Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2198 PALOMAR AIRPORT RD; ; AS080099; Permit
3/28/25, 8:58 AM AS080099 Permit Data City of Carlsbad Sprinkler Permit 2198 PALOMAR Job Address: AIRPORT RD Permit Type: SPRINK Parcel No: 7602211800 Permit No: AS080099 Status: ISSUED Applied 6/25/2008 Approved: 6/26/2008 Lot #: 0 Reference No.: Issued: 6/26/2008 PC #: Inspector: Project Title: PALOMAR MCCLELLAN AIRPORT 3 SPRINK. INSP. FOR BLDGS A, B & C @ $65/EA Applicant: SIMPLEX GRINNELL 3568 RUFFIN ROAD SAN DIEGO CA 858-633-9100 Owner: AVIS RENT A CAR SYSTEM INC C/O ARC DEPT 6 SYLVAN WAY PARSIPPANY NJ Fees ($) Add'l Fees ($) Total ($) Balance ($) 585 0 585 0 about:blank 1/1 two - - S,mpiexGr:nnellL.qvx, Security I' ic. 80259i& Contractor's Material and Test Certificate for Aboveground Piping PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owners representative. All detects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representatives signature in no way prejudices any claim against contractor for faulty material, poor workmanship or failure to comply with.approving authority's requirements or local ordinances. .T1\'2 Pj PROBER CQJ %L ACCTED..BY APPROVIM AHORITI NA ES) L cV1 d1 C,L, . ADDRESS x INSTALLATION CONFORMS TO ACCEPTED PLANS YES NO PLANS EQUIPMENT USED IS APPROVED CE YES EDNO IF NO, EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO YES NO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: YES NO SYSTEM COMPONENTS INSTRUCTIONS YES NO CARE AND MAINTENANCE INSTRUCTIONS YES ED NO 3.NFPA25 . . YES =NO LOCATION OF SYSTEM SUPPLIES BUILDINGS YEAR OF ORIFICE TEMPERATURE MAKE MODEL MANUFACTURE SIZE QUANTITY RATING x x - S _ X . - X X ,_ '.J2Li. j' .. _______ 4< °. SPRINKLERS z(-iYç N PIPE AND Type of Pipe FITTINGS Type of Fittings X MAXIMUM TIME TO OPERATE THROUGH TEST ALARM DEVICE CONNECTION ALARM VALVE OF FLOW INDICATOR.____j FlowSwitch TYPE MAKE MODEL I S ______ System Sensor WFD DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. D'I OPERATING TIME TO TRIP THROUGH TEST CONNECTION WATER PRESSURE AIR PRESSURE TRIP POINT AIR PRESSURE TIME WATER REACHED TEST OUTLET ALARM OPERATED PROPERLY MIN. SEC. PSI PSI PSI MIN. SEC. YES NO O.O.D. With . O.O.D. IF NO, EXPLAIN MEASURED FROM THE I IME lNSIEL I Ut-fb I tZ> I i urciricu -' E PNEUMATIC E. ELECTRIC 0 HYDRAULIC PIPING SUPERVISED EYES E NO IDETECTING MEDIA SUPERVISED EYES NO DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE EYES NO DMJGE & PREA'bON CONTROL STATIONS IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING]IF NO, EXPLAIN VALVE N., EYES E NO DOES EACH CIRCUIt OPERATE DOES EACH CIRCUIT OPERATE MAXIMUM TIME TO MAKE MODEL SUPERVISORY LOSS ALARM VALVE RELEASE OPERATE RELEASE YES NO YES NO MIN. SEC. 'RSSURE LOCATION & FLOOR MAKE MODEL SETTING STA11C PRESSURE RESIDUAL PRESSURE FLOW RATE REDUCIN VALVE TES INLET (PSI) OUTLET (PSI) INLET (PSI) OGrLET (PSI) FLOW (GPM) HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) for two hours or 50 psi (3.4 bars) above static pressure in excess of 150. psi (10.2 bars) tot two hours. Differential dry-pipe valve clappers shall be left open during test to prevent TEST damage. All aboveground piping leakage shall be stopped. DESCRIPTION PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop, which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT - PSI FOR 2HRS. NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED EYES NO JIF EQUIPMENT OPERATES PROPERLY YES NO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICAL SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS? YES ENO . DRAIN READING OF GUAGE LOCATED NEAR WATER RESIDUAL PRESSURE WITH VALVE IN TEST TESTS TEST SUPPLY TEST CONNECTION: _PSI I CONNECTION OPEN WIDE _Psi UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF U FORM NO. 65B FLUSHED J YES E NO OTHER EXPLAIN BY INSTALLER OF UNDERGOUND SPRINKLER PIPING J YES r7 NO IF POWDER DRIVEN FASTENERS ARE USED IN IF NO, EXPLAIN CONCRETE, HAS REPRESENTATIVE SAMPLE TESTING BEEN SATISFACTORILY COMPLETED? YES =NO NUMBER USED. LOCATIONS NUMBER REMOVED BLANK TESTING GASKETS -, WELDED PIPING YES =NO IF YES... . DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST EEYES NO AWS D1 0.9, LEVEL AR-3? . WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST EYES =NO AWS D10.9, LEVEL AR-3? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE . TAHT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE 00YES MNO SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMFTERSOF PIPING ARE NOT PENETRATED NAMEPLATE PROVIDED IF NO, EXPLAIN HYDRAULIC DATA . NAMEPLATE E YES E NO • DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME O7PRR CONTRACTc Simple J5 nneli LIP TESTS WITNESSED . SIGNATURES FOZROPERTY DATE - ADDITIONAL NbTES t1JCD - Simple.Orinnell L1. 80 Contractor's Material and Test Certificate for Aboveground Piping PROCEDURE Upon completion of work, inspection and tests shall be made by the contractors representative and witnessed by an owners representative. All defects shall be corrected and system left in service before contractors personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME DATEI \ .. \ j\ x :.t\ ? 'p PROP ) ADDRESS x PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS MYES NO EQUIPMENT USED IS APPROVED MYES NO IF NO, EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO YES NO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: MYES LJ NO SYSTEM COMPONENTS INSTRUCTIONS YES NO CARE AND MAINTENANCE INSTRUCTIONS FX7 YES NO NFPA 25 EZYES NO SYSTEM LOCATION OF SUPPLIES BUILDINGS YEAR OF ORIFICE 1 TEMPERATURE MAKE MODEL MANUFACTURE SIZE QUANTITY j RATING x x S S S I x SPRINKLERS 41 S w V c S PIPE AND Type of Pipe x FITTINGS Type of Fittings x MAXIMUM TIME TO OPERATE THROUGH TEST ALARM DEVICE CONNECTION FLOW INDICATOR. ALARM VALVE OR TYPE MAKE MODEL MIN. SEC. -. Flow Switch System Sensor WFD DRY VALVE . D.O.D. MAKE MODEL SERIAL NO, MAKE MODEL SERIAL NO. PER ATI O PIPE S.ST - TIME TO TRIP ALARM THROUGH TEST P=E AIR PRESSURE TRIP POINT AIR TIME WATER REACHED OPERATED - MIN. I SEC. PSI PSI . PSI MIN. SEC. YES NO Without D.O.D. ___________ With O.O.D. IF NO. EXPLAIN MEASURED FROM THE TIME INSPECTOR'S TEST 15 OPENED 2591 11-10 p IL)N E PNEUMATIC E ELECTRIC E HYDRAULIC PIPING SUPERVISED EYES E NO DETECTING MEDIA SUPERVISED EYES NO DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE EYES NO & PREAC CONTROL STATIONS IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING IF NO, EXPLAIN VALVES EYES E NO DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT OPERATE MAXIMUM TIME TO MAKE MODEL SUPERVISORY LOSS ALARM VALVE RELEASE OPERATE RELEASE YES NO YES NO MIN. SEC. SURE LOCATION & FLOOR MAKE& MODEL SETTING STATIC PRESSURE RESIDUAL PRESSURE (FLOWING) FLOW RATE REDUCIN-LE INLET (PSI) I OUTLET (PSI) INLET (P91) O(TLET (PSI) FLOW (GPM) HYDROSTATIC: Hydrostatic tests shalt be made at not less than 200 psi (13.6 bars) for two hours or 50 psi (3.4 bars) above static pressure in excess 01150 psi (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent TEST damage. All aboveground piping leakage shall be stopped. DESCRIPTION PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop, which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, Which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT PSI FOR 2HRS. - IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED E YES NO EQUIPMENT OPERATES PROPERLY EDYES E NO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICAL, SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS? YES ENo DRAIN READING OF GUAGE LOCATED NEAR WATER RESIDUAL PRESSURE WITH VALVE IN TEST TESTS TEST I SUPPLY TEST CONNECTION: PSI CONNECTION OPEN WIDE -PSI UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF U FORM NO. 656 FLUSHED EEYES NO OTHER EXPLAIN BY INSTALLER OF UNDERGOUND SPRINKLER PIPING YES E NO IF POWDER DRIVEN FASTENERS ARE USED IN IF NO, EXPLAIN CONCRETE, HAS REPRESENTATIVE SAMPLE TESTING BEEN SATISFACTORILY COMPLETED? F7X YES =NO NUMBER USED. LOCATIONS NUMBER REMOVED BLANK TESTING GASKETS WELDED PIPING YES ENO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST YES =NO AWS 010.9, LEVEL AR-3? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST YES =NO AWS D10.9, LEVEL AR-3? