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HomeMy WebLinkAbout501 Don Knight Ln (2)CITY OF SANFORD PERMIT APPLICATION Permit # :_ ,04.-1713 _ Date: _ 8/31/04 Job Address: 501 Don Knight Lane Sanford Description of work: Revision - Added Mezzanine Historic District: Zoning: Value of Work: 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 Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial X Industrial Total Square Footage: Construction Type:Meta 1 # of Stories: # of Dwelling Units: I Flood Zone: (FEMA form required for other than X) Parcel #: Owners Nar taa0 (Attach Proof of Ownership & Legal Description) &Address: Sanford Airport Authority/City of Sanford Red Cleveland Boulevard, Sanford P,_ - Contractor Name&Address: Southern Fire Protection of Orlando 3801 Ea Stat -E-, Road 46, Sanford, Robert Caldweliat,License Number: 74072300011990 Phone&Fax:_407-323-4200/328-8931 ContactPerson:Tiffanv Kirk Phone: 407-323-4200 Bonding Company: N/A Address: Mortgage Lender: N/A Address: Architect/Engineer: Address: Phone: Fax: 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 PAYING 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 permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. OAAA44 08.31'04- C; %� � 8/31/04 Sipnature ofQwner/Agent Date Signature of Contractor/Age Date D �i>ane C� W vice -pro Min;sire.0Zo ISAA P.6bert H. Caldwell Jr. Print Owner/Agent's N e ' Print Contractor/Agent's Name t 199 1Signature of Notary -State of Florida Date ( v� Notary-Statere Si Signature of of Florida M. DUNAKIN Notary Public, State'of Florida in My comm. exp. Jan. 25, 2008 W Owner/Agent is _ Perso 41L= to Me or Contractor/Agent is X Personally Known tGwiR. No. DD 284294 u _ Produced ID _ Produced ID rY,LICATION APPROVED BY: Bldg: _ ��6Zdning: (Initial & Date) '41, tial Conditions: (Initial & Date) Utilities: (Initial & Date) FD: �-- (initial & Date)�� O I� i REVISIONS PERMIT ADDRESS CONTRACTOR �7 DATE 9 Zj04 V1 � f� Q�-�,�,v✓1 PH # 40") 3234W FAX # 3'ZR Bq3J DESCPRITION OF REVISION: UTUTIES FIRE_ 6 « 4 BLDGX004 SEP 0 rt��3355..4.. 5. Conditional) Payment & Performance Bond Surety Information:- - c a. Nance and address: The United Fire & Casualty Company, 1. i 8 Second Avenue S.E., Ceda1 Rapids, IA 52407-3909 b. Amount of bond: $456,000.00 6. Lender Infoirmation: 1 a. Designated. contact:: N/A. b. Name and address: N/A. 7. Names and address of person. within the State of Florida designated: by Owner upon whom noticies or other documents- may be served (as_ designated in Fl2rida Statutes, Section 71343(1)(a)(7): Larry A_ Dale,. President/Agent,. Sanford. Airport Authority, 1200 Red Clevelalad. Boulevard, Sanford, FL 32773; and Stephen H. Coover; Esquire, Hutchison,.. Mamele and icoover, P.A.., Post Office Box 11.49, Sanford, FL 32772-1149. 