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HomeMy WebLinkAbout1601 E 2nd St 04-333 Windowv i mm ( CITY OF SANFORD PERMIT APPLICATION f Permit # : V '1' . 33 Date: ( I 103 Job Address: i (60 1 t OS4 EL Description of Work: bj Inct o W n — OV? r0 0 11>7 O rn 1 Historic District: Zoning: Value of Work: S `g a1 D d Permit Type: Building Electrical 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 Cale. Required) Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines of Gas Lines t Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential _ VCommercial Industrial Total Square Footage: Construction Type: 111A # of Stories: _L # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 3 O •-- N -31- S o ` -o q o o - 0 010 (Attach Proof of Ownership & Legal Description) Owners Name &J•tAddress: eije-. T- J n, r l.Q(-/ J\ Lf Y n-'>C l l O ( e ('t Sf- JLLO vyt rJ"rl' •Q- e-4 Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: N1) MoY Address: State License Number: 3/ 4 - S$S Contact Person: Phone: Architect/ Engineer: _11 {-Q V , r or to o p Phone: 0 -7) 3 U5 —.0 39 Address: 5-2(Di their IjLUO Qdt.f9 J7OA ,3 9'1 / Fax: (467) 33a-099,5 0. 0J Oby- q y / L1 lip Ma, f (ol.i.aj rL 310SI 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: 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 YOUR I'AY tl:G 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, 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 entities such as water management districts, state agencies, or federal agencies. Acceptance of per t verific ion that I t notify the owner of the property of the requirements of Florida Lien Law, FS 713. t S• 3 ai. • •.% T ; Signature of Owner/ nt Date Signature of Contractor/Agent 0; 11 rint Owt Agent's me Print Contractor.''Agent's Name 0 e o n a a y o ado a a cu 7tro M_ o oOwner/ Agent is P rs ally Kno ry t r / g' CJ 60 N Produced lD j tnw.". 3 0 APPLICATION APPROVED BY: Blda: I Zoning: Initial & Date) Special Conditions: Date Signature of Notary -State of Florida Date Contractor/ Agent is Personally Known to Me or Produced ID Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 PARCEL DETAIL Q © o- 40-1, 11 5rminole County Wlit Q ' Aaprnr+prni er i c n•icts O1101K. First St. laaford F1.32771 gtl7 rbi 7i114 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market 30-19-31-504-0900- Number of Buildings: 1 Parcel Id: 0010 Tax District: S1 SANFORD Depreciated Bldg Value: $93,192 RUMSEY STEVE T & 00- Owner: Exemptions: HOMESTEAD Depreciated EXFT Value: $600 SHIRLEY M Land Value (Market): $21,599 Address: 1601 E 2ND ST Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $115,391 Property Address: 1601 2ND ST E SANFORD 32771 Assessed Value (SOH): $96,642 Subdivision Name: MAYFAIR Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $71,642 2003 Notice of Proposed Property Tax SALES Deed Date Book Page Amount Vac/Imp 2002 VALUE SUMMARY QUIT CLAIM DEED 03/1992 02406 1129 $100 Improved 2002 Tax Bill Amount: $1,469 WARRANTY DEED 06/1989 02083 1087 $70,000 Improved 2002 Taxable Value: $69,377 Find Comparable Sales within this Subdivision LAND Land Assess Method Frontage Depth Land Unit Land LEGAL DESCRIPTION PLAT Units Price Value LEG LOTS 1 + 2 BLK 9 MAYFAIR PB 3 PG 52 FRONT FOOT & 116 138 .000 190.00 $21,599 DEPTH BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1947 6 2,902 1,904 SIDING AVG $93,192 $121,029 Appendage / Sgft OPEN PORCH FINISHED / 406 Appendage / Sgft BASE / 430 Appendage / Sgft ENCLOSED PORCH FINISHED / 160 Appendage I Sgft ENCLOSED PORCH FINISHED / 18 Appendage / Sgft UTILITY UNFINISHED / 54 Appendage I Sqft DETACHED GARAGE UNFINISHED / 360 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1947 1 $600 $1,500 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded properly our