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE . . TAHT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE FX7YES MNO SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMFTERS OF PIPING ARE NOT PENETRATED NAMEPLATE PROVIDED IF NO, EXPLAIN HYDRAULIC DATA NAMEPLATE E YES E NO REMARKS DATE LEFT IN SERVICE WITH ALL CONTROL VALVES V) NAME OF LER CONTRACTOR :::: / TESTS WITNESSED BY SIGNATURES PROPERTY OWNR (SIG) ;TL DATE / DATE ADDITIONAL 4 two - Fire & S,mpiexGrirnieiIL Security ic. 802591 Contractor's Material and Test Certificate for Aboveground Piping PROCEDURE Upon completion of work, inspection and tests shall be made by the contractors representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY A A\ I9 x PROP \DDS 1Lç !b. (NAMES) ADDRESS x PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS YES NO EQUIPMENT USED IS APPROVED FX7YES NO IF NO, EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO Lo YES LJ NO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: YES ONO SYSTEM COMPONENTS INSTRUCTIONS YES NO CARE AND MAINTENANCE INSTRUCTIONS YES NO NFPA 25 YES NO LOCATION OF SYSTEM SUPPLIES BUILDINGS YEAR OF ORIFICE TEMPERATURE MAKE MODEL MANUFACTURE SIZE QUANTITY RATING x x X — X X SPRINKLERS "tz PIPE AND '\ Type of Pipe x FITTINGS Type of Fittings x MAXIMUM TIME TO OPERATE THROUGH TEST ALARM VALVE O F, FLOW INDICATOR. i ALARM DEVICE I CONNECTION TYPE I MAKE I MODEL MIN. SEC. Flow Switch I System Sensor _WFD DRY VALVE O.O.D. .MAKE MODEL No. NO, _SERIAL _MAKE _MODEL _SERIAL DRY PIPE OPERATING TEST - TIME TO TRIP THROUGH TEST CONNECTION' URE AIR PRESSURE TRIP POINT AIR PRESSURE TIME WATER REACHED TEST OUTLET' ALARM OPERATED PROPERLY __ MIN. SEC. PSI PSI'—. ,PSI MIN. SEC. YES I_NO Without With O,ObDb IF NO, EXPLAIN MEASUNED FHOM THE TIME INSPECTOR'S TES I 16 OPENEU OPERATION PNEUMATIC ELECTRIC HYDRAULIC PIPING SUPERVISED YES NO IDETECTING MEDIA SUPERVISED EYES = NO DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE 12YES = NO CONTROL STATIONS IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING IF NO, EXPLAIN PREANQN VALVES'\ EfrES = NO DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT OPERATE MAXIMUM TIME TO MAKE MODEL SUPERVISORY LOSS ALARM VALVE RELEASE OPERATE RELEASE YES NO YES NO MIN. SEC. PR ESRE LOCATION & MAIE& SETTING STATIC PRESSURE RESIDUAL PRESSURE FLOW RATE REDUCING TEST INLET (PSI) OUTLET (PSI) INLET (PSI) OGTLET (PSI) FLOW (GPM) F HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) tor two hours or 50 psi (3.4 bars) above static pressure in excess of .150 psi (10.2 bars) tor two hours. Differential dry-pipe valve clappers shall be left open during test to prevent TEST damage. All aboveground piping leakage shall be stopped. DESCRIPTION PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop, which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT PSI FOR 2HRS. IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED YES NO EQUIPMENT OPERATES PROPERLY YES NO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICAL, SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINE, DR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS YES ENO DRAIN I READING OF GUAGE LOCATED NEAR WATER RESIDUAL PRESSURE WITH VALVE IN TEST TESTS TEST SUPPLY TEST CONNECTION: _PSl CONNECTION OPEN WIDE __PSI UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF U FORM NO. 85B FLUSHED YES NO OTHER EXPLAIN BY INSTALLER OF UNDERGOUND SPRINKLER PIPING YES NO IF POWDER DRIVEN FASTENERS ARE USED IN IF NO, EXPLAIN CONCRETE, HAS REPRESENTATIVE SAMPLE TESTING BEEN SATISFACTORILY COMPLETED? F 7X YES NO NUMBER USED LOCATIONS NUMBER REMOVED BLANK TESTING GASKETS WELDED PIPING YES =NO . IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST YES =NO AWS 010.9, LEVEL AR-3? . WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST YES =NO AWS D1 0.9, LEVEL A R- 3? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE . TAb-IT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE YES •NO SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED'? NAMEPLATE PROVIDED IF NO, EXPLAIN HYDRAULIC DATA NAMEPLATE YES E NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: ), REMARKS NAME OF SPRINKLER CONTRACTOR 7/1 in P SimplexGrinnell LID STS WITNESSED BY SIGNATURES ITL D7// D J /1 j,2,J ADDITIONAL EXPLAPION AND NOTE! , ky 29zrt Parsley Consulting 350 West 9th Avenue, Suite 206 Escondido, California 92025-5053 Telephone (760) 745-6181 Fax(760) 745-0537 June 17, 2008 Mr. James Weigand City of Carlsbad Fire Department Office of Fire Protection Services 1635 Faraday Avenue Carlsbad, California 92008 A So F oo qe~ Subject: Plan Review for Palomar-McClellan Airport, Bldgs A-C, 2198 Palomar Airport Road, Carlsbad, CA Dear Mr Weigand: We have reviewed the submittal as prepared by Simplex Grinnell. Based on our review it is our opinion that the submittal is in substantial conformance with the applicable codes and standards in force at this time, including local adopted ordinances. Further submittal should not be required. Sincerely, PA EYCONSULT G IV enneth W. X agone7T Office Manager End (1) Working Drawings - 3 sets Hydraulic Calculations - 3 sets Review Comments - 1 set Note: A copy of this letter has been transmitted via fax to Simplex Grinnell on June 17, 2008 file:\S:\REVIEWS\Rev2O8l99.002.wpd Palomar-McClellan Airport, Bldgs A-C Review Comments. Page 2 Review Comments Palomar-McClellan Airport, Bldgs A-C, 2198 Palomar Airport Road, Carlsbad, CA Comment #13 on original review asked for information on deflector position relative to deck, based on either obstructed or unobstructed construction. If construction is unobstructed, deflector must be within 12" of deck, if *obstructed, it must be within 22" but no more than 6" below the bottom of the adjacent beam or framing member. Field verify, no resubmittal required. Applies to all three buildings. None of the SIN numbers shown on the drawings match those for the sprinklers shown in the catalog sheets for the Tyco FRB. Field verify that the correct quick response sprinkler is installed, no resubmittal required unless the sprinkler changes. Field verify with truss or joist manufacturer that connection points for sway braces are within their guidelines. No resubmittal required. Field verify that flexible grooved couplings are installed within 24" of the top and bottom of all risers, as this was not noted on the riser detail. No resubmittal required. Field verify that only listed or approved grooved end fittings are installed. Original material submittal contained sheets (07.01) which were not listed fittings. No resubmittal required. ME 41 tqccs Ffre& Security iliese plaits have been reviewed for apparent compliance with the current applicable codes and standards in force it he juii,diction The owner or contractor may utilize this revicci ill support of an application for a building sri iii ii h the en press understanding that this review ii I,o w iv relic sen the owner or contractor or their priitcssiiival engineer o architect for sole responsibility lull coinpl iance with said codes and standards including the building code or for any responsibtity for deficiencies, errors. omissions or negligence in these plans whether or not noted in this review. Date: 4// 7//'g RcviewerL/ 0 RECOMMEND APPROVAL RECOMMEND APPROVAL. AS NOTED SimplexGrinnell Palomar Airport Hydraulic Calculations & Material Submittal June 17, 2008 0 ... Fire Protection by Computer Design Simplex Grinnell 3658 Ruffin Road South San Diego, CA 92123 858-740-0100 Job Name : PALOMAR AIRPORT BLDG A Building : Building A Location Palomar Airport Rd. System : 1 Contract : Data File PALOMAR AIRPORT BUILDING A.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S S Simplex Grinnell Page 1 PALOMAR AIRPORT BLDG A Date 012308 Hydraulic Desion Information Sheet Name - Palomar McClelland Airport Date - 1-22-08 Location - Palomar Airport Rd. Building - Building A System No. - 1 Contractor - Contract No. - Calculated By - Bill Boyd Drawing No. - FP2.0 Construction: ( ) Combustible (XX) Non-Combustible Ceiling Height - Varies Occupancy - Airport Waiting room Ticketing and Security areas S (XX) NFPA 13 (XX) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E _________ M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .10 (XX) Wet Make TYCO D Area Per Sprinkler - 225 Max ( ) Dry Model TY-FRB E Elevation at Highest Outlet - 20.00 ( ) Deluge Size 1/2 S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.155 / 200 G Hose Allowance - Outside - 100 N Note Higher temp heads over Secutity Equipment Calculation Flow Required - 275.332 Press Required - 72.8117 At Node BOR Summary C-Factor Used: 120 Overhead 140 Underground Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 5-30-07 Cap. - T Time of Test - 9 am Rated Cap.- Elev.- E Static Press - 99 8 Press - R Residual Press - 92 Elev. - Well Flow - 1455 Proof Flow Elevation - 0 Location - 2006 Palomar Airport Rd. Outside Carlsbad Airport Source of Information - City of Carlsbad Fire Prevention Commodity Storage Ht. Storage Method Single Row Double Row Mult. Row Class Location Area Aisle W. Solid Piled % Palletized Conven. Pallet ( ) Auto. Storage Slave Pallet ( ) Solid Shelf Open Shelf Rack Encap. Non Flue Spacing Clearance:Storage to Ceiling Longitudinal Transverse Horizontal Barriers Provided: S U P P L Y C 0 M M SR TA O C R K A G K Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 WateI Curve (C). Simplex Grinnell Page 2 PALOMAR AIRPORT BLDG A Date 012308 City Water Supply: Demand: Cl - Static Pressure : 99 Dl - Elevation : 9.095 C2 - Residual Pressure: 92 D2 - System Flow : 275.332 02 - Residual Flow : 1455 D2 - SrAdj stm Pressure : 85.963 Hose City ________HoseDemand) : 100 D3 - System Demand : 375.332 Safety Margin : 12.466 150 140 130 p120 R0 Cl E 100 90 ______ s 80 - U70 R6° E5° 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittin `0 ed Summary Simplex Grinnell Page 3 PALOMAR AIRPORT BLDG A Date 012308 Fitting Legend Abbrev._Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E 90 Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S Generic Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaj Ames 5000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Simplex Grinnell Page 4 PALOMAR AIRPORT BLDG A Date 012308 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. D001 20.0 5.6 7.0 na 14.82 0.1 100 7.0 D002 20.0 5.6 7.0 na 14.82 0.1 118 7.0 D003 20.0 5.6 7.0 na 14.82 0.1 112 7.0 D004 20.0 5.6 7.0 na 14.82 0.1 115 7.0 D005 20.0 5.6 7.0 na 14.82 0.1 122 7.0 D006 20.0 5.6 7.0 na 14.82 0.1 104 7.0 28 15.0 K = K @ EQ06 9.61 