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HomeMy WebLinkAbout2271 COSMOS CT; ; AS07017410/6/2020 AS070174 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS070174 Job Address: 2271 COSMOS CT Status: ISSUED Permit Type: SPRINK Applied 7/3/2007 Parcel No: 2130504100 Approved: 7/3/2007 Lot #: 0 Reference No.: Issued: 7/3/2007 PC #: Inspector: Project Title: RESPIRONICS 3 FIRE SPRINKLER INSPECTIONS @ $62/EA Applicant: WESTERN FIRE PROTECTION 12232 THATCHER CT POWAY CA 858-513-4949 Owner: KOCH INVESTMENTS L P 12 CHURCHILL LN RANCHO MIRAGE CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 186 0 186 0 1/1 0 I r L L. L L U Aso lo I -H- 06/29/2007 15:27 8585131322 WESTERN FIRE PROTECT PAGE 02/84 x1 I ED. VIC UP1ZE PIPE TO 2' . Ø 0 -.- •.. - .. . -Q -ADD NEW UPRIGHT 1W. ALL FIR PROPER COVW! j-INEW MECH. TEE / T'VP.Ni xt•' ED. VIC TYP. • JPSIZE PIPE TO 2' C 2xV' I IED. VIC YP JSIZC PIPE TO 2 ;i ik --a--- -° Iwr —o- - FJ NEW MECH. TEE / ITVP.ALL 119 -S 2*4 SUB PURL 2i1' lID. VIC 4' INSULATION p-IN 7BY W B/U ROOF r' TIED. VIC BPNIGHUNE SM NEVWC VF'RIGflT FV. ALL M MOM COVERAGE DETAIL A MM.TEE 2x1 VIC TW.1.IPSIZf PIPE 10 2' 2x1' MEW NEON. lEE uPII S17 KYUGHT '1 I II%4*& --r Al '• -MEG" TE]E.. TYP. ALL ,3' ç4? i II r o •• . .II 0 10 0 10 0 L 10-0' II 6 8 FOR CONSTRUCTION PROJECT: SWAY BRACE LAYOUT JOB NO; C2172 -. • -- - Western Fire Protection, Inc. LOCATiON: RESPIRONICS SCALE: NONE 2271 COSMOS COURT DRAWN W. C. FK'rE W 12232 THATCHER COURT PH; (858)513 494!) CARLSBAD, CALIFORNIA 92011 DA1L 29 JUNE 07 POWAY. Ck92064 FX: (858)513.1322 ______________________________________ _______ CONTRACTORS LICENSE C-tO 0535030 . - - SHECT. 1Tfl.E: - SWAY BRACE LAYCIUT - IOF 2 - LI UL- 06/29/2007 15:27 8585131322 WESTERN FIRE PROTECT PAGE 03/04 SWAY BRACE CALUIC'S WOOD CALCULATED PER NFPA STANDARD N13.13,2002 EDITION TIA 02-1 #1 LATERAL BRACE @ MAIN MAXIMUM 01917ANC-b VIETWEEN BRACES ....12.01 FEET (LATERAL) #2 LOIGITUbINAL BRACE (5' MAIN FEET (LONGITUDINAL) :777 m BRACE INFORMATION TABLE: 9,3.5.8.9(c) FASTENER INFORMATION FIGURE: 9.3.E.9,1 TYPE OF BRACE: Sch4O FASTE '(ER TYPE: Through Bolt DIAMETER or BRACE: 1.1 DAME rER & LNTH 1/2' x 5' MAX. LENGTH OF BRACE 1O-6' ATIAC:IMENTTC): Wood Beam ANGLE OF BRACE 450 - 59 INGI4 IN TIMBER: 35/8' In. LEAST RADIUS OF GYRA1'CN: 042 - MIN, C !PTII OF IDLE: N/A in. LS'R VALUE: 300 ORIENATION OF .59 CONNC11N3 SURFACE* ($45 (TABU!: 0.4,5,9) MAX. HORIZONTAL WAD ON BRACE' 1.111 .00 lbs. MRXIIIIJIM LOAD -- 350.0 lbs. BRACE ATTACHMENT JI MAKE: TOLCO _- 4xVOODEEMIUuMM MODEL: Fig. 10M IM 05 Or ROT. M$&wABH0P USTED LOAD RATING* 2015.00 TABLE 93.5.10.30(B) 45'-SW . 1.414 FIG.