The URL can be used to link to this page

Home My WebLink About2464 Sanford Ave (NO PERMIT #)An DEVELOP+.EAT FEE MORY.SHEE': Date: 7/ Project Nam'e:.w LC/fE Omer/Contact Person: Phone: 2 / 7 /,Nrt,/a y CO.vVGt7.'-6 Address: ` Type of Development: / 1) RESIDENTIAL Type of. Unite (single family or multi -family): To'.tal Number of Units: i' Type of Utility Connection individual connections or central water meter b common sewer tap): water Meter Size (3/4", 1", 2", etc.): REMARKS: 2) NON-RESID--- TIF.L Type of Units (commercial', industrial, etc.): Total Number of Buildings: / UniteNumberofFixture 3 each, buil ding) - Type of Utility Connection individual connections or central water meter b A` coon sewer tap) : water Meter Size (3/4", 1", 2", etc.): RE*'.r Ri:S i CONNECTION FEE CALCULATION., 7• e / d Q OT I9G 39 e _ 1) water 4ystem Impact Fees IJ Type of Fixture or Group of Fixturee Fixture Unit Value,. E Equivalent Residential Connection-(ERC) = 300 Gallons per Day (GPD) Automatic clothes washer (2' standpipe) 3 Residential = Bathrocm group Consisting of a water cloact, lavatory b S650/Unit - Single family structure, or multi -family unit containing bathtub or shower stall: Tank water closet 6 three _ (3) bedrooms or more. Flush valve grater: close 487.10/Unit -. Multi -family unit or Mobile Home unit containing -less -- - - Bathtub (with or without overhead shower) -_ _ 2 - than three (3) bedrooms. (This category is based.on Bldet ':,,.- 3Itt .'Judgement/assumption, estimation that such family units E on average require 751 a 225 GPD of the water and sewer - Combination oink -and -tray w/food waste_ grinder .. = - _- 4 service of an average single family unit).- Combination sink and tray w/one 1It trap. S_ Commercial -- -. COCombination sink -and -tray w separa a 11" trap 3 650/ERU - Pi unit schedule. from Southern Plumbing Code will be Dental unit Or cuspidor 1 used. :One ERU will be charged for connection and up to -- Dental lavatory - 1twenty(20) fixture units.. For projects having more than 220yy2J twenty: (20) fixture units the Impact Fee will be deter- - Drinking fountain mined by increments of 258 based on multiples of five (5) a Dishwasher, domestic -- - 2fixtureunitsabovethetwenty (20) fixture unit base for r`. the first ERU. (Example: twenty-five (25) fixture units Floor drains w/2" Waste. 3 will. be rated as 1.25 ERU; twenty-six-(26) fixture units = S Kitchen sink domestic w/one I " trap2will .be rated as 1.5 ERU). Sewer System Fees; C1S Z. - Kitchen sink, w/food waste grinder ImpactVJ .r . t __- Kitchen aink,w/food waste.grinder S dishwasher I " trap 5 Equivalent Residential.Connections.a 270 Gallons per Day (GPD) sink, domestic w/diehwaeher 11" trap 4 esidential. - - ( Lavatory w/1 1 ° waste -- 1 1700 Unit - Single;family-structure, or multi -family unit containsng - d' 1 - - 2 o three.(3) bedrooms or more. ,:. _ .: 1,aundry tray (l.ort2 compartments) _ _ 1275/Unit - Multi=family unit or Mobile Home unit.containing. less., than - Shower' stall , domestic 2 c' three ,(3) bedrooms, (This category is based on - Showers (group) per Head r 3 s' judgement/assumption/estimation that such family units on average require 75% of water and sewer service of an _ - Sinks:- Surgeons 3 average single family unit). - -' Flushing rim (with valve). 