na 15.83 23 15.0 K= K@ E005 10.24 na 16.34 17 15.0 K= K@ E003 10.98 na 16.92 25 15.0 K = K @ EQ06 9.92 na 16.08 19 15.0 K= K@ EQ05 10.57 na 16.6 10 15.0 K=K@EQO2 11.3 na 17.17 5 15.0 K = K @ EQ02 12.41 na 17.99 15 15.0 K= K@ E004 10.91 na 16.87 31 15.0 40.5 na 29 15.0 40.5 na 30 15.0 40.5 na 26 15.0 40.5 na 31A 15.0 40.5 na 30A 15.0 40.5 na 27 15.0 10.33 na 22 15.0 11.0 na 16 15.0 11.74 na A 15.0 5.6 15.43 na 22.0 0.2 110 7.0 B 15.0 5.6 15.84 na 22.29 0.2 110 7.0 D 15.0 5.6 17.42 na 23.37 0.1 85 7.0 C 20.0 15.69 na 4 20.0 8.46 na 8 20.0 9.16 na 11 20.0 9.92 na 7 20.0 11.75 na 21 15.0 K = K @ E004 10.73 na 16.73 20 15.0 11.46 na 12 15.0 11.65 na 6 15.0 5.6 13.21 na 20.36 0.1 65 7.0 9 15.0 K = K @ EQ03 12.05 na 17.73 13 15.0 13.52 na 14 15.0 15.69 na 8 15.0 16.14 na 2 15.0 K = K @ EQO1 13.95 na 19.07 3 15.0 15.52 na 4 15.0 18.07 na E 15.0 20.14 na TEE 20.0 38.34 na 1 20.0 51.19 na TORA 20.0 53.1 na BORt 1.0 72.05 na BORB 0.0 75.71 na BORC 0.0 76.42 na BOA 0.0 72.81 na UG4 0.0 75.33 na UG3 0.0 75.71 na UG2 0.0 76.42 na BFP 0.0 83.09 na 100.0 UG1 0.0 83.33 na TEST -6.0 85.96 na S The maximum velocity is 24.17 and it occurs in the pipe between nodes E and TEE Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 7.000 K Factor = 5.60 0.0 1.419 Vel = 5.50 8.419 KFactor= 5.11 7.000 K Factor = 5.60 0.0 1.419 Vel = 5.50 8.419 KFactor= 5.11 7.000 0.0 1.419 8.419 7.000 0.0 1.419 8.419 9.607 0.0 0.719 10.326 10.238 0.0 0.763 11.001 10.979 0.0 0.764 K Factor = 5.60 Vel = 5.50 KFactor= 5.11 K Factor = 5.60 Vel = 5.50 KFactor=_5.11 K Factor @ node EQ06 Vel = 5.88 K Factor = 4.93 K Factor @ node EQ05 Vel = 6.07 K Factor = 4.93 K Factor @ node E003 Vel= 6.28 Final Calculations - Hazen-Williams Simplex Grinnell Page 5 • PALOMAR AIRPORT BLDG A Date 012308 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn D001 14.82 1.049 to 120.0 EQ01 14.82 0.0747 0.0 14.82 D002 14.82 1.049 to 120.0 EQ02 14.82 0.0747 0.0 14.82 2E 4.0 10.000 7.000 iT 5.0 9.000 0.0 0.0 19.000 1.419 8.419 2E 4.0 10.000 7.000 iT 5.0 9.000 0.0 0.0 19.000 1.419 8.419 K Factor= 5.60 Vel = 5.50 K Factor = 5.11 K Factor= 5.60 Vel = 5.50 KFactor= 5.11 D003 14.82 1.049 2E 4.0 10.000 to 120.0 1 5.0 9.000 EQ03 14.82 0.0747 0.0 19.000 0.0 14.82 D004 14.82 1.049 2E 4.0 10.000 to 120.0 iT 5.0 9.000 EQ04 14.82 0.0747 0.0 19.000 0.0 14.82 D005 14.82 1.049 2E 4.0 10.000 to 120.0 1 5.0 9.000 EQ05 14.82 0.0747 0.0 19.000 0.0 14.82 D006 14.82 1.049 2E 4.0 10.000 to 120.0 iT 5.0 9.000 EQ06 14.82 0.0747 0.0 19.000 0.0 14.82 28 15.83 1.049 1E 2.0 1.520 to 120.0 iT 5.0 7.000 27 15.83 0.0844 0.0 8.520 0.0 15.83 23 16.34 1.049 1E 2.0 1.520 to 120.0 iT 5.0 7.000 22 16.34 0.0896 0.0 8.520 0.0 16.34 17 16.92 1.049 1E 2.0 1.000 o 120.0 iT 5.0 7.000 16 16.92 0.0955 0.0 8.000 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Simplex Grinnell PALOMAR AIRPORT BLDG A Page 6 Date 012308 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn 0.0 16.92 11.743 K Factor = 4.94 25 16.08 1.049 1E 2.0 1.190 9.918 K Factor@ node EQ06 to 120.0 1 5.0 7.000 -2.166 24 16.08 0.0869 0.0 8.190 0.712 Vel = 5.97 0.0 16.08 8.464 K Factor = 5.53 19 16.60 1.049 1E 2.0 1.190 10.569 K Factor@ node EQ05 to 120.0 1 5.0 7.000 -2.166 18 16.6 0.0923 0.0 8.190 0.756 Vel = 6.16 0.0 16.60 9.159 K Factor= 5.49 10 17.17 1.049 1E 2.0 0.990 11.304 K Factor@ node EQ02 to 120.0 1 5.0 7.000 -2.166 11 17.17 0.0982 0.0 7.990 0.785 Vel = 6.37 0.0 0 17.17 5 17.99 1.049 2E 9.923 K Factor= 5.45 K Factor@ node EQ02 4.0 5.120 12.408 to 120.0 1 5.0 9.000 -2.166 7 17.99 0.1069 0.0 14.120 1.510 Vel = 6.68 0.0 17.99 11 .752 K Factor = 5.25 15 16.87 1.049 1 E 2.0 0.790 10.912 K Factor @ node EQ04 to 120.0 1 5.0 7.000 0.0 12 16.87 0.0949 0.0 7.790 0.739 V& = 6.26 0.0 16.87 11.651 K Factor = 4.94 31 0.0 1.049 1 5.0 9.625 40.502 to 120.0 0.0 5.000 0.0 31A 0.0 0.0 0.0 14.625 0.0 Vel = 0 0.0 0.0 40.502 K Factor = 0 29 0.0 1.049 1 5.0 3.250 40.502 to 120.0 0.0 5.000 0.0 31A 0.0 0.0 0.0 8.250 0.0 Vel = 0 0.0 0.0 40.502 K Factor = 0 30 0.0 1.049 1 5.0 9.625 40.502 to 120.0 0.0 5.000 0.0 30A S 0.0 0.0 0.0 0.0 14.625 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Simplex Grinnell Page 7 • PALOMAR AIRPORT BLDG A Date 012308 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "0" or Ftng's Pe Pv ******* Notes Point Ot Pt/Ft Eqv. Ln. Total Pt Pn 40.502 K Factor = 0 26 0.0 1.049 1 5.0 3.250 40.502 to 120.0 0.0 5.000 0.0 30A 0.0 0.0 0.0 8.250 0.0 Vet = 0 0.0 0.0 40.502 K Factor =0 31A 0.0 2.157 0.0 11.250 40.502 to 120.0 0.0 0.0 0.0 30A 0.0 -0.0 0.0 11.250 0.0 Vet = 0 30A 0.0 2.157 2E 12.307 61.750 40.502 to 120.0 1 12.307 24.614 -2.166 TEE 0.0 0.0 0.0 86.364 0.001 Vet = 0 0.0 0.0 27 15.83 1.049 to 120.0 S22 22 15.83 16.34 0.0844 1.38 to 120.0 16 32.17 0.0824 16 16.91 1.38 to 120.0 13 49.08 0.1801 0.0 49.08 A 22.00 1.38 to 120.0 B 22.0 0.0408 B 22.29 1.38 to 120.0 C 44.29 0.1490 0.0 44.29 D 23.37 1.38 to 120.0 C 23.37 0.0458 C 44.29 1.38 to 120.0 E 67.66 0.3261 0.0 O 67:66 38.337 K Factor =0 0.0 8.000 10.326 0.0 0.0 0.0 0.0 8.000 0.675 Vet = 5.88 0.0 9.000 11.001 0.0 0.0 0.0 0.0 9.000 0.742 Vet = 6.90 1 6.0 3.870 11.743 0.0 6.000 0.0 0.0 9.870 1.778 Vet = 10.53 13.521 K Factor = 13.35 0.0 10.000 15.434 K Factor = 5.60 0.0 0.0 0.0 0.0 10.000.__.___._,_.__0.40.8 Vet = 4.72 1 6.0 7.500 15.842 K Factor = 5.60 0.0 6.000 -2.166 0.0 13.500 2.012 Vet = 9.50 15.688 KFactor= 11.18 1 6.0 3.500 17.419 K Factor = 5.60 0.0 6.000 -2.166 0.0 9.500 0.435 Vet = 5.01 1 6.0 1.000 15.688 0.0 6.000 2.166 0.0 7.000 2.283 Vet = 14.51 20.137 KFactor= 15.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 7 to 8 17.99 67.84 1.38 120.0 0.3278 iT 6.0 0.0 0.0 0.0 67.84 21 16.73 1.049 1E 2.0 to 120.0 iT 5.0 16.73 0.0935 0.0- S 20 20 0.0 1.38 0.0 to 120.0 0.0 12 16.73 0.0246 0.0 12 16.87 1.38 2E 6.0 to 120.0 0.0 6 33.6 0.0894 0.0 6 20.35 1.38 1 6.0 to 120.0 0.0 3 53.95 0.2146 0..0-.-- 0.0 53.95 9 17.73 1.049 2E 4.0 to 120.0 1 5.0 13 17.73 0.1040 0.0- 13 49.08 1.38 1 6.0 to 120.0 0.0 14 66.81 0.3189 0.0 14 0.0 2.157 0.0 to 120.0 0.0 8 66.81 0.0362 0.0 8 67.84 2.157 0.0 to 120.0 0.0 4 134.65 0.1323 0.0 S 0.0 15.520 KFactor= 13.69 5.120 12.052 K Factor @ node EQ03 9.000 0.0 14.120 1.469 Vel = 6.58 0.790 13.521 6.000 0.0 6.790 2.165 Vel = 14.33 12.660 15.686 0.0 0.0 12.660 0.458 Vel = 5.87 14.560 16.144 0.0 0.0 14.560 1.927 Vel-=_11.82 0.790 11.752 6.000 2.166 6.790 2.226 Vel = 14.55 16.144 0.790 10.734 7.000 0.0 7.790 - 0.728 7.690 11.462 0.0 0.0 7.690 0.189 11.480 11.651 6.000 0.0 17.480 1.562 4.750 13.213 6.000 0.0 10.750 2.307 VeI= 11.57 Vel = 7.21 K Factor = 5.60 Vel = 3.59 VeI= 6.21 K Factor @ node EQ04 KFactor= 16.88 Final Calculations - Hazen-Williams Simplex Grinnell Page 8 • PALOMAR AIRPORT BLDG A Date 012308 Hy d. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 24 to 18 16.08 16.08 1.049 120.0 0.0870 0.0 0.0 0.0 7.990 0.0 7.990 8.464 0.0 0.695 Vel = 5.97 18 16.60 1.38 0.0 9.000 9.159 to 120.0 0.0 0.0 0.0 11 32.68 0.0849 0.0 9.000 0.764 Vel = 7.01 11 17.17 1.38 iT 6.0 3.870 9.923 to 120.0 0.0 6.000 0.0 7 49.85 0.1853 0.0 9.870 1.829 Vel = 10.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 18.071 13.951 0.0 1.569 15.520 0.0 2.551 18.071 0.0 2.066 20.137 -2.166 20.366 38.337 0.0 12.857 51.194 0.0 1. .903 53.097 12.229 6.724 72.050 0.433 0.329 KFactor= 31.67 K Factor @ node EQ01 Vet = 7.08 Vel = 15.66 Vet = 18.23 - Vel= 24.17 Vet = 16.20 Vel= 16.20 * Fixed loss = 4 Vet = 16.20 Vet = 6.20 72.812 K Factor = 32.27 1E 14.534 38.830 75.706 1 29.067 78.482 0.0 1G 2.907 117.312 0.0 Vel=0 iS 31.974 75.706 K Factor = 0 2E 4.0 iT 5.0 0.0 iT 6.0 0.0 0.0 0.0 0.0 0.0 1E 6.153 iT 12.307 0.0 3E 24.711 0.0 0.0 1E 8.237 0.0 0.0 1E 8.237 1 9.61 0.0 1E 13.167 0.0 0.0 4.170 9.000 13.170 0.790 6.000 6.790 7.000 0.0 7.000 22.500 18.460 40.960 43.830 24.711 68.541 1.910 8.237 10.147 18.000 17.847 35.847 5.000 13.167 18.167 Final Calculations - Hazen-Williams Simplex Grinnell Page 9 • PALOMAR AIRPORT BLDG A Date 012308 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point 01 Pf/Ft Eqv. Ln. Total Pf Pn 134.65 2 19.07 1.049 to 120.0 3 19.07 0.1191 3 53.95 1.38 to 120.0 4 73.02 0.3757 4 134.65 2.157 to 120.0 E 207.67 0.2951 E 67.66 2.157 to 120.0 TEE 275.33 0.4972 TEE 0.0 2.635 to 120.0 1 275.33 0.1876 1 0.0 2.635 OTORA 120.0 275.33 0.1875 TORA 0.0 2.635 to 120.0 BOR1 275.33 0.1876 BOR1 0.0 4.26 to 120.0 BOR 275.33 0.0181 0.0 275.33 BORB 0.0 4.1 to 140.0 UG3 0.0 0.0 0.0 0.0 BORC 0.0 4.1 2E 29.067 23.450 76.418 to 140.0 1 29.067 58.134 0.0 UG2 0.0 0.0 0.0 81.584 0.0 Vet = 0 0.0 0.0 76.418 K Factor = 0 BOR 275.33 4.1 3F 17.44 90.000 72.812 to 140.0 3E 43.601 63.948 0.0 UG4 275.33 0.0164 1G 2.907 153.948 2.521 Vet = 6.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations Hazen-Williams Simplex Grinnell PALOMAR AIRPORT BLDG A Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Page 10 Date 012308 Notes UG4 0.0 6.16 0.0 165.250 75.333 to 140.0 0.0 0.0 0.0 UG3 275.33 0.0023 0.0 165.250 0.373 Vel = 2.96 UG3 0.0 6.16 2E 40.168 232.250 75.706 to 140.0 1 43.037 83.205 0.0 UG2 275.33 0.0023 0.0 315.455 0.712 Vet = 2.96 UG2 0.0 6.16 lZaj 0.0 3.700 76.418 to 140.0 0.0 0.0 6.667 * Fixed loss = 6.667 BFP 275.33 0.0019 0.0 3.700 0.007 Vet = 2.96 BFP 100.00 6.16 2E 40.168 20.290 83.092 Qa= 100 to 140.0 0.0 40.168 0.0 UG1 375.33 0.0040 0.0 60.458 0.242 Vel = 4.04 UG1 0.0 12.34 to 140.0 TEST 375.33 0.0001 0.0 375.33 .-----:.--- 1E 42.195 176.830 83.334 0.0 42.195 2.599 0.0 219.025 0.030 85.963 Vel= 1.01 K Factor = 40.