ft Remove and reinstall existing straps Clean up and remove all debris Total Estimate: $2250.00 Balance due upon completion All work to be completed within timely fashion in accordance with Terminix guidelines Respectfully Submitted. Contractor's Name: Jason Wright Date: Feb 29, 2016 Contractor's -License #: CBC 1257351 Phone: 321-302-4709 Note: This proposal may be withdrawn by us if not accepted within 60 days. This Bid -Proposal is not a contract. This bid proposal may only be accepted by the execution of a written construction agreement signed by the contractor. No contract is formed until a separate written construction agreement is executed*** Mar 0716 02:12p Travis Lewis 407-942-0260 p.2 I Travis and Geraldine Lewis understand that Wright Brothers Innovative Construction will we doing construction at my condominium, located at: 1000 Arbor Lake Circle unit 1021 Sanford, Florida 32771. 1 give them permission to enter the unit, with the presence or knowledge, to complete the work that has been discussed. 1t is to my understanding that they will do the work in an orderly and timely fashion. Cf0roE U1W11OC I yiiLWiC x.,d a.! L7 1 " LG< 's azi k4c A (60" 6 rcf e sa,&-(Jvj I rL 9 Z77! 407 - (k -7- 10 77 J I L1 h Ti%l7C b c Wy..i(7t1 jZ41 Hc 4i N(Y ptflT v PCI LC n fC 3yz7 321-3aZ-476 rSI 4"ft ST1--uvcra* 3/1/2016 C?avid .Or7l6C7r7, Cr-+4 M SEMiNOIFCOUNIY, ROftfDA SCPA Parcel View: 32-19.30-504-1600-1021 Property Record Card Parcel:32-19-30-504-1600-1021 Owner. LEWIS TRAVIS E & GERALDINE Property Address: 1021 ARBOR LAKES CIR SANFORD, FL 32771 LParcel: 32-19-30-504-1600-1021 Property Address: 1021 ARBOR LAKES CIR Owner: LEWIS TRAVIS E & GERALDINE Mailing: 1232 GLENCREST DR LAKE MARY, FL 32746-5024 i Subdivision Name: ARBOR LAKES A CONDOMINIUM Tax District: Sl-SANFORD I Exemptions: DOR Use Code: 0403-CONDO (APT CONVERSION) Ij ! i 1015 1 1022 i Legal Description BLDG 16 UNIT 1021 EL -AD ARBOR LAKES A CONDOMINIUM ORB 5857 PG 752 Value Summary 2016 Working 2015 Certified Values Values Valuation Method Cost/Market i Cost/Market Number of Buildings Depreciated Bldg Value i $76,916 72,324 Depreciated EXFT Value Land Value (Market) Land Value Ag Just/Market Value 76,916 Portability Adj i Save Our Homes Adj 0 0 Amendment 1 Adj 3,573 5,649 Assessed Value 73 343 i $66,675 Tax Amount without SOH: $1,401.27 201S Tax Bill Amount $1,401.27 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments FTaxin AuthorityI19N Ase nent Value Exempt Values Taxable Value i County General Fund 73,343 1 0 73 343 Schools I - - - ----- ---- 76,916 0 ! 76,916 ? 73,343CitySanfordI---$073,343 SJWM(Saint Johns Water Management) 0 , 73,343 County Bonds 73,343 - T—_ 73,343 Sales Description Dabe I Book Page mount i Qualified! Vac/Imp -- SPECIAL WARRANTY DEED 12V1/2005 ill 06125 j 1493 $210,000 + Yes ; Improved Find Comparable Sales vothln this Subdivision Lana Method I Frontage i Depth II Units Units Price i Land Value LOT 0.10 Building Information Year Built I j # I Description Actual/Effective Fixtures Base Area Total SF Living SF I Ext Wall Adj Value I Repl Value Appendages i CONDOS 1 2002 3 1,054 i 1,334 j 1,054 !CUSTOM $76,916 $76,916 Description AreaiIWOOD/STUCCO/BRICK I p OPEN ( PORCH t II28 httpJ/www.scpafl .org/Parcei Detai I lnfo.aspx?PID=32193050416001021 112 r RECORD COPY I~ ARBOR LAKES CONDO_ 1000 Arborlakes- Dr. Sanford, FL 32771 March 15, 2016 REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE WILLIAiliil F. STUHRKE: -, PhD', P.E FLORIDA P.E. #22150`'12215 REBECCA'S RUN DR. WINTER GARDEN. FL. 34787 407) 920-3119 CITY OF SANFORD BUILDINO•DIVISION Mardi 15, 2018- WRIGHT BROTHERS INNOVATIVE CONSTRUCTION 5121 Bridge Rd. r Cocoa; FL f 32927 SANFORD BUILDING DIVISION I i A PERMIT 136UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS RE: INSECT DAMAGE REPAIR 'AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ARBOR I AKLS CONDO ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 1000'Arbdr Lakes Dr. THE BUILDING•OFFICIAL FROM THEREAFTER Sanford, FL REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 32771 ENGINEERING`. DIRECTION Insect damage .was identified in the wood frame exterior walls of the ARBOR'LAKES CONDOMINIUM.UNIT at-1000 Arbor Lakes Dr., Sanford,' IFL (32771). The identified damage included`damage to a number of'the,2"X4' wall studs, jack and king studs supporting the window header,, the, window header and'portions.of the double 2"X4" top plate and possibly some. of'tFie %" exterior wall sheeting. In accordance with the FLORIDA BUILDING CODE 5TH EDITION'(2014)-EXISTING BUILDINGS, the following classification" is established'for the repair ofthis identified insect damage'._In accordance'. with Section 502.1, the proposed effort "is to -be considered -a repair". Further., since this structure has not sustained."substantial structuraWamage" in.,accordance with Section 464 Repairs, Section (B) 404.4 applies. This.section provides that "For damage less than substantial structural damage, repairs shall, be alloWed, that restore the building to its pre -damage state, based on, material'propeities and design'strengths applicable at the.tii'ne of briginai construction. New structural members and connections used for this repair shall comply with the provisions of FLORIDA BUILDING CODE,STH EDITION BUILDING for, new buildings.of similar structure, --purpose and location." The following specific steps.detail the requirements for the repair of this damaged,wood-structure. William F. Stuhrke,,ehD,,P.E: State of Florida, PE # 22150 16-8,12 William Stuhrke Mar 15 2016 4:27 PM cosign ARBOR LAKES CONDO 1000'Ar6or Lakes Dr. Sanford, FL 32771 March, 15, 2016 L ENGINEERING REPAIR -DIRECTION This Engineering Repair, provides for.the repair of 'the-darna- ed Wall'structures, 9 9 P 9_ . . inlull corri`pliance with the requirements'of the•FLORIDA BUILDING,CODE,5T" EDITION,(2014); including the FLORIDA.BUILDING CODE, BUILDING, the FLORIDA_ BUILDING CODE, RESIDENTIAL and the FLORIDA' BUILDING CODE, EXISTING BUILDINGS. The, following specific directions are provided for the repair and restoration ofahe damage, identified in .the wall structure of the ARBOR-LAKES'CONDOMINW UNIT`at,1000"Arbor Lakes'Dr., Sanford; FL (32771). The specific-directions,are provided relative to the wall section shown in -Attachment "A". Shoring ,—,Prior,to demolition of the damaged portions.of the exterior bearing walls, shoring must be provided to insure that.the roof and roof structures are adequately supported during the repair and restoration. Dem"olition,, Upon removal of the interior wall`covering materials from the darnaged,areas of the exterior wall„the full extent,of,the'damaged-Wood structures -will be identified. All of•the structurally damaged•wood materiallis to be removed and replaced. Based on the preliminary evaluation, this.may involve the removal -and replacement of a number of the 2" X4" exterior wall studs, jack and king studs supporting the window header, the',window header, sections of the double.2"X4" top plate and possibly damaged -sections of.the'/z" OSB-or-'/2" CDX Plywood sheeting. The portions of the doub,V2"X4" top plates, which are found to have -been damaged must be'removed'in such.a manner that.the replacement section, of'double.'top plate will -be provided with a min'imum,16„ of overlap splice. The;pressure treated 2"X4" bottom plate•is undamaged, howeversome additional attachment -to the existing concrete'foundatioh structure maybe,required. Load Bearing Frame Wall = The schematic -load bearing V511'structure' is -"shown in Attachment "B This attachment:should be employed as applicable in the repair and -restoration of the damaged exterior load bearing wall structure. It should be noted that the.existing.wall structure, which is the first..floor of a'two story' wood -frame structure hac .been provided with-continuous,ttireaded rod con nectors-providing -the up lift connection between the+foundation and'the double'top plate and as a result no. add itiond connectors will be required for the w11_D1/VG William F. Stuhrke, PhD, P.E. State of Florida PE #,22150 A . 