next ear's property tax will be based on Just/Market value. re_web.seminole_county_title?parcel=301931504090000I O&cpad=2nd&cpad_num=1601 &10/1 /2003 J q U-7 j (,Y Lo ci 3 30- 5-6 J C,6j"d7vv 00 r p fuo s 1` 1- e -S 3XS CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER 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 I 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. ana 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. I, / 1 1- r (c r-Yt Sty/; do hereby state that I am qualified and capable of performing the requested construction involved with Ae 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. Owner/Builder S' ature Date 6 h It kc4 m: Y),, P Print Owner/Buil er N e Y X O 4a t r~ Signature of Notary —State of Florida f 0 0 Ztto Z) ESN 2 O t= p Owner is Personally Known to Me or has v w' Produced ID 1195- 2_57 9J%%ybd BARRY D. a , E CONSULTING;. PLANS REV11- CITY OF SANFO 11 ENGINEERING REPORT FOR RUVISEY RESIDENCE 1601 EAST 2"a STREET SANFORD, FLORIDA EVALUATION OF CUSTOM WINDOWS BUILT BY CCS RESTORATION MILLWORK NOVEMBER 10, 2003 OFFICE: 5767 MAJOR BOULEVARD, Oi2LAND0, . 32814 MAIL : P.O. BOX 941416 MAITLAND, FL. 32751 PHONE: (407) 345-8397 FAX: (407) 332-0995 A rig R i x ; INC. A CONSULTING ENGINEERING CERTIFICATION NOVEMBER 10, 2003 RUMSEY RESIDENCE 1.601 EAST 2nd STREET SANFORD, FLORIDA EVALUATION OF CUSTOM WINDOWS BUILT BY CCS RESTORATION MILLWORK In my professional opinion, the windows manufactured by CCS Restoration Millworks, and installed at 1601 East 2" Street, Sanford, FL , meet or exceed the requirements of the Florida Building Code. This includes the Standard Practice for determining Load Resistance of Glass in Buulding ASTME1300-03. Respectively, kBaPortnE. @•'ciFr.r''o STATE OF ems'•. c OittOP .'Q OFFICE: 5767 MAJOR BOULEVARD, ORI..ANDO, FL. 32819 MAIL : P.O. BOX 941416MAITLAND, FL. 32751 PHONE: (407) 345-8397 FAX: (407) 332-0995 36 1 /2 6„ 6„ 6„ Q0 N LO T N T LO T N T- T LO T 36 1 /2 101- 6" M 3116" Fixed Glass 3/16" Fixed Glass CV T L I B T U Q T tf) T Wood Frame c"' rn 6m 11 of7111 „ 6„ 6, Head and Sill Identical Outside Jambs Identical All Mulled (Inside Jambs) Identical All Anchors # 10 x 2.5" Wood Screws Home Owners Steve / Shirley Rumsey 1601 East 2nd Street Sanfond , Florida N T LO 4 m 6" BARRY D. PORTNOY , P.E. INC. 5767 MAJOR BOULEVARD ORLANDO , FL 32819 407) 345-8397 PE 0016256 Home Owner Steven / Shirley Rumsey ALL LIGHTS EXTERIOR GLAZED B. D. P. BARRY D. PORTNOY , P.E. INC. 5767 MAJOR BOULEVARD ORLANDO , FL 32819 407) 345-8397 PE 0016256 / C. c 0 A G 1. E'AR 5 P t.; M 3 `f . 87. — &. 075'x x) 3 a.137J- w,,,9e 897 78f 5)PFC T` RF Tia = ,37 37s"a 3..?37-{ /, 7 f 1957-1?: E 13D® -03 rof IV041 F19CToygFP 4OW rvcc = ..o kPu = ,Sd2. 2FPS, z 0.;3 s/ z o 9D X'l/QFl x ; zl 5,7,.25 'T /3.l2Fi' Yf tteA f R4M Pf G € ll f F,z G,E'G it nl GJ',4' T " ' ` r-n /fI,9X/A v r c PROC SPUR K I. PA& ' S Cw) D G F_'GTjunr 1.7. Y ; o.17CI,9,qp 77) L y O,E;;G irohe 1p2t)m)s) : 0•3- lv <ca, 0S.FL ., C-7-16 t ( 1,Z6 In.P b` O c N s n c 0 E w 0 r U r co s_ t'- a) Cf) v rn .ccn 0 c z w 9 j hl G•L E V1(lAt o K/ ' RFi4 l = 20.19 X18 .= G7,.;,2 = BZ.G fT 3(67.Y t4R6A3=.Zo.t3 X /g•,2s a '= 83.7-+ z = I 3 T l-DAD VT d- J`/LL z FT7- X .4ogQ (A5,r) 1 2.4 )ci X 5-0 16I Fj--z- 3o<h Sc f eW.5 (e ffFAQ sie-z- = f3a 1 o.f/.s R w.s = d. scR"!rS U5E /vI/JYIAtv t .^#loX y SC.?FwT 0" FRO#% E.46jY C&AA40< AMID / LP AA ID S PAN L dqD AT V'A1n.05 SCREWS R 7'W&)B-s -:: ;ZGo /aa///scR ltis = /. ;,) 5c/lEwS USF M INlMvm Al-- At.16Xvt` 5cRFW5 1 6' FRdm 5,gcq ccR.vE/ g.W 2- c5P AA49IMv,n .sPfc/.+/& 7-040.C.- I W 10 a 92. y38 E 1300 - 03 Plate Length (in.) 50 t . 57, 37J" 100 2000 late Length (mm) 150 3000 2, so kP Sa. 2.S Pst- 0 3 3 PSI 2cac - E 2 8.99 ttj Load x Area (kip.fe) 0.0 6-0 jo -0 1&0 20.0 26.