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 0 - - Fire Protection by Computer Design Simplex Grinnell 3658 Ruffin Road South San Diego, CA 92123 858-740-0100 Job Name PALOMAR AIRPORT BLDG B Building Building B Location : Palomar Airport Rd. System : 1 Contract Data File PALOMAR AIRPORT BUILDING B.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 C S Simplex Grinnell Page 1 PALOMAR AIRPORT BLDG B Date 012208 Hydraulic Design Information Sheet Name - Palomar McClelland Airport Date - 1-22-08 Location - Palomar Airport Rd. Building - Building B System No. - 1 Contractor - Contract No. - Calculated By - Bill Boyd Drawing No. - FP2.0 Construction: ) Combustible (XX) Non-Combustible Ceiling Height - Varies Occupancy - Airport Waiting room Ticketing and Security areas (XX) NFPA 13 (XX) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. NFPA 231 ( ) NFPA 231C ( ) Figure Curve Other Specific Ruling Made By Area of Sprinkler Operation - 1500 System Type Density - .10 (XX) Wet Area Per Sprinkler - 225 Max ( ) Dry Elevation at Highest Outlet - 20.00 ( ) Deluge Hose Allowance - Inside - 0 ( ) Preaction Rack Sprinkler Allowance - 0 ( ) Other Hose Allowance - Outside - 100 Note Higher temp heads over Secutity Equipment Calculation Flow Required - 301.804 Press Required - 78.7605 At Node BOR Summary C-Factor Used: 120 Overhead 140 Underground Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 5-30-07 Cap. - T Time of Test - 9 am Rated Cap.- Elev.- E Static Press - 99 8 Press - R Residual Press - 92 Elev. - Well Flow - 1455 Proof Flow S Elevation - 0 U P Location - 2006 Palomar Airport Rd. Outside Carlsbad Airport P L Source of Information - City of Carlsbad Fire Prevention Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack N Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: S S Y S T E M D E S I G N Date Sprinkler/Nozzle Make TYCO Model TY-FRB Size 1/2 K-Factor 5.6 Temp.Rat.155 / 200 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Watei - ply Curve (C) Simplex rinnell Page 2 PALOMAR AIRPORT BLDG B Date 012208 City Water Supply: Demand: Cl - Static Pressure : 99 Dl - Elevation : 11.261 02 - Residual Pressure: 92 D2 - System Flow : 273.564 tem Pressure : 79.939 02 - Residual Flow : 1455 D2 - SrAsd Hose jCity ________Hose Demand) : 100 D3 - System Demand : 373.564 Safety Margin : 18.495 150 140 130 p120 R11° Cl E 100'7 C2 90 - - 80 - U 70 U3 A6° E5° 40 30 20 10 DT ... ... . .. _____ 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N " 1.85) Computer Programs by Hydratec inc. Route 111 Windham N.H. USA 03087 Fittin ed Summary Simplex Grinnell Page 3 PALOMAR AIRPORT BLDG B Date 012208 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E 90 Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S Generic Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaj Ames 5000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD Simplex Grinnell Page 4 PALOMAR AIRPORT BLDG B Date 012208 . Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. D148 20.0 5.6 7.0 na 14.82 0.1 116 7.0 D102 20.0 5.6 7.0 na 14.82 0.1 99 7.0 D103 20.0 5.6 7.0 na 14.82 0.1 114 7.0 D104 20.0 5.6 7.0 na 14.82 0.1 147 7.0 D105 20.0 5.6 9.0 na 16.8 0.1 168 7.0 D101 20.0 5.6 12.25 na 19.6 0.1 196 7.0 176 20.0 15.93 na 170 20.0 K = K @ EQ03 9.43 na 15.68 161 20.0 K = K @ EQ03 8.6 na 14.97 157 20.0 K= K@ EQ04 8.54 na 14.92 151 20.0 K = K @ EQ02 8.42 na 14.82 147 20.0 K= K@ E148 9.86 na 16.03 147A 20.0 K=K@E148 8.99 na 15.31 172 20.0 K= K@ EQ05 17.2 na 21.21 167 20.0 K= K@ EQ03 17.06 na 21.09 159 20.0 K = K @ EQ03 17.24 na 21.2 145 20.0 31.58 na 175 20.0 K= K@ EQOS 12.55 na 18.11 166 20.0 K = K © EQ03 10.01 na 16.16 163 20.0 K= K© EQ03 9.95 na 16.11 155 20.0 K= K@ EQ04 10.23 na 16.33 152 20.0 K = K © EQ03 10.67 na 16.68 184 20.0 19.37 na 149 20.0 K=K@E148 12.05 na 17.73 149A 20.0 K = K © E148 11.36 na 17.21 171 20.0 10.82 na 69 20.0 9.9 na 62 058 20.0 9.02 na 20.0 8.97 na 153 20.0 9.07 na 146A 20.0 9.44 na 146 20.0 10.35 na 181 20.0 19.83 na 173 20.0 18.01 na 168 20.0 17.97 na 160 20.0 18.17 na 144 20.0 31.71 na 180 20.0 20.28 na 178 20.0 21.64 na 183 20.0 19.52 na 182 20.0 19.39 na 179 20.0 21.47 na 177 20.0 21.7 na 174 20.0 13.16 na 165 20.0 10.51 na 164 20.0 10.49 na 156 20.0 10.72 na 154 20.0 11.27 na 150 20.0 11.79 na 148A 20.0 11.91 na 148 20.0 12.62 na 140 20.0 32.73 na 139 20.0 32.82 na 138 20.0 33.19 na 137 20.0 33.8 na 143 20.0 37.48 na 142 20.0 38.79 na S Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Simplex Grinnell Page 5 • PALOMAR AIRPORT BLDG B Date 012208 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 141 20.0 40.54 na TORB 20.0 49.35 na 130191 1.0 68.59 na BaR, 1.0 68.91 na BORG 0.0 70.39 na BORA 0.0 69.69 na UG4 0.0 69.69 na UG3 0.0 69.69 na UG2 0.0 70.39 na BFP 0.0 77.07 na 100.0 UG1 0.0 77.31 na TEST -6.0 79.94 na The maximum velocity is 16.45 and it occurs in the pipe between nodes 176 and 174 S Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Simplex Grinnell Page 6 • PALOMAR AIRPORT BLDG B Date 012208 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn D148 14.82 1.049 2E 4.0 10.000 7.000 K Factor= 5.60 to 120.0 1 5.0 9.000 0.0 E148 14.82 0.0747 0.0 19.000 1.419 - Vet = 5.50 0.0 14.82 8.419 K Factor = 5.11 D102 14.82 1.049 2E 4.0 10.000 7.000 K Factor = 5.60 to 120.0 iT 5.0 9.000 0.0 EQ02 14.82 0.0747 0.0 19.000 1.419 Vet = 5.50 0.0 14.82 8.419 KFactor= 5.11 D103 14.82 1.049 2E 4.0 10.000 7.000 K Factor= 5.60 to 120.0 1 5.0 9.000 0.0 EQ03 14.82 0.0747 0.0 19.000 1.419 VeI= 5.50 0.0 14.82 8.419 K Factor= 5.11 D104 14.82 1.049 2E 4.0 10.000 7.000 K Factor= 5.60 to 120.0 iT 5.0 9.000 0.0 EQ04 14.82 0.0747 0.0 19.000 1.419 VeI= 5.50 0.0 14.82 8.419 K Factor= 5.11 D105 16.80 1.049 2E 4.0 10.000 9.000 K Factor = 5.60 to 120.0 1 5.0 9.000 0.0 EQ05 16.8 0.0943 0.0 19.000 1.791 Vet= 6.24 0.0 16.80 10.791 K Factor= 5.11 D101 19.60 1.049 2E 4.0 10.000 12.250 K Factor = 5.60 to 120.0 1 5.0 9.000 0.0 EQ01 19.6 0.1254 0.0 19.000 2.382 Vet = 7.28 0.0 19.60 . 14.632 K Factor = 5.12 176 40.10 1.38 1E 3.0 12.840 15.934 to 120.0 2T 12.0 15.000 0.0 182 40.1 0.1240 0.0 27.840 3.452 Vet = 8.60 0.0 40.10 19.386 KFactor= 9.11 170 15.68 1.049 1 5.0 0.630 9.433 K Factor@ node EQ03 to 120.0 0.0 5.000 0.0 169 15.68 0.0829 0.0 5.630 0.467 Vet = 5.82 0.0 15.68 9.900 K Factor= 4.98 161 14.97 1.049 1 5.0 0.610 8.597 K Factor@ node EQ03 o 120.0 0.0 5.000 0.0 162 14.97 0.0763 0.0 5.610 0.428 Vet = 5.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Simplex Grinnell Page 7 • PALOMAR AIRPORT BLDG B Date 012208 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point 01 Pf/Ft Eqv. Ln. Total Pf Pn 0.0 14.97 -9.025 K Factor= 4.98 157 14.92 1.049 1T 5.0 0.610 8.540 K Factor @ node E004 to 120.0 0.0 5.000 0.0 158 14.92 0.0758 0.0 5.610 0.425 Vet = 5.54 0.0 14.92 - 8.965 K Factor = 4.98 151 14.82 1.049 iT 5.0 3.720 8.419 K Factor@ node E002 to 120.0 0.0 5.000 0.0 153 14.82 0.0748 -- 0.0 8.720 -0.652 Vet =5.50 - 0.0 14.82 9.071 K Factor = 4.92 147 16.03 1.049 1 5.0 0.690 9.856 K Factor@ node E148 to 120.0 0.0 5.000 0.0 146 16.03 0.0865 0.0 5.690 0.492 Vet = 5.95 0.0 • 16.03 10.348 K Factor = 4.98 147A 15.31 1.049 iT 5.0 0.690 8.991 K Factor@ node E148 to 120.0 0.0 5.000 0.0 146A 15.31 0.0794 0.0 5.690 0.452 Vet = 5.68 0.0 15.31 9.443 K Factor = 4.98 172 21.21 1.049 iT 5.0 0.560 17.204 K Factor@ node E005 to 120.0 0.0 5.000 0.0 173 21.21 0.1450 0.0 5.560 0.806 Vet = 7.87 0.0 21.21 18.010 K Factor= 5.00 167 21.09 1.049 1 5.0 1.390 17.055 K Factor@ node E003 to 120.0 0.0 5.000 0.0 168 21.09 0.1435 0.0 6.390 0.917 Vet = 7.83 0.0 21.09 17.972 K Factor = 4.97 159 21.20 1.049 iT 5.0 1.390 17.243 K Factor@ node E003 to 120.0 0.0 5.000 0.0 160 21.2 0.1451 0.0 6.390 0.927 Vet = 7.87 0.0 21.20 18.170 K Factor = 4.97 145 -33.55 1.38 4E 12.0 89.370 31.579 to 120.0 21 12.0 24.000 0.0 179 -33.55 -0.0891 0.0 113.370 -10.106 Vet = 7.20 ac 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Simplex Grinnell Page 8 PALOMAR AIRPORT BLDG B Date 012208 S Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn -33.55 21.473 K Factor = -7.24 175 18.11 1.049 1 5.0 0.660 12.546 K Factor@ node EQ05 to 120.0 0.0 5.000 0.0 174 18.11 0.1083 0.0 5.660 0.613 Vel= 6.72 0.0 18.11 13.159 K Factor= 4.99 166 16.16 1.049 iT 5.0 0.630 10.012 K Factor@ node EQ03 to 120.0 0.0 5.000 0.0 165 16.16 0.0877 0.0 5.630 0.494 Vel = 6.00 0.0 16.16 10.506 K Factor = 4.99 - 163 16.11 1.049 iT 5.0 1.130 9.951 K Factor@ node EQ03 to 120.0 0.0 5.000 0.0 164 16.11 0.0873 0.0 6.130 0.535 Vel = 5.98 0.0 16.11 10.486 KFactor= 4.97 16.33 1.049 1 5.0 0.440 10.228 K Factor@ node EQ04 0155 0 120.0 0.0 5.000 0.0 156 16.33 0.0895 0.0 5.440 0.487 Vel = 6.06 0.0 16.33 10.715 K Factor= 4.99 152 16.68 1.049 iT 5.0 1.550 10.665 K Factor@ node EQ03 to 120.0 0.0 5.000 0.0 154 16.68 0.0930 0.0 6.550 0.609 Vel = 6.19 0.0 16.68 11.274 K Factor = 4.97 184 -27.85 1.38 7E 21.0 87.080 19.372 to 120.0 2T 12.0 33.000 0.0 150 -27.85 -0.0631 0.0 120.080 -7.582 Vel = 5.97 0.0 -27.85 11.790 K Factor = -8.11 149 17.73 1.049 1 5.0 0.520 12.050 K Factor node E148 to 120.0 0.0 5.000 0.0 148 17.73 0.1042 0.0 5.520 0.575 Vel = 6.58 0.0 17.73 12.625 K Factor = 4.99 149A 17.21 1.049 1 5.0 0.520 11.365 K Factor@ node E148 to 120.0 0.0 5.000 0.0 148A 17.21 0.0986 0.0 5.520 0.544 Vel = 6.39 0.0 5 17.21 11.909 K Factor = 4.