= EFI1ThQ I 1425.0 lbs. v$CIt4op,pecrP -- BACEATYACNMN1d'2 7,_M0FRS7AUED MAKE' TOLCO UPWARD UFT MODEL, Fig. 980 ------PIPE PMTGISMIPWJ LISTED LOAD RATING, 2765,00 TABLE 9.3.5.10430@45"-59" j. 1.414 LATERAL MAY BRACE #2 1955.5 lbs. SPRINKLER SYSTEM LOAD cALi:uLATIoN wl WATER DIAMETER TYPE ' LENGTH 1/2WEIClHT(Ibe.)_-- TOTAL WEIGHT (IbA.) 6" Main S.CHEDULEIO -0-O" 11.52_ --- 0.0 4_ Main SCHEDULE 7 io'-a' 5.43 54.3 - 3'_Main SCHEDULE 7 0"O. 0.0 21/2"Main SCHEDULE 7 0-0" 2.55_ -- 0.0 2_ Lines SCHEDULE 30 35'4' 2.28 -- 79.8 1112'Lines SCHEDULE30 -65'4' 1.61 -- 104.7 1114'Unes SCHEDULE 30 -0-0' 1.27 --- -0.0 1" Lines I SCHEDULE 30 I 30'O"_ 0.78 23.4 PIPE TOTAL. -262.2 F luNGS x 1.15 39.3 A11CHMNT#1 1955.5 ATTCMMNT #2 1425.0> BRACE 1111.0>FATENER 350:0> 301.5 lbs. FOR CONSTRUCTION ( SWAY BRACE CALCULATION (JOB NO: C21721 I Western Fire Protection, Inc. 12ZU THATCHER COURT PH: (858)513-4949 POWAY, CA. 92064 FX: (858)513-1322 CONThACTOR'S LICENSE 0-18 0588039 LOCATION: RESPJRONICS 2211 COSMOS CDUH CARLSBAD, CALIFORNIA 930111 SWAY BRACE CALCULATIONS (WOOD) NONE AWN or. C. ritYr DA1t 29 JUNE 07 SHEEI 10r2 FP-1 S 06/29/2007 15:27 8585131322 WESTERN FIRE PROTECT PAGE @4/04 SWAY BRACE CALC'S 110, WOOD CALCULATED PER NFPA STANDARD NO. 13,2002 EDITION TIA 02-1 #1 LATERAL SRA.CE@MPJN MAXIMUM DISTANCE BETWEEN BRACES - FEET FEET (LATERAL) #2 LO'JGflUDINAL BRACE @ MAIN 20L FEET (LONGITUDINAL) BRACE INFORMATlO!.. TABLE: 93.5.89(c) FASTENER INFORMATION FIGURE: 9.36.9.1 TYPE OF BRACR Sch AQ FA$TE.'IER ry: Ihtouh Bolt - DIAMETER OF BRACE: •1" DAME rGR & LENGTH 1/2' x 5" MAX. LENGTH OF BRACE: IU-61 A17AC:.IMENT70: Wood Beam ANGLE OF BRACE: 456 -699 LENGH IN TIMBER: 2 5/54. in LEAST RADIUS OF GYF%ATQN: OA2 -- MIN. C EPTH OF HOLE: N/A in. L/R VALUE: 200 ORIEN"AflON 01 (e) 45°-5 CONNECTING SURFACE; IA6U: 04.9.9) MAX. HORIZONTAL LOAD ON BRACE: 1.111.00 lbs. MAXIM Al LOAD: 350.0 lbs. BRACE ATTACHMENT #1 MAKE: TOLCO MODEL- Fla. 4A& 1000 LISTED LOAD RATING; 2015.00 Ire' . TABLE 9.3.5.*30@ 49.59* .. 1.414 F17 9EQ9rI1NGr(P...- lz = 1425.0 lbs. •-•_ , ..Y w I BRACE ATTACHMENT #2 MAT= NSTALIED REW MAKE: TOLCO jjo uvcu MODEL Fla. 980 LISTEb LOAD RATING: 2765.00 LPJ TABLE 938.10.30045'-SB' .- 1.414 O N,TUDINAL SWAY BRACE #1 =1955.5 lbs. - SPRINKLER SYSTEM LOAD cAL(uLATlo N wl WATER DIAMETER TIPE LENGTH 112 Obe)_- TOTAL WEIGHT Oba.) 6' Main - SCHEDULE 10 01-O 11.52 - 0.0 - IV, Main SCHEDULE 7 40-0' 5.43 -- -217.2 - 2'Mein SCHEDULE__- O0 3.59 0.0 21/2"Main SCHEDULE 7 -. 