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HomeMy WebLinkAbout2685 Flightline Ave (2)f 3 CITY OF SANFORD PERMIT APPLICATION n Application # : U I `� i�Ac Submittal Date: 4/11/07 Job Address: 685 FLIGHTLINE AVENUE DELTA CONNECTION ACADEMY OPERATIONS Value of Work: $ 5281.00 Parcel ID: 06-20-31-300-001()-0000 Zoning: Historic District: Description of Work: INSTALL FIRE SPRINKLER HEADS IN BUILDOUT AREA Square Footage: ................................................................................................................. ..... Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm X PooUbN 1SitdLO Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole 0 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 Occupancy Type: Residential ❑ Commercial :X Industrial ❑ Plumbing Repair —Residential ❑ Commercials ❑ Occupancy Use Group(s): Construction Type: —FIRE SPRINKLER_ # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) ....................................................................................................................... Property Owner: SANFORD AIRPORT AUTHORITY Contractor: SOUTHERN FIRE PROTECTION OF ORLANDO INC Address: 1 RED CLEVELAND # 1200 Address: 3801 E SR 46 SANFORD, FL 32771 SANFORD, FL 32773 Phone Bonding Company: N Address: Architect/Engineer: N/A Address: E-mail: Phone: 407-323-4200 State License Number: 74073200011990 Mortgage Lender: N / A Address: Phone: Fax: Plan Review Contact Person: ROBIN DUNAKIN Phone: 407-323-4200 Fax: 407-323-5051 E-mail: 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. 4/12/07 Signature of Owner/Agent Date Signature of Cont act, Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: UTIL: FD: ROBERT WCALDWELL. P ' a tor/A9/1 t's ame 4/12/07 Signature of Noy{ StatIN e, Qf F,jq;idK'N Date Notary Public, State of Florida My comm. exp. Jan. 25, 2608 Comm. No. DD 284294 Contractor/Agent is _X_ Personally Known to Me or /Produced ID ENG: BLDG: Special Conditions: Rev 02/2007 Seminole County Property Appraiser Get Inf6rmatiun by Parcel Number Page 1 of 1 http : //www. scpafl. org/web/re_web. seminole_county_title?parcel=0620313 0000100000&cp... 6/1/2007 DAVID JOHNSOm. CrA, ASA PROPERTY APPRAISER rt,E ;Cv11N0LE COUtVTY <wL.; 1101 'E: riiisaT" S'f SANFartr: FL3277t-14ea 407 - 16gj' 75136 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 06-20-31-300-0010-0000 Number of Buildings: 0 Owner: SANFORD ARPRT AUTH/CITY SANFRD Depreciated Bldg Value: $0 Mailing Address: 1 RED CLEVELAND BLVD STE 1200 Depreciated EXFT Value: $931,975 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $19,787,130 Property Address: 2685 FLIGHTLINE AVE SANFORD 32773 Land Value Ag: $0 Facility Name: Just/Market Value: $20,719,105 Tax District: S1-SANFORD Assessed Value (SOH): $20,719,105 Exemptions: 80 -CITY O Exempt Value: $20,719,105 Dor: 20 -AIRPORT, BUS, MARINA T Taxable Value: $0 Tax Estimator 2006 VALUE SUMMARY SALES 2006 Tax Bill Amount: $0 Deed Date Book Page Amount Vac/Imp Qualified 2006 Taxable Value: $0 Find Sales within this DOR Code DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION LAND Land Assess Land Unit SEC 06 TWP 20S RGE 31 E ALL SEC E OF Method Frontage Depth Units Price Land Value MELLONVILLE AVE & THAT ACREAGE 0 0 454.250 