8. In addition go himself, Owner designates to receive a copy of the JLienor's Notice as provided Wn Section 713.13(1)(B), Florida Statutes. i 9. Expiration date of Notice of Commencement (I year from recording date unless specified): j SANFORD AIRPORT AUTHORITY Name: Diane Crews Title: Vice -President of Administration STATE OF FLORIDA COUNTY OF SENIINOLE The foregoing instnunent was acknowledged before me this�� � day of March, 2004 by DIANE CREWS as Vice President of Sanford Airport Authority, wbo [ is personally known to nrLe J has produced N/A as identification. L Signature of Notarm Public (NOTARY SEAL) Print Name: C.l.s -� NL' 2),i , j Its - Notary Pubk - State of Florida CH81STINE D. IMLLIS My Commission Expires�_,o t �� �.��Notary Public, State of Florida Commission No: DUP E" My corrun, exp, SW. 2, 2005 Comm. ldo. pp 048885 09: 25 4073228436 ITUS .DOCUMENT. PREPARED BY: KEVIN J. SPOLSKI SPOLSKI CONSTRUCTION,, INC.. 1425 E. Airport Boulevard.. Sanford, FL 52773 SPOLSKI CONSTRU&,T IUN . C MW OF CIRCUIT M Etik 85-�!57 P&S 1099--13 07 CLERRA S v �c'0"0*:. `7810 04jwn% se,88139 M RECIM021G FM 4.59 RMORM Sy t. i►ai&,q r ------------------------ 6 ---- ------ [Space Above This Lime for Recordiiia Data.' NOTICE OF COMMENCEDENT THE UNDERSIGNED notifies all, parties that improvements will be made to certain rcal property, and in accordance with Chapter 713, f lo�da tat tes, the following information is provided. in this Notice of. Commencement: I . Descriptionof Property: Commence at the NW corner of the SW 1/4 of the NE 1/4 of Section 4, Township 20 South, Range 31 East, Seminole County, Florida; thence run S.00°08'45"W., 917.95 feet; thence dun. N.90°00'00"W, 2,016.22 feet; thence run 5.00°00'00"E., 1,000.00 feet to the Point of Beginning; thence run N.9°30' 16"E., 220.00 feet; thence run. S.06°40'37"E., 456.46 feet; thence run S.83'1. 1'07"W.,. 157.42 feet; thence run. N.13°56'49"W., 484,42 feet to Point of Beginning - Street Address: 501 Don Knight Boulevard, Sanford, FL 32773 2- General Description of Improvements: Construct 10,000 S.F. single -story office/warehouse building 3. Owner Info rmation:�p a Name and address: Sanford Airport Authority, 1200 .Red Cleveland Boulevard, Sanford, .FL 32773 b. Interest in property: Leasehold C. Name and address of fee simple titleholder (if other than Owner): The City of Sanford, c/o Sanford Airport Authority, 1.200 Red Cleveland Boulevard, Sanford, FL 32773 4, Contractor (name and address): Spolski Construction, Inc., 1425 E. Airport Boulevard, Sanford, .FL `32773 --- i --IRF:' PRO-FEC-FION BY COMPU7FER DaSION -X- HYDRA-rr--C, INC- -w RTP- III WINIDHAM NH 0--lin-G7 -X- -X- -X- -X- -X- -X- -X- -X- -X- -X- -X- -3e-- -x- -k- -X- -y-l-p- -K- -W.