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HomeMy WebLinkAbout130 Towne Center Cir - 95-002177 (1995) (CACHE) (INTERIOR REMODEL) DOCUMENTST6 (4 & L - I-E Nl)-7W (4 C ZONE CONTRACTOR ADDRESS _ PHONE # DATE J LOCATION OWNER ADDRESS PHONE # PLUMBING CONTRACTOR ADDRESS ^ q5 -r;Y& / ELECTRICAL CONTRACTOR cS- aCoa l ADDRESS PHONE # 3 MECHANICAL CONTRACTOR ADDRESS IC15L PHONE # I MISCELLANEOUS CONTRACTORq5- ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS ) FINISHED FLOOR ELEVATION REQUIREMENTS () ARCHITECTURAL APPROVAL DATE: SUBDIVISION: PERMIT # / / LOT NO. JOB i /11/Y1 Pll L BLOCK: COST $ 600 FEE $ r,2QL On STATE NO. FEE $ 3S 60 J cJZ) FEE $22 FEE $ I SECTION: SQUARE FEET: MODEL: OCCUPANCY CLASS: m I INSPECTIONS ITYPEDATEOKREJECTBY FEE $ ENERGY SECT CERTIFICATE OF OCC NCY ISSUED # DATE: EPI: FINAL DATE SP101IO2 CITY OF SANFORD 971279` Land Master• Selection By Street Address 14:21:02 TyOe 00tionS. press Enter. i=Select 5=View detail OOt Street address Owner, 10 TOWNE CENTER CR 20 TOWNE CENTER CR, 40 TOWNE CENTER CR y 50 TOWNE CENTER CR 5 100 TOWNE CENTER CR GIF'f5 100 200 TOWNE CENTER CR //5-6ou s-a/94 Z Zo8o 3 101 TOWNE CENTER CR GALA ROOM F-15 v 102 TOWNE CENTER CR HOME FURNISHINGS 103 TOWNE CENTER CR 104 TOWNE CENTER CR 105 107 TOWNE TOWNE CENTER CR 7b-1g5-#t MALL DISPLAY BOXES CENTER CRtl137•So 2S11& CAMELOT 108 TOWNE CENTER CR*481,50 S/41gSx 549 BRIAR PATCH 109 TOWNE CENTER CR tvONe- C>uc WIND DANCER 110 TOWNE CENTER CR$i787.'5o 9/5/9Sti a4S3 REGIS HAIRSTYLING + F3=Exit F12=Cancel 07-04 SA MW KS IM II S1 AO KB BP101IO2 CITY OF SANFORD 9/12/95 Land Master Selection By Street Address 14:23:32 Type options. press Enter. 1=Select 5=view detail Opt Street address Owner 111 TOWNE CENTER CR WAR ROOM F-11 112 TOWNE CENTER CR UE CANDLEMAN 113 TOWNE CENTER CR%ii_37,50 6h,,?AT',,2,161 DESIGNS LEVY 114 TOWNE CENTER CR&s-o 711ylVs et 250 ! ZALES JEWELERS 117 TOWNE CENTER CR K 50 7/ZS/95-tt 2s2cg ANN TAYLOR 120 TOWNE CENTER CRw325 '7/1y/9s t2y97 6 SACINO' S FORM, 122 TOWNE CENTER CR0/62,s0 •712q,/175w 25i9 THE BODY SHOP 123 TOWNE CENTER CR 126 TOWNE CENTER CR25y87.5-C 6,/3o/9srr2Y7s, BE BE 127 TOWNE CENTER CR-/.7oo s/.23/yr +u-7-3?4 STRUCTURE DEPT STORE_ 128 TOWNE CENTER CR 129 TOWNE CENTER CR 130 TOWNE CENTER CR%,/87.So-7/3,195-A,252gCHACHE 132 TOWNE CENTER CR$//.?7.s'o DISNEY STORE 135 TOWNE CENTER CR%IgS'C 5/2a11qs-s+ 2331 LIMITED CACIQUE + F3=Exit F12=Cancel 07-04 SA MW KS IM II S1 AO KB V ` FROM THE CITY nul DING OFFICIAL September 12, 1995 TO.:— All Concerned Departments FROM: Gary Winn, Building OfficialAe— 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 Zoningova Public Work JJ Utilities Cyech ow f-lc O91">E^r71 GW/ ar FROM THE CITY BUILDING OFFICIAL September 12, 1995 TO: All Concerned Departments FROM: Gary Winn, Building Off icial/L 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 onlk \ Public Work! JJJ Utilities Cy[ch o. fE P9ync•.r7 GW/ar CITY OF SANFORD, FLORIDA APP ICATION )FOR BUILDING PERMIT PERMIT ADDRESS e-13 PERMIT NUMBER_.I Total Contract Pr•ce of Job O Total Sq. Ft. I Describe Work - ", a - 1 1dCL I Type of. Construction e. F od Prone (YES) (NO) Number of Stories Number of Dwellings Zoning Occupancy: Residential Comme:_cial_ Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER OWNER _ ADDRESS CITY 1 TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS V CITY STATE BONDING COMPANY ADDRESS CITY ARCHI ADDRE CITY MORTG ADDREoo CITY STATE PHONE NUMBER ZIP ZIP STATE ZIP CONTRACTOR ,Q z - PHONE NUMBER ADDRESS ST. LICENSE NUMBER C CITY v (i STATE yUj ' ZIP 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 applicable laws 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. 