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Simplex Grinnell Page 9 PALOMAR AIRPORT BLDG B Date 012208 S Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 171 -37.54 1.38 1E 3.0 5.420 10.824 to 120.0 0.0 3.000 0.0 169 -37.54 -0.1097 0.0 8.420 -0.924 Vet = 8.05 169 15.68 1.38 2E 6.0 15.700 9.900 to 120.0 0.0 6.000 0.0 162 -21.86 -0.0403 0.0 21.700 -0.875 Vet = 4.69 162 14.97 1.38 0.0 12.520 9.025 to 120.0 0.0 0.0 0.0 158 -6.89 -0.0048 0.0 12.520 -0.060 Vel= 1.48 158 14.93 1.38 2E 6.0 10.690 8.965 to 120.0 0.0 6.000 0.0 153 8.04 0.0064 0.0 16.690 0.106 Vet = 1.72 153 14.81 1.38 0.0 8.500 9.071 to 120.0 0.0 0.0 0.0 146A 22.85 0.0438 0.0 8.500 0.372 V&= 4.90 146A 15.31 1.38 0.0 8.000 9.443 to 120.0 0.0 0.0 0.0 146 38.16 0.1131 0.0 8.000 0.905 Vel = 8.19 146 16.03 1.38 3E 9.0 88.830 10.348 to 120.0 iT 6.0 15.000 0.0 139 54.190.2164 0.0 103.830 22.469 Vet = 11.62 0.0 54.19 32.817 K Factor = 9.46 181 -26.03 1.38 2E 6.0 20.660 19.830 to 120.0 1 6.0 12.000 0.0 173 -26.03 -0.0557 0.0 32.660 -1.820 Vet = 5.58 173 21.22 1.38 2E 6.0 9.580 18.010 to 120.0 0.0 6.000 0.0 168 -4.81 -0.0024 0.0 15.580 -0.038 Vel= 1.03 168 21.08 1.38 0.0 8.450 17.972 to 120.0 0.0 0.0 0.0 160 16.27 0.0234 0.0 8.450 0.198 Vet = 3.49 160 21.21 1.38 4E 12.0 119.340 18.170 to 120.0 iT 6.0 18.000 0.0 138 37.48 0.1094 0.0 137.340 15.021 Vet = 3.04 0.0 37.48 33.191 K Factor= 6.51 144 31.29 1.38 2T 12.0 14.660 31.710 to 120.0 0.0 12.000 0.0 137 31.29 0.0784 0.0 26.660 2.089 Vet = 6.71 S 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Simplex Grinnell Page 10 • PALOMAR AIRPORT BLDG B Date 012208 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 31.29 33.799 K Factor = 5.38 180 27.22 1.38 1 O 30.0 152.780 20.280 to 120.0 1 6.0 36.000 0.0 144 27.22 0.0605 0.0 188.780 11.430 Vel = 5.84 144 -31.29 1.38 5E 15.0 58.360 31.710 to 120.0 0.0 15.000 0.0 145 -4.07 -0.0018 - 0.0 73.360 -0.131 Vel = 0.87 145 33.56 1.38 4E 12.0 66.060 31.579 to 120.0 iT 6.0 18.000 0.0 14329.49 - 0.0702 0.084.0605.900 Vel _6.33 0.0 29.49 37.479 K Factor = 4.82 178 32.71 1.38 6E 18.0 165.640 21.635 to 120.0 3T 18.0 36.000 0.0 142 32.71 0.0851 0.0 201.640 17.151 Vel = 7.02 0.0 38.786 K Factor = 5.25 •32.71 176 36.57 1.38 1E 3.0 19.340 15.934 to 120.0 2T 12.0 15.000 0.0 183 36.57 0.1045 0.0 34.340 3.590 Vel = 7.84 183 -104.52 2.635 0.0 9.800 19.524 to 120.0 0.0 0.0 0.0 182 -67.95 -0.0141 0.0 9.800 -0.138 Vet = 4.00 182 40.10 2.635 0.0 5.150 19.386 to 120.0 0.0 0.0 0.0 184 -27.85 -0.0027 0.0 5.150 -0.014 Vel = 1.64 0.0 -27.85 19.372 K Factor = -6.33 183 104.52 2.635 0.0 9.800 19.524 to 120.0 0.0 0.0 0.0 181 104.52 0.0312 0.0 9.800 0.306 Vet = 6.15 181 26.03 2.635 0.0 9.540 19.830 to 120.0 0.0 0.0 0.0 180 130.55 0.0472 0.0 9.540 0.450 Vet = 7.68 180 -27.23 2.635 2E 16.474 22.510 20.280 to 120.0 0.0 16.474 0.0 179 103.32 0.0306 0.0 38.984 1.193 Vet = 6.08 179 -33.55 2.635 0.0 10.950 21.473 to 120.0 0.0 0.0 0.0 178 69.77 0.0148 0.0 10.950 0.162 Vet = 4.10 S178 -32.71 2.635 0.0 14.040 21.635 o 120.0 0.0 0.0 0.0 177 37.06 0.0046 0.0 14.040 0.065 Vet = 2.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Simplex Grinnell Page 11 PALOMAR AIRPORT BLDG B Date 012208 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 177 0.0 1.38 4E 12.0 151.870 21.700 to 120.0 2T 12.0 24.000 0.0 141 37.06 0.1071 0.0 175.870 18.836 Vel = 7.95 0.0 37.06 40.536 K Factor = 5.82 176 -76.67 1.38 0.0 6.750 15.934 to 120.0 0.0 0.0 0.0 174 -76.67 -0.4111 0.0 6.750 -2.775 Vel = 16.45 174 18.11 1.38 iT 6.0 3.350 13.159 to 120.0 0.0 6.000 0.0 171 -58.56 -0.2497 0.0 9.350 -2.335 Vel = 12.56 171 37.54 1.38 1E 3.0 5.470 10.824 to 120.0 0.0 3.000 0.0 165 -21.02 -0.0375 0.0 8.470 -0.318 Vel = 4.51 165 16.16 1.38 0.0 8.160 10.506 to 120.0 0.0 0.0 0.0 -4.86 -0.0025 0.0 8.160 -0.020 Vel = 1.04 • 164 164 16.11 1.38 2E 6.0 13.450 10.486 to 120.0 0.0 6.000 0.0 156 11.25 0.0118 0.0 19.450 0.229 Vel= 2.41 156 16.33 1.38 0.0 9.020 10.715 to 120.0 0.0 0.0 0.0 154 27.58 0.0620 0.0 9.020 0.559 Vel = 5.92 154 16.67 1.38 0.0 3.470 11.274 to 120.0 0.0 0.0 0.0 150 44.25 0.1487 0.0 3.470 0.516 VeL= 9.49 150 -27.84 1.38 0.0 5.000 11.790 to 120.0 0.0 0.0 0.0 148A 16.41 0.0238 0.0 5.000 0.119 Vel= 3.52 148A 17.21 1.38 0.0 8.000 11.909 to 120.0 0.0 0.0 0.0 148 33.62 0.0895 0.0 8.000 0.716 Vel= 7.21 148 17.72 1.38 3E 9.0 87.660 12.625 to 120.0 iT 6.0 15.000 0.0 140 51.34 0.1958 0.0 102.660 20.103 Vel= 11.01 140 0.0 2.635 0.0 10.620 32.728 to 120.0 0.0 0.0 0.0 139 51.34 0.0084 0.0 10.620 0.089 Vel= 3.02 139 54.20 2.635 0.0 11.740 32.817 to 120.0 0.0 0.0 0.0 --------- Computer Programs by Hydratec inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Simplex Grinnell Page 12 • PALOMAR AIRPORT BLDG B Date 012208 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn 138 to 137 37.48 143.02 2.635 120.0 0.0558 0.0 0.0 0.0 10.890 0.0 10.890 33.191 0.0 0.608 Vel = 8.41 137 31.28 2.635 3E 24.711 21.000 33.799 to 120.0 0.0 24.711 0.0 143 174.3 0.0805 0.0 45.711 3.680 Vel = 10.25 143 29.49 2.635 0.0 12.160 37.479 to 120.0 0.0 0.0 0.0 142 203.79 0.1075 0.0 12.160 1.307 Vel = 11.99 142 32.72 2.635 0.0 12.360 38.786 to 120.0 0.0 0.0 0.0 141 236.51 0.1416 0.0 12.360 1.750 VeI= 13.91 141 37.05 2.635 2E 16.474 31.050 40.536 to 120.0 0.0 16.474 0.0 TORB 273.56 0.1854 0.0 47.524 8.809 Vel = 16.09 TORB 0.0 2.635 1E 8.237 20.000 49.345 to 120.0 lB 9.61 17.847 12.229 S BOR1 273.56 0.1854 0.0 37.847 7.016 BOR1 0.0 4.26 1E 13.167 5.000 68.590 to 120.0 0.0 13.167 0.0 BOR 273.56 0.0178 0.0 18.167____.____._0._324 0.0 273.56 68.914 BOR 273.56 6.16 1E 20.084 38.830 68.914 to 140.0 iT 43.037 113.331 0.433 UG3 273.56 0.0022 1G 4.304 152.161 0.339 iS 45.906 0.0 273.56 69.686 BORC 0.0 4.1 2E 29.067 23.450 70.390 to 140.0 1 29.067 58.134 0.0 UG2 0.0 0.0 0.0 81.584 0.0 0.0 0.0 70.390 BORA 0.0 4.1 3E 43.601 83.450 69.686 to 140.0 0.0 43.601 0.0 UG4 0.0 0.0 0.0 127.051 0.0 UG4 0.0 6.16 0.0 165.250 69.686 to 140.0 0.0 0.0 0.0 UG3 0.0 0.0 0.0 165.250 0.0 273.56 6.16 2E 40.168 232.250 69.686 SUG3 o 140.0 1 43.037 83.205 0.0 UG2 273.56 0.0022 0.0 315.455 0.704 * Fixed loss = 4 Vel= 16.09 Vel= 6.16 K Factor = 32.95 Vel = 2.94 K Factor = 32.77 Vel = 0 K Factor = 0 Vel = 0 Vel = 0 Vel = 2.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Simplex Grinnell Page 13 PALOMAR AIRPORT BLDG B Date 012208 S Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG2 to BFP 0.0 273.56 6.16 140.0 0.0022 BFP 100.00 6.16 to 140.0 UGi 373.56 0.0040 UG1 0.0 12.34 to 140.0 TEST 373.56 0.0001 0.0 373.56 lZaj 0.0 3.700 70.390 0.0 0.0 6.673 0.0 3.700 0.008 2E 40.168 20.290 77.071 0.0 40.168 0.0 0.0 60.458 0.240 1E 42.195 176.830 77.311 0.0 42.195 2.599 0.0 219.025 0.029 79.939 * Fixed loss = 6.673 Vel = 2.94 Qa = 100 Vel = 4.02 - Vel= 1.00 K Factor = 41.78 S S Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection by Computer Design Simplex Grinnell 3658 Ruffin Road South San Diego, CA 92123 858-740-0100 Job Name : PALOMAR AIRPORT BLDG B peaked area Building : Building B Location Palomar Airport Rd. System : 1 Contract Data File PALOMAR AIRPORT BUILDING B-peaked.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S S Simplex Grinnell Page 1 PALOMAR AIRPORT BLDG B peaked area Date 012208 Hydraulic Design Information Sheet Name - Palomar McClelland Airport Date - 1-22-08 Location - Palomar Airport Rd. Building - Building B System No. - 1 Contractor - Contract No. - Calculated By - Bill Boyd Drawing No. - FF2.0 Construction: ( ) Combustible (XX) Non-Combustible Ceiling Height - Varies Occupancy - Airport Waiting room Ticketing and Security areas (XX) NFPA 13 (XX) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. NFPA 231 ( ) NFPA 231C ( ) Figure Curve Other Specific Ruling Made By Area of Sprinkler Operation - 1500 System Type Density - .10 (XX) Wet Area Per Sprinkler - 225 Max ( ) Dry Elevation at Highest Outlet - 20.00 ( ) Deluge Hose Allowance - Inside - 0 ( ) Preaction Rack Sprinkler Allowance - 0 ( ) Other Hose Allowance - Outside - 100 Note Higher temp heads over Secutity Equipment Calculation Flow Required - Summary C-Factor Used: 227.061 Press Required - 59.8009 At Node BOR 120 Overhead 140 Underground Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 5-30-07 Cap. - T Time of Test - 9 am Rated Cap.- Elev.