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Home My WebLink About210 Towne Center Cir 95-2748; (a) INTERIOR BUILD OUTR 6wne-, Cenkr Cyr S'd G le, ZONE DATE CONTRACTOR ADDRESS PHONE #- LOCATION / Q / ( I I fn OWNER ADDRESS PHONE # PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR '(7s„J AU ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (__) FINISHED FLOOR ELEVATION REQUIREMENTS (__) ARCHITECTURAL APPROVAL DATE: SUBDIVISION: PERMIT # - )LIZ JOB / / (,l I id o u' COST $ 3-- ,y 0 LOT NO. BLOCK: SECTION: SQUARE FEET: v FEE $ MODEL: STATE NO. (28C O l`' OCCUPANCY CLASS: FEE $ FEE $ FEE $ U INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # rC DATE: FINAL DATE EPI: C OF SANFORD, FLORIDA 05 I PERMIT ADDRESS SP&ce Total Contract Price o,f J Describe Work `FA i Type of Construction 1j Number of Stories Occupancy: Resi APPLICATION FOR BUILDING PERMIT PERMIT NUMBER V7 W Total Sq. Ft. Number of Dwellings dential Commercial 9- 2-7 U7 59i''F0rc'D . riuuu rrune kxr.O/ kwv/ Zoning Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER AU 0C* Vn,5(; 2 q — I C1 " 30 - j—) I—w - 0 14>0— OWNER N(.Jj7LC V/0 f— CaSTE)'L- L 10 PPJ-4PaZ-;PHONE NUMBER 3s-% - 2(j ,-71Q ADDRESS 1 Z( k Sf CITY ZIP TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE BONDING COMPANY ADDRESS CITY ARCHIT: CT ADDRESS _ CITY MORTGAGE LENDER ADDRESS CITY STATE STATE STATE ZIP ZIP ZIP ZIP CONTRACTOR ( jr S I SM%7(LUCj I PHONE NUMBER ADDRESS Qb ST. LICENSE NUMBERO ji2oZktOt CITY STATE li ZIP 3zwt7 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, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER' S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicablefolgws regulating Construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF`.COMMENCEMENT WILL BE POSTED ON THE.JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS, ,AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY'RESULT IN YOU PAYING TWICE FOR THE 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 PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. y ro Z; dJ - Ct fD o a Signature of Owne /Agent & jD ate j S' a .0 of Contractor & Date o a < Type Print Owner ent ame Typ o P int Cont ac 's Name 7C 3 C ( D J- aye :E Signature of tary & Date Signature Notary & bate Of f icj al Seal) a a 3 0 . z Q r- 1 H ro w C 0 0 ro m a> 4J i a 0 0 >1 Z a,H ML. MUSE MY COMMISSION q CC 470040 1 O y: a EXPIRES: August 4,1999 NOTAny iY JfT!P;! I Yj. i U , n ''r `. p, F ; Sunded Thru Notary Public UnxAlsrs denW roPUBLIC 3 SondedByServiceIns ..fl 0 C Application Appr i7to. Date: rt FEES: Building ! Radon Police Fire _ n Open Space Road mpact Application \H PERMIT VALIDATION: CHECK CASH DATE C BY C ORIGINAL (BUILDING) YELLOW ( CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) Ir THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE CITY OF SANFORD FI.RE:DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DAT / BUSINESS NAME: r—o C ADDRESS: s_ Go,, i r G i t' PHONE NUMBER: PLANS REVIEW BURN PERMIT TANK PERMIT