3 y 10 m ro m En O z o a y Signature of Own r/Agent & Date Siq ture f,Ccntra ctor & Da e 0 a ORIG_.... _-__ ---- ----- - - - N) I Fk THIS APPLICATION USED"FOR WORK VALUED $2500.00 OR MORE R P RETAIL PERMIT SERVICES SA National Permit Service Company TRANSMITTAL RE: Cache' - Seminole Town Center - Sanford, FL TO: Fire Marshal Cohen City of Sanford 407-324-0868 FROM: Kent Fahey Retail Permit Services 800-556-8641 DATE: July 10, 1995 PAGES: 3 Sets/Info Sheet METHOD SENT: Federal Exnress PER YOUR REQUEST XX) FOR YOUR APPROVAL XX) FOR YOUR INFORMATION XX) FOR YOUR FILES COMMENTS: Fire Marshal Cohen, Der our conversation. Dlease review these plans. Upon your approval, please submit to the City of Sanford Building Department for their review. Should you have any questions or require further information, please don't hesitate to call. I appreciate your help. Thank you. Sincerely, 22530 Townhall Court • Katy, Texas 77449 0 'rel:(713) 347-2323 0 Fax:(713) 347-4060 0 TENANT IMPROVEMENT tenant lay-out/build-out, interior remodel/finish) Pro ject• Cache' Seminole Town Center 183 Oregon Avenue Space #B-13 Sanford, FL 32771 Owner• Cache' 1460 Broadway, 16th Floor New York, NY 10036 212-840-4242 Clifford Gray Contractor: OUT TO BID G.C. will pick up and pay for Building Permit at a later date. Contractor will have all necessary licences. We are to submit or walk through plans, so permit will be ready when project is awarded. Use Group: Mercantile Construction Type: 2-C (1 Hr) Occupant Load: 54 Subdivision: Seminole T.C. Size: 1,825 Sq. Ft. Value: $ 40,000 No. of Employees: 3-4 Start date: July 31, 1995 Scope of work: INTERIOR ALTERATION (existing retail lease spacel AADplicant Retail Permit Services 22530 Townhall Court Katy, Texas 77449 800-556-8641 Kent Fahey Architect• Jack Morgan 6510 Woodland Drive Dallas, TX 75225 214-368-3687 Jack Morgan 09/13/1995 10:2' 2120404225 e I CACHE PAGE 01 ache September 13, 1995 City of Sanford Sanford, Florida To: City of Sanford We are bringing in merchandise on Monday, September 18, 1995 forstockingandtrainingpurposes. We understand that we can not, open for business until the SeminoleTowneCenterreceivesit's C..O.. Sincerely, I * 4.W *7 Clifford Gray Director of Construction 1460 BROADWAY NEW YORK, NY 10036 (212) 840-4242 FAY 11111 D- A- R September 13, 1995 City Gr Samford Sanfc.-.-d, Florida To,- City of Sarrfocd C-f c[t 0 P01'.]G 01 fling ir, mereharidisp an Me)nda,, 1.rP tr,ut;Fr :$, :995 for V %"} , and training purpnse9. We understand that we c-an nor open fir ,.., t. .ro r the Seminole Towne Center receives i t ' s C . 0 , . Sincerely, AW.-I i A7 Clifford Gray Director of Conetruct:on 1460 BROADWAY , 212! 840-4242 NEW YORK NY M036 FAX (2121 840.422.5 7777777 C I ]l ,J 0 , N F 0 R D 8j11j95 BUILDING PERMITS 1 300 N. PARK AVENUE INSPECTIONS aANF(::)RD, 1+L 32771 -- ---- =-- ,------ —= 24 HOUI NOTTCE REQUIRED F(__)R ALL`;" INSPECTIONS PHONE, (407) 330=5659' DPP TYPE: FERMI APP].[{1A'I'l0N iPAFCEL .# 29.19,_ 30 _`5L,W--O'100: 0000 . LOCATION :. ' 130 TOWNF C.LNTER CIZ OWNER: CHACIIIs ADDRESS: C / 0 MEL.VIN ,'TMON A'.,30C INC 6 p r) 130Y 70 s.vs INLaIANAPOLIS IN 46207 PIIONS: 31-7 636-1600 LONTRA("TOR:C:LEM±N`i' ELJ_vCs IN . nlihRLSS : CLLMFt:NT, GUY MMONW.L.A C' li i nV,k; URLANDO JJJJ -3,1301 P14UNE : 407 698-0001 CERTIFICATION it: UP8000870—(]2l 3 IFFI{'S CHARGED DATE FEES PAID PERMIT.#: 95-00002507 000 000 NCOM TYPE:, ELIJ.CTR10AL PERMIT ISSUED DATE : 8/11/95.._ VOID, DATE 2 %08/96 ELECTRICAL. PEI-tM17'PM,h,.FEF 15.00 8/1.1/95 15.00 APP FEES: 01-APPLCTN FEE—BUILDING10.00 j'11j05 10.00 TOTAL FEES: $25.00 $25-00 t 4ECEIP'T it: kPPROVFD BY C .