- S Static Press - 99 8 Press - R Residual Press - 92 Elev. - Well Flow - 1455 Proof Flow S Elevation - 0 U P Location -_2006 Palomar Airport Rd. Outside Carlsbad Airport P L Source of Information - City of Carlsbad Fire Prevention Y C Commodity Class O Storage Ht. Area M Storage Method: Solid Piled % M Single Row ( ) Conven. Pallet S R ( ) Double Row ( ) Slave Pallet T A ( ) Mult. Row O C R K Flue Spacing A Longitudinal G E Horizontal Barriers Provided: Location Aisle W. Palletized % Rack Auto. Storage ( ) Encap. Solid Shelf ( ) Non Open Shelf Clearance:Storage to Ceiling Transverse S Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S Y S T E N D E S I G N Date Sprinkler/Nozzle Make TYCO Model TY-FRB Size 1/2 K-Factor 5.6 Temp.Rat.155 / 20C Wateij )ply Curve (C) Simplex Grinnell Page 2 PALOMAR AIRPORT BLDG B peaked area Date 012208 City Water Siipply: Demand: Cl - Static Pressure : 99 Dl - Elevation : 11.261 C2 - Residual Pressure: 92 D2 - System Flow : 227.061 C2 - Residual Flow : 1455 D2 - System Pressure : 70.774 Hose Ad] City) TOT— Demand) : 100 D3 - System Demand : 327.061 D3 Safety Margin : 27.783 150 140 130 p120 R11° Cl ____ ______ _______ _________ __________ ____________ E 100 S-90 C2 80 [2 U 70 R6° E5° 40 30 20 10 Ui.I ____________________________________________ - ___________________________________________________ 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N " 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittinc ;ed Summary Simplex Grinnell Page 3 PALOMAR AIRPORT BLDG B peaked area Date 012208 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S Generic Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaj Ames 5000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD Simplex Grinnell Page 4 • PALOMAR AIRPORT BLDG B peaked area Date 012208 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. D148 20.0 5.6 7.0 na 14.82 0.1 116 7.0 D102 20.0 5.6 7.0 na 14.82 0.1 99 7.0 D103 20.0 5.6 7.0 na 14.82 0.1 114 7.0 D104 20.0 5.6 7.0 na 14.82 0.1 147 7.0 D105 20.0 5.6 9.0 na 16.8 0.1 168 7.0 D101 20.0 5.6 9.0 na 16.8 0.1 168 7.0 176 20.0 19.77 na 170 20.0 13.09 na 161 20.0 K = K @ EQ03 9.78 na 15.97 157 20.0 K=K@EQO4 9.15 na 15.44 151 20.0 K= K@ E002 8.77 na 15.12 147 20.0 K= K@ E148 9.3 na 15.57 147A 20.0 K=K@E148 9.02 na 15.33 172 20.0 23.12 na 167 20.0 23.12 na 159 20.0 K=K@EQO3 21.97 na 23.93 145 20.0 30.03 na 175 20.0 17.43 na 166 20.0 13.62 na 163 20.0 K= K@ EQ03 12.41 na 17.99 155 20.0 K= K@ EQ04 12.28 na 17.89 152 20.0 K = K @ EQ03 12.21 na 17.84 184 20.0 22.65 na 149 20.0 K=K@E148 12.56 na 18.1 149A 20.0 K=K@E148 12.47 na 18.03 171 20.0 14.18 na 69 20.0 13.09 na 62 61,58 20.0 10.26 na 20.0 9.6 na 153 20.0 9.45 na 146A 20.0 9.47 na 146 20.0 9.76 na 146B 20.0 K= K@ EQ01 10.79 na 16.8 181 20.0 23.1 na 173 20.0 23.12 na 168 20.0 23.12 na 160 20.0 23.13 na 144 20.0 30.05 na 180 20.0 23.37 na 178 20.0 24.21 na 183 20.0 22.81 na 182 20.0 22.67 na 179 20.0 24.11 na 177 20.0 24.25 na 174 20.0 17.43 na 165 20.0 13.62 na 164 20.0 13.07 na 156 20.0 12.86 na 154 20.0 12.9 na 150 20.0 13.08 na 148A 20.0 13.06 na 148 20.0 13.16 na 148B 20.0 K = K @ EQ01 13.86 na 19.04 140 20.0 30.22 na 139 20.0 30.3 na 138 20.0 30.65 na 137 20.0 31.14 na C Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Simplex Grinnell PALOMAR AIRPORT BLDG B peaked area Node No. Elevation K-Fact Pt Actual Pn Flow Actual 143 20.0 33.91 na 142 20.0 34.87 na 141 20.0 36.13 na TORB 20.0 42.37 na BOR1 1.0 59.57 na BOR 1.0 59.8 na BORC 0.0 60.97 na BORA 0.0 60.47 na UG4 0.0 60.47 na UG3 0.0 60.47 na UG2 0.0 60.97 na BFP 0.0 67.96 na 100.0 UG1 0.0 68.15 na TEST -6.0 70.77 na Page 5 Date 012208 Density Area Press q The maximum velocity is 15 and it occurs in the pipe between nodes 176 and 174 S Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Simplex Grinnell Page 6 • PALOMAR AIRPORT BLDG B peaked area Date 012208 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn D148 14.82 1.049 2E 4.0 10.000 7.000 K Factor= 5.60 to 120.0 1 5.0 9.000 0.0 E148 14.82 0.0747 0.0 19.000 1.419 Vel = 5.50 0.0 14.82 8.419 K Factor = 5.11 D102 14.82 1.049 2E 4.0 10.000 7.000 K Factor = 5.60 to 120.0 1 5.0 9.000 0.0 E002 14.82 0.0747 0.0 19.000 1.419 Vel = 5.50 0.0 14.82 8.419 KFactor= 5.11 D103 14.82 1.049 2E 4.0 10.000 7.000 K Factor= 5.60 to 1 120.0 1 5.0 9.000 0.0 EQ03 14.82 0.0747 0.0 19.000 1.419 VeI= 5.50 0.0 14.82 8.419 KFactor= 5.11 D104 14.82 1.049 2E 4.0 10.000 7.000 K Factor= 5.60 to 120.0 1 5.0 9.000 0.0 EQ04 14.82 0.0747 0.0 19.000 1.419 VeI= 5.50 0.0 14.82 8.419 KFactor= 5.11 D105 16.80 1.049 2E 4.0 10.000 9.000 K Factor = 5.60 to 120.0 iT 5.0 9.000 0.0 EQ05 16.8 0.0943 0.0 19.000 1.791 VeI= 6.24 0.0 16.80 10.791 K Factor= _5.11 D101 16.80 1.049 2E 4.0 10.000 9.000 K Factor = 5.60 to 120.0 iT 5.0 9.000 0.0 EQ01 16.8 0.0943 0.0 19.000 1.791 VeI= 6.24 0.0 16.80 10.791 K Factor = 5.11 176 36.52 1.38 1E 3.0 12.840 19.770 to 120.0 2T 12.0 15.000 0.0 182 36.52 0.1042 0.0 27.840 2.902 Vel = 7.83 0.0 36.52 22.672 K Factor = 7.67 170 0.0 1.049 1 5.0 0.630 13.086 to 120.0 0.0 5.000 0.0 169 0.0 0.0 0.0 5.630 0.0 Vel = U 0.0 0.0 13.086 K Factor =0 161 15.97 1.049 iT 5.0 0.610 9.777 K Factor@ node E003 o 120.0 0.0 5.000 0.0 162 15.97 0.0857 0.0 5.610 0.481 Vel = 5.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 iT 5.0 0.690 0.0 5.000 0.0 5.690 iT 5.0 0.690 0.0 5.000 0.0 5.690 9.447 9.297 0.0 0.466 9.763 9.019 0.0 0.453 9.472 KFactor= 4.92 K Factor @ node E148 Vel = 5.78 K Factor = 4.98 K Factor@ node E148 Vel = 5.69 K Factor = 4.98 iT 5.0 0.560 23.115 0.0 5.000 0.0 0.0 5.560 0.0 Vel = 0 23.115 K Factor = 0 1.390 23.122 5.000 0.0 6.390 0.0 Vel = 0 23.122 K Factor = 0 1.390 21.966 K Factor @ node EQ03 5.000 0.0 6.390 1.159 Vel = 8.88 23.125 KFactor= 4.98 89.370 30.028 24.000 0.0 113.370 -5.922 Vel = 5.39 iT 5.0 0.0 0.0 iT 5.0 0.0 0.0 4E 12.0 2T 12.0 0.0 Final Calculations - Hazen-Williams Simplex Grinnell Page 7 PALOMAR AIRPORT BLDG B peaked area Date 012208 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******k Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn 0.0 15.97 10.258 K Factor = 4.99 157 15.44 1.049 1 5.0 0.610 9.147 K Factor@ node EQ04 to 120.0 0.0 5.000 0.0 158 15.44 0.0806 0.0 5.610 0.452 Vel = 5.73 0.0 15.44 9.599 K Factor = 4.98 151 15.12 1.049 1 5.0 3.720 8.770 K Factor@ node E002 to 120.0 0.0 5.000 0.0 153 15.12 0.0776 0.0 8.720 0.677 Vel = 5.61 0.0 15.12 147 15.57 1.049 to 120.0 146 15.57 0.0819 0.0 15.57 S 147A 15.33 1.049 to 120.0 146A 15.33 0.0796 0.0 15.33 172 0.0 1.049 to 120.0 173 0.0 0.0 0.0 0.0 167 0.0 1.049 to 120.0 168 0.0 0.0 0.0 0.0 159 23.93 1.049 to 120.0 160 23.93 0.1814 0.0 23.93 145 -25.13 1.38 to 120.0 1 79 -25.13 -0.0522 5 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Simplex Grinnell Page 8 • PALOMAR AIRPORT BLDG B peaked area Date 012208 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn -25.13 -24.106 K Factor = -5.12 175 0.0 1.049 iT 5.0 0.660 17.427 to 120.0 0.0 5.000 0.0 174 0.0 0.0 0.0 5.660 0.0 Vet = 0 0.0 0.0 17.427 K Factor = 0 166 0.0 1.049 1 5.0 0.630 13.615 to 120.0 0.0 5.000 0.0 165 0.0 0.0 0.0 5.630 0.0 Vet = 0 0.0 0.0 13.615 K Factor = 0 - 163 17.99 1.049 1 5.0 1.130 12.413 K Factor@ node EQ03 to 120.0 0.0 5.000 0.0 164 17.99 0.1070 0.0 6.130 0.656 Vet = 6.68 0.0 17.99 13.069 K Factor = 4.98 155 17.89 1.049 iT 5.0 0.440 12.281 K Factor@ node EQ04 o • 120.0 0.0 5.000 0.0 156 17.89 0.1059 0.0 5.440 0.576 Vet = 6.64 0.0 17.89 12.857 K Factor = 4.99 152 17.84 1.049 1 T 5.0 1.550 12.213 K Factor @ node EQ03 to 120.0 0.0 5.000 0.0 154 17.84 0.1053 0.0 6.550 0.690 Vet = 6.62 0.0 17.84 12.903 K Factor = 4.97 184 -31.59 1.38 7E 21.0 87.080 22.654 to 120.0 2T 12.0 33.000 0.0 150 -31.59 -0.0797 0.0 120.080 -9.572 Vet= 6.78 0.0 -31.59 13.082 K Factor = -8.73 149 18.10 1.049 1 5.0 0.520 12.560 K Factor@ node E148 to 120.0 0.0 5.000 0.0 148 18.1 0.1082 0.0 5.520 0.597 Vet = 6.72 0.0 18.10 13.157 KFactor= 4.99 149A 18.03 1.049 1 5.0 0.520 12.467 K Factor@ node E148 to 120.0 0.0 5.000 0.0 148A 18.03 0.1074 0.0 5.520 0.593 Vet = 6.69 0.0 18.03 13.060 K Factor = 4.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Simplex Grinnell Page 9 AIRPORT BLDG B peaked area Date 012208 •PALOMAR Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C,' or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn 171 -41.20 1.38 1E 3.0 5.420 14.183 to 120.0 0.0 3.000 0.0 169 -41.2 -0.1303 0.0 8.420 -1.097 Vet = 8.84 169 0.0 1.38 2E 6.0 15.700 13.086 to 120.0 0.0 6.000 0.0 162 -41.2 -0.1303 0.0 21.700 -2.828 Vet= 8.84 162 15.97 1.38 0.0 12.520 10.258 to 120.0 0.0 0.0 0.0 158 -25.23 -0.0526 0.0 12.520 -0.659 Vet = 5.41 158 15.44 1.38 2E 6.0 10.690 9.599 to 120.0 0.0 6.000 0.0 153 -9.79 -0.0091 0.0 16.690 -0.152 Vet = 2.10 153 15.12 1.38 0.0 8.500 9.447 to 120.0 0.0 0.0 0.0 146A 5.33 0.0029 0.0 8.500 0.025 VeI= 1.14 146A 15.34 1.38 0.0 8.000 9.472 to 120.0 0.0 0.0 0.0 46 20.67 0.0364 0.0 8.000 0.291 Vet = 4.43 146 15.57 1.38 0.0 10.000 9.763 to 120.0 0.0 0.0 0.0 146B 36.24 0.1028 0.0 10.000 1.028 Vet = 7.77 146B 16.80 1.38 3E 9.0 78.830 10.791 K Factor@ node EQ01 to 120.0 iT 6.0 15.000 0.0 139 53.04 0.2079 0.0 93.830 19.510 Vet = 11.38 0.0 53.04 30.301 K Factor = 9.64 181 1.86 1.38 2E 6.0 20.660 23.101 to 120.0 iT 6.0 12.000 0.0 173 1.86 0.0004 0.0 32.660 0.014 VeI= 0.40 173 0.0 1.38 2E 6.0 9.580 23.115 to 120.0 0.0 6.000 0.0 168 1.86 0.0004 0.0 15.580 0.007 Vet = 0.40 168 0.0 1.38 0.0 8.450 23.122 to 120.0 0.0 0.0 0.0 160 1.86 0.0004 0.0 8.450 0.003 Vet = 0.40 160 23.93 1.38 4E 12.0 119.340 23.125 to 120.0 11 6.0 18.000 0.0 138 25.79 0.0548 0.0 137.340 7.524 Vet = 5.53 0.0 25.79 30.649 K Factor = 4.66 144 21.99 1.38 2T 12.0 14.660 30.052 o 120.0 0.0 12.000 0.0 137 21.99 0.0408 0.0 26.660 1.088 Vet= 4.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Simplex Grinnell Page 10 PALOMAR AIRPORT BLDG B peaked area Date 012208 Hyd. Qa Dia. - Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 0.0 21.99 31.140 K Factor = 3.94 180 20.36 1.38 tOE 30.0 152.780 23.374 to 120.0 iT 6.0 36.000 0.0 144 20.36 0.0354 0.0 188.780 6.678 Vel = 4.37 144 -21.99 1.38 5E 15.0 58.360 30.052 to 120.0 0.0 15.000 0.0 145 -1.63 -0.0003 0.073.360 -0.024 Vel = 0.35 145 25.13 1.38 4E 12.0 66.060 30.028 to 120.0 iT 6.0 18.000 0.0 143 23.5 0.0461 0.0 84.060 3.878 Vel = 5.04 0.0 23.50 33.906 K Factor = 4.04 178 25.30 1.38 6E 18.0 165.640 24.207 to 120.0 3T 18.0 36.000 0.0 142 25.3 0.0529 0.0 201.640 10.663 Vel = 5.43 0.0 25.30 34.870 K Factor = 4.28 176 33.44 1.38 iF 3.0 19.340 19.770 to 120.0 2T 12.0 15.000 0.0 183 33.44 0.0886 0.0 34.340 3.041 Vel = 7.17 183 -101.55 2.635 0.0 9.800 22.811 to 120.0 0.0 0.0 0.0 182 -68.11 -0.0142 0.0 9.800 -0.139 Vel = 4.01 182 36.52 2.635 0.0 5.150 22.672 to 120.0 0.0 0.0 0.0 184 -31.59 -0.0035 0.0 5.150 -0.018 Vel = 1.86 0.0 -31.59 22.654 K Factor = -6.64 183 101.54 2.635 0.0 9.800 22.811 to 120.0 0.0 0.0 0.0 181 101.54 0.0296 0.0 9.800 0.290 Vet = 5.97 181 -1.86 2.635 0.0 9.540 23.101 to 120.0 0.0 0.0 0.0 180 99.68 0.0286 0.0 9.540 0.273 Vel = 5.86 180 -20.36 2.635 2E 16.474 22.510 23.374 to 120.0 0.0 16.474 0.0 179 79.32 0.0188 0.0 38.984 0.732 Vel = 4.67 179 -25.13 2.635 0.0 10.950 24.106 to 120.0 0.0 0.0 0.0 0 178 54.19 0.0092 0.0 10.950 0.101 Vel= 3.