PERMIT #: TENT PERMIT REINSPECTION FIRE SYSTEM AMOUNT $ COMMENTS :4!f:b--5 rci c-7" 3 Fees must be paid to Sanford Building Department, 300,N. Park Avenue, Sanford, Florida. Phone # 330-565:6:_ * Proof of payment must be made to Sanford Fire P`reuent,ion before any further services can take place. I certify that the above Q e information is true andC4dhI 'l1 I Sanford Fire Prevention correct an t at wi comply with all applicable codes and ordinances of the City of Sanford, Florida. Q"4 J ' nts Signature SL BV : SEM I NpLE 'I'MNE CENTER. o- £-9-D 111 = 01_ NI .-MELV I \' S I NION & ASSOC- 050:T10 EX MIT A OFFICIAL RECORDS PA Sfi yob 0636 SEMINOL.E CO. FL i i Tracts 1, 5, 6, 7, 8, to, 11, 12 and 13, SEMNOL:E TOWNEICL1NTER REpL.AT, accordingtotheplatthereofasrecordedinplatgook47, pages 8, 9 and IiO, Public Records of Seminole County, Florida, less and except that portion of Tract 1 described within the following legaldescription, to wit: Commence at the South quarter corner of said Section 29 for I point of reference; thence runNorth00° 15' 36" West along the West line of the Southeas> quarter of said Section 29, a distance of 2098.60 feet; thence run North 89° 44' 24" Fast, SS.93 feet to a point lying ontheWesterlylineofsaidTract2andthepointofbeginning; the run along the common lines of said Tract 2 and Tract 1 of said plat the following courses: $outh 88° 00' 00" Past, 15..26 feet; thence run North 520 00' 00" Fast, 89.99 feet; thence run South 98" 00' 00" East, 10.74 feet; thence run North 18° 00' 00" West 39.86 feet; thence run Ijorth 890 53' 08" East, 253.79 feet; thence run North 00° 06' 52 West, 37.17 feet; thence run North 890 53' 08" Fast, 35.07feet, to a point lying on the Southerly line of Tract 6 of sail plat; thence, departing saidconznionUnesbeweensaidTract, 2 and Tract 1, run along the common lines between said Tract 2 and Tract 6 of the following courses: North 89* 53' 08"; East, 316.23 feet; to the pointofcurvatureofacurveconcaveSouthwesterly; thence run S¢utheasterly along said curve, having a radius length of 252.00 feet,. a central angle of 31' 40 45', an arc: length of 139.33 feet, a chord length of 137.56 feet, and a chord bearing of Souti 74` 16' 30" Fast, to a point on the aforesaid common.lines of Tract 2 and Tract 1; thence deTarting said common lines of Tract 2 and Tract 6, run along the said common lines of Tract and 'Fact 1 of the followingcourses: South 27° 00' 00" West, 321.88 feet; thence run Sou 63` 00' 00" East, 38.51 feet; thence run North 87° 00' 00" East, 195.42 feet; thence run South 00" .17' 42" Fast, 461.S1. feet; thence run South 87' 00' 00" West, 379.75 feet; thence run South 78' 36' 34" West, 85.58 feet; thence, departing said common lines of Tract 2 ;and Tract 1, continue South 78 ° 36" 34" West, 0.80 feet; .thence run North 63 ° 00' 00" Wes 79.76 feet; thence run North 27 ° 00' 00" Eut, 55.50 feet to a point on the aforesaid commot i lines of Tract 2 and Tract 1; thence run along the said common lin& of Tract 