0-0" 2.55 0.0 z' Lines SCHEDULE 20 0-0' 2.28 0.0 11/2_Lines SCHEDULE 30 0'-0'- 1.61 0.0 11/4'Lines SCHEDULE 30 - O'-O' 1.27 -- 0.0 1- Lines I SCHEDULE 30 -(Y-0' 0.78_ -- 0.0 PIPE TOTAL = 217.2 FIlliNGS x 1,15 = 32.6 ATTCHMNT#1 1955.5 ATTCHMNT#2 _142s.0 > BRACE 1111.0> FA.TENER .350.0> 249.8 lbs. FOR CONSTRUCTION PRWET SWAY BRACE CALCULATION °° C2172 LOCATION: SCALE NO NE Western Fire Protection, Inc. RESPIRONIcS DRAWN C. PRYE 2271 COSMOS COURT w 12232 THATCHER COURT PH: (8.58)013-4949 CARLSBAD, CAL,FOI:NIA 92011 JUNE 07 POWAY. CA. 92084 FX: (858)613-1322 ______________________________________ CONTRACTORS LICENSE C15 0598030 SHEET: I - -Tm.E:SWAY BRACE CALCULATIONS (WOOD) 20i' 2 F P2 WESTERN FIRE PROTECTION, INC. 12232 THATCHER COURT POWAY, CA 92064 HYDRAULIC CALCULATIONS FOR RESPIRONICS DENSITY UPGRA 2271 COSMOS COURT CARLSBAD, CA "FILE NUMBER: C-2172 DATE:' JUN 20, 2007 1• Op, POvEO O APPROVED AS NOTED O NOT APPROVED, RESUBMIT CHECKING IS ONLY FOR COFO1A WITH THE DESIGN CONCEPT JF THE PROJEcT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR W(ENSIONS TO BE CONgRMED AND CORRELATED AT THE JOB SITE 00 FOR COORDINATION OF THE WORK OF ALL TRADES. -DESIGN DATA- OCCUPANCY CLASSIFICATION: AREA OF APPLICATION: 15 SPR @ 22PS1 STARTING PRESSURE SPR SPEC TABLE 3 COVERAGE PER SPRINKLER: 100 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 15 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1209.8 gpm TOTAL WATER REQUIRED (including hose) : 1959.8 gpm FLOW AND PRESSURE (@ BR) : 1209.8 gpm @ 70.2 psi SPRINKLER NPT SIZE: 3/4 inch NAME OF CONTRACTOR: WESTERN' FIRE PROTECTION, INC DESIGN/LAYOUT BY: B. AUSTIN AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT CONTRACTOR CERTIFICATION NUMBER: C#16-588039 , AZ #107150 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE #'50040828 HRS SYSTEMS, INC. TUCKER, GA 30084 APPRQJEAS SUBMITTED I. i F I L E C flPY I A 5 oq-o 1 -4+ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/20/2007 G:\C-2172 RESPIRONICS\CALCS\WAREHOUSE\NEW AREA 15 UPS.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 125.1 112.5 1185.0 93.1 1959.8 79.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1959.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1209.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 51 24.0 K=16.80 22.0 78.8 S2 24.0 K=16.80 22.4 79.4 S3 24.0 K=16.80 24.0 82.3 S4 24.0 K=16.80 24.0 82.2 S5 24.0 K=16.80 22.0 78.8 S6 24.0 K=16.80 22.4 79.5 S7 24.0 K=16.80 23.0 80.6 SB 24.0 K=16.80 22.6 79.9 S9 24.0 K=16.80 22.2 79.1 S1O 24.0 K=16.80 22.5 79.8 Sil 24.0 - K=16.80 24.2 82.6 S12 24.0 K=16.80 24.1 82.5 S13 24.0 K=16.80 22.5 79.6 S14 24.0 K=16.80 22.8 80.3 S15 24.0 K=16.80 25.3 84.5 1 24.0 - - - - 33.8 - - 2 24.0 - - - - 34.3 3 24.0 - - - - 36.8 - - - 4 24.0 - - - - 36.7 - - - 4A 24.0 - - -- 37.0 5 24.0 - - - - 33.8 6 24.0 ---- 34.3 7 24.0 - - - - 35.3 - - - 8 24.0 - - - - 34.7 - - - 9 24.0 - - - - 34.0 10 24.0 - - - - 34.6 - - - 11 24.0 - - - - 37.0 - - - 12 24.0 - - - - 37.0, - - - 12A 24.0 - - - - 37.