2 # . PF'•F(OFi1C'.•':. NAL L 011 r 6 _ p 1 UFOv William Stuhrke Mar 15 2016 4:29 PM cosign ARBOR,'LAKES,CONDO, 1000_Arbor Lakes, Dr. Sanford, FL 3277,1 March 15,2016- individual wall studs,; however, the -con nectorJassociated.with the jack and king studs and the window header must,be1nstalled. The, required strapping -and connectors for the -rebuilt and -restored bearing walls are •identified in -the, attachment with capital letters. These or equivalent connectors'must-be employed as shown and are documented as follows: o -A — This is a SIMPSON MSTA24 strap' securing both -ends of the load bearing header.to.the Jack and King' studs: The•SIMPSON MSTA is to be secured, employing 18 — 10d nails and'provides a tension load capability of 1640 pounds. o B This, is a SIMPSON LSTA9 strav-connecting the header to -the 2"X4" cripples between the header and the double;top,plate:_The"SIMPSON LSTA9 is to be secured,employing 8 — 10d nails and provides•a tension capability. of 740 pounds. o C•—'Thisis a SIMPSON SSP stud'plate tie; securing:tfie.2"X4" cripple studs and the'full length studs to the double,top plate. ThesIMPSON SSP connected•to the double top plate is to be secured employing 7 -10d nails and provides uplift'allowableSIMcapabilityof435pounds. o D - This'is and SSP.stud plate tie, securing the, ZX4"full length studs - to the pressure, treated bottom plate. The SIMPSON SSP connected to the bottom plate is to be secured employing 5 =10d nails and provides uplift' allowable capability of 455 pounds. o_ ` E - This isa SIMPSON DSP stud plate tie;•securing the -two King_Studs to the double' top plate. The SIMPSON DSP'connected to'the double top plate is to be secured,employing 14 -10d nails and provides;uplift allowable capability of 82.5 pounds. 1 o F — This, is-a'SIMPSON HTT4 tension -tie securing,the King and Jack Studs to.the foundation. The-SIMPSON HTT4 is;to be secured to the foundation employing a• 5l8" anchor bolt and to the studs employing 18 — 16d.nails which provide, allowable',tension load,capability of 4235 pounds., o G•— This is a!'/z" diameter Anchor bolt with a 2" washer. This is to be provided to secure the pressure treated.bottom plate to the.foundation for all -bearing feame' walls. The'%Z"'anchor'bolt,is to be -installed 6" from the end of the wall and all openings and then 24" on center. o H.- This is a SIMPSON. MTS12 twist: strap- with 14, 10d X 1'%' nails securing the double - top plate,to• the roof rafters or roof trusses, providin •s an uplift capability, of 1000 pounds: i 3, # 1 6- 8 1 2 LSANFORDWilliamF. Stuhrke, PhD, P.E.State of Florida PE #.22150 "aF William Stuhrke f r •: '`° I"i5D Mar 15 2016 4:29 PM cos'8n ARBOR,L-AKES CONDO 1000'Arbor Lakes -Dr. Sanford, FL 32771 Warch 15, 2016 l Double • Top, Plate — The damaged portions Uthe 2"X4" 'double'top'plate must be removed such that a'minimurn of 16" is available for the splice'to,insure adequate continuity for the "continuous" top plate,systeni. The new sections of double top plate are to be nailed 'together,arid'to-the'undamaged-portions of'the top plate: with 12d'nails installed a maximum of 3" on center. Wall Sheathing,= The new'/2" plyWobd.eicteridr'sheathing material is to be secured to the 2"X4' " studs employing 8d.ring `shank nails, 4" on center along all the edges and 8 on center in the field of.the'plywood, horveverwhere nailing is not possible, the studs, may be secured -to thelplywood -employing generous Amounts of waterproof, exterior grade'construction adhesive. The replacement stucco material,is to be provided with the required double layet'of