- -x- -33F 4E- � 4e- -x- • CONTRACTOR SOUTHERN FIRE PROTECTION OF ORLANDO INC. • NAME SHERIFF'S LOGISTIC • LOCATION 501 DON KNIGHT LANE • SYSTEM NO. MEZ ZAblINE • CONTRACT NO. 24011 HYDRATEC, INC. RTE 111 WINDHAM r1H 03087 603-4-64-0502 HYDRAULIC DESIGN INFORMATION SHEET NAME SHERIFF'S LOGISTIC DATE 8-30-04 LOCATION 501 DON KtNIGHT LANE BUILDING SYSTEM NO. MEZZANINE CONTRACTOR SOUTHERN FIRE PROTECTION OF ORLANDO INC. CONTRACT NO. 24011 CALCULATED BY KRR DRAWING NO. 1 OF 1 CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT 8FT OCCUPANCY LIGHT HAZARD OFFICE AREAS S ! (X) NFPA13 ( X) LT. HAZ. ORD. HAZ. GP. ( ) 1 ( ) c ( ) 3 ( ) EX. HAZ. Y !( )NFPA 231 ( )NFPA 2310 FIGURE CURVE S !(X)OTHER REDUCE AREA FOR QUICK RESPONSE HEADS AND 8FT CEILINGS T !( )SPECIFIC RULING MADE BY NFPA 13 1999DATE M !AREA OF SPRINKLER OPERATION 900 SYSTEM TYPE '.DENSITY- GPM .1 (X)WET( )DRY( )DELUGE( )PREACTION D !AREA PER SPRINKLER 225 SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM -INSIDE G MAKE RASCO MODEL F1FR S !HOSE ALLOWANCE GPM -OUTSIDE 100 SIZE 1/2" K -FACTOR s.& I '.RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 155 G ! N ! CALCULATION ! GPM REQUIRED 148.29 PSI REQUIRED 31.49 AT BASE OF RISER SUMMARY ! C FACTOR USED: OVERHEAD 120 UNDERGROUND 150 W !WATER FLOW TEST ! PUMP' DATA ! TANK OR RESERVOIR A !DATE OF TEST ! RATED CAP 0 ! CAP. 0 T !TIME OF TEST AT PSI 0 ! ELEV. 0 E !STATIC (PSI) 80 '. ELEV 0 ' R !RESIDUAL (PSI) 27 ' WELL !FLOW (GPM) 710 ' ! PROOF FLOW GPM 0 S '.ELEVATION 1.5 ! P ! P !LOCATION :EXISTING 10" WATER MAIN L !SOURCE OF INFORMATION : Y ! !COMMODITY CLASS LOCATION C !STORAGE HT. AREA AISLE WIDTH 0 !STORAGE METHOD:SOLID PILED PALLETIZED X RACK `.`• M M ! ! ( )SINGLE ROW ( )CONVEN. PALLET ( )AUTO. STORAGE ( )ENCAP. '. R ! ( )DOUBLE ROW ( )SLAVE PALLET ( )SOL.ID SHELVING ( )NON-ENCAP. S ! A ! ( )MULTIPLE ROW ( )OPEN SHELVING T' C ;_______________________----____-----------------------___---------____-- 0 !' K ! FLUE SPACING: CLEARANCE:STORAGE TO CEILING R ! ! LONGITUDINAL TRANSVERSE G ! ! HORIZONTAL BARRIERS PROVIDED: E ! ! UNITS - DIAMETER (INCH" LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ######iF##-•�#:•#•k•#####•k: #•##i:•r. ###•hi'e ###••iF###•iF#4.•3c#•k## ######fi: #•#•#•#••iF####?••A:•ii••k=#•i: #•k#####•�•#####�• 1= T RtE )~6 R0 IcC 7 1 0Pl-- —n'Y C_-01}aF'LJT'I-=- R nIF-C; T P=46NJ 4# HYDRATEC, INC.# JOB- SHERIFF'S LOGISTIC JOB NO 24011 DATE 8-30-04 PAGE I HYDRLC. OA DIA. EQUIV. PIPE PT PT REF. FLOW "C" FITTING FIGS. PE PV *# NOTES #### POINT CST LOSS/F LENGTHS TOT. PF PN 22.37 C=120 2.00 15.96 Q=K*SGR(P): P= 15.96 26 1.083 1T 5.0 5.00 0.00 K= 5.600 V = 7.79 22.37 0. 13 71 7.00 0.96 ------------------------------ 0.00 C=120 - _.---------------- 6.00 _.------------------------------ 16.92 CA= 0.00PT= 16.92 36 1.417 IT 6.0 6.00 0.00 VELOCITY = 4.55 ------------------------------------------------------------------------------- 22.37 0.0370 12.00 0.44 22.37 17.37 CS 1 40 ------------------------------------------------------------------------------- 22.41 C=120 1.00 16.02 Q=K*SQR (P) : P= 16.02 24 1.083 IT 5.0 5.00 0.00 K= 5.600 V = 7.8 ------------------------------------------------------------------------------- 