8 Commercial - Industrial - Institutional = _ trap standard) 3 51700/ER[ - _ Fixture unit schedule from Southern Plumbing Code will be Service Service ( P trap) - -__ 2 used.. One ERU will be charged for connection and up to Pot, scullery, etc. 4 twenty (20) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be increments - Urinal, pedestal, syphon jet blowout 8 of 25% based on multiples of five (5) fixture units above Urinal, wal lip 4 the twenty (20) fixture unit base for the first ERU'._ - Example:,, twenty- five (25) fixture units will be rated as _ Urinal, stall, washout i 4 1.25 ERU; twenty-six (26) fixture units will be rated -as Urinal trough ( each 6' 1.5ERU). - section).. 2 3. Water Meter Connection Wash 1 k ( 1 multiple) h n CUarOmUpeeachaircri1setof faucets 2 - Fees Water cloeet, private (tank operation) _ 4k,3 WATER METER SIZES FEES - Water 'Closet, public (valve Operation) - 8 10. g3/ 1• $ 210. _-. Fixtures not listed above: Trap size 1 i" or 1 9B9 1 12- 500. ire Trap s11" . T 23- 2, 900. or they install Trap size 2" 3 4- 4,400. or they install 6- 7, 520. or they install Trap size 2 )" 4 A 4. Sewer Connection Fee. Trap size 3 - l S Trap size_ 4 6 Standard 4• Residential Connection - $260 --- t-- Non- standard connection TO BE DETERMINED Reference: Standard Plumbing code, Table 1304.1 page 13.4 and Table 2 3 1304.2page13-5. i NOTE: ANY WATER OR SEWER TAP WORK THAT REQUIRES ANY STREET CUT OR TUNNELING OF i THE PAVEMENT SHALL PAY AN ADDITIONAL $250 FOR EACH SUCH TAP. 9 - - 4 "sr yr COASTAL DESIGN GRauTp-- A Division of Churl -Corporation ENGINEERING DESIGN COMPUTATION SHEET PROJECT: W I4-r-k-CAC- .. IS DATE: 9 8 DESCRIPTION: Lt'(' CA-z:- IS SHEET NO I OF - BY M4_ CHKD. BY i REFERENCE: Landowner WHiEj,GHEIr D.,,O JH'aLLHLI. Engineer C6#g5-r4(. -DtSIoN & XcsdP Date A P411 Zoning OK SCS TR-55) Location 2,gGL SAWOfZ9 4VLf. jp llfv+l f FL, Practice Drainage Area PRESENT Q<) nUTURE ( ) LAND USE DESCRIPTION*"' CONDITION HYDROLOGIC SOIL GROUP PRODUCT ACRES CNABCD ACRES CN ACRES CN ACRES! CN ACRES CN Pasture or Range Land Poor 68 79 86 89 Good 39 61 74 80 Wood or Forest Land Poor 45 66 77 83 Moderate 25 55 70 77 Cultivated Land or Groves Poor 72 81 1 88 91 Good 62 71 78 p.g32L 81 Ilmpervious Land' NA 95 95 95 h 95 Sao Shell Parking NA 80 90 92 94 Swampland NA I Avg. % Impervious 1/8 Acre 65 77 1 85 90 92 1/4 Acre 38 61 75 83 87 1/3 Acre 30 172 81 86 1/2 Acre 25 54 70 80 85 1 Acre 20 51 68 79 1 84 i kNote: For additional rlassifications, see table 2-2 of Soil onservationhService- Cechnical Release No..55 9 Drainage. Area (DA) 0 c/S Acres(Ac) Total Product Weighted Curve Number(CN) = Total Product c 3i, SG h• S CN2. use- a3 C Design Frequency Storm; Rainfall, In. Runoff In. 25 year 100 year Average Slope of Drainage Area % Peak Rate of Discharge, 25 Year cfs/In. of Runoff l a i Peak Discharge (Q) , 25 Year = (> . q cfs/In. X In. X 0. Peak Rate of Q) (Runoff) (SF)**cfs { a Runoff Volume (V), 25 Year In. X Ac X = Ac-ft Runoff) (.DA1. Peak Rate of Discharge, 100 Year cfs/In. of Runoff i Peak Discharge (Q), 100 Year = cfs/In. X In. X i. Peak. Rate of Q) (Runoff) ( cfs, L*Based on Page E-2 of Appendi':K E, TR-55 FLORIDA ENERGY EFFlCIENCYGQ,DF FOR BUILDING CONSTRUCTION EC6MAPDR-APFROALMSECTION. 