43,560.00 $19,787,130 PT OF SEC BETWEEN MELLONVILLE AVE & OVIEDO BR OF ACL RY & S OF 25TH Permits PLACE (LESS LEASED PARCELS) EXTRA FEATURE Description Year Blt Units EXFT Value Est. Cost New OVERRIDE 1979 600,000 $240,000 $240,000 OVERRIDE 1979 900,000 $360,000 $360,000 OVERRIDE 1979 600,000 $240,000 $240,000 WALKS CONIC COMM 2004 1,180 $3,613 $3,906 COMMERCIAL CONCRETE DR 4 IN 2004 44,488 $87,652 $94,759 FACE BLOCK WALL 2004 192 $710 $768 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "' Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http : //www. scpafl. org/web/re_web. seminole_county_title?parcel=0620313 0000100000&cp... 6/1/2007 x' . �, a, �. �a o a tam-=e-'��' •�,�-: �°+ �- r'•=a..e�l .` _- Model F1 FR Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall — HSW 1 Deflector Model F1 FR Recessed Sprinkler Types Recessed Pendent - Recessed Horizontal Sidewall — HSW 1 Deflector Listings & Approvals 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters' Laboratories of Canada (ULC) 3. Certified by FM Approvals 4. Loss Prevention Council (LPC, UK) 5. NYC BS&A No. 587 -75 -SA 6: Meets MIL -S -901C and MIL -STD 167-1 7. Verband der Schadenversicherer (VdS, Germany) 8. NYC MEA 258-93-E UL Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number VNIV Patents: US Patent No. 6,374,920 Applies to Model F1 FR Vertical Sidewall Sprinklers. Product Description Reliable Models F1 FR and F1 FR Recessed Sprinklers are quick response sprinklers which combine the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. The Models F1 FR and F1 FR Recessed automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F1 FR and F1 FR Recessed sprinklers to apply water to a fire much faster than standard sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely manu- factured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. The balance of parts are made of brass, copper and beryllium nickel. At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid ex - Bulletin 136 Rev.N Model F1FR Model F1 FR Recessed Quick Response Sprinklers Upright Pendent Vertical Sidewall . Conventional Horizontal Sidewall Recessed Pendent HSW 1 Deflector (Model FP Shown) pands, forcing the bubble smaller and smaller as the liquid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. Application Quick response sprinklers are used in fixed fire protec- tion systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of the National Fre Protection Asso- ciation or the approving Authority Having Jurisdiction. Quick response sprinklers are intended for installation as specified in NFPA 13, FM Global Loss Prevention Data Sheet 2-8N or other applicable standards. Quick response sprinklers and standard response sprinklers should not be intermixed. The Reliable Automatic Sprinkler Co., Inc. 103 Fairview Park Drive, Elmsford, New York 10523 Model F1 FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Sprinkler Type Standard -upright (SSU) and Pendent (SSP) i K Factor Sprinkler Approval Sprinkler Identification Number N Deflectors Marked to Indicate Position US i Metric Height Organization Height Organizations Number (SIN) 2 (1 5MM) - . ...... ........ '12"NPT(RI/2) 5.6 80 SSU ss SSP (1 5mm) Standard Orifice with J�" N?LC Thread 5.6 80 P 1 2.2" (56mm) 115 R3625 R3615 20mm) IATf f, 8.0 115 1 2.3" (58m 71,2,3,4,5,6,7 1.2 77 8 R 622J R3622 83612 (1 7mm) Small Orifice with ,✓, NPT (R)/2) Thread 4.2 60 2.2' (56mm) 1,2,8 R3623 R3613 1 Thread ��1110mm) Small Orifice with I," NPT (R 2) 1 2.8 40 i 2.2" (56mm) 1,2,8 R3621 83611 i 10mm Orifice XLH with W' a Thread 1 4.2 1 60 56mm 4.6,7 R3624 R3614 i Conventional -Install in Upright or Pendent Position I 10mm Orifice XLH with R3'a Thread 15mm Standard Orifice with Ii;" NPT (R,2) Thread I 4.2 I 5.6 60 80 56mm R3674 20mm Large Orifice with I/ " NPT (R3/4Thread4 1 8.0 1 115 56mm 58mm I 4.6,7 47 I R3675 R3672 Upright Pendent Model F1 FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model GFR1 Sprinkler Wrench Installation Data: Conventional I Nominal Thread K Factor I Sprinkler Approval(') Sprinkler Identification Orifice Size US Metric Height Organizations Number (SIN) 2 (1 5MM) - . ...... ........ '12"NPT(RI/2) 5.6 80 2.2" (56mm) 1,?,3,4,57,� R3615 17, _2 (20mm) NPT (R3/4) 8.0 115 2.3" (58mm)1,2,3,8 L R3612 (11 mm) NPT (R1/2)4. 2 60 2.2" (56mm) 1,2,8 R3613 (10mm) NPT (R/z) 2.840 - 2.2" (56mm) 1,2,8 R3611 10mm I R4 4.2 60 56mm 4,7 R3614 Refer to escutcheon data table for approvals and dimensions. Model F1 FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: NominalThread Orifice Size K Factor Sprinkler Height gNumber Approval Sprinkler Organizations Identification (SIN) US Metric i 1/2" 1/2" NPT (R1/2) 5.6 80 2.2" (56mm) 1, 2, 3, 6, 8 15mm - %2" NPT (R'/) 5.6 80 2.2" (56mm) R3685 4(l) (1) LPC Approval is for Pendent position only. Vertical Sidewall US Patent No. 6,374,920 Orientation Deflector to Ceiling Dimension (Min. - Max.) _...-- .._...._ _upright ...._...--..i__.._......__.. 4,....-..12" (102mm-_305mm)...... _... Pendent 6" - 12" (152mm - 305mm) Model F1 FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: - Approval Organizations K Factor and Type of Approval Sprinkler Identification Nominal Thread —j Sprinkler – Orifice Size US Metric Len th Light Ordinary Number (SIN) g Hazard i Hazard y2' (15mmj ;Z" NPT(RYz) 5.6 80 2.63" (67mm) 1,2,3,5,8 1,2,5,8 R3635 NOTE: ILL, ULC and MEA Listing permits use with F1 or F2 recessed escutcheon. f Horizontal Sidewall 93 Installation Quick response sprinklers are intended for installation as specified in NFPA 13, FM Global Loss Prevention Data Sheet 2-8N or other applicable standards. Quick response sprin- klers and standard response sprinklers should not be inter- mixed. The Model F1 FR Recessed Quick Response Sprinklers are to be installed as shown. The Model F1 or F2 Escutcheons illus- trated are the only recessed escutcheons to be used with the Model F1 FR Sprinklers. The use of any other recessed escutch- eon will void all approvals and negate all warranties. When installing Model F1 FR Sprinklers, use the Model D Sprin- kler Wrench. When installing Model F1 FR Recessed Pendent or Sidewall Sprinklers, use the Model GFR1 Sprinkler Wrench. Any other type of wrench may damage these sprinklers. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. RE- MOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Re- moval of the protectors before this time may leave the bulb vul- nerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTECTORS. Temperature Ratings Classification Sprinkler Temperature___.. Max. Ambient ! Bulb Bronze C of Temp. Color Ordinary 57 135 100`F(38°C) Orange Ordinary 68 155 100-F(38'C) Red Intermediate 79 ! 