22.41 0.1375 6.00 0.83 22.41 16.84 CS5 2 34 1.38 C=120 1.00 14.57 Q=K*SOR ( P) : P= 14.57 25 1.083; IT 5.0 5.00 0.00 K= 5.600 V = 7.44 ------------------------------------------------------------------------------- 21.38 0.1260 6.00 0.76 0.00 C=120 12:00 15.33 GA= 0.00PT= 15.33 35 1.083 0.00 0.00 VELOCITY = 7.44 21.38 0.1260 Moo 1.51 -------------------------------------------------------------------------------------------- 22.41 C=120 3.00 16.84 QA= 22. 41 PT= 16.84 34 1.417 IT 6.0 6.00 0.00 VELOCITY = 8.91 43.79 0.1282 9.00 1.15 ------------------------------------------------------------------------------- 43.79 18.00 CS 3 42 ---------------------_.---------------------------------------------•------------ •a•_, 22." 120 C=��ti� i 1 �. 00 c -75 1,�. 1 � i- ,� ? i C-}' SQR P) : P= 15.75 23 1.083 1T 5.0 5.00 0.00 K= 5.600 V = 7.74 22. 22 ��q�{. irIJJ 3_ • Y� 16.00 2.17 22. 22 17.91 7 4 . C- 41 ------------------------------------------------------------------------------- 20. Lam} C=120 1.00 13.46 Q=K*SQR (P)u P- 13.46 22 i.083 1T 5.0 5.00 0.00 K= 5.600 V = 7.15 20.54 0.1170 6.00 0.70 ------------------------------------------------------------------------------- 32 20.54 14.16 CS 5 a� HYDRATEC, INC. JOB- SHERIFF'S LOGISTIC JOB NO 24011 DATE 8-30-04 PAGE 2 •�•���-•��••�•��-���•��•�•��•�a���-��••���•�:-�•�•�-�•��-DESIGN RF2'e'R�-•�-�--�•���x•�•�•��•�����a���•�•�•�•��-k�•������:x HYDRLC. QA "C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV ## NOTES POINT QT LOSS/F LENGTHS TCT. PF PN 19.76 0=120 1.00 12.45 Q=K*SQR (P) : P= 12.45 21 1.083 1T 5.0 5.00 0.00 K= 5.600 V = 6.88 ------------------------------------------------------------------------------- 19.76 0. 1039 6.00 0.65 15.76 13.11 CS 6 .z 19.60 C=120 ------------------------------------------------------- 8.00 12.25 Q=K*SDR (P) : P= 12.25 ;20 1.082. 0.00 0.00 K= 5.600 V = 6.82 19.60 0.1073 8.00 0.86 15.76 C=120 10.00 13.11 QA= 19.76PT= 13.11 :31 1.417 0.00 0.00 VELOCITY = 8 39.36 0. 105E 10.00 1.05 ------------------------------------------------------------------------------- 20.52 C=150 8.00 14.16 QA= 20.55PT= 14.16 32 1.417 1T 6.0 6.00 0.00 VELOCITY = 12.18 ----------------------------------------------------------------------------------------- 59.91 0.228S 14.00 3.21 22.37 C=120 10.25 17.37 QA= 22.37PT= 17.37 40 8.157 0.00 0.00 VELOCITY = 7.22 ------------------------------------------------------------------------------- 82.28 0.05.32 10.25 0.55 22.22 C=120 1.00 17.91 QA= 22.22PT= 17.91 41 2.157 0.00 0.00 VELOCITY = 9.17 ------------------------------------------------------------------------------- 104.50 0.0328+ 1.00 0.08 43.79 C=120 3E 5.0 38.00 18.00 QA= 43.79PT= 18.00 42 2.157 IT10.0 25.00 3.46 VELOCITY = 13.01 ------------------------------------------------------------------------------- 148.25 0.1532 63.00 9.97 PE= FOR HT. OF 8.0 0.00 C=120 11.00 31.43 QA= 0.OM= 31.43 43 4.260 0.00 0.00 VELOCITY = i.34 ------------------------------------------------------------------------------- 148.29 0.0057 11.00 0.06 148.29 31.49 CS 7 :305 0.00 C=150 4E15.1 160.00 31.47 QA= 0.00PT= 31.49 305 4.230 2T30.2 122.80 0.00 VELOCITY = 3.38 148.29 0.0039 2.00 . 