--- - - — SIGNATURE: _ 3 FAILURE TO COMPLY WITH MECHANIC-S LIEN LAW CAN RESULT ,IN TH 'PRO TY OWNPR PAYING CWICE FOR BUILDING IMPROVEMENT;_ jqOTE : ALI, FEES MUST BE PAID PRIOR TO C _ 0 - BEING ISSUED. i CLEMENT ELECTRIC INC. G01 COMMONWEALTH AVE. ORLANDO, FL 32803 407) 898-0001 Grano pj cc Drymakima Z 364 625 394 r I T Y o F S to rc, isoX 1-7PR S19i,= oAb FL • , -172 06 & D 6, L) Z/r. 1"I FMENT FT.FCTRIC INC r - C'LENTF T E,CrTRI(', INC. I, t )HAv lck• Flnncim i Ahc Ilgrltt 24, 1994 Certirierl NIA #OD646?'194 RE. cacht 130 Tuwn Center Circle Sanford, FL. Flee. Permit -Y 95-2567 11 11?r.11lit is cancel Inrl we are not retPrinsihle fear III it f:l' -r .. .'I , 14''•I f, Tit rl"rIVNI 1t ahove mentioned 11roji-,-i, 11 Yve persorlcllk Ilcvv'e ;;ill If'l '„ _4 ]'Is!:, . -,i'_ I,>l Ille 5.,imu rea«on thAT there waq rriF 1-mrk ItI h .? c(%Iiv of I)evi tIt io rl fee free to rjII trr rj , a '15 1 CITY OF SANFORD, FLORIDA PERMIT NO. / DATE O sal 70 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'$A ADDRESS I/ OF J MECHANICAL RESIDENTIAL I.VMNIM— Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK Number II AMOUNT FUEL MOTOR H.P. B.T.0 INPUT —OUTPU VALUATION 7M Or.v 1 NOTE: MINIMUM PERMIT FEE $1.50 ,-'1fOTAL COMPETENCY CARD NO. (.C'd 53U/ CITY OF SANFORD FIRE' DEPARTMENT FEES FOR SERVICES gPHONE #: 407-322-4952 DATE: ..i;- / PERMIT #: BUSINESS NAME: C I CAQ. ADDRESS: / ip / ht.,.s C „., Ci PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM c© AMOUNT COMMENTS:&& 4 S4 I'V24*- s:& Z w 1%h 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. 1-1 n p Sanfo d F0'1rV 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 Sanyo d, F1,94da. pli re CIPY OF SANFQRD, FLORIDA APPLICATION FOR BUILDING PERMIT I PERMIT ADDRESS 130 TOWNE CENTER CIRCLE PERMIT NUMBER "l V V D(0(41 Total Contract Price of Job $3000.00 Total Sq. Ft. Describe Work INSTALL AUTOMATIC .L I M Type of Construction AUTOMATIC FIRE SPRINKLERS Flood Prone (YES) (NO) 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 --- CACHE PHONE NUMBER ADDRESS PO BOX 7033 CITY INDIANAPOLIS STATE III ZIP 46207 TITLE HOLDER ADDRESS CITY IF OTHER THAN OWNER) BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS _ CITY MORTGAGE LENDER ADDRESS CITY STATE STATE STATE STATE ZIP ZIP ZIP ZIP CONTRACTOR WAYNE AUTG;4ATIC FIRE SPRINKLERS, INC. PHONE NUMBER 407-656-3030 ADDRESS 222 CAPITOL COURT ST. LICENSE NUMBER 027668000181 CITY OCOEE STATE FL ZIP 34761 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 applicable laws 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. tr,t,t*,ttr**,t r,t,t***rt r****,t*rt*,t*,tw*w*,t,t*,t*,t**,t***f•vt rt******tr r**rt* r***rt*,t*rt**********,ttr*** H ro Z K M O 5 0 m ly 0 rr a o h Signature of Owner/Agent & Date Signature of Contractor & Date o a RANDALL D. ALMOND 8-4-95 i,< z Type or Print Owner/Agent Name Type or Print Contractor's Name v 9 Signature of Notary & Date Official Seal) 8-4-95 Signature of Notary & Date o 6 MyComm Exp. 5109M PUBLIC s Bonded By Service Ins I3o. CC461401 V4.wlyX.. (Joe.I0 Application Approved BY: Date: FEES: Building%.dd Radon/Police ire i1a Open Space Road mpact Application PERMIT VALIDATION: CHECK / CASH DATE j7, BY ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE I 1 Iy M401:11. CERTIFICATE Or INSURANCE CSR AB DATE(MM/00/YY) vaooucER WAYNE-1 03/29/95 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Hugh Cotton Insurance, Inc. P.O. Box 1701 Orlando FL 32802 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE Thomas Cotton COMPANY 