175 150-F (66-C) Yellow Intermediate 93 200 150'F(66'C) Green High `'' 141 286 225'F(107'C) Blue t'' Not available for recessed sprinklers. Escutcheon Data Mj Escutcheon Approvals Mjustrnent ! A to Ceiling FittingFace of Dimension Bronze 'Brass 'Chrome Plated _Wap Dimenswn White Polyester Coated !White Painted (a) Special Application Finishes ix F1 1,2,4,8 Max Recess (38.1 mm) Black Plated Black Paint Min: Recess (5mm.-24mm) jOff White Satin Chrome !Satin Chrome 19.1mml Max Recess (38.1 mm) F2 1,2.3,4,5,7,8 Min Recess I 'Y;" (5mm- 17mm)i 24mm FP 1,2 Max Recessed 6 1Y"(38.1mm) Push 11 mm -on/ Tnread cf 1,2 Min Recessed /- 1"(25.4mm) (24mm) No Dimensional Figure for FP Maintenance The Models F1 FR and F1 FR Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gen- tle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprin- klers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to mini- mize the potential for damage to sprinklers that would cause improper operation or non -operation. Sprinkler Types Standard Upright - Standard Pendent Conventional Sidewall (Vertical, Horizontal HSW1) Recessed Pendent Recessed Horizontal Sidewall HSW1 Finishes "11`1 .'Standard Finishes Sprinkler Escutcheon Bronze 'Brass 'Chrome Plated Chrome Plated ts) White Polyester Coated !White Painted (a) Special Application Finishes Sprinkler Escutcheon I Bright Brass ;Bright Brass — Black Plated Black Plated Black Paint Black Paint Off White jOff White Satin Chrome !Satin Chrome (1) Other finishes and colors are available on special order. Consult the factory for details. (2) FM Approvals is limited to bronze and brass, chrome or black Plated finishes only. (3) FP Push-on/Thread-off escutcheon Note: For y," orifice pendent FM approved white polyester coated and UL approved white polyester corrosion resistant sprinklers refer to Bulletin 014. Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Orifice Size 4. Deflector Type 5. Temperature Rating 6. Sprinkler Finish 7. Escutcheon Type 8. Escutcheon Finish (where applicable) Note: When Model F1 FR Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fre Protection Association. Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputa- ble sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by O The Reliable Automatic Sprinkler Co., Inc. (800)431-1588 Sales Offices (800)848-6051 Sales Fax (914)829-2042 Corporate Offices www.reliablesprinklercom Internet Address AfnyA Recycled WRe{:Er Revision lines Indicate updated or new data EG. Printed in U.S.A. 5106 PA49999970027 F-- I R E: FA FR C3 VF Er Cl -f- 10 hi 11 A' Cl 0 P1 Q LJ I Er FR 13 Er E3 11 C3 rN #r 3dr - X- -3$- -A(*- - � & X - -w- -2- t -X - X - -X- - K - - I— - X - 4t - -X- - 3 9 F - 4 X- - 3:f , - F - V4 NX 3 FR Q -r ET CV , IE hi ci - X. FrR -F r=- 1 1 1 W I I-NIDHntl VJH OZ,2OB7 --A- it -1* -1*- -K- it --W to 40 it 45 4, 40 -Alt -X- I* -X- -K- -3e-- * -:*- -311- -1:t -3* -3t -X- -X- -30F AN -w- • CONTRACTOR SOUTHERN FIRE PROTECTION OF ORLANDO, INC • NAME DELTA CONNECTION OPERATIONS • LOCATION FLIGHTLINE AVE. SANFORD, FL. •SYSTEM NO. 1 OFFICE • CONTRACT NO. HYDRATEC, INC. 