282.80 1.11 148.29 32.51 cs 8 306 ++»++#+#+++++«!»!##+»«I#+#+++»I+ HYD C, INC. »+»+»#++++++++»+>+I++++++»+++> JOB— SHERIFF'S LOGISTIC JO[ NO 24211 DATE 8-30-04 PAGE 3 21.32 >>>25 21.38 22.E V2.41 36? >> 2E, 34)>124 22.37 43.79 82.28 ^ 148.29 148.29 V V 104.50 148.29 59.91 22.22 20.54 e V 22(<< 2-2 V 39.36 19.76 v 21 M 31 V v 19.60 V 20 z A a ai HYURATEC, INC. JOB-- SHERIFF'S LOGISTIC JOB NO 24011 DATE 8-30-04 PAGE 0 x •xx a>�# � r41ATER SUPPLY SCHEMATIC•x****•><******-tr*************•>*ii, t----------------------------------------------------------------------., I , ! STATIC FRES. + ! *1-- 60.000 PSI t . i I S ! u ! L ± ! Y i + S 1 U , i � I 1 V i ! E , ! FRES. AVAILABLE ! ! t-•- 55.275 PSI ! ! SAFETY MARGIN ! ± 22.665 PSI v ± ! SYSTEM DEMAND— —___.____.._.__.___..-_ (-- FLOW AVAILABLE ! '. 148.29 GPM 100 GPM HOSE 641.97 GPM ! ----------------- , E ! TOTAL DEMAND '. ! ! r' V 32.610 PSI AT! ! ! r R ! 248.29 GPM ! ! 1 LU ------__-.-..-.__..-.__.-. . t ! C RESIDUAL FRES. ! 27.000 PSI AT ! ! ' D 710.00 GPM ! N F ! i M 787.80 GPM ' l E AT 20.000 PSI ! ! i {-- 3.Q0 PSI (ELEVATION) ! i + FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 148.2] GPM OUTSIDE HOSE 100.00 GPM TOTAL DEMAND 248.29 GPM 4 [\W I --- FIRE: F-IRO-TE:C-T-ION SY COMF-'U-rE:R DSS IC31NJ HYDRA -FEC, INC - RTE III WINDHnM NIH O,3OB7 -3*- lk- -x- -x- -X- --X- -X- -X- -)(- At- -)(- 4c- 4& 4c- 4(- -A- 4� • CONTRACTOR SOUTHERN FIRE PROTECTION OF ORLANDO INC. • NAME SHERIFF'S LOGISTIC • LOCATION 501 DON KNIGHT LANE • SYSTEM NO. • CONTRACT NO. 2`401 H.YDRATEC, INC. RTE 111 WINDHAM NH 03087 603-434-0502 HYDRAULIC DESIGN INFORMATION SHEET NAME SHERIFF'S LOGISTIC DATE 3-29-04 LOCATION 501 DON KNIGHT LANE BUILDING SYSTEM NO. CONTRACTOR SOUTHERN FIRE PROTECTION OF ORLANDO INC. CONTRACT NO. 24011 CALCULATED BY KRR DRAWING NO. i OF 1 CONSTRUCTION:( )COMBUSTIBLE (X)NON—COMBUSTIBLE CEILING HEIGHT EXP OCCUPANCY WAREHOUSE FOR PARKING EQUIPMENT S ! (X) NFPA 13 ( ) LT. HAZ. ORD. HAZ. GP. (X) 1 ( ) 2 ( ) 3 ( ) EX. HAZ. Y !( )NFPA 231 ( )NFPA 231C FIGURE CURVE S !( )OTHER T !t )SPECIFIC RULING MADE BY NFPA 13 1999 DATE E M 'AREA OF SPRINKLER OPERATION 1500 SYSTEM TYPE !DENSITY— GPM .15 (X)WET( )DRY( )DELUGE( )PREACTION D !AREA PER SPRINKLER 130 SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM-INSIDE 0 MAKE RASCO MODEL G S !HOSE ALLOWANCE GPM—OUTSIDE 250 SIZE 17'32 K—FACTOR 8 I !RACK, SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 212 G ! N ! CALCULATION ! GPM REQUIRED 283.36 PSI REQUIRED 20.8 AT BASE OF RISER SUMMARY ! C FACTOR USED: OVERHEAD 120 UNDERGROUND 150 W !WATER, FLOW TEST PUMP DATA ! TANK OR RESERVOIR A !DATE OF TEST ! RATED CAP 0 ! CAP. 0 