2 and Tract 1 s fpllo w ing courses: 1 oral 630 00' 00" West, 359.54 feet; thence run North 27° 00' 00" Easi, 92.34 feet thence run North 18° 00' 00" West, 386.75 feet to the point of beginning. GREAT SOUTHERN CONTRACTORS GENERAL CONTRACTORS August 23,1995 City Of Sanford Building Department To Whom It May Concern I Kenneth M. Tumlin the license holder For Great Southern Contractors hereby authorize Jerry Crothers to sign for my firm in receipt of a building permit for Stockdale retail store K-3 at the Seminole Towne Square. My state contractors certification no is CB CO28108. Thank you for your assistance with this matter. Ver Truly Yours KENN President Notorized By Witnessed By2, L kp Date: kAt1Rt— My Commission CG409059 Expires Sep. 22, 19W Bonded by 4 BF Ra"- 800-422 15W i 492 Rocky Brook Court, Casselberry, FL 32707 - (407)699-9399 • FAX (407)695-7536 ZQ-7-0crc rvIcTiA1C TrWANT DIST. BOARD ELECTRICAL ROOM. 30A 3P 25A INTEGRATED RATING = 50,000 RMS SYM. DE 48,/27 BUS 30, 4W. 3# 10, 1 # 10 GND 3/9 C. 30 A 3P DISC. SW. POWER RISER NOTE ALL NEW OVERCURRENT CAMPATIBLE WITH RE. 3# 10, 1 # GND 3/4" C. 480V. ,3 15KAV 20BY/120V 3g, 4W GOA 3 P D IS C , ,5 N•F 3# G 1# $ GND I C. 60/3P MAIN BRKR NOTES: CONTRACTOR SHALL BE RESPONSIBLE TO MALL REPRESENTATIVE ANDLm SCOORDINATEANDTHEALLNEWWORKWITHMAIL OWNERS' REQUIREMENTS AS NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM* POWER RISER -DIAGRAM. CTYPICAL FOR F-11' F-16' PBA. & AS DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. 0. BOX 1788 SANFORD, FL 32772-1788 Project Name: S dG C A Date: g Z3 9S Owner/Contact Person: $ef7rivj(C 7Uw,vz CP,- Phone: 3/7_L63-/ Address: Type of Development: s C 1) RESIDENTIAL Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1", 2", etc.): REMARKS: 2) NON-RESIDENTIAL Type of Units (commercial, industrial, etc.): Total Number of Buildings: Number of Fixture Units each building): Type of Utility Connection individual.connections or central water meter & common sewer tap): Water Meter Size (3/4" ill, 2" , etc,. ) REMARKS: CONNECTION FEE CALCULATION: Ceti.-i- 7 wg4ee_ REVISED 8/12/92 1) Water System Impact Fees Equivalent Residential Connection (ERC) - 300 Gallons Per Day (GPD) Residential - 650/Unit - Single family structure, or multi -family unit containing three (3) bedrooms or more. 487.50/Unit - Multi -family unit.or Mobile Home unit containing Type of Fixture or Group of Fixtures Fixture Unit Valuelessthanthree (3) bedrooms. (This category is based on judgement/assumption, estimation that Automatic clothes washer (2" standpipe) 3suchfamilyunitsonaveragerequire75% - 225 GPD of the water and sewer service of an Bathroom group consisting of a water closet, lavatoryaverage single family unit.) bathtub or shower stall: Tank water closet 6 Flush valve water closet 8Commercial - Bathtub (with or without overhead shower) 2650/ERU - Fixture unit schedule from Southern Plumbing Code Bidetwillbeused. One ERU will be charged for connection and up to twenty (2) fixture Combination