'k: '� � #'k"t: '�'' T't:' }:"E: t: 'k:'k: 'd' :' r -F: �. #: � is #:-k'YCYA'rt: f: F' # k: #: #: ':-# # is 3E t it- is '1S' �: iF"p"K."}'-�'k f. #: 't-'1: 'k'Y'# � E: �: 't: '�"i: #: x:• •k:" is 'p"?' #: #.' �' � #. �: #: rF."! �?"�' i' RTE 111 W I NDHAM NH 03087 603-434-0502 HYDRAULIC DESIGN INFORMATION SHEET -----------DATE 3/30/07 NAME DELTA CONNECTION OPERATIONS LOCATION FLIGHTLINE AVE. SANFORD, FL. BUILDING EXISTING OPERATIONS SYSTEM NO. 1 O'P IC:E CONTRACTOR SOUTHERN FIRE PROTECTION OF ORLANDO, INC CONTRACT NO. CALCULATED BY BOBBY C:ALDWELL DRAWING NO. 1 Of i CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT 12-0 OCCUPANCY OFFICE S !(X)NFPAIC (X)LT.HAZ. ORD. HAZ.GP.( )i( )2( 3( )Er.HAZ. `r` ! ( ) NFPA 231 ( ) NFPA E31C FIGURE 11. c. 3. L. 3. CURVE 1 S ! )OTHER T . , ) SPECIFIC RULING MADE BY Ni PA 13, 20 :DATE E M !AREA OF SPRINKLER OPERATION 944 SYSTEM TYPE !DENSITY- GPM .1 (X)WET( )DRY( )DELUGE( ) PREACT I Lark D !AREA PER SPRINKLER ;EO SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM -INSIDE 0 MAKE RELIABLE MODEL FlFR S !HOSE ALLOWANCE GPM -OUTSIDE 100 SIZE 1/E K -FACTOR 5.6 I !RACK SPRINKLER ALLOWANCE O TEMPERATURE RATING 155 G ! N CALCULATION ! GPM REQUIRED 140.2 PSI REQUIRED 27.56 AT BASE OF RISER __-- SUMMARY ! C: FACTOR USED: OVERHEAD 120 UNDERGROUND 150 W !WATER FLOW TES? ! PUMP DATA ! TANK OR RESERVOIR A !DATE OF TEST '. RATED CAP 0 ! CAP. 0 T !TIME OF TEST ! AT PSI 0 ! ELEV. O E !STATIC (PSI) I) 45 ! ELEV 0 � R !RESIDUAL (PSI) 44 , WELL !FLOW (GPM) 950 ! ! PROOF FLOW GPM G 3 !ELEVATION ! ! P ' P !LOCATION :CITY MAIN L !SOURCE OF INFORMATION :SANFORD FIRE DEPARTMENT Y ! !COMMODITY CLASS LOCATION C !STORAGE HT. AREA AISLE WIDTH 0 !STORAGE METHOD:SOLID PILED % PALLETIZED . RACK M ! ! ( ) SINGLE ROW ( ) CONVEN. PALLET ( ) AUTO. STORAGE ( ) ENCAP. ! R ! ( )DOUBLE ROM ( ) SLAVE PALLET ( ) SOLID SHELVING ( ) NON-LNCAP. n A! ( )MULTIPLE R04: ( ��r'Er�4 SHELVING 0 ! K ! FLUE SPACING: CLEARANCE:STORAC E TO CEILING " R ! ! LONGITUDINAL TRANSVERSE G ! ! HDRIZONTAL BARRIERS PROVIDED: E . UNITS - DIAMETER .INCH) LENGTH (FOOT) FLOW (=;PM) PRESSURE (PSI) I RE F-eRO I E=c'l- i 041-- -lBy EM 13EM 1"Ca1'4.9 H`;`DRATEC, INC. 3DB-- DELTA CONNECTION OPERATIONS 3DB NO DATE 3/30/07 PAGE 1 *******************************OFFICE LEESIGhI HY'DRLC. QA DIA. EQUIV. PIPE PT PT REF. FLOW "C" FITTING F TGS. PE PV NOTES POINT GST LOSS!F LENGTHS TOT. PF PN 17.09 C=120 7.00 00 9.31D=K*SQR ;Pr ; P= 9.31 .311 1 1.049 0.00 0.00 K= 5.600 V = 6.34 -------------------.------------------------------------------------------- 17.09 0.0972 ------------------------------------------------------ 7.00 0.68 17.70t 17.70 C=120 9.33 9.99 K= 0600 P= 9.99 2 1.049 0.00 0.00 VELOCITY = 12.91 34.79 0.3623 9.33 3. 38 &.48 C=120 12.33 13.37 - K= 5.000 P= 13.37 3 1. 380 0.00 0.00 VELOCITY = 11.85 ------------------------------------------------------------------------------- 55.27 0.2244 12.33 2.77 22. 50 C=120 4.00 16.14 Q 5.600 P= 16.14 4 1.380 1T 6.0 6.00 0.00 VELOCITY = 16.67 77.77 77 0. 