T !TIME OF TEST ! AT PSI 0 ! ELEV. 0 E !STATIC (PSI) 60 ' ELEV 0 ! R !RESIDUAL (PSI) 27 ! ! WELL !FLOW (GPM) 710 ' ' PROOF FLOW GPM 0 S !ELEVATION 1.5 ! ! U--- P ! P !LOCATION :EXISTING 10" WATER MAIN L !SOURCE OF INFORMATION y !COMMODITY CLASS LOCATION C !STORAGE HT. AREA AISLE WIDTH 0 !STORAGE METHOD:SOLID PILED % PALLETIZED % RACK. % M____________________________________________ ------------------------- M ! ! ( ) SINGLE ROW ( ) CONVEN. PALLET ( ) AUTO. STORAGE ( )'ENCAP. R '. ( )DOUBLE ROW ( )SLAVE PALLET ( )SOLID SHELVING ( )NON—ENCAP. S ! A ! ( )MULTIPLE ROW ( )OPEN SHELVING T ! C 0 ! K ! FLUE SPACING: CLEARANCE:STORAGE TO CEILING R ! ! LONGITUDINAL TRANSVERSE G ! ! HORIZONTAL BARRIERS PROVIDED: E ! ! UNITS — DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) F=-IRE: l=sRC3—FACT 100,4--I=VY GC Mi--'LlTER I.3E=S I OP4 #R## HYDRATEC, INC.*# JOB- SHERIFF'S LOGISTIC JOB NO 24011 DATE 3-29-04 PAGE 1 HYDRLC. QA DIA. EQUIV. F'IF'E PT PT REF. FLOW "C" FITTING FTGS. PE PV # NOTES # #* POINT QT LOSS;F LENGTHS TOT. PF PN 23.07 C=120 10.00 8.31 Q=K*SQR (P) : F'= 8.31 13 2.635 0.00 0.00 K= 8.000 V = 1.36 -------------------------------------------------------------------------------- 2-.07 0.0019 10.00 0.02 23. 09 C=120 Moo 00 8. 33 K= 8.000 P= 8.33 12 2.635 0.00 0.00 VELOCITY = 2.71 ------------------------------------------------------------------------------- 46.16 0.0068 10.00 0.07 23.19 C=120 2E 6.0 7.00 8.40 K= 8.000 P= 8.40 11 2.635 1T12.0 24.00 0.00 VELOCITY = 4.08 ------------------------------------------------------------------------------- 69.35 0.0146 31.00 0.45 0.00 C=120 2.00 8.86 QA= 0.00PT= 8.86 110 2.635 IT12.0 12.00 0.00 VELOCITY = 4.08 -------------------------------------------------------------------------------- 69.35 0.0146 14.00 0.20 69.315 9.0b CS i 302 ----• ---•----•--•------•----------------•-------------------•--------------•----------------- 21. 21 C=120 10.00 7.03 Q =K*SQR (P) : P= 7. 03 10 2.635 0.00 0.00 K= 8.000 V = 1.25 -------------------------------------------------------------------------------- 21.21 0.0016 10.00 0.02 21.24 C=120 10.00 7.05 K= 8.000 P= 7.05 9 2.635 0.00 0.00 VELOCITY = 2.5 --------------------------------------------------------------------------------- 42.45 0.0059 10.00 0.06 21.33 C=120 10.00 7.11 K= 8.000 P= 7.11 8 2.635 0.00 0.00 VELOCITY = 3.75 -------------------------------------------------------------------------------- 63.78 0.0125 10.00 0.13 21.51 C=120 10.00 7.23 K= 8.000 F'= 7.23 7 2.635 0.00 0.00 VELOCITY = 5.02 --------------------------------------------------------------------------------- 85.29 0.0214 10.00 0.21 21.83 C=120 2E 6.0 7.00 7.45 K= 8.000 P= 7.45 6 2.635 1 T 12.0 24.00 0.00 VELOCITY = 6.3 ---------------------------------------------------------------------------------------- 107.12 0.0327 31.00 1.01 0.00 C=120 2.00 8.46 QA= 0.00PT= 8.46 60 2.635 1T12.0 12.00 0.00 VELOCITY = 6.3 -------------------------------------------------------------------------------- 107.12 0.0327 14.00 0.46 107.12 8.92 CS 2 301 -----------------------------------------------------------------------------•-- 21.i? C=120 10.00 7.00 Q=K*SQR(P): P= 7 1 2.635 0.00 0.00 K= 8.000 V = 1.25 21. 