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/20/2007 G:\C-2172 RESPIRONICS\CALCS\WAREHOUSE\NEW AREA 15 UPS.SDF JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 13 24.0 - - - - 3\4•5 - - - 14 24.0 - - - - 35.0 15 24.0 - - - - 38.7 - - - 15A 24.0 - - - - 39.4 - - - 16A 24.0 - - - - 42.0 - - - 17A 24.0 - - - - 42.4 - - - 18A 24.0 - - - - 45.1 - - - 19A 24.0 - - - - 44.9 - - - 20A 24.0 - - - - 46.1 - - - Al 24.0 - - - - 40.6 - - - A2 24.0 - - - - 55.4 - - - A3 24.0 - - - - 40.5 A4 24.0 - - - - 55.4 - - - A5 24.0 - - - - 40.4 - - - A6 24.0 - - - - 55.4 - - - A7 24.0 - - - - 40.2 - - - A8 24.0 - - - - 55.4 - - - Bi 23.0 - - - - 39.3 - - - B2 23.0 - - - - 57.5 - - - B3 23.0 - - - - 39.3 B4 23.0 - - - - 57.5 B5 23.0 - - - - 39.2 - - - B6 23.0 - - - - 57.5 B7 23.0 - - - - 38.9 - - - B8 23.0 - - - - 57.5 - - - T 23.0 - - - - 38.5 - - - Ti 23.0 - - - - 46.2 - - - Mi 23.0 ---- 38.5 M2 23.0 - - - - 38.5 - - - M3 23.0 - - - - 38.8 - - - M4 23.0 - - - - 39.2 - - - M5 23.0 - - - - 41.9 - - - M6 23.0 - - - - 42.3 - - - M7. 23.0 - - - - 44.3 - - M8 23.0 - - - - 44.9 - - - M9 23.0 - - - - 46.1 - - - mio 23.0 - - - - 57.5 - - - Mil 23.0 - - - - 57.6 - - - M12 23.0 - - - - 57.6 - - - M13 23.0 - - - - 57.6 M14 23.0 - - - - 57.7 - - - M15 23.0 - - - - 57.8 M16 23.0 - - - - 57.9 - - - M17 23.0 - - - - 58.0 - - - RIO 23.0 - - - - 55.3 - - - RII 23.0 - - - - 55.3 - - - R12 23.0 - - - - 55.6 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/20/2007 G:\C-2172 RESPIRONICS\CALCS\WAREHOUSE\NEW AREA 15 UPS.SDF JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) R13 23.0 - - - - 56.0 - - - R14 23.0 - - - - 56.1 - - - R15 23.0 - - - - 54.0 - - - R16 23.0 - - - - 56.5 - - - R17 23.0 - - - - 56.8 - - - TR 23.0 - - - 59.6 - - - BR 1.0 - - - - 70.2 UG1 0.0 - - - - 71.0 - - - UG2 0.0 - - - - 77.0 - - - UG3 0.0 HOSE STREAM 78.0 250.0 UG4 0.0 - - - - 79.4 - - - UG5 0.0 - - - - 79.4 - - - UG6 0.0 - - - - 79.5 - - - SRC 0.0 SOURCE 79.5 1459.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/20/2007 G:\C-2172 RESPIRONICS\CALCS\WAREHOUSE\NEW AREA 15 UPS.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -78.8 1.080 PL 2.50 PF 11.8 Si 24.0 16.8 22.0 78.8 27.6 120 FTG T PE 0:0 • 1 24.0 0.0 33.8 0.0 1.427 TL 8.26 PV Pipe: 2 -79.4 1.080 PL 2.50 PF 12.0 • S2 24.0 16.8 22.4 79.4 27.8 120 FTG T PE 0.0 2 24.0 0.0 34.3 0.0 1.449 TL 8.26 PV Pipe: 3 -82.3 1.080 PL 2.50 PF 12.8 S3 24.0 16.8 24.0 82.3 28.8 120 FTG T PE 0.0 V 3 24.0 0.,0 36.8 0.0 1.546 TL 8.26 PV Pipe: 4 -82.2 1.080 PL 2.50 PF 12.8 1p S4 24.0 16.8 24.0 82.2 28.8 120 FTG T PE 0.0 4 . 