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Simplex Grinnell Page 11 • PALOMAR AIRPORT BLDG B peaked area Date 012208 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 178 -25.30 2.635 0.0 14.040 24.207 to 120.0 0.0 0.0 0.0 177 28.89 0.0029 0.0 14.040 0.041 Vel = 1.70 177 0.0 1.38 4E 12.0 151.870 24.248 to 120.0 21 12.0 24.000 0.0 141 28.89 0.0676 0.0 175.870 11.884 Vel = 6.20 0.0 28.89 36.132 K Factor = 4.81 176 -69.95 1.38 0.0 6.750 19.770 to 120.0 0.0 0.0 0.0 174 -69.95 -0.3471 0.0 6.750 -2.343 Vel = 15.00 174 0.0 1.38 iT 6.0 3.350 17.427 to 120.0 0.0 6.000 0.0 171 -69.95 -0.3470 0.0 9.350 -3.244 Vel = 15.00 171 41.19 1.38 1E 3.0 5.470 14.183 to 120.0 0.0 3.000 0.0 -28.76 -0.0671 0.0 8.470 -0.568 Vel = 6.17 • 165 165 0.0 1.38 0.0 8.160 13.615 to 120.0 0.0 0.0 0.0 164 -28.76 -0.0669 0.0 8.160 -0.546 Vel = 6.17 164 17.99 1.38 2E 6.0 13.450 13.069 to 120.0 -- 0.0 6.000 0.0 156 -10.77 -0.0109 0.0 19.450 -0.212 Vel = 2.31 156 17.90 1.38 0.0 9.020 12.857 to 120.0 0.0 0.0 0.0 154 7.13 0.0051 0.0 9.020 0.046 Vel = 1.53 154 17.84 1.38 0.0 3.470 12.903 to 120.0 0.0 0.0 0.0 150 24.97 0.0516 0.0 3.470 0.179 Vel = 5.36 150 -31.58 1.38 0.0 5.000 13.082 to 120.0 0.0 0.0 0.0 148A -6.61 -0.0044 0.0 5.000 -0.022 Vel = 1.42 148A 18.02 1.38 0.0 8.000 13.060 to 120.0 0.0 0.0 0.0 148 11.41 0.0121 0.0 8.000 0.097 Vel = 2.45 148 18.10 1.38 0.0 10.000 13.157 to 120.0 0.0 0.0 0.0 148B 29.51 0.0703 0.0 10.000 0.703 Vel = 6.33 148B 19.04 1.38 3E 9.0 77.660 13.860 K Factor@ node E001 to 120.0 iT 6.0 15.000 0.0 140 48.55 0.1766 0.0 92.660 16.360 Vel = 10.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Simplex Grinnell Page 12 • PALOMAR AIRPORT BLDG B peaked area Date 012208 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point 01 Pf/Ft Eqv. Ln. Total Pf Pn 140 to 139 0.0 48.55 2.635 120.0 0.0076 0.0 0.0 0.0 10.620 0.0 10.620 30.220 0.0 0.081 139 53.04 2.635 0.0 11.740 30.301 to 120.0 0.0 0.0 0.0 138 101.59 0.0296 0.0 11.740 0.348 138 25.79 2.635 0.0 10.890 30.649 to 120.0 0.0 0.0 0.0 137 127.38 0.0451 0.0 10.890 0.491 137 21.99 2.635 3E 24.711 21.000 31.140 to 120.0 0.0 24.711 0.0 143 149.37 0.0605 0.0 45.711 2.766 143 23.50 2.635 0.0 12.160 33.906 to 120.0 0.0 0.0 0.0 142 172.87 0.0793 0.0 12.160 0.964 Vel = 2.86 Vel = 5.98 Vel = 7.49 Vel = 8.79 VeI= 10.17 142 25.30 2.635 to 120.0 S 141 198.17 0.1021 141 28.89 2.635 to 120.0 TORB 227.06 0.1313 TORB 0.0 2.635 to 120.0 BORl 227.06 0.1313 BOR1 0.0 4.26 to 120.0 BOR 227.06 0.0127 0.0 227.06 BOR 227.06 6.16 to 140.0 UG3 227.06 0.0016 0.0 227.06 BORC 0.0 4.1 to 140.0 UG2 0.0 0.0 0.0 0.0 BORA 0.0 4.1 140.0 UG4 0.0 0.0 0.0 12.360 0.0 0.0 0.0 12.360 2E 16.474 31.050 0.0 16.474 0.0 47.524 1E 8.237 20.000 lB 9.61 17.847 0.0 37.847 1E 13.167 5.000 0.0 13.167 0.0 18.167 1E 20.084 38.830 iT 43.037 113.331 1G 4.304 152.161 iS 45.906 2E 29.067 23.450 1 29.067 58.134 0.0 81.584 3E 43.601 83.450 0.0 43.601 0.0 127.051 34.870 0.0 1.262 Vel = 11.66 36.132 0.0 6.240 Vel = 13.36 42.372 12.229 * Fixed loss = 4 4.970 Vel = 13.36 59.571 0.0 0.230 Vel = 5.11 59.801 K Factor = 29.36 59.801 0.433 0.240 Vel = 2.44 60.474 K Factor = 29.20 60.972 0.0 0.0 Vel =O 60.972 K Factor =0 60.474 0.0 0.0 Vel =0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Simplex Grinnell Page 13 PALOMAR AIRPORT BLDG B peaked area Date 012208 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point 01 Pt/Ft Eqv. Ln. Total Pt Pn UG4 to UG3 0.0 0.0 6.16 140.0 0.0 0.0 0.0 0.0 165.250 0.0 165.250 60.474 0.0 0.0 UG3 227.06 6.16 2E 40.168 232.250 60.474 to 140.0 1 43.037 83.205 0.0 UG2 227.06 0.0016 0.0 315.455 0.498 UG2 0.0 6.16 lZaj 0.0 3.700 60.972 to 140.0 0.0 0.0 6.987 BFP 227.06 0.0016 0.0 3.700 0.006 BFP to UG1 100.00 327.06 6.16 140.0 0.0031 2E 40.168 0.0 0.0 20.290 40.168 60.458 67.965 0.0 0.187 UG1 0.0 12.34 1E 42.195 176.830 68.152 to 140.0 0.0 42.195 2.599 TEST 327.06 0.0001 0.0 219.025 0.023 0.0 327.06 70.774 Vel = 2.44 * Fixed loss = 6.987 Vel = 2.44 Qa = 100 Vel = 3.52 VeI= 0.88 K Factor = 38.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Ii - - Fire Protection by Computer Design Simplex Grinnell 3658 Ruffin Road South San Diego, CA 92123 858-740-0100 Job Name PALOMAR AIRPORT BLDG C Building : Building C Location : Palomar Airport Rd. System 1 Contract Data File : PALOMAR AIRPORT BLDG C.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S S Simplex Grinnell Page 1 PALOMAR AIRPORT BLDG C Date 012308 Hydraulic Desiqn Information Sheet Name - Palomar McClelland Airport Date - 1-22-08 Location - Palomar Airport Rd. Building - Building C System No. - 1 Contractor - Contract No. - Calculated By - Bill Boyd Drawing No. - FP2.0 Construction: ( ) Combustible (XX) Non-Combustible Ceiling Height - Varies Occupancy - Airport Restraunt Seating area S (XX) NFPA 13 (XX) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/NozzlE Density - .10 (XX) Wet Make TYCO D Area Per Sprinkler - 225 Max ( ) Dry Model TY-FRB E Elevation at Highest Outlet - 20.00 ( ) Deluge Size 1/2 S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 265.942 Press Required - 34.1592 At Node BOR Summary C-Factor Used: 120 Overhead 140 Underground Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - 5-30-07 Cap. - Time of Test - 9 am Rated Cap.- Elev.- Static Press - 99 8 Press - Residual Press - 92 Elev. - Well Flow - 1455 Proof Flow Elevation - 0 Location - 2006 Palomar Airport Rd. Outside Carlsbad Airport Source of Information - City of Carlsbad Fire Prevention Commodity Class Location Storage Ht. Area Aisle W. Storage Method: Solid Piled % Palletized % Rack - ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non Mult. Row ( ) Open Shelf Flue Spacing Clearance:Storage to Ceiling Longitudinal Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 *A S U P P L Y C 0 M N SR TA O C R K A G E S Wate *ply Curve (C) .., . Simplex Grinnell Page 2 PALOMAR AIRPORT BLDG C Date 012308 City Water Supply: Demand: Cl - Static Pressure : 99 Dl - Elevation : 11.261 02 - Residual Pressure: 92 D2 - System Flow : 256.552 C2 - Residual Flow : 1455 D2 - S~Adj sm Pressure : 49.898 Hose City ________Hose Demand) : 100 D3 - System Demand : 356.552 Safety Margin : 48.583 150 140 130 p 12 R11° Cl E10° - p S90 s 80 -- u 7° R6° E50 40 30 20 10 - D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N ,1 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittined Summary Simplex Grinnell Page 3 PALOMAR AIRPORT BLDG C Date 012308 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E 90 Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S Generic Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaj Ames 5000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD Simplex Grinnell Page 4 PALOMAR AIRPORT BLDG C Date 012308 -O Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rn. S201 20.0 5.6 7.0 na 14.82 0.1 120 7.0 S202 20.0 5.6 7.0 na 14.82 0.1 120 7.0 224 20.0 5.6 8.66 na 16.48 0.1 120 7.0 222 20.0 5.6 8.87 na 16.68 0.1 120 7.0 203 20.0 5.6 7.31 na 15.14 0.1 120 7.0 208 20.0 5.6 8.01 na 15.85 0.1 120 7.0 204 20.0 5.6 7.36 na 15.2 0.1 120 7.0 209 20.0 5.6 8.07 na 15.91 0.1 120 7.0 219 20.0 9.22 na 202 20.0 5.6 7.55 na 15.38 0.1 120 7.0 207 20.0 5.6 8.27 na 16.1 0.1 120 7.0 215 20.0 9.44 na 225 20.0 K= K@ EQ01 10.28 na 16.67 201 20.0 5.6 7.94 na 15.78 0.1 120 7.0 206 20.0 5.6 8.7 na 16.51 0.1 120 7.0 223 20.0 5.6 8.6 na 16.42 0.1 120 7.0 217 20.0 9.16 na 218 20.0 10.28 na 220 20.0 10.35 na 216 20.0 10.6 na 200 20.0 K= K@ EQ01 8.12 na 14.82 205 20.0 K= K @ EQ02 8.68 na 16.0 210 20.0 K= K@ EQ02 9.25 na 16.51 211 20.0 11.02 na 221 20.0 5.6 9.33 na 17.1 0.1 120 7.0 213 20.0 9.93 na 14 20.0 11.14 na 02 12 20.0 12.98 na ORC 0.0 28.35 na BORB 0.0 40.26 na BOA 0.0 38.58 na BORA 0.0 40.26 na UG4 0.0 40.26 na UG3 0.0 40.26 na UG2 0.0 40.26 na BFP 0.0 47.05 na 100.0 UG1 0.0 47.27 na TEST -6.0 49.9 na The maximum velocity is 15.09 and it occurs in the pipe between nodes 212 and TORC S Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Simplex Grinnell Page 5 •PALOMAR AIRPORT BLDG C Date 012308 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn S201 14.82 1.049 1T 5.0 10.000 7.000 K Factor = 5.60 to 120.0 0.0 5.000 0.0 EQ01 14.82 0.0747 0.0 15.000 1.121 Vel= 5.50 0.0 14.82 8.121 K Factor = 5.20 S202 14.82 1.049 1 5.0 1.000 7.000 K Factor= 5.60 to 120.0 0.0 5.000 0.0 EQ02 14.82 0.0747 0.0 6.000 0.448 Vel = 5.50 0.0 14.82 7.448 K Factor = 5.43 224 16.48 1.049 1 5.0 1.160 8.658 K Factor = 5.60 to 120.0 0.0 5.000 0.0 219 16.48 0.0909 0.0 6.160 0.560 Vel = 6.12 0.0 16.48 9.218 K Factor = 5.43 222 16.68 1.049 iT 5.0 1.160 8.871 -- K Factor= 5.60 Sto 215 16.68 120.0 0.0930 0.0 0.0 5.000 6.160 0.0 0.573 Vel = 6.19 0.0 16.68 9.444 K Factor = 5.43 - 203 15.14 1.049 0.0 9.000 7.313 K Factor = 5.60 to 120.0 0.0 0.0 0.0 20815.140.0779 0.09.000 0.701 Vel =5.62 208 15.86 1.38 iT 6.0 8.830 8.014 K Factor= 5.60 to 120.0 0.0 6.000 0.0 21731.00.0769 0.014.830 1.141 Vel =6.65 - 0.0 31.00 9.155 K Factor= 10.25 204 15.20 1.049 0.0 9.000 7.364 K Factor = 5.60 to 120.0 0.0 0.0 0.0 209 15.20.0783 0.09.000 0.705 Vel =5.64 209 15.90 1.38 1 T 6.0 8.830 8.069 K Factor = 5.60 to 120.0 0.0 6.000 0.0 219 31.1 0.0775 0.0 14.830 1.149 VeI= 6.67 - 219 16.48 1.38 iT 6.0 0.660 9.218 to 120.0 0.0 6.000 0.0 220 47.580.1700 0.06.660 1.132 Vel = 10.21 0.0 47.58 10.350 KFactor = 14.79 202 15.38 1.049 0.0 9.000 7.548 K Factor = 5.60 So120.0 0.0 0.0 0.0 207 15.38 0.0800 0.0 9.000 0.720 Vel = 5.