4220 10.00 4.22 5 77.77 20.36 -- CS 20 ------------------------------------------------------------------------------- 21.52 C=120 10.00 14.77 U=K* QR(P) . P= 14.77 6 1.047 0.00 0.00 K= 5.600 V = 7.99 ------------------------------------------------------------------------------- 21.52 0.1.490 10.40 1.49 =L. J+ C-120 7.33 14..6 f= 5.600 P_1 C. 2 L 7 1.380 0.00 0.00 VELOCITY = 9.46 44.11 0.1478 7.33 1.08 23.32 C=120 3.33 17.35 K= 5.600 P-- 17.35 8 1T 6.0 6.00 0.00 VELOCITY = 14.46 ------------------------------------------------------------------------------- 1 6 . 43 ((1t1.380 tip. •3242 9.33 3.02 6 .43 20.37 CS1 L 9 ---------------------------------- 5 4.260 0.00 0.00 VELOCITY = 1.75 77.7; ------------------------------------------------------------------------- 0.0017 6.33 0.01 6 7. 43 C=120 200.0 90i.00 20.37 M 6 7. 43PT= 20.37 4.260 20.00 0.00 !,ELOCITY = 3.27 145.20 0.0055 110.00 0.61 0.00 C=120 I E 10. 120.001 20:, s� QA= k . OOPT= 20.95 [' ( L�LiLti 4.260 �70i 1 1 20.0 30.0 5.63 VELOCITY = 3.27 --------------------------------------------------------------------------------- 14.5.20 0.0055 150.00 0.83 PE= FOR HT. OF .3.0 O. 00 C :=120 10.00 27.44 v'i=+- MOM 27.44 4 f A R 4.260 12.00 0.00 VELOCITY = 3. ,_ 145.20 0. V.�{i 5 ?. 1 L. OO . 22.00 0.12 -------------------------------- HYDRAFEC, INC. JOB-- DELTA CONNECTION OPERATIONS JOB NO DATE 3/30/07 PAGE 2 *******************************OFFICE #*::; **OFFIC•E DESIGtd NREA����>: ��A;:�•�###:s :�� ##�###�#�-�:# HYDRLC. DA "C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV NOTES .k;..# POINT OT LO'3S/F LENGTHS TOT. PF PN 145.20 CITY r_ (- 7.yr6 C j e. - G-, AS IR -------------------------------- 0.00 C=150 4E i5.1 BASIR VELOCITY = 3.58 4.070 2T30.2 -------------------------------- 145.24.3 0.04345 15.O F. 59.30 100.00 C=154 75.30 ---------------------------------------------- HYD 6.090 1 T45. 3 -------------------------------- 245.20 0.0016 14. OF . 245.20 CITY 75.00 27.56 1}h`j• = 0.00M 27.56 135.80 0.00 VELOCITY = 3.58 210.30 ---------------------------------------------- 0. 96 MOO 28.53 LA= 100. 4" OP T = 28.53 59.30 4-3.4.0 VELOCITY = 2.7 75.30 ---------------------------------------------- 0.1-3 28.66 CS 23 ******************************** HYDRATEC, INC. ******************************* jUB- DELTA CONNECTION OPERATIONS JUB NO DATE 3/30/07 PAGE 3 *********************************FLOW SCHEMATIC********************************* 17.09 55.27 1(<((2<<<<3<(<<4<(<<5 34.79 77.77 77.77 21.52 67.43 ^ 6(<<<7<<((8<((<9 44.11 ^ 145.20 145.20 145.20 BULK(TASR(BASR<HYD((CITY 145.20 245.20 HYDRATEC, INC. r Rt=iED ;#3FkrY�Dlt fa c+iE 7 Kk JOB— DELTA CONNECTION OPERATIONS JOB NO DATE 3/30/07 PAGE 4 '?::4x-kis?..G:•mP:#•;�,�.�.=x.k..�.Y:ii,isx;'r.#••1':_•;r•t:�..�.:;,:y:�•i'iATiR AtJALYSIS•�;rrb•r#x•�,;:t•#-�-:�#:::f:•h:•�r:t•r;rr.7-•k••t•It•;`##••�•�- F" CO FR -_. D-ElC_-€'Q C1 COr-1#Nr=Cl-" 10 r4 0FAETiRrl"I10 r4 Es- DENSIT'r X AREA 0.00 k. 0 X 945.00 = 94.50 4.50 OVERAGE = 50.70 0 GPM = 50.70 RACKS _ 0.00 INSIDE HOSES = 0.00 OUTSIDE HOSES — =0o.00 FLOW REDID FOR SYSTEM = 145.20 FLOW AT BASE OF RISER = 145.20 MIN FLOW AT BASE OF RISER = 145.20 TOTAL FLOW -' 245.20 STATIC PRESSURE �. 49. �' 0 r•r• n RESIDUAL PRESSURE 44.00 RESIDUAL FLOW 950.00 FLOG! FROM CIT`r' SUPPLY AT 20PSI = 245 GPM PRESSURE FROM CUR'V'E @ TOTAL FLOW = 48.59 ELEVATION = 0.00 FOOT = 0.00 NO. DIA "C" LEi`G?d FACTOR + FLOW PF' FLOG; VELOCIT'Y' ADDITIONAL VALYL LUSS, ETC:.