17 0. 0016 10.00 0.02 HYDRATEC, INC. JOB- SHERIFF'S LOGISTIC JOEL NO'24011 DATE 3-29-04 PAGE 2 HYDRLC. QA "C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FIGS. PE PV ## NOTES### POINT QT LOSS/F LENGTHS TOT. PF PN 21.19 C=120 10.00 7.02 K= 8.000 P= 7.02 2 2.635 0.00 0.00 VELOCITY = 2.49 42.36 0.0058 10.00 0.06 ------------------------------------------------------------------------------- 21. 28 C=120 10.00 7.08 K= 8.000 P= 7.08 3 2.635 0.00 0.00 VELOCITY = 3.74 63.64 0.0124 10.00 0.12 ------------------------------------------------------------------------------- 21. 4€ C=120 10.00 7.20 K= 8.000 P= 7.20 4 2.635 0.00 0.00 VELOCITY = 5 -------------------------------------------------------------------------------- 85.10 0.0213 10.00 0.21 21. 78 C=120 2E 6.0 7.00 7.41 K= 8.000 P= 7.41 5 2.635 1T12.0 24.00 0.00 VELOCITY = 6.29 106.88 0.0325 31.00 1.01 ------------------------------------------------------------------------------- 0.00 C=120 2.00 8.42 QA= 0.00PT= 8.42 50 2.635 IT12.0 12.00 0.00 VELOCITY = . 6.29 106.88 0.0325 14.00 0.46 -------------------------------------------------------------------------------- 0. 00 C=120 12.50 8.88 QA= 0. 00PT= 8.83 300 4.260 0.00 0.00 VELOCITY = 2.4 106.88 0.0031 12.50 0.04 -------_------------------------------------------------------------------------ 107.13 C=120 12.50 8.92 QA= 107.13PT= 8.92 301 4.260 0.00 0.00 VELOCITY = 4.82 214.01 0.0113 12.50 0.14 -------------------------------------------------------------------------------- 69.35 C=120 1E10.0 68.00 9.06 QA= 69.35PT= 9.06 302 4.260 10.00 0.00 VELOCITY = 6.38 283.36 0.0190 78.00 1.49 ------------------------------------------------------------------------------- 0.00 C=120 1 E 10.0 8.00 10.55 QA= 0.00PT= 10.55 303 4.260 10.00 9.53 VELOCITY = 6.38 283.36 0.0190 18.00 0.34 PE= FOR HE OF 22.0 --------------------------------------------------------------------------------- 283.36 20.42 CS 3 304 ------------------------------------------------------------------------------- 0.00 C=120 20.00 20.42 QA= 0. 00PT= 20.42 304 4.260 0.00 0.00 VELOCITY = 6.38 283.36 0.0190 20.00 0.38 ------------------------------------------------------------------------------- 283.36 20.80 CS 4 305 -------------------------------------------------------------------------------- 0. 00 C=150 8E 15.1 160.00 20.80 QA= 0. 00PT= 20.80 305 4.070 2T30.2 183.20 0.00 VELOCITY = 6.98 283.36 0.0157 2.00F. 343.20 5.41 x k k z it jE ;i at rE �t HYDRATEC, INC. JOB— SHERIFF4 S LOGISTIC JOB NO 24011 DATE 3-29-04 WAGE 3 �•�•�•��•����-���#��������a�����•a�•�•���•�a�DESIGN 'AREAa��••��•�•�•�•��••�����••���•�•�•��•��••��a���•��•��•�••� HYDRLC. GA "C" EGUIV. F'IF'E PT FST REF. FLOW DIA. FITTING FTGS. PE Pv NOTES POINT OT LOSS/F LENGTHS TOT. PF PN 283.36 26.21 CS 5 306 # HYDRATEC, INC.