407-898-1776 A National Surety Corporation INSURED COMPANY B American Automobile Insurance Wayne Automatic Fire COMPANY Sprinklers, Inc. C Employers Self Insurers Fund 222 Capitol Court Ocoee FL 34761-3033 COMPANY D COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED UY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE: BEEN REDUCED BY PAID CLAIMS. CO LT TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE ( MM/DD/YY) POLICY EXPIRATION DATE ( MM/DD/YY) LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS MADE a OCCUR MZG80602893 09/01/94 09/01/95 GENERAL AGGREGATE 2, 000, 000. PRODUCTS - COMP/OPAGG 2, 000, 000. PERSONAL 6 ADV INJURY 1, 000, 000. OWNER' S 6 CONTRACTOR'S PROT EACH OCCURRENCE 1,000, 000. FIRE DAMAGE (Any one fire) 50, 000. MEO EXP (Any one person) 5, 000. AUTOMOBILE LIABILITY X AANY AUTO MZG80602893 09/01/94 09/01/95 COMBINED SINGLE LIMIT 1,000,000. ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY Per person) X HIRED AUTOS NON - OWNED AUTOS BODILY INJURY Per accident) XPROPERTY DAMAGE GARAGE LIABILITY AUTO ONLY - EA ACCIDENT ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT AGGREGATE B EXCESS LIABILITY NUMBRELLA FORM XCG2550742 09/01/94 09/01/95 EACH OCCURRENCE 4, 000, 000. AGGREGATE s4,000,000. OTHER THAN UMBRELLA FORM i C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY X STATUTORY LIMITS EACH ACCIDENT 5 0 0, 0 0 0. THEPROPRIETOR/ INCL PARTNERS/ EXECUTIVE 0830122960000 04/01/95 04/01/96 DISEASE -POLICY LIMIT 5 500, 000. OFFICERS ARE: EXCL OTHER DISEASE - EACH EMPLOYEE { 500, 000. DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS CERTIFICATE HOLDER CANCELLATION CITSANF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL City of Sanford 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. 300 N. Park Avenue BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY Sanford FL 32771 OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. ACORD 25•S (3/93) AIJrIIPRIZED REPRESENTATIVE Thomasr2St tones"' A!•^On r noonoArrn...00. THIS CERTIFIES THAT: BUSINESS ORGANIZATION: STATE OF FLORIDA OFFICE OFTREASURER DEPARTMENT OF INSURANCE TALLAHASSE: E, FLORIDA STATE FIRE MARSHAL CERTIFICATE OF COMPETENCY RANDALL D ALMOND 222 CAPITOL COURT OCOEE, FLORIDA 34761 WAYNE AUTOMATIC FIRE SPRINKLERS INC. FM07379 CONTRACTOR If IS LIMITED TO THE EXECUTION OF CONTRACTS REQUIRING THE ABILITY TO LAYOUT, FABRICATE# INSTALL. INSPECT. ALTEk, OR SERVICE WATER SPRINKLER SYSTEMS. WATERSPRAYSYSTEMS, FOAM -WATER .SPRINKLER SYSTEMS. FOAM -WATER SPRAY 'S•YSTEMS STANDPIPES, CON31NATION STANDPIPES AND SPRINKLER RISERS, EXCLUDIN PRE-ENGINEERED SYSTEMS . 07 O1 95 07 16 07 027668000181 16475830002 150.00 06 30 96 TREASURER INSURANCE COMMISSIONER ISSUE DATE TYPE CLASS COUNTY LICENSE OR PERMIT NUMBER APPLICATION TAXES 8 FEES I CO%ANY EXPIRATION FIRE MARSHAL A{ EE Drawing Date:8/8,195 8/ 8/95 11:45 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CACHE Location: 130 TOWNE CENTER CIRCLE SANFORD FL Drawing Date: 8/8/95 Contractor: DEJAGER CONST. P.O. BOX 815 WYOMING, MI 49518 Designer: LOUIS P. Calculated By:SprinkCALC CSC Systems & Design Construction: SPRINKLER SYSTEM Reviewing Authorities:SANFORD SYSTEM DESIGN Remote Area Number: 1 Telephone:1-616-530-0060 Occupancy:ORD. HAZ. 2 Code:NFPA 13 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 250 gpm Temperature Rating:165 Hose Allowance Outside 0 gpm CALCULATION SUMMARY gpm Required: 935.5 psi Required: 57.3 @ 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 64 Gallons Notes: c:ACkih Drawing Date:8/8,195 8/ 8/95 11:45 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Required