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Simplex Grinnell Page 6 PALOMAR AIRPORT BLDG C Date 012308 S Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 207 16.11 1.38 iT 6.0 8.830 8.268 K Factor = 5.60 to 120.0 0.0 6.000 0.0 215 31.49 0.0793 0.0 14.830 1.176 Vel = 6.75 215 16.68 1.38 1 6.0 0.660 9.444 to 120.0 0.0 6.000 0.0 216 48.17 0.1739 0.0 6.660 1.158 Vel = 10.33 0.0 48.17 10.602 K Factor = 14.79 225 16.67 1.049 1 5.0 3.000 10.277 K Factor@ node EQ01 to 120.0 0.0 5.000 0.0 211 16.67 0.0929 0.0 8.000 0.743 Vel= 6.19 0.0 16.67 11.020 K Factor = 5.02 201 15.78 1.049 0.0 9.000 7.940 K Factor = 5.60 to 120.0 0.0 0.0 0.0 206 15.78 0.0839 0.0 9.000 0.755 - Vel = 5.86 16.51 1.38 1 6.0 8.830 8.695 K Factor= 5.60 S206 o 120.0 0.0 6.000 0.0 21332.290.0831 0.0 14.830 1.232 Vel =6.93 0.0 32.29 9.927 KFactor = 10.25 223 16.42 1.049 1 5.0 1.160 8.599 K Factor= 5.60 to 120.0 0.0 5.000 0.0 21716.420.0903 0.0 6.160 0.556 Vel =6.10 217 31.00 1.38 1 6.0 0.660 9.155 to 120.0 0.0 6.000 0.0 218 47.420.1691 0.0 6.660 1.126 Vel =10.17 218 0.0 2.635 0.0 9.620 10.281 to 120.0 0.0 0.0 0.0 22047.420.0072 0.09.620 0.069 Vel = 2.79 220 47.58 2.635 0.0 9.620 10.350 to 120.0 0.0 0.0 0.0 216 95.00.0262 0.0 9.620 0.252 Vel =5.59 216 48.17 2.635 0.0 9.620 10.602 to 120.0 0.0 0.0 0.0 214 143.170.0560 0.09.620 0.539 Vel =8.42 0.0 143.17 11.141 KFactor= 42.89 200 14.82 1.049 0.0 7.500 8.121 K Factor@ node EQ01 to 120.0 0.0 0.0 0.0 0 05 14.82 0.0747 0.0 7.500 0.560 Vel = 5.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Simplex Grinnell Page 7 PALOMAR AIRPORT BLDG C Date 012308 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn 205 15.99 1.38 0.0 7.500 8.681 K Factor@ node EQ02 to 120.0 0.0 0.0 0.0 210 30.81 0.0761 0.0 7.500 0.571 Vel = 6.61 210 16.51 1.38 iT 6.0 4.500 9.252 -- K Factor@ node EQ02 to 120.0 0.0 6.000 0.0 211 47.32 0.1684 0.0 10.500 1.768 Vel = 10.15 211 16.67 1.38 1 6.0 0.660 11.020 to 120.0 0.0 6.000 0.0 212 63.99 0.2943 0.0 6.660 1.960 Vet = 13.73 0.0 63.99 12.980 K Factor= 17.76 - 221 17.10 1.049 1 5.0 1.160 9.327 K Factor= 5.60 to 120.0 0.0 5.000 0.0 213 17.1 0.0974 0.0 6.160 0.600 Vet = 6.35 213 32.29 1.38 iT 6.0 0.660 9.927 to 120.0 0.0 6.000 0.0 214 49.39 0.1823 0.0 6.660 1.214 Vel = 10.59 214 143.17 2.635 0.0 19.000 11.141 to 120.0 0.0 0.0 0.0 212 192.56 0.0968 0.0 19.000 1.839 Vet = 11.33 212 63.99 2.635 1E 8.237 16.070 12.980 to 120.0 iT 16.474 24.711 8.662 TORC 256.55 0.1646 0.0 40.781 6.712 Vet = 15.09 TORC 0.0 2.635 1E 8.237 20.000 28.354 to 120.0 1 B 9.61 17.847 4.000 * Fixed loss = 4 BOR 256.55 0.1646 0.0 37.847 6.230 Vel = 15.09 0.0 256.55 38.584 K Factor = 41.30 BORB 0.0 4.1 1E 14.534 38.830 40.258 to 140.0 iT 29.067 43.601 0.0 UG3 0.0 0.0 0.0 82.431 0.0 Vel = 0 0.0 0.0 40.258 K Factor = 0 BOA 256.55 4.1 to 140.0 UG2 256.55 0.0144 0.0 256.55 BORA 0.0 4.1 OUG4 140.0 0.0 0.0 2E 29.067 23.450 38.584 1 29.067 93.015 0.0 1G 2.907 116.465 1.674 iS 31.974 40.258 3E 43.601 83.450 40.258 0.0 43.601 0.0 0.0 127.051 0.0 Vet = 6.23 K Factor = 40.43 Vel = 0 Computer Programs by Hydratec inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Simplex Grinnell Page 8 PALOMAR AIRPORT BLDG C Date 012308 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "0" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn UG4 0.0 6.16 0.0 165.250 40.258 to 140.0 0.0 0.0 0.0 UG3 0.0 0.0 0.0 165.250 0.0 Vel = 0 UG3 0.0 6.16 2E 40.168 232.250 40.258 to 140.0 1 43.037 83.205 0.0 UG2 0.0 0.0 0.0 315.455 0.0 Vel = 0 UG2 256.55 6.16 lZaj 0.0 3.700 40.258 to 140.0 0.0 0.0 6.787 * Fixed loss = 6.787 BFP 256.55 0.0019 0.0 3.700 0.007 Vel = 2.76 BFP 100.00 6.16 2E 40.168 20.290 47.052 Qa= 100 to 140.0 0.0 40.168 0.0 UG1 356.55 0.0036 0.0 60.458 0.220 Vel = 3.84 UG1 0.0 12.34 1E 42.195 176.830 47.272 to 140.0 0.0 42.195 2.599 TEST 356.55 0.0001 0.0 219.025 0.027 Vel = 0.96 0.0 - 356.55 49.898 K Factor = 50.48 [] Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I 1 of 2 Tol-Brace Seismic Calculations LProject Simplex Grinnell PALOMAR AIRPORT ress 3568 Ruffin Rd South PALOMAR RD C. r r r San ulego, I C-16: 802591 CARLSBAD, CA - (858)740-0100 Job # Calculations based on 2007 NFPA Pamphlet #13 Brace Information Tolco Brace Components Tolco Component Fig. Number Adjusted Load Maximum Spacing 40'-O" (12.32m) Fig. 1000 Clamp 1425 lbs. (646 Kg.) 7 0 (2.2m)— Length of Brace Fig. 909 No-Thread Swivel 1955 lbs. (887 Kg.) Bracing Material 1 Sch.40 *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for To/co components only. Angle from Vertical g e 45 °Min Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11mm) Assembly Detail L/R Value - 200 Maximum Horizontal Load 2499 lbs. (iJ4Kg.) TOLCO FIG. 909 NO-THREAD SWIVEL SWAY BRACE ATTACHMENT TOLCO FIG. 10OO * FAST CLAMP Fastener Information STERAL FPE aenerOrientation __NFPATypeE Type Bolt BRACE Diameter -3/8n. 45°Min From Vertical Length NIA Detail #3212 Brace Identification on Plans LATERAL BRACE Maximum Load Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Calculated Load 1 V4730mm) Schedule 40 . 1"('25mm) Schedule 4OPioe ---.-_320 ft. pj 60 ft. mJ_ 563 lbs. 74 lbs. (.iKL.. __.2.( Schedule 1Q?Jp.___ 40 ft. 141 __. 117 lbs. (52. KK9 Percentage added for Fittings and Sprinklers __-- Total Adjusted Load of all pipe within Zone of Influence 894 lbs.(406Kg.) JW-Brace Version 5.1.67) 2 of 2 Tol-Brace Seismic Calculations For S PALOMAR AIRPORT 0 TcJ cO PALOMAR RD Job# a brand ofllCD Brace Identification LATERAL BRACE Brace Type (Per NFPA#13) NFPA Type E Spacing of Brace 40 Ft.(12m) Orientation of Brace Lateral Bracing Material 1 Sch.40 Length of Brace 7Ft. (2m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 450 Type of Fastener 3/8n. (10mm) In. Bolt Length of Fastener N/A In. Length of Fastener N/A Summary of Pipe within Zone of Influence 21/2 inch Sch. 10 40 Feet (12m) 11/4 inch Sch. 40 320 Feet (98m) 1 inch Sch. 40 60 Feet (18m) G-Factor Used 0.6 Allowance for Heads and Fittings 0.15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 894 lbs.(406Kg.) S Material Capacity 2498.9683660506 Ibs.(1 134Kg.) Fastener Capacity 1200 Ibs.(544Kg.) Fig. 1000 Clamp 1425 lbs.(646Kg.) Fig.909 No-Thread Swivel 1955 Ibs.(887Kg.) Structural Member: BARJOIST* Calculations prepared by BB *The cescription of the Structural Member is for informational purposes Only. 101-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-3race 5.1 visit us at .tolco.com 0 I 1 of 2 Tol-Brace Seismic Calculations Project Simplex Grinnell ddress. PALOMAR AIRPORT 3568 Ruffin Rd South a brand of RJ 0 OCEY PALOMAR RD San Diego, CA 92123 C-16: 802591 CARLSBAD, CA (858)740-0100 Job # Calculations based on 2007 NFPA Pamphlet #13 Brace Information Tolco Brace Components 40'-O" (12.32m) Tolco Component Fig. Number Adjusted Load Maximum Spacing Fig.4 Clamp 279 lbs. (127 Kg.) Length of Brace 7 0 (mL Fig. 909 No-Thread Swivel 1955 lbs. (887 Kg.) Bracing Material 1" Sch.40 - Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. ng e from er1ica Angle f Vertical 450 Mm . Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (1 lmm)_ Assembly Detail L/R Value 200 TOLCO FIG. 909 NO-THREAD SWIVEL Maximum Horizontal Load 2499 lbs. (iiMKg.) SWAY BRACE ATTACHMENT A STEEL PIPE LATERAL BRACE Fastener Information TOLCO FIG. 4A ' PIPE CLAMP FOR SWAY BRACING Fastener Orientation Type Bolt Diameter 45°Min. From Vertical Length Detail #1212 Brace Identification on Plans LONGITUDNAL Maximum Load l?PQ lbs. ±54iKg) Orientation of Brace Longitudinal Load Information Size and Type of Pipe Total Length Total Calculated Load 2!12(mm) Schedule 10 Pipe _Percentage ddç9'JoJ_Fittings and Sprinklers 40 ft. (12.2m)i41ibs.'65Kg) 21Jbs.(962Kgj 15% ) Total Adjusted Load of all pipe within Zone of Influence 163 Ibs.(74Kg.) 'I-Brace Version 5.1.671 2 of 2 Tol-Brace Seismic Calculations For 0 PALOMAR AIRPORT PALOMAR RD Job # rou a brand offl Brace Identification Brace Type (Per NFPA#13) Spacing of Brace Orientation of Brace Bracing Material Length of Brace Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Length of Fastener LONGITU DNAL NFPA Type E 40 Ft.(12m) Longitudinal 1" Sch.40 7Ft. (2m) 200 450 3/8n. (10mm) In. Bolt N/A In. N/A Summary of Pipe within Zone of Influence 21/2 inch Sch. 10 40 Feet (12m) G-Factor Used 0.6 Allowance for Heads and Fittings 0.15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 163 lbs.(74Kg.) Material Capacity 2498.9683660506 lbs.(1 134Kg.) Fastener Capacity 1200 lbs.(544Kg.) • Fig.4 Clamp 279 lbs.(127Kg.) Fig.909 No-Thread Swivel 1955 Ibs.(887Kg.) Structural Member: BARJOIST* Calculations prepared by BB The description of the Structural Member is for informational purposes only. 101-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tot-Brace 5.1 visit us at .tOtCO.COm C Conterminous 48 States 2006 International Building Code Latitude = 33.07 Longitude = -117.16 Spectral Response Accelerations Ss and Si Ss and Si = Mapped Spectral Acceleration Values Site Class B- Fa=1.0,Fv=i.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.041 (Ss, Site Class B) 1.0 0.388 (Si, Site Class B)