24.0 0.0 36.7 0.0 1.544 TL 8.26 PV Pipe: 5 -78.8 1.080 PL 2.50 PF 11.8 IF S5 24.0 16.8 22.0 78.8 27.6 120 FTG T PE 0.0 5 24.0 0.0 33.8 0.0 1.427 TL 8.26 PV Pipe: 6 -79.5 1.080 PL 2.50 PF 12.0 to S6 24.0 16.8 22.4 79.5 27.8 120 FTG T PE 0.0 6 24.0 0.0 34.3 0.0 1.449 TL 8.26 PV Pipe: 7 -80.6 1.080 PL 2.50 PF 12.3 1p S7 24.0 16.8 23.0 80.6 28.2 120 FTG T PE 0.0 7 24.0 0.0 35.3 0.0 1.487 TL 8.26 PV .Pipe: 8 -79.9 1.080 PL 2.50 PF 12.10 S8 24.0 16.8 22.6 79.9 28.0 120 FTG T PE 0.0 8 24.0 0.0 34.7 0.0 1.464 TL 8.26 PV Pipe: 9 -79.1 1.080 PL 2.50 PF 11.9w S9 24.0 16.8 22.2 79.1 27.7 120 FTG T PE 0.0 9 24.0 0.0 34.0 0.0 1.437 TL 8.26 PV Pipe: 10 -79.8 1.080 PL 2.50 PF 12.1w Slo 24.0 16.8 22.5 79.8 27.9 120'FTG T PE 0.0 10 24.0 0.0 34.6 0.0 1.459 TL 8.26 PV Pipe: 11 -82.6 1.080 PL 2.50 PF 12.9 511 24.0 16.8 24.2 82.6 28.9 120 FTG T PE 0.0 11 24.0 0.0 37.0 0.0 1.557 TL 8.26 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/20/2007 G:\C-2172 RESPIRONICS\CALCS\WAREHOUSE\NEW AREA 15 UPS.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 -82.5 1.080 PL 2.50 PF 12.8 c2 S12 24.0 16.8 24.1 82.5 28.9 120 FTG T PE 0.0 12 24.0 0.0 37.0 0.0 1.554 TL 8.26 PV Pipe: 13 -79.6 1.080 PL 2.50 PF S13 24.0 16.8 22.5 79.6 27.9 120 FTG T PE 0.0 13 24.0 0.0 34.5 0.0 1.454 TL 8.26 PV Pipe: 14 -80.3 1.080 PL 2.50 PF S14 24.0 16.8 22.8 80.3 28.1 120 FTG T PE 0.0 14 24.0 0.0 35.0 0.0 1.477 TL 8.26 PV Pipe: 15 -84.5 1.080 PL 2.50 PF 13.4 40> S15 24.0 16.8 25.3 84.5 29.6 120 FTG T PE 0.0 15 24.0 0.0 38.7 0.0 1.623 TL 8.26 PV Pipe: 16 -50.5 1.610 PL 149.17 PF 14.8 Al 24.0 0.0 40.6 0.0 8.0 120 FTG 2T PE 0.0 A2 24.0 0.0 55.4 0.0 0.090 TL 165.17 PV Pipe: 17 -50.6 1.610 PL 149.17 PF 14.9 A3 24.0 0.0 40.5 0.0 8.0 120 FTG 2T PE 0.0 A4 24.0 0.0 55.4 0.0 0.090 TL 165.17 PV Pipe: 18 -50.8 1.610 PL 149.17 PF 15.0 A5 24.0 0.0 40.4 0.0 8.0 120 FTG 2T PE 0.0 A6 24.0 0.0 55.4 0.0 0.091 TL 165.17 PV Pipe: 19 -51.2 1.610 PL 149.17 PF 15.2 A7 24.0 0.0 40.2 0.0 8.1 120 FTG 2T PE 0.0 A8 24.0 0.0 55.4 0.0 0.092 TL 165.17 PV Pipe: 20 -78.8 2.104 PL 10.00 PF 0.6 1 24.0 0.0 33.8 .0.0 7.3 120 FTG ---- PE 0.0 2 24.0 0.0 34.3 0.0 0.055 TL 10.00 PV Pipe: 21 -158.2 2.104 PL 7.50 PF 3.7 2 24.0 0.0 34.3 0.0 14.6 120 FTG T PE 0.4 Ml 23.0 0.0 38.5 0.0 0.201 TL 18.40 PV Pipe: 22 105.2 2.104 PL 2.50 PF 1.3 Ml 23.0 0.0 38.5 0.0 9.7 120 FTG T PE -0.4 3 24.0 0.0 36.8 0.0 0.095 TL 13.40 PV Pipe: 23 22.9 2.104 PL 10.00 PF 0.1 3 24.0 0.0 36.8 0.0 2.1 120 FTG ---- PE 0.0 4 24.0 0.0 36.7 0.0 0.006 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/20/2007 G:\C-2172 RESPIRONICS\CALCS\WAREHOUSE\NEW AREA 15 UPS.