at Hyd Area 1 686 47.3 psi 1 Pipe 4" 10 99' 120 4.260 686 9.7 2 4" Grvd 90 Ell 10' 120 4.000 686 2.7 1 4" Grvd Tee 0' 120 4.000 686 0.0 2 8" Fingd Gate Valve CENTRAL Model 4' 120 8.000 686 0.0 2 8" Fingd Check Valve Model "CENTRAL 0' 0 8.000 686 0.0 1 Pipe 8" PV UNDERGROUND PIPING 500' 150 8.280 686 1.3 1 4" Fingd Butterfly Valve CENTRAL Mo 12' 120 4.000 686 1.6 Elevation Change -12'0" -5.2 Fixed Flow IN"•IDE HOSE 250 gpm Total Loss for 10.1 psi Required at 936 57.3 psi Water Source 71.0 psi static, 52.0 psi residual @ 1340 gpm 936 gpm 61.2 psi SAFETY PRESSURE 3.9 psi Available Pressure of 61.2 psi Exceeds Required Pressure of 57.3 psi This is a safety margin of 3.9 psi or 7 % of Supply Maximum Water Velocity is 18.1 fps UAUHE Drawing Date:8/8/95 8/ 8/95 11:45 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 d.rop 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 CACHE Drawing Date:8/8,195 8/ 8/95 11:45 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 FITTING: LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 13 TO 52 (SUPPLY - DRAWING REF. "W") HEAD 13 26.9 1" 0 0 419" 10.1 fps 31.0 31.0 31.0 -12 0.34 gpm/sq ft 1.049" 1 0 510" 0.226 2.2 0.0 7.9 12 K = 5.60 26.9 120 40 0 919" 0" 0.0 31.0 23.1 0 REF 46 110.9 2" 0 0 7'7" 13.3 fps 34.4 34.4 PATH 2 2.067" 0 0 0" 0.170 1.3 1.2 K =18.92 137.9 120 40 0 717" 0" 0.0 33.2 REF 47 27.2 2" 0 0 3" 15.9 fps 35.7 35.7 PATH 3 2.067" 0 0 0" 0.238 0.1 1.7 K = 4.67 165.1 120 40 0 3" 0" 0.0 34.0 REF 48 22.3 2" 0 0 1010" 18.1 fps 35.7 35.7 PATH 7 2.067" 0 0 0" 0.300 3.0 2.2 K = 3.85 187.4 120 40 0 1010" 0" 0.0 33.6 REF 49 23.7 2-1/2" 0 0 8'0" 14.3 fps 38.7 38.7 PATH 19 2.469" 0 0 0" 0.158 1.3 1.3 K = 3.88 211.1 120 40 0 810" 0" 0.0 37.4 REF 50 24.0 2-1/2" 0 0 418" 15.9 fps 40.0 40.0 PATH 20 2.469" 1 0 1210" 0.192 3.2 1.7 K = 3.88 235.1 120 40 0 1618" 0" 0.0 38.3 REF 51 4" 0 0 4" 5.3 fps 43.2 4.260" 1 0 2010" 0.014 0.3 235.1 120 10 0 2014" 0" 0.0 REF 42 450.4 4" 1 0 13'11" 15.6 fps 43.5 43.5 PATH 9 4.260" 1 0 3010" 0.098 4.3 0.0 K =68.31 685.5 120 10 0 43'11" 112" 0.5 43.5 REF 52 685.5 gpm PATH 1 K = 99.72 47.3 psi CACHE Drawing Date:8/8,195 8/ 8/95 11:45 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 Pn ELEV ID T LT FITTING: LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 10 TO 46 HEAD 10 22.1 1-1/4" 0 0 810" 4.8 fps 31.5 31.5 31.5 36 0.34 gpm/sq ft 1.380" 1 0 610" 0.041 0.6 0.0 16.0 36 K = 5.60 22.1 120 40 0 1410" 0" 0.0 31.5 15.5 0 REF 37 22.2 1-1/2" 0 0 319" 7.0 fps 32.1 32.1 PATH 5 1.610" 1 0 8'0" 0.070 0.8 0.0 K = 3.91 44.2 120 40 0 1119" 0" 0.0 32.1 REF 43 22.2 1-1/2" 0 0 6'8" 10.6 fps 32.9 32.9 PATH 4 1.610" 0 0 0" 0.149 1.0 0.0 K = 3.86 66.4 120 40 0 618" 0" 0.0 32.9 REF 44 22.2 2" 0 0 610" 8.6 fps 33.9 33.9 PATH 6 2.067" 0 0 0" 0.075 0.5 0.5 K = 3.84 88.6 120 40 0 610" 0" 0.0 33.4 REF 45 22.3 2" 0 0 2" 10.7 fps 34.4 34.4 PATH 8 2.067" 0 0 0" 0.114 0.0 0.8 K = 3.85 110.9 120 40 0 2" 0" 0.0 33.6 REF 46 110.9 gpm PATH 2 K = 18.92 34.4 psi PATH 3 FROM HYDRAULIC REFERENCE 14 TO 47 HEAD 14 27.2 1" 0 0 419" 10.2 fps 31.8 31.8 31.8 12 0.34 gpm/sq ft 1.049" 1 0 510" 0.231 2.2 0.0 8.1 12 K = 5.60 27.2 120 40 0 919" 0" 0.0 31.8 23.7 0 REF 47 27.2 gpm PATH 3 K = 4.67 34.0 psi PATH 4 FROM HYDRAULIC REFERENCE 4 TO 43 HEAD 4 22.2 1" 0 0 213" 8.3 fps 31.8 31.8 31.8 36 0.35 gpm/sq ft 1.049" 1 0 510" 0.157 1.1 0.0 16.1 36 K = 5.60 22.2 120 40 0 713" 0" 0.0 31.8 15.7 0 REF 43 22.2 gpm PATH 4 K = 3.86 32.9 psi AlHr Drawing Date:8/8./95 8/ 8/95 11:45 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 5 FROM HYDRAULIC REFERENCE 11 TO 37 HEAD 11 22.2 1-1/4" 0 0 4.8 fps 31.8 31.8 31.8 36 