— 0to SAFETY MARGIN = k . Ok PRESSURE AVAILABLE FOR SYSTEM = 43.59 ******************************** HYDRATEC, INC. ******************************* JOB- DELTA CONNECTION OPERATIONS JOB NO DATE 3/30/07 PA8E 5 *****************************WATER SUPPLY SCHEMATIC***************************** ===========================================~=================================== !-----------------------------------__-______-_______-________________. ' . ! STATIC PRES. ' ' *<-- 49.000 PSI / ' / . / ' , .0 / / .P , ' .P . / .L , ' ^y / ' ^ / ! .0 / ^Lu ! ! .R / ' .E ' , . PRES. AVAILABLE ! 48.591 PSI ' / SAFETY MARGIN � 19.931 PSI v ! SYSTEM DEMAND--> *--------------* * (-- FLOW AVAILABLE � ! 145.21 GPM / 100 GPM HOSE ^ . 2028.23 GPM ! ---------------- ^ ! E ! TOTAL DEMAND ! / V ! 28.660 PSI AT! . ! ! / R ! 245.21 GPM ! / U ---------------- ' . ! / C RESIDUAL PRES.->* ! ! / 44.000 PSI AT ! / D 950.00 GPM . ! ! /N . ! ! /A . ! ! / M 2456.90 GPM * ! ! / E AT 20.000 PSI ! ! / / 4.330 PSI (ELEVATION) / ! / ! / ! / !------------------------------------------------------_____-_____-_-_. FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 145.21 GPM OUTSIDE HOSE 100.00 GPM TOTAL DEMAND 245.21 GPM SHORT FORM OUTPUT PRINTOUT FOR CALC. NO. 1 HYDRAULIC CALCULATION SUMMARY AREA START END TOTAL TOTAL SUPPLY NUMBER SECTION SECTION FLOW PRESSURE POINT 1 20 23 245.19 28.66 CITY ACTUAL REQUIRED FLOW ACTUAL REQUIRED PRESSURE I.Q. K -FACTOR FLOW FLOW DIFFERENCE PRESSURE PRESSURE DIFFERENCE 1 5.600 17,09 14.82 2.27 9.31 7.00 2.31 2 5.600 17.70 16.80 0.90 9.99 9.00 0.99 3 5.600 20.48 16.80 3.68 13.37 9.00 4.37 4 5.600 22.50 22.50 0.00 16.14 16.14 0.00 6 5.600 21.52 14.82 6.70 14.77 7.00 7.77 7 5.600 22.58 14.82 7.76 16.26 7.00 9.26 8 5.600 23.32 14.82 8,50 17.35 7.00 10.35 PIPE FROM PRESS. FLOW PRESS. PF DIA./VELOCITY TO 1 1 ( 9.31 >}> -17.09 >>>> 9.99 }}> -0.67 --- 1.049 6.!43 2 2 2 ( 9.99 }>} -34.79 >>}> 13.37 >}> -3.37 --- 1.049 12.91) 3 3 3 ( 13.37 >>} -55.27 >}}} 16.14 }>} -2.76 --- 1.380 11.85) 4 4 4 ( 16.14 >}> -77.77 >}>} 20.36 >}} -4.21 --- 1.380 16.67) 5 5 6 ( 14.77 }}} -21.52 }}>} 16.26 >}} -1.48 --- 1.049 7.98) 7 6 7 ( 16.26 >}} -44.11 >}}} 17.35 >>> -1.07 --- 1.380 9.45> 8 7 8 ( 17.35 >>} -67.43 }}}} 20.37 }}> -3.01 --- 1.380 14.45) 9 8 5 ( 20.36 }>} -77.77 }>>> 20.37 }}} -0.00 --- 4.260 1.74} 9 9 9 ( 20.37 >}> -145.20 >>>} 20.98 )>> -0.60 --- 4.260 3.26) BULK 10 BULK ( 20.98 >}> -145.20 }>>> 27.44 >}> -6.45 --- 4.260 3.26) TASR 11 TASR ( 27.44 >>> -145.20 >>>} 27.56 >}> -0.11 --- 4.260 3.26) BASR 12 BASR ( 27.56 >}> -145.20 >>}> 28.53 >}} '0.95 --- 4.070 3.57) HYD HYDRAULIC CALCULATION SUMMARY AREA START END TOTAL TOTAL SUPPLY NUMBER SECTION SECTION FLOW PRESSURE POINT 1 20 23 245.19 28.66 CITY i CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-2516 • FAX # 407-302-2526 DATE: PERMIT #: BUSINESS NAME / PROJECT: ADDRESS: `S' ! L.T W�3 :LE PHONE NO.: FAX NO.: CONST. INSP. [) C / 0 INSP.:[ ] REINSPECTION [ ] PLANS REVIEW F. A. [ J F.S. rTANK HOOD ] PAINT BOOTH (] BURN PER ITENT PERMIT f } PERMIT [ ) OTHER [ -�7� . S rrLJ L TOTAL, FEES; $ ©� (PER UNIT SEE BELOW) COMMENTS: . Fees per Bldg. / Unit V. 17 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. S ord Fire Prention ivisio Applicant's Signature