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 -59.4 2.104 PL 3.00 PF 0.3 4 24.0 0.0 36.7 0.0 5.5 120 FTG E PE 0.0 4A 24.0 0.0 37.0 0.0 0.033 TL 8.45 PV Pipe: 25 -59.4 1.610 PL 135.83 PF 17.9 4A 24.0 0.0 37.0 0.0 9.4 120 FTG ET PE 0.4 RIO 23.0 0.0 55.3 0.0 0.121 TL 147.83 PV Pipe: 26 -78.8 2.104 PL 10.00 PF 0.6 5 24.0 0.0 33.8 0.0 7.3 120 FTG ---- PE 0.0 6 24.0 0.0 34.3 0.0 0.055 TL 10.00 PV Pipe: 27 -158.3 2.104 PL 7.50 PF 3.7 6 24.0 0.0 34.3 0.0 14.6 120 FTG T PE 0.4 M2 23.0 0.0 38.5 0.0 0.201 TL 18.40 PV Pipe: 28 160.5 2.104 PL 2.50 PF 2.8 M2 23.0 0.0. 38.5 0.0 14.8 120 FTG T PE -0.4 7 24.0 0.0 35.3 0.0 0.207 TL 13.40 PV Pipe: 29 79.9 2.104 PL 10.00 PF 0.6 7 24.0 0.0 35.3 0.0 7.4 120 FTG ---- PE 0.0 8 24.0 0.0 34.7 0.0 0.057 TL 10.00 PV Pipe: 30 -79.1 2.104 PL 10.00 PF 0.6 9 24.0 0.0 34.0 0.0 7.3 120 FTG ---- PE 0.0 10 24.0 0.0 34.6 0.0 0.056 TL 10.00 PV Pipe: 31 . -158.8 2.104 PL 7.50 PF 3.7 10 24.0 0.0 34.6 0.0 14.7 120 FTG T PE 0.4 M3 23.0 0.0 38.8 0.0 0.203 TL 18.40 PV Pipe: 32 106.2 2.104 PL 2.50 PF 1.3 M3 23.0 0.0 38.8 0.0 9.8 120 FTG T PE -0.4 11 24.0 0.0 37.0 0.0 0.096 TL 13.40 PV Pipe: 33 23.6 2.104 PL 10.00 PF 0.1 11 24.0 0.0 37.0 0.0 2.2 120 FTG ---- PE 0.0 12 24.0 0.0 37.0 0.0 0.006 TL 10.00 Pv Pipe: 34 -58.9 2.104 PL 4.00 PF 0.3 12 24.0 0.0 37.0 0.0 5.4 . 120 FTG E PE 0.0 12A 24.0 0.0 37.3 0.0 0.032 TL 9.45 PV Pipe: 35 -58.9 1.610 PL 136.00 PF 17.6 12A 24.0 0.0 37.3 0.0 9.3 120 FTG ET PE 0.4 Rll 23.0 0.0 55.3 0.0 0.119 TL 148.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/20/2007 G:\C-2172 RESPIRONICS\CALCS\WAREHOUSE\NEW AREA 15 UPS.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 36 -79.6 2.104 PL 10.00 PF 0.6 13 24.0 0.0 34.5 0.0 7.3 120 FTG ---- PE 0.0 14 24.0 0.0 35.0 0.0 0.057 TL 10.00 PV Pipe: 37 -159.9 2.104 PL 7.50 PF 3.8 14 24.0 0.0 35.0 0.0 14.8 120 FTG T PE 0.4 M4 23.0 0.0 39.2 0.0 0.205 TL 18.40 PV Pipe: 38 29.0 2.104 PL 2.50 PF 0.1 M4 23.0 0.0 39.2 0.0 2.7 120 FTG T PE -0.4 15 24.0 0.0 38.7 0.0 0.009 TL 13.40 PV Pipe: 39 -55.5 2.104 PL 19.00 PF 0.7 15 24.0 0.0 38.7 0.0 5.1 120 FTG E PE 0.0 15A 24.0 0.0 39.4 0.0 0.029 TL 24.45 PV Pipe: 40 -55.5 1.610 PL 136.00 PF 15.8 15A 24.0 0.0 39.4 0.0 8.7 120 FTG ET PE 0.4 R12 23.0 0.0 55.6 0.0 0.107 TL 148.00 PV Pipe: 41 -50.9 2.104 PL 16.50 PF 0.5 MS 23.0 0.0 41.9 0.0 4.7 120 FTG E PE -0.4 16A 24.0 0.0 42.0 0.0 0.025 TL 21.95 PV Pipe: 42 -50.9 1.610 PL 136.67 PF 13.5 16A 24.0 0.0 42.0 0.0 8.0 120 FTG ET PE 0.4 R13 23.0 0.0 56.0 0.0 0.091 TL 148.67 PV Pipe: 43 . -50.2 2.104 PL 16.50 PF 0.5 M6 23.0 0.0 42.3 0.0 4.6 120 FTG E PE -0.4 17A 24.0 0.0 42.4 0.0 0.024 TL 21.95 PV Pipe: 44 -50.2 1.610 PL 136.67 PF 13.2 17A 24.0. 