0.35 gpm/sq ft 1.380" 1 0 6 0.041 0.3 0.0 16.1 36 K = 5.60 22.2 120 40 0 61-;" 0" 0.0 31.8 15.7 0 REF 37 22.2 gpm PATH 5 K = 3.91 32.1 psi PATH 6 FROM HYDRAULIC REFERENCE 12 TO 44 HEAD 12 22.2 1" 0 0 419" 8.3 fps 31.9 31.9 31.9 36 0.69 gpm/sq ft 1.049" 1 0 510" 0.158 1.5 0.0 16.2 36 K = 5.60 22.2 120 40 0 919" 0" 0.0 31.9 15.7 0 REF 44 22.2 gpm PATH 6 K = 3.84 33.4 psi PATH 7 FROM HYDRAULIC REFERENCE 3 TO 48 HEAD 3 22.3 1" 0 0 312" 8.4 fps 32.3 32.3 32.3 36 0.62 gpm/sq ft 1.049" 1 0 510" 0.160 1.3 0.0 16.4 36 K = 5.60 22.3 120 40 0 812" 0" 0.0 32.3 15.9 0 REF 48 22.3 gpm PATH 7 K = 3.85 33.6 psi PATH 8 FROM HYDRAULIC REFERENCE 2 TO 45 HEAD 2 22.3 1" 0 0 312" 8.4 fps 32.3 32.3 32.3 36 0.62 gpm/sq ft 1.049" 1 0 510" 0.160 1.3 0.0 16.4 36 K = 5.60 22.3 120 40 0 812" 0" 0.0 32.3 15.9 0 REF 45 22.3 gpm PATH 8 K = 3..85 33.6 psi ti nr Drawing Date:8/8/95 8/ 8/95 11:45 REMOTE AREA ##1 PAGE 4 FLOW GPM) PIPE OF FITS LENGTH-[ FEET PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV K FACTOR PIPE ID C TYPE T LT OTHER FITTINGS LOSS PSI/FT TOTAL Pf Pv Pdrop PIPE ELEVATION Pe Pn Phead FITS PATH 9 FROM HYDRAULIC REFERENCE 18 TO 42 HEAD 18 0.86 gpm/sq 22.3 ft 1" 1.049" 0 1 0 0 110" 8.4 fps 32.3 32.3 32.3 -36 K = 5.60 22.3 120 40 0 5'0" 6'0" 0.160 1.0 0.0 16.4 36 0" 0.0 32.3 15.9 0 REF 36 45.3 1-1/2" 1 0 7'0" 10.8 fps 34.0 34.0PATH101.610" 0 0 410" 0.154 1.7 0.8K = 7.76 67.6 120 40 0 11'0" 0" 0.0 33.3 HEAD 21 0.65 gpm/sq 23.3 ft 2" 2.067" 1 0 0 0 816)" 8.8 fps 35.7 35.7 35.2 -36 K = 5.60 91.0 120 40 0 510" 1316" 0.079 1.1 0.5 17.9 36 0" 0.0 35.2 17.4 0 REF 29 23.2 2" 0 0 5'9" 11.0 fps 36.8 36.8PATH132.067" 0 0 Ci" 0.120 0.7 0.8K = 3.87 114.2 120 40 0 51911 0" 0.0 36.0 REF 30 28.0 2" 0 0 413" 13.7 fps 37.5 37.5PATH112.067" 0 0 0" 0.180 0.8 1.2K = 4.65 142.1 120 40 0 413" 0" 0.0 36.2 REF 31 PATH 16 23.5 2" 0 0 810" 16.0 fps 38.2 38.2 K = 3.88 165.6 2.067" 120 40 0 0 0 0" 0.239 1.9 1.7 810" 0" 0.0 36.5 REF 32 24.3 2-1/2" 0 0 418" 12.8 fps 40.1 40.1PATH212.469" 1 0 1210" 0.129 2.2 1.1K = 3.88 189.8 120 40 0 1618" 0" 0.0 39.1 REF 33 4" 0 0 6" 4.3 fps 42.3 4.260" 0 0 0" 0.009 0.0 189.8 120 10 0 6" 0" 0.0 REF 34 PATH 14 101.5 4" 0 0 12'0" 6.6 fps 42.3 42.3 K =15.65 291.3 4.260" 120 10 0 0 0 0" 0.020 0.2 0.3 1210" 0" 0.0 42.0 CONTINUED 42.5 psi urawing Date:8/8/95 8/ 8/95 11:45 REMOTE AREA ## 1 FLOW ## OF GPM) PIPE FITS HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PAGE 5 LENGTH PRESSURE BRANCH LINE FEET SUMMARY TO HEAD PIPE VELOCITY Pt Pt Pn ELEV FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPETOTALELEVATIONPePnPheadFITS PATH 9 FROM HYDRAULIC REFERENCE 18 TO 42 CONTINUED REF 38 159.1 4" 0 0 6" 10.2 fpsPATH124.260" 1 0 2010" 0.045K =24.58 450.4 120 10 0 201611 o„ REF 42 450.4 gpm PATH 9 K = 68.31 PATH 10 FROM HYDRAULIC REFERENCE 19 TO 36 HEAD 19 22.6 1-1/4" 0 0 810" 0.35 gpm/sq ft 1.380" 0 0 011 K = 5.60 22.6 120 40 0 81011 HEAD 20 22.6 1-1/2" 0 0 63 0.35 gpm/sq ft 1.610" 0 0 off K = 5.60 45.3 120 40 0 619fl REF 36 45.3 gpm PATH 10 K = 7,76 PATH 11 FROM HYDRAULIC REFERENCE 15 TO 30 HEAD 15 28.0 1" 0 0 616" 0.61 gpm/sq ft 1.049" 1 0 510" K = 5.60 28.0 120 40 0 1116" REF 30 28.0 gpm PATH 11 K = 4.65 PATH 12 FROM HYDRAULIC REFERENCE 16 TO 38 HEAD 16 28.5 1" 0 0 610" 0.84 gpm/sq ft 1.049" 1 0 510" K = 5.60 28.5 120 40 0 1110" REF 40 58.2 2" 0 0 310" PATH 15 2.067" 0 0 Off K = 9.45 86.7 120 40 0 310" CONTINUED 42.5 42.5 0.9 0.7 0.0 41.9 43.5 psi 4.9 fps 33.2 33.2 33.2 36 0.043 0.3 0.0 16.8 36 0" 0.0 33.2 16.4 0 7.2 fps 33.5 33.5 33.2 36 0.073 0.5 0.3 16.8 36 0" 0.0 33.2 16.4 0 34.0 psi 10.5 fps 33.4 33.4 33.4 -12 0.242 2.8 0.0 8.5 12 0" 0.0 33.4 24.9 0 