vapor and moisture barriers installed over the plywood sheathing and ttien.installed'as a three. coat stucco system reiriforcedmith galvanized or stainless.steel wire mesh and' secured with galvanized or stainless steel fasteners. The three.coat stucco system is to provide a minimum,thickness of 7/8"-of masonry -material. The stucco is,to be finished and painted toymatch the existing stucco. materials. In those areas where the existing stucco is to tieF-retaine.d over new -plywood Isheeting, which has been provided with the required double layer of moisture and vapor barrier, the stucco is to be secured to the new sheeting with'#10 X 2" galvanized or stainless steel'wood, screws, installed 16" on center horizontally and vertically. Window Installation — The existing window is to be reinstalled into the repaired opening and °secured with #8 X 3" galvanizedor stainless steel screws, 6".from all - corners and then 12" on, centet,on the,sides and top to - insure that the window is secured to adequately, provide' for the +25.45 PSF •/ -27.57 PSF wind -load pressures. Interior - Wail Finish — Upon completion of the'structural repair of the wall, including the installation of minimum R13 insulation, the interior walls -are to'be `p,"% IVG finished to.match the existing. sANFQRa WilliaMLF. Stuhrke,,PhD, P.E. State of Florida PE it 22150 4 tom:. t?' STATE Of 4:,• 16- 812 William Stuhrke Mar 15 2016 4:29 PM COSi8n ARBOR LAKES CONDO_ 1000•Arbor Lakes br. Sanford, FL 32771' March 15, 2016.. GENERAL SPECIFICATION i . - The -repair and restoration -of 'this single family reside ntial'structure has been designed in, accordance the requirements of the FLORIDA BUILDING.CODE 5TH EDITION, BUILDING; CHAPTER 16,.DESIGN CRITERIA and ASCE,7. Wind load requirements employed in the"design of the structure:. Ultimate Wind -Speed: (3 Secorid'Gust) VULT = 140 MPH Basic`Wind Speed: (3 Second Gust) VAsD*= 108 MPH Building Category II, Enclosed Wind-Exposure"C , Wind Borne Debris Region = NO Wind „Stagnation Pressure 29.86 PSF' Design Pressure (Worst Case:Condition): 45, PSF / =34.03 PSFComponents -& Cladding +25: Uniformly,distributed live loads employed in the design: Roof 20 PSF Living -Areas 40 PSF Allycorinections have been;checked to Withstand all applicable loads. pp ads All framing -shall be fabricated and installed as per'AITC, TPFand National Design, Specifications for Wood Construction: I All wood structural members shall be controlled -stress grade lumber having a fiber stress'of,at least 1200-PSI. 0011vcS William F. Stuhrke,..PhD, P.E: State of Florida PE # 22150 USANFORD 16-812 I ,, 11 i4. 11 •r 4'No.=ISO t am Stke Mari15 201x6 4:29 PM STATE 0= W cosi n ARBOR ,LAKES .CONDO 1000 Arbor Lakes, Dr: Sanford, FL 32771 March 15, 2016 t 2`RJyWAI...I_ Ct 1tJ151 j Tc, 4 F'IATC.F{ F c sT'1;vG 8 Mna. T L!, Wl) Tt MnT•1'}•I iING G ER MAN . PCs 1 k)ClSTIN CoracR A . ogSPJKFOIRD t . ATTACHMENT "CA" # 1 6- 8 1 2 TYPICAL EXTERIOR LOAD BEARINGFRAMEWALL SECTION William F. Stuhrke, PhD, P.E. State. of Florida PE # 22'150 6 t r; y Ito'. 9•. SriiEDF _.,'ti• William Stuhrke Mar 15 2016 4:30 PM cosign ARBOR,LAKES CONDO 1000 Arbor Lakes Dr.. Sanford, FL 32771 March 15, 2016, 2 OING ATTACHMENT -661311 TYPICAL EXTERIOR- FRAME WALL SECTION 16-812 William P.,Stuhrkb,,PhD, RE State of Florida -PE #. , 22150, William Stuhrke Mar 15 2016 4:30 PM Si: T E o= cosign REQUIRED INSPECTION SEQUENCE BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Z0 Insulation Rough In Firewall Screw Pattern No Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window 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 Addre-r- /0 C1 I 4.PA..,e / L` a C EL'ECTRICAL-PERMIT - t 1 Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final IMECHANICArL&ERMFT 1 1 Min Max Inspection Description Mechanical Rough Mechanical Final sUN Min Max Inspection Description Gas Underground Gas Rough Gas Final