50BUILDING DER 213C0MpONENTP`t ADMINISTERED. THE.DTM ENT OFCOMMUNITY AFFAIRS FORM 500-H6 STATISTICS: RESIDENTIAL.AND NON- RE81JENTIAL BUILDINGS SEE S. 501.1 PROJECT NAME: E G iG ACCOvNT ZONE: 5- ADDRESS: v °''• BUILDING'CLASSIFICATION S: CITY ZIP CODE: 0 BUILDING PERMIT NO.: SC 0 BUILDER: " 7Jr Fe /P PERMITTING OFFICE: ole OWNER:. JURISDICTION NO.: J BUILDING INFORMATION COMPONENT.: s' JrVALUE NET AREA Total). -. Square Feet) Concrete Block Structure (CBS) U_. 1.5 Wood frame U Other , I U _.. Other U= Under Attic Cavity U LU Yin Single Assembly a ... Other U= - Total Conditioned Floor Area Concrete Over Unconditioned Space U I U.Wood Over Unconditioned Space U S Slab on Grade eClearSingleGlaze 9, U Q ... 2 7, O Clear Double Glaze U Tint Single Glaze U= . 5 int'Double Glaze ,., U Skylights _ U_ Other U= Wood U o ` , Metal U' Insulated Other i•- Us r y a w Total LightWattage: 4 Uj Total Conditioned Floor Q :; TZ O< Area (sq. ft) ........... tts/sq: ft. Wa o¢ Q NLighting Budget Maximum d Wafts/sq. ft. . I SYSTEMSINFORMATION AIR CONDITIONER EFFICIENCY., (EER ) or ( SEER ) or (COP ). HEATING SYSTEM TYPE STRIP IV ' HEAT PUMP [] 'GAS L OIL'L '-SOLAR _ HEATING SYSTEM EFFICIENCY Cop"-, or EFFICILJCY %(Steady state) HOT WATER SYSTEM TYPE . -ELECTRIC Ej HEAT RECOVERY ,.GAS OIL SOLAR U. wall Allowable inof 3 Uo wall Actual" If complying under the provisions of S. 502.1, enter the combined U. o Uo roof/ceiling. Allowablen) 0 , Uo roof/ceiling Actual (7 5 • . values for the entire envelope in this section. Uo floor Allowable AJI A Uo floor Actual ag Uoenvelope Allowable X 0 Uo envelope Actual OTTV wall Allowable ' OTTV; wall Actual • ` OTTV root/ceiling Allowable - OTTV roof/ ceiling Actual 6 '- In accordance with Section 553.907 FS., I hereby certify that the plans and Review of the plans and- specifications covered by this calculation indicate com-" specifications covered by this. calculation are incompliance wit . - orida Energy pliance 'with, the Florida Energy Code. Before construction is completed, this Code.', - building will be inspected. for. corf ance,in accordance with ection 553.908 F.S. G - OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE:. WALL TYPE GROSS WALL , GLASS.AREA DOOR AREA NET OPAQUE., sq ft.) (sq. ft.Y,: _ (sq. ft.). _ WALL AREA I I I _ (sq. ft.) A B. C. . D _.... ROOFICEILING AREA _:. ROOF/CEILING .TY.PE AREA TOTAL GROSS ROOF/CEILING AREA SKYLIGHT (SHADING COEFFICENT = ) — sq. ft. TOTAL:NET ROOF/CEILING•AREA 6. ,AIR'FILMS (LIST AIR FILMS IF USED TO DETERMINE Uo VALUES) - - - COMPONENT R-Value Outside. Air Film....... . Inside Air Film Wall Ceiling G Floor 6 WALTERS ELECTRIC INC. COMMERCIAL AND RESIDENTIAL P.O. BOX 116 LAKE MONROE, FL 32747 JIM CHARLIE 305) 767-5262 W—M-11MJ ' k5I-fib DO, i 2464 SANFORD AVE. SANFORD FL. 8; 2000 sq..ft. at 3 watts 6KW 2-20;amp circuits at 1500 watts 3KW laundry ckt. 1.5 KW; range at nameplate 12KW water heater 4.5KW .' space heater 1OKW space heater(beat pmp) 5KW a/c 12 ton;;:: (heat pump) 3.5KW 3-computer ckts. 4.5KW TOTAL 50KW FIRST 10 KW AT 100X l0KW REMAINDER AT 40X 16KW 26KW CALCULATED SERVICE NEEDED 26000 WATTS DIVIDED BY 230 volts= 113 amp EXISTING SERVICE IS 200;AMPS W TERS EL FJCM INC. CHARLES D. V(ALTERS--SEC.