36.2 psi 10.7 fps 34.7 34.7 34.7 -12 0.251 2.8 0.0 8.8 12 0" 0.0 34.7 25.9 0 8.4 fps 37.9 37.9 0.072 0.2 0.5 0" 0.0 37.5 38.2 psi ti nr urawing uate:6/8,19b 8/ 8/95 11:45 REMOTE AREA ## 1 PAGE 6 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 12 FROM HYDRAULIC REFERENCE 16 TO 38 CONTINUED REF 39 23.5 2" 0 0 4'0" 10.6 fps 38.2 38.2 PATH 17 2.067" 0 0 0" 0.113 0.5 0.7 K = 3.85 110.3 120 40 0 410" 0" 0.0 37.4 HEAD 8 24.1 2" 0 0 1010" 13.0 fps 38.6 38.6 37.5 36 0.20 gpm/sq ft 2.067" 0 0 0" 0.162 1.6 1.1 19.0 36 K = 5.60 134.3 120 40 0 1010" 0" 0.0 37.5 18.5 0 HEAD 7 24.7 2-1/2" 0 0 514" 10.8 fps 40.2 40.2 39.5 36 0.21 gpm/sq ft 2.469" 1 0 1210" 0.093 1.6 0.8 20.0 36 K = 5.60 159.1 120 40 0 1714" 0" 0.0 39.5 19.5 0 REF 38 159.1 gpm PATH 12 K = 24.58 41.9 psi PATH 13 FROM HYDRAULIC REFERENCE 27 TO 29 HEAD 27 23.2 1" 0 0 116" 8.7 fps 34.9 34.9 34.9 36 0.29 gpm/sq ft 1.049" 1 0 5'0" 0.171 1.1 0.0 17.7 36 K = 5.60 23.2 120 40 0 616"' 0" 0.0 34.9 17.2 0 REF 29 23.2 gpm PATH 13 K = 3.87 36.0 psi PATH 14 FROM HYDRAULIC REFERENCE 28 TO 34 HEAD 28 23.4 1" 0 0 3111" 8.8 fps 35.4 35.4 35.4 36 1.30 gpm/sq ft 1.049" 1 0 510" 0.174 1.6 0.0 17.9 36 K = 5.60 23.4 120 40 0 8111" 0" 0.0 35.4 17.4 0 REF 35 29.1 1-1/4" 0 0 4'0" 11.4 fps 37.8 37.8 PATH 18 1.380" 0 0 0" 0.204 0.8 0.9 K = 4.74 52.5 120 40 0 410" 0" 0.0 36.9 HEAD 25 24.1 1-1/2" 0 0 10'0" 12.2 fps 38.6 38.6 37.6 36 0.20 gpm/sq ft 1.610" 0 0 0" 0.194 1.9 1.0 19.1 36 K = 5.60 76.6 120 40 0 1010" 0" 0.0 37.6 18.5 0 CONTINUED 40.5 psi drawing Date:8/8,195 8/ 8/95 11:45 REMOTE AREA #1 PAGE 7 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 FITTING: LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 14 FROM HYDRAULIC REFERENCE 28 TO 34 CONTINUED HEAD 24 24.8 2" 0 0 514" 9.8 fps 40.5 40.5 39.9 36 0.21 gpm/sq ft 2.067" 1 0 1010" 0.097 1.5 0.6 20.2 36 K = 5.60 101.5 120 40 0 1514" 0" 0.0 39.9 19.7 0 REF 34 101.5 gpm PATH 14 K = 15.65 42.0 psi PATH 15 FROM HYDRAULIC REFERENCE 17 TO 40 HEAD 17 28.8 1" 1 0 6'0" 10.8 fps 35.4 35.4 35.4 12 1.25 gpm/sq ft 1.049" 0 0 210" 0.255 2.0 0.0 9.0 12 K = 5.60 28.8 120 40 0 810" 0" 0.0 35.4 26.4 0 REF 41 1-1/4" 0 0 210" 6.2 fps 37.5 1.380" 0 0 0" 0.067 0.1 28.8 120 40 0 210" 0" 0.0 HEAD 9 29.4 1-1/2" 0 0 310" 9.3 fps 37.6 37.6 37.0 12 0.60 gpm/sq ft 1.610" 0 0 0"' 0.117 0.4 0.6 9.4 12 K = 5.60 58.2 120 40 0 310" 0" 0.0 37.0 27.6 0 REF 40 58.2 gpm PATH 15 K = 9..45 37.9 psi PATH 16 FROM HYDRAULIC REFERENCE 22 TO 31 HEAD 22 23.5 1" 0 0 6" 8.8 fps 35.6 35.6 35.6 36 0.24 gpm/sq ft 1.049" 1 0 510" 0.175 1.0 0.0 18.0 36 K = 5.60 23.5 120 40 0 516" 0" 0.0 35.6 17.5 0 REF 31 23.5 gpm PATH 16 K = 3.88 36.5 psi PATH 17 FROM HYDRAULIC REFERENCE 1 TO 39 HEAD 1 23.5 1" 0 0 411" 8.8 fps 35.8 35.8 35.8 36 1.31 gpm/sq ft 1.049" 1 0 510" 0.176 1.6 0.0 18.2 36 K = 5.60 23.5 120 40 0 911" 0" 0.0 35.8 17.7 0 REF 39 23.5 gpm PATH 17 K = 3.85 37.4 psi Drawing Date:8/8/95 8/ 8/95 11:45 REMOTE AREA ##1 FLOW ## OF LENGTH GPM) PIPE FITS FEET PAGE 8 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTING'S LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 18 FROM HYDRAULIC REFERENCE 26 TO 35 HEAD 26 29.1 1" 0 0 6'0" 10.9 fps 36.2 36.2 36.2 -12 0.59 gpm/sq ft 1.049" 0 0 0" 0.261 1.6 0.0 9.2 12 K = 5.60 29.1 120 40 0 61011 0" 0.0 36.2 27.0 0 REF 35 29.1 gpm PATH 18 K = 4.74 37.8 psi PATH 19 FROM HYDRAULIC REFERENCE 5 TO 49 HEAD 5 23.7 1" 0 0 10" 8.9 fps 36.3 36.3 36.3 -36 0.25 gpm/sq ft 1.049" 1 0 510" 0.178 1.0 0.0 18.4 36 K = 5.60 23.7 120 40 0 5110" 0" 0.0 36.3 17.9 0 REF 49 23.7 gpm PATH 19 K = 3.88 37.4 psi PATH 20 FROM HYDRAULIC REFERENCE 6 TO 50 HEAD 6 24.0 1" 0 0 la" 9.0 fps 37.3 37.3 