sink -and -tray w/food waste grinder 3 4units. For projects having more than twenty (20) fixture Combination sink -and -tray w/One 1-1/2" trap 3 units the Impact Fee will be determined by Combination sink -and -tray w/separate 1-1/2" trap 3 increments of 25% based on multiples of five (5) ! Dental unit Or cuspidor 1fixtureunitsabovethetwenty (20) fixture unit Dental Lavatory 1baseforthefirstERU. (Example: twenty-five 25) fixture units will be rated as 1.25 Drinking fountain 1/2eru; twenty-six (26) fixture units will be rated as 1.5 Dishwasher, domestic 2 ERU.) Floor drains w/2" waste 3 2) Sewer System Impact Fees Kitchen sink, domestic w/one.1-1/2" trap 2 Kitchen sink, w/food waste grinder 3 Equivalent Residential connections . 270 Gallons Per Day (GPD) Kitchen sink, w/food waste grinder & dishwasher 1-1/2" trap 5 Kitchen sink., domestic w/dishwasher 1-1/2" trap 4 Residential - Lavatory w/1-1/4" waste 11700Unit - Single family structure, or multi -family unit w/1-1/2" waste 2containingthree (3) bedrooms or more. 1275/Unit - Multi -family unit or Mobile Home unit containing Laundry tray (1 or 2 compartments) 2 less than three (3) bedrooms. (This category is Shower stall, domestic 2 based on judgement/assumption/estimation that such Showers (group) per head 3 family units on average require 758 of water and Sinks: Surgeons 3 sewer service of an average single family unit.) Flushing rim (with valve) 8 Commercial - Industrial - Institutional Service (trap standard) 3 1700/ERU - Fixture unit schedule from Southern Plumbing Code Service (P trap) 2 will be used. One ERU will be charged for Pot, scullery, etc. 4 connection and up to twenty (20) fixture units. Urinal, pedestal, syphon jet blowout 8Forprojectshavingmorethantwenty (20) fixture Urinal, wall lip 4unitstheImpactFeewillbeincrementsof258 based on multiples of five (5) fixture units above Urinal, Stall, washout 4 the twenty (20) fixture unit base for the first Urinal trough (each 6' section) 2 ERU. (Example: twenty-five (25). fixture units Wash sink (circular or multiple) each set of faucets 2 will be rated as 1.25 ERU; twenty-six (26) fixture units be Water closet, private (tank operation) 4willratedas1.5 ERU.) Water closet, public (valve operation) 8 3. Water Meter Connection Fees Fixtures not listed above: Trap size 1-1/4" or less 1 r Trap size 1-1/2" 2 . WATER METER SIZE FEES Trap size 2" 33/ 1. $ 0. 210. Trap size 1-1/2" 4 1-1/2" 400. Trap size 3" 5 2" 500. Trap size 4" 6 3" 2,900. or they install Reference: Standard Plumbing Code, Table 1304.1 page 13-4 and4" 4,400. or they install 6" Table 1304.2 page 13-5. 