0.0 42.4 0.0 7.9 120 FTG ET PE 0.4 R14 23.0 0.0 56.1 0.0 0.089 TL 148.67 PV Pipe: 45 -78.9 2.104 PL 16.50 PF 1.2 M7 23.0 0.0 44.3 0.0 7.3 120 FTG E PE -0.4 18A 24.0 0.0 45.1 0.0 0.056 TL 21.95 PV Pipe: 46 . -78.9 2.104 PL 136.67 PF 8.5 18A 24.0 0.0 45.1 0.0 7.3 120 FTG ET PE 0.4 R15 23.0 0.0 54.0 0.0 0.056 TL 153.02 PV Pipe: 47 -46.0 2.104 PL 16.50 PF 0.4 M8 23.0 0.0 44.9 0.0 4.2 120 FTG E PE -0.4 19A 24.0 0.0 44.9 0.0 0.020 TL 21.95 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/20/2007 G:\C-2172 RESPIRONICS\CALCS\WAREHOUSE\NEW AREA 15 UPS.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 48 -46.0 1.610 PL 136.67 PF 11.2 19A 24.0 0.0 44.9 0.0 7.2 120 FTG ET PE 0.4 R16 23.0 0.0 56.5 0.0 0.075 TL 148.67 PV Pipe: 49 -44.1 2.104 PL 14.50 PF 0.5 M9 23.0 0.0 46.1 0.0 4.1 120 FTG T PE -0.4 20A 24.0 0.0 46.1 0.0 0.019 TL 25.40 PV Pipe: 50 -44.1 1.610 PL 137.67 PF 10.2 20A 24.0 0.0 46.1 0.0 7.0 120 FTG T PE 0.4 R17 23.0 0.0 56.8 0.0 0.070 TL 145.67 PV Pipe: 51 50.5 1.610 PL 2.50 PF 1.7 AMP Al 24.0 0.0 40.6 0.0 8.0 120 FTG 2T PE 0.4 B1 23.0 0.0 39.3 0.0 0.090 TL 18.50 PV Pipe: 52 -50.5 1.610 PL 2.50 PF 1.7 A2 24.0 0.0 55.4 0.0 8.0 120 FTG 2T PE 0.4 B2 23.0 0.0 57.5 0.0 0.090 TL 18.50 PV Pipe: 53 50.6 1.610 PL 2.50 PF 1.7 A3 24.0 0.0 40.5 0.0 8.0 120 FTG 2T PE 0.4 B3 23.0 0.0 39.3 0.0 0.090 TL 18.50 PV Pipe: 54 -50.6 1.610 PL 2.50 PF 1.7 A4 24.0 0.0 55.4 0.0 8.0 120 FTG 2T PE 0.4 B4 23.0 0.0 57.5 0.0 0.090 TL 18.50 PV Pipe: 55 50.8 1.610 PL 2.50 PF 1.7 A5 24.0 0.0 40.4 0.0 8.0 120 FTG 2T PE 0.4 B5 23.0 0.0 39.2 0.0 0.091 TL 18.50 PV Pipe: 56 -50.8 1.610 PL 2.50 PF 1.7 A6 24.0 0.0 55.4 0.0 8.0 120 FTG 2T PE 0.4 B6 23.0 0.0 57.5 0.0 0.091 TL 18.50 PV Pipe: 57 51.2 1.610 PL 2.50 PF 1.7 A7 24.0 0.0 40.2 0.0 8.1 120 FTG 2T PE 0.4 B7 23.0 0.0 38.9 0.0 0.092 TL 18.50 PV Pipe: 58 -51.2 1.610 PL 2.50 PF 1.7 A8 24.0 0.0 55.4 0.0 8.1 120 FTG 2T PE 0.4 B8 23.0 0.0 57.5 0.0 0.092 TL 18.50 PV Pipe: 59 59.4 1.610 PL 2.50 PF 2.2 M10 23.0 0.0 57.5 0.0 9.4 120 FTG 2T PE 0.0 RiO 23.0 0.0 55.3 0.0 0.121 TL 18.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 6/20/2007 G:\C-2172 RESPIRONICS\CALCS\WAREHOUSE\NEW AREA 15 UPS.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 60 58.9 1.610 PL 2.50 PF 2.2 Mil 23.0 0.0 57.6. 0.0 9.3 120 FTG 2T PE 0.0 Rll 23.0 0.0 55.3 0.0 0.119 TL 18.50 PV Pipe: 61 55.5 1.610 PL 2.50 PF 2.0 M12 23.0 0.0 57.6 0.0 8.7 120 FTG 2T PE 0.0 R12 23.0 0.0 55.6 0.0 0.107 TL 18.50 PV Pipe: 62 50.9 1.610 PL 2.50 PF 1.7 M13 23.0 0.0 57.6 0.0 8.0 120 FTG 2T PE 0.0 R13 23.0 0.0 56.0 0.0 0.091 TL 18.50 PV Pipe: 63 50.2 1.610 PL 2.50 PF 1.6 M14 23.0 0.0 57.7 0.0 7.9 120 FTG 2T PE 0.0 02000 R14 23.0 0.0 56.1 0.0 0.089 TL 18.50 PV Pipe: 64 78.9 1.610 PL 2.50 PF 3.8 MiS 23.0 0.0 57.8 0.0 12.4 120 FTG 2T PE 0.0 R15 23.0 0.0 54.0 0.0 0.205 TL 18.50 PV Pipe: 65 46.0 1.610 