37.3 36 0.20 gpm/sq ft 1.049" 1 0 510" 0.182 1.1 0.0 18.9 36 K = 5.60 24.0 120 40 0 5110" 0" 0.0 37.3 18.4 0 REF 50 24.0 gpm PATH 20 K 3.88 38.3 psi PATH 21 FROM HYDRAULIC REFERENCE 23 TO 32 HEAD 23 24.3 1" 0 0 6" 9.1 fps 38.0 38.0 38.0 36 0.20 gpm/sq ft 1.049" 1 0 510" 0.186 1.0 0.0 19.3 36 K = 5.60 24.3 120 40 0 516" 0" 0.0 38.0 18.8 0 REF 32 24.3 gpm PATH 21 K 3.88 39.1 psi 140 120 100 80 C 60 40 20 REQUIRED PSI:57.3 TOTAL FLOW(GPM): 936 CACHE AREA #1 AT Z-UUJUU `+UU D U U bUU FLOW UU GPM) 1000 Edo- a i ,/ 5• ' r` _ •,f f , [ N L e P 10110 M,[/- 614py I ( (K- r` j Gv Ifbg CITY OF SANFORD BuILDING DEPARTMENT RSECORKCTION NOT CE ADDRESS'- 1 have inspected this structure and thesepr,amiseshave fo ndthe fo owinq,jiolations: A $ o5 o REINSPECTIONFEENEEDSTOBEPAIDATTHEBUING INC'DANYR MORE BEFORE RECEV INSPECTIONS. You are hereby notitiedthatno more "'e' Sit 111.bendoanreupon these premises until the above and When the corrections d Celltore no.p at corrected• e reinspection tee' 330.5659. INSPECTOR&DATE: DO NOT REMOVE THIS TAG CITY OF SANFORD. FLORIDA PERMIT NO.,:22 t DAT— THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAM C ADDRESS OF JOBWAI)4- Gic"J ELEC. CONTR. i4i ig &)5C_TX1C- Residential Non-residenfiaL7>-'— Subject to rules and regulations of the city and national electric codes. Number AMOUNT Alteration, Addition, Repair Change of Service Residential Commercial Mobile Home Factory Built }lousing New Residential 0-100 Amp Service 101-200 Amp _$ervice 201 Amp and above New Commercial p ervice Application Fee i; q TOTAL By signing this application I am stating I will be in compliance with the NEC including Article 110. Section 110-9 and 110.10. Building Official Master Electrician STATE COMPETENCY NO. CITY OF SANFORD. FLORIDA PERMIT NO. qJ —9 5 (D / DATE r — ` 5 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: 01 OWNER'S NAME C CHIE ADDRESS OF JOB 3 D TuW i j CC /,,T r2 C 14 LLIZ ELEC. CONTR e (fvH'i G2L,esidenfial—Non-residenfial_ Subject to rules and regulations of the city and national electric codes. Number AMOUNT Alteration Addition Repair Change of Service Residential Commercial Mobile Home Factory Built Housing New Residential 0-100 Amp Service 101-200 AmR rvice 201 Amp and above New Commercial L p ervice LA Application Fee I' i TOTAL II By signing this application I am stating I will he in compliance with the NEC includin title 110. Section 10 9 and 110 10. Building Official •star cl ician 6 STATE COMPETENCY NO. n D+-=-u-1 fit' m O N o r-n CL ZQ - Cl- o w m--L G'j'(z IG 00 co NID 110co n a .. •NSA Ce l tkcv HCTT. t3D. 1 W4 51 Ta r CITY OF SANFORD. FLORIDA PERMIT NO- — ?t;C7 DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING PLUMBING WORK: OWNER'S NAME 1-99:24P ADDRESS OF JOB 130 / a earn PLUMBING CONTR.II412% Res. Comm. __ Subject to rule: and regulation: of Sanford plumbing code. Residential: Alteration, Addition, Repair I Number I Amount New Residential: One Water Closet I Additional Water Closet Commercial: Fixtures. Floor Drain, Trap Sewer r Water Piping Gas Piping Factory -built housing Mobile Home Application Fee 0 Minimum Commercial Permit: $25. oo Tote, MIA COMPETENCY CARD N CITY OF SANFORD FIRE -DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DATE: % JN PERMIT #: BUSINE S NAME:1*9 C-, 2- ADDRESS• TRL- r, .v r,&. Te el C, PHONE NUMBER: PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT 436. 5 O COMMENTS: T ep -C. 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. C n J Sanf or F' a revention I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the Cit? 1: f rd, lorida. 4l plicants Signature