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0 20 1s 16 14 E 12 0 1313 10 Q 6 0 6 4 2 0 0.6 0.7 0.6 0.5 v All 0.4 ° 0.3 0.2 0.1 0.0 0.0 2.0 f.0 8.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 Load x Area2 (kN - m2) FIG. A1.5 (upper chart) Nonfactored Load Chart for 5.0 mm (3/ir in.) Glass with Four Sides Simply Supported - lower chart) Deflection Chart for 5.0 mm (-Yie in.) Glass with Four Sides Simply Supported AR. =1,74{ Y I No Mom Ill ir PINVOIA Nor. moms pro NEE MEN I//I 1W G/ versusri;r i c!Deflection- fE i r i niTIiL'1 1'J rr 4 inn no FIG. XIA Deflection Chart Calculate the nondimensional load for that lite using Eq X1.3, find its natural logarithm, and interpolate between the contour lines on the deflection chart to locate the corresponding position on the vertical line projected in X.1.4.1 _ X1.4.3 Project a horizontal line fcotn the point located in X1.4.2. The nondimensional maxitmuut deflection (+u) of the glass is given by the intersection of this horizontal line and the vertical axis of the chart. X1.4.4 Calculate the maximum deflection (w) of the glass by multiplying the nondimensional deflection (irv) by the true glass thickness. X1.5 Examples 5 and 6 it lustrate this procedure as follows: XL5.1 E-rample 5: Lateral Deflection Calculation in SI Units -Determine the maximum lateral deflection (n-v) associ- ated with a vertical 1 200- by 1 500- by 6 min rectangular glass Plate subjected to a unif'ornn lateral load of 1.80 kPa_ The actual thickness of the glass is 5.60 mm as determined through direct measurement. X1.5.1.1 Calculate the aspect ratio of the glass as follows: AR = (1 500 mm)1 (1 200 mm) _= 1.25 (X1.4) Locate this point on the horizontal axis of the deflection chart presented in Fig. XI.1 and construct a vertical line. X1.5.1.2 Calculate the natural loaaritlun of the nondimen- sional lateral load from Eq X1.3 as follows: q = 1.801cPa, 4 = (1 500 mm) {" 1200 nun) = 1 800 000 run', q (1.80IPa) (l 800 000 inn')' (71.7 X 10" kPa) (5.6 111111) a q = 82.7, and In(q) = (82.7) = 4.42. Locate the point corresponding to In(q) = 4.42 on the vertical line drawn in XL by interpolating between the contour lines for In(q) = 4.0 and 4.5. CwaI)5) = 0.3,2- -Al X1.5.1.3 Project a horizontal line from the point located in XL5.1.2. The corresponding nondimensional maximum lateral deflection is thus seen to be approximately 2.2. X1.5.1.4 Calculate the tmax unum lateral deflection of the glass as follows: w == (2.2) (5.6 min) = 12.3 3mu (X 1,5) X1.5.2 Example 6: I aieral Deflection Calculation in Inch - Pound Units -Determine the maximum lateral deflection as- sociated with a vertical 50- by 60- by 1/4 -in. rectangular glass plate subjected to a uniform lateral load of 38 psf. The actual thickness of the glass is 0.220 in, as determined throu,,h direct measurement. X1.5.2.I Calculate the aspect ratio of the glass as follows: 9R = 60 in./50 in. = 12 (XI-6) Locate this point on the horizontal axis of the deflection chartpresented in Fix. XI.1 and construct a vertical Line. X1. 5 2.2 Calculate the natural logarithm of the nondimen- sional lateral load from Fq X1.3 as follows: q = ( 38 lbf,'ft2) (vi44 psi'psf) = 0.264 psi, 4 = ( 50 in.) (60 in.) = 3 000 iin.2, q = ( 0.264 psi) (3 000 in. -)'I [(1.0.4 X 1()" psi) (0.22 in.)'], q = 97.5, and In( q) = In (97.5) = 4.58. Locate the point corresponding to In(q) = 4.58 on the vertical line drawn in X1.5.2.1 by interpolating between the contour lines for hi(q) = 4.5 and 5.0. X1. 5.2.3 Project a horizontal line f -orn the point -located in X1. 5.2.2. The corresponding nondimensional maximum .lateral deflection is tlius seen to be approximately 2.4. X1. 5 2.4 Calculate the maxitnut i lateral defleciion of.the glass as follows: v = ( 2.4) (022 in.) = 0.53 in. 5: s A