7,520. or they install 4. Sewer Connection Fee Standard 4" Residential Connection - $260. _ Non-standard connection - TO BE DETERMINED NOTE: ANY WATER OR SEWER TAP WORK THAT REQUIRES ANY STREET CUT OR TUNNELING OF THE PAVEMENT WILL BE AN ADDITIONAL $250 FOR EACH SUCH TAP. i FROM THE CITY BUILDING OFFICIAL September 12, 1995 TO: All Concerned Departments FROM: Gary Winn, Building Official SUBJECT: Issuance of Certificate of Occupancy for the Build Out of Interior of Mall and Interior Local Stores The undersigned have agreed to approve the Issuance of the Certificate of Occupancy for all interior local stores and the Mall area itself. Engineering Zoning Public Wor Utilities GW/ar Fc P97rw--r BP101IO2 CITY OF SANFORD 9/12/95 Land Master, Selection By Street Address 14:25:49 Type options, press Enter. 1=Select 5=View detail Opt Street address Owner, 184 TOWNE CENTER CR-Vq87.s'o '7/'9/QS.A2502SUN COAST MOTION PIC 185 TOWNE CENTER CR 186 TOWNE CENTER CR 187 TOWNE CENTER CR$1F87.so g/o/9ss 2551 RAVE 188 TOWNE CENTER CR$e/8'7.so '7/13/9s02t19i/ LIT MAN JEWELER'S 189 TOWNE CENTER CR UNITED ARTISTS 190 TOWNE CENTER CR !•one. dve_ HEEL AND SEW 191 TOWNE CENTER CR SEMINOLE TOWNE CENTE 192 TOWNE CENTER CR POLICE SUB -STATION 193. TOWNE CENTER CR$i(,37.6o-7/zs/9s-A-2S/8 HAIR- PLUS 196 TOWNE CENTER CR ^r""'^' Tn4AIR rcnirE 199 A TOWNE CENTER CR 199 B TOWNE CENTER CR 199 C TOWNE CENTER CR S 199 D TOWNE CENTER CR ; F3= Exit F12=Cancel 07- 04 SA MW KS IM II S1 AO KB BP101IO2 CITY OF SANFORD 9/12/95 Land Master- Selection By Street Address 14:26:49 Tvpe options, press Enter•. 1= Select 5=View detail Opt Street address Owner-.. 199 E TOWNE CENTER CR SEM-00' c TAW"E—''r 199 F TOWNE CENTER CR 199 G TOWNE CENTER CR S 199 H TOWNE CENTER CR 200s Ge B TOWNE CENTER CR4&S0 5j4lRS1} 237-S $E44]Ep96E TOWNE -G-E*T-E 201 TOWNE CENTER CR GALA ROOM F-16 202 TOWNE CENTER CRiq87.56 7/2s1qs-*2517 FLETCHERS MUSIC 203 TOWNE CENTER CR$2U37.so --12611?su2,*5VIS,ION WORKS 204 TOWNE CENTER CR NONM bum CURIO ARTS 206 TOWNE CENTER CRV 775 /sW2523 CHAMPS .' 207 _ _ TOWNE CENTER CR"97.90 v/S/95aa 2s43 FINISH _LINE 210 TOWNE CENTER CR No1,)E DUB STOCI<DALE 211 TOWNE CENTER CRKys7, so "S/z2lls43 21sIt9 JAN' S HALLMARK 212 TOWNE CENTER CR SUCCESSORIES 213 TOWNE CENTER CR BRICKLEY & COMPANY + F3= Exit F12=Cancel 07- 04' SA MW KS IM II S1 AO KB MERCHANTS PLAZA POST OFFICE BOX 7033 INDIANAPOL CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT y ' PERMIT NUMBER DATE AUGUST 31, 1995 PERMIT ADDRESS 210 TOWNE CENTER CIRCLE Total Contract Price of Job: $1000.00 Total Sq. Ft. Describe Work: INSTALLATION OF AUTOMATIC FIBS SPR NKLERS Type of Construction: AUTOMATIC FIRE SPRINKLERS Flood Prone: (YES) (NO) Change of Use From: Change of Use To: Number of Stories: Number of Dwellings: Zoning: Occupancy: Residential Commercial X Industrial LEGAL DESCRIPTION: (please attach printout from Seminole County) TAX I.D. NUMBER: PARCEL #29-19-20-5LW-01-00-0000 OWNER SIMON --- LASER BEAM PHONE NUMBER: ADDRESS PO BOX 7033 CITY INDIANAPOLIS STATE CONTRACTOR ADDRESS WAYNE AUTOMATIC FIRE SPRINKLERS, INC. CITY OCOEE JRT STATE FL ZIP 347 ZIP PHONE NUMBER: 407-656-3030 LICENSE No. 027668000181 ARCHITECT ADDRESS CITY STATE ZIP SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, MECHANICAL, REMOVAL OR THE RELOCATION OF TREES AND ADVERTISING SIGNS. THIS PERMIT BECOMES NULL AND VOID IF WORK.OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANYTIME AFTER THE WORK IS COMMENCED. ALL PLANS FOR THE BUILDING WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT OR ENGINEER OF RECORD SHALL CONTAIN A STATEMENT THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPEC'S COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. 