PL 2.50 PF 1.4 q___ M16 23.0 0.0 57.9 0.0 7.2 120 FTG 2T PE 0.0 R16 23.0 0.0 56.5 0.0 0.075 TL 18.50 PV Pipe: 66 44.1 1.610 PL 2.50 PF 1.3 M17 23.0 0.0 58.0 0.0 7.0 120 FTG 12T PE 0.0 R17 23.0 0.0 56.8 0.0 0.070 TL 18.50 PV Pipe: 67 50.5 3.260 PL 12.00 PF 0.0 B1 23.0 0.0 39.3 0.0 1.9 120 FTG ---- PE 0.0 B3 23.0 0.0 39.3 0.0 0.003 TL 12.00 PV Pipe: 68 101.1 3.260 PL 12.00 PF 0.1 slow B3 23.0 0.0 39.3 0.0 3.9 120 FTG ---- PE 0.0 B5 23.0 0.0 39.2 0.0 0.010 TL 12.00 PV Pipe: 69 151.9 3.260 PL 12.00 PF 0.3 B5 23.0 0.0 39.2 0.0 5.8 120 FTG PE 0.0 00 B7 23.0 0.0 38.9 0.0 0.022 TL 12.00 PV Pipe: 70 203.1 3.260 PL 11.00 PF 0.4 B7 23.0 0.0 38.9 0.0 7.8 120 FTG ---- PE 0.0 on T 23.0 0.0 38.5 0.0 0.038 TL 11.00 PV Pipe: 71 203.1 4.269 PL 2.50 PF 0.0 0.0 ow T 23.0 0.0 38.5 0.0 4.6 120 FTG ---- PE Ml 23.0 0.0 38.5 0.0 0.010 TL 2.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 6/20/2007 G:\C-2172 RESPIRONICS\CALCS\WAREHOUSE\NEW AREA 15 UPS.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 72 -60.3 4.269 PL 9.00 PF 0.0 _- Ml 23.0 0.0 38.5 0.0 1.4 120 FTG ---- PE 0.0 M2 23.0 0.0 38.5 0.0 0.001 TL 9.00 PV Pipe: 73 -379.0 4.269 PL 8.50 PF 0.3 ow M2 23.0 0.0 38.5 0.0 8.5 120 FTG ---- PE 0.0 M3 23.0 0.0 38.8 0.0 0.032 TL 8.50 PV Pipe: 74 -644.1 4.269 PL 5.67 PF 0.5 wr M3 23.0 0.0 38.8 0.0 14.4 120 FTG ---- PE 0.0 M4 23.0 0.0 39.2 0.0 0.086 TL 5.67 PV Pipe: 75 -833.0 4.269 PL 19.00 PF 2.6 M4 23.0 0.0 39.2 0.0 18.7 120 FTG ---- PE 0.0 ' M5 23.0 0.0 41.9 0.0 0.139 TL 19.00 PV Pipe: 76 -782.0 4.269 PL 3.75 PF 0.5 M5 23.0 0.0 41.9 0.0 17.5 120 FTG ---- PE 0.0 M6 23.0 0.0 42.3 0.0 0.123 TL 3.75 PV Pipe: 77 -731.8 4.269 PL 17.75 PF 1.9* M6 23.0 0.0 42.3 0.0 16.4 120 FTG ---- PE 0.0 M7 23.0 0.0 44.3 0.0 0.109 TL 17.75 PV Pipe: 78 -652.8 4.269 PL 6.60 PF 0.6* M7 23.0 0.0 44.3 0.0 14.6 120 FTG ---- PE 0.0 M8 23.0 0.0 44.9 0.0 0.088 TL 6.60 PV Pipe: 79 -606.8 4.269 PL 16.00 PF 1.2 M8 23.0 0.0 44.9 0.0 13.6 120 FTG ---- PE lop 0.0 M9 23.0 0.0 46.1 0.0 0.077 TL 16.00 PV Pipe: 80 -562.7 4.269 PL 1.75 PF 0.1 M9 23.0 0.0 46.1 0.0 12.6 120 FTG ---- PE 0.0 Ti 23.0 0.0 46.2 0.0 0.067 TL 1.75 PV Pipe: 81 -562.7 4.269 PL 146.67 PF 13.4 AW Ti 23.0 0.0 46.2 0.0 12.6 120 FTG 4E PE 0.0 TR 23.0 0.0 59.6 00 0.067 TL 199.88 PV Pipe: 82 -50.5 6.357 PL 12.00 PF 0.0 B2 23.0 0.0 57.5 0.0 0.5 120 FTG ---- PE 0.0 B4 23.0 0.0 57.5 0.0 0.000 TL 12.00 PV Pipe: 83 -101.1 6.357 PL 12.00 PF 0.0 B4 23.0 0.0 57.5 0.0 1.0 120 FTG ---- PE 0.0 B6 23.0 0.0 57.5 0.0 0.000 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 6/20/2007 G:\C-2172 RESPIRONICS\CALCS\WAREHOUSE\NEW AREA 15 tJPS.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 84 -151.9 6.357 PL 12.00 PF 0.0 B6 23.0 0