�r#* JOB— SHERIFF'S LOGISTIC JOB NO.24011 DATE 3-29-04 PAGE 4 •�-•���#•�•��•x••x-�••����•��•����•�a��-���•x •��-��FLQW SCHEhtAT ICS••���••�-���••���••���•��-��••�•��; •��•�•��•�•�•��•��•� 283.36 283.36 303 f f OW305 (f306 V `83.36 283.36 23.07 69.35 V 13ff(12M11(ft IOW02 46.16 69.35 V 214.01 21.21 63.78 107.12 V 10(((9(({fbf({(7(({(6{f((60f((301 42.45 85.29 107.12 V 106.88 21.17 63.64 106.88 V 42.36 85.10 106.88 HYDRATEC, INC.* JOB— SHERIFF'S LOGISTIC JOB NO 24011 DATE 3-29-04 PAGE 5 •�•��•�•�•���#���•��r�a�•�•�a���•�•�##��a�•�•�•���WATER ANALYSIS•�##�•�•�•����•�•�-#��••��•���•��•�•�a��•�•��•��;�� POR — SHERIFF LOS I ST I CC DENSITY X AREA 0.150 X 1500.00 = 225.00 OVERAGE = 58.36 GPM = 58.36 RACES — 0.00 INSIDE HOSES — 0.00 OUTSIDE HOSES — 250.00 FLOW REDID FOR SYSTEM = X83. 36 FLOW AT EASE OF RISER = 283.36 MIN FLOW AT BASE OF RISER = 283.36 TOTAL FLOW — 533.36 STATIC PRESSURE = 60.00 RESIDUAL PRESSURE = 27.00 RESIDUAL FLOW = 710.00 FLOW FROM CITY SUPPLY AT 20PISI = 788 GPM PRESSURE FROM CURVE @ TOTAL FLOW = 40.56 ELEVATION — 1.50 FOOT = 0.64 NO. DIA "C" LENGTH FACTOR + FLOW PF FLOW VELOCITY ADDITIONAL VALVE LOSS, ETC. — 5.00 SAFETY MARGIN — 0.00 PRESSURE AVAILABLE FOR SYSTEM — 34.91 HYDRATEC, INC.>r*>~ JOB- SHERIFF'S LOGISTIC JOB NO,24011 DATE 3-29-04 PAGE 6 **********************•>F*****WATER SUPPLY SCHEMATIC***************************** ----- 1 -- -- -- --- --- --- ---- --------- - - -- -- - - - - ----- ---- --- -- ------------ -- - --- + I ! STATIC FRES. ! * {__ 60.000 PSI + ! 1 ! , i 1 U i ! P 1 ! , P L ; ! Y . C + U , 1 _ R , ! V + ' E , FRES. AVAILABLE ! ! {-- 40.561 PSI SAFETY MARGIN + 14.361 PSI v + SYSTEM DEMAND--) *--------------* * i-- FLOW AVAILABLE ! 283.36 GPM 250 GPM HOSE 719.25 GPM i---------------- 1 E ! TOTAL DEMAND + i V 26.200 PSI AT' R ! 533.36 GPM / U ---------------- + ! C RESIDUAL FRES. -) ! 27.000PSI AT D 710.00 GPM ! / N , ! A . r M 787.80 GPM * ! I• i E AT 20.000 PSI D + I i 1 9.530 PSI (ELEVATION) + I t { I-'--"---------------------------------------_...-----------'------------------ + FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 283.36 GPM OUTSIDE HOSE 250.00 GPM TOTAL DEMAND 5373.36 GPM C CITY OF SANFORI16FIRE DEPARTMENT FEES,FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE:7)? © PER -MIT #: BUSINESS NAME / PROJECT: ADDRESS: , � C) PHONE NO.: FAX NO.: CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW F. A. [ ] F.S. HOOD [ ] PAINT BOOTH BURN PEKMIT TENT PERMIT [ ] / TANK RMIT (] OTHERTOTAL FEES: FEES: S (PER UNIT SEE BELOW) COMMENTS: Address / Bldg. # / Unit # Sauare Footage 2. 3. 4. 5. 6. 7. 8. 9. 10. 12. _ 13. 14. 15. 16. 17. 18. 19. 20. Fees per Bldg. / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Prevention Division A plicant's Signa re