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. If applicable, check with your homeowner's association prior to applying for a permit. The named Contractor/Owner Builder to whom the permit is issued shall have the responsibility for supervision, direction, management, and control of the construction activities on the project for which the building permit was issued. SIGNATURE OF CONTRACTOR 8-31-95 DATE APPLICATION APPROVED BY: FEES: Building Radon Police Open Space Other Road Impact SIGNATURE OF OWNER DATE DATE: %Z.S' 7 - Fire / Application / 0, (/=, PERMIT VALIDATION: CHECK CASH DATE C lv BY THIS APPLICATION USED FOR WORK VALUED UNDER $2500.00. ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (COUNTY ADMIN.) A HYDRAULICIDESIGN INFORMATION SHEET Job Name: STOCKDALE Location: 210 TOWNE CENTER CIRCLE SANFORD, FL Drawing Date: 8/29/95 Contractor: GREAT SORTHERN CONSTRUCTION 492 ROCKY BROOK COURT CASSELBERRY, FL 32727 Designer: LOUIS P. Calculated By:SprinkCALC CSC Systems & Design Construction: SPRINKLER SYSTEM Reviewing Authorities:SANFORD SYSTEM DESIGN Code:NFPA 13 Remote Area Number: 1 Telephone:699-9399 Occupancy:ORD. HAZ. 2 Hazard:ORD. HAZ. 2 System Type:WET Area of Sprinkler Operation 1500 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0.20 1 Make:CENTRAL Model:H Area per Sprinkler 130 sq ftj Size:1/2" K-Factor: 5.60 Hose Allowance Inside 0 gpm Temperature Rating:165 Hose Allowance Outside 250 gpm CALCULATION SUMMARY gpm Required: 275.4 psi Required: 62.9 @ WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date of Test 6-7-95 Rated Capacity 0 gpm Capacity 0 gpm Static Pressure 71.0 psi Rated Pressure 0.0 psi Elevation 0 Residual Pres 52.0 psi Elevation 0 At a Flow of 1340 gpm Make: ( Well Elevation 0" Model: Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 47 Gallons Notes: HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Required at Hyd Area 1 275 44.5 psi 1 Pipe 4" 10 245' 120 4.260 275 4.4 1 Pipe 6" 10 80' 120 6.357 275 0.2 2 6" Grvd 90 Ell 14' 120 6.000 275 0.1 1 4" Grvd Tee 0' 120 4.000 275 0.0 4 4" Grvd 90 Ell 10' 120 4.000 275 1.0 1 8" Thrd Other Valve BACKFLOW CHART LOSS 275 7.0 1 Pipe 8" PV UNDERGROUND PIPING 500' 150 8.280 275 0.2 1 4" Fingd Butterfly Valve CENTRAL Mo 12' 120 4.000 275 0.3 Elevation Change 12'0" 5.2 Total Loss for 18.4 psi Required at 275 62.9 psi Water Source 71.0 psi static, 52.0 psi residual @ 1340 gpm 275 gpm 70.0 psi SAFETY PRESSURE 7.1 psi Available Pressure of 70.0 psi Exceeds Required Pressure of 62.9 psi This is a safety margin of 7.1 psi or 11 % of Supply Maximum Water Velocity is 24.4 fps LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)"1.85 / ID-4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q-2/ID-4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. Calculations conform to NFPA 13 edition. Velocity Pressures are considered on branch lines and cross mains REMOTE AREA ##1 PAGE 1 FLOW OF LENGTH PRESSURE BRANCH LINE GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 8 TO 22 SUPPLY - DRAWING REF. "W") HEAD 8 24.0 1" 0 0 118" 9.0 fps 18.5 18.5 18.5 12 0.20 gpm/sq ft 1.049" 1 0 510" 0.182 1.2 0.0 0.1 12 K = 5.60 24.0 120 40 0 618" 0" 0.0 18.5 18.4 24 REF 21 25.6 1" 0 0 3'5" 18.6 fps 22.0 22.0 PATH 2 1.049" 1 0 510" 0.697 5.9 2.3 K = 5.46 49.6 120 40 0 815" 0" 0.0 19.7 REF 17 84.8 2" 0 0 5'5" 11.9 fps 28.8 28.8 PATH 6 2.157" 1 0 1010" 0.132 2.0 0.9 K =15.82 134.4 120 10 0 1515" 0" 0.0 27.8 REF 16 141.0 2" 0 0 16'7" 24.4 fps 30.8 30.8 PATH 3 2.157" 1 0 10'0" 0.497 13.2 0.0 K =25.41 275.4 120 10 0 2617" 0" 0.0 30.8 REF 23 4" 0 0 24111" 6.3 fps 44.0 4.260" 0 0 0" 0.018 0.5 275.4 120 10 0 24'11" 0" 0.0 REF 22 275.4 gpm PATH 1 K = 41.29 44.5 psi PATH 2 FROM HYDRAULIC REFERENCE 6 TO 21 HEAD 6 25.6 1" 0 0 417" 9.6 fps 21.0 21.0 21.0 12 0.51 gpm/sq ft 1.049" 0 0 0" 0.205 0.9 0.0 0.2 12 K = 5.60 25.6 120 40 0 417" 0" 0.0 21.0 20.8 24 REF 21 25.6 gpm PATH 2 K = 5.46 22.0 psi PATH 3 FROM HYDRAULIC REFERENCE 5 TO 16 HEAD 5 27.6 1" 0 0 8'0" 10.4 fps 24.6 24.6 24.6 -12 0.55 gpm/sq ft 1.049" 1 0 510" 0.236 3.1 0.0 0.3 12 K = 5.60 27.6 120 40 0 1310" 0" 0.0 24.6 24.3 24 CONTINUED 28.7 psi REMOTE AREA #1 PAGE 2' FLOW OF LENGTH PRESSURE BRANCH LINE GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Fin ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 5 TO 16 CONTINUED REF 15 113.4 2" 0 0 4'7" 12.5 fps 28.7 28.7 PATH 4 2.157" 1 0 1010" 0.144 2.1 1.0 K =21.17 141.0 120 10 0 14'7" 0" 0.0 27.7 REF 16 141.0 gpm PATH 3 K 25.41 30.8 psi PATH 4 FROM HYDRAULIC REFERENCE 3 TO IS. HEAD 3 28.1 if; 0 0 6'0" 10.5 fps 25.5 25.5 25.5 -12 0.33 gpm/sq ft 1.049" 1 0 510" 0.244 2.1 0.0 0.3 12 K = 5.60 28.1 120 40 0 1i'0" u" 0.0 25.5 25.2 24 REF 13 56.6 2" 0 0 3'' 7.5 fps 28:5 28.5 PATH 5 2.157" 0 0 0" 0.056 0.1 0.4 K =10.60 84.7' 120 10 0 1'3" 0" 0.0 28.1 REF 14 28.7- 2" 0 0 1'3" 10.1 fps28.6 28.6 PATH 10 2.157" 0 0 0" 0.096 0.1 0.7 K = 5.43 113.4 120 10 0 113" 0" 0.0 27.9 REF 15 113.4 gpm PATH 4 K = 21.17 28.7 psi PATH 5 FROM HYDRAULIC; REFERENCE 2 TO 13 HEAD 2 28.1 1" 0 0 5111" 10.5 fps 25.5 25.5 25.5 -12 0.31 gpm/sq ft 1.049" 1 0 5'0" 0.245 2.7 0.0 0.3 12 K = 5.60 28.1 120 40 0 10'11" 0" 0.0 25.5 25.2 24 REF 12 28.5 2" 0 0 4'9" 5.0 fps 28.4 28.4 PATH 9 2.157" 0 0 U" 0.027 0.1 0.2 K = 5.34 56.6 120 10 0 4'9" O" 0.0 28.2 REF 13 56.6 gpm PATH 5 K = 10.60 28.5 psi REMOTE AREA ##1 PAGE 3 FLOW OF LENGTH PRESSURE. BRANCH LINE GPM-) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 7 TO 17 HEAD 7 28.2 1" 0 0 5'7" 10.6 fps 25.7 25.7 25.7 12 0.23 gpm/sq ft 1.049" 1 0 510" 0.246 2.6 0.0 0.3 12 K = 5.60 28.2 120 40 0 1017" 0" 0.0 25.7 25.4 24 REF 18 56.6 2" 0 0 1'1" 7.5 fps 28.7 28.7 PATH 7 2.157" 0 0 0" 0.056 0.1 0.4 K =10.57 84.8 120 10 0 1'1" 0" 0.0 28.3 REF 17 84.8 gpm PATH 6 t = 15.82 28.8 psi PATH 7 FROM HYDRAULIC REFERENCE 10 TO 18 HEAD 10 28.3 1" 0 0 6'0" 10.6 fps 25.8 25.8 25.8 12 0.28 gpm/sq ft 1.049" 1 0 510" 0.247 2.7 0.0 0.3 12 K = 5.60 28.3 120 40 0 11'0" 0" 0.0 25.8 25.5 24 REF 20 2" 0 0 2111" 2.5 fps 28.5 2.157" 0 0 0" 0.007 0.0 28.3 120 10 0 2111" 0" 0.0 REF 19 28.3 2" 0 0 611" 5.0 fps 28.5 28.5 PATH 8 2.157" 0 0 0" 0.027 0.2 0.2 K = 5.32 56.6 120 10 0 611" 0" 0.0 28.4 REF 18 56.6 gpm PATH 7 K = 10.57 28.7 psi PATH 8 FROM HYDRAULIC REFERENCE 9 TO 19 HEAD 9 28.3 1" 0 0 4'11" 10.6 fps 25.9 25.9 25.9 12 0.23 gpm/sq ft 1.049" 1 0 510" 0.248 2.5 0.0 0.3 12 K = 5.60 28.3 120 40 0 9111" 0" 0.0 25.9 25.6 24 REF 19 28.3 gpm PATH 8 K = 5.32 28.4 psi REMOTE AREA ##1 PAGE 4 FLOW OF LENGTH PRESSURE BRANCH LINE GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS. PATH 9 FROM HYDRAULIC REFERENCE 1 TO 12 HEAD 1 28.5 1" 0 0 3110" 10.7 fps 26.2 26.2 26.2 12 4.33 gpm/sq ft 1.049" 1 0 510" 0.250 2.2 0.0 0.3 12 K = 5.60 28.5 120 40 0 8110" 0" 0.0 26.2 25.8 24 REF 11 2" 0 0 314" 2.5 fps 28.4 2.157" 0 0 0" 0.007 0.0 28.5 120 10 0 314" 0" 0.0 REF 12 28.5 gpm PATH 9 K = .5.34 28.4 psi PATH 10 FROM HYDRAULIC REFERENCE 4 TO 14 HEAD 4 28.7 1" 0 0 3" 10.8 fps 26.6 26.6 26.6 12 0.25 gpm/sq ft 1.049" 1 0 510" 0.254 1.3 0.0 0.3 12 K = 5.60 28.7 120 40 0 513" 0" 0.0 26.6 26.2 24 REF 1.4 28.7 gpm PATH 10 K = 5.43 27.9 psi 140 i 120 100 80 60 40 20 REOUIRLD PSI: 62.9 TOTAL FLOW(GPM):275 STOCKDALE AREA #1 AT 50I GPMI HO PPLY i vv i ou ZUU Z5U .SUO 350 400 450 500 FLOW (CPM) CITY OF SANFORD, FLORIDA PERMIT NO. DATE 9A ) L THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MEC ANICAL EQUIPMENT: G ql-d7,6 OWNER'S NAME 6TW9 %)A (.o ADDRESS OF JOB 2 1 D C • C MECHANICAL CONTR. RESIDENTIAL COMMERCIAL Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK 6 // 0 ) tic 4f COMPETENCY CARD NO. LN ['v G 7 CITY OF SANFORD, FLORIDA PERMIT NO. ` DATE! 7 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAME S rOGlezzle-J- ADDRESS OF JOB a I Q T " CAL rz ELEC. CONTR 5721-r Residential -Non-residential Subject to rules and regulations of the city and national electric codes. Number AMOUNT Alteration Addition Repair Chanve of Service Residential Commercial Mobile Home Factory Built Housing New Residential 0-100 Amp Service 101-200 AmR Service 201 Amp an .a ove New Commercial W&I Amp Service Application Fee I it TOTAL I By signing this application 1 am stating I will be in compliance with the NEC including Article 110. Section 110.9 and 110-10, Building i Mesfer Eleclrieian G~NCO 0 er7-S d STATE COMPETENCY NO. 3 = 27v4- CITY OF SANFORD FIRE --DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DATE: S i" S PERMIT #: BUSINESS NAME: ADDRESS:y2%4:2 Z G Cep, % ; r in , PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT COMMENTS:/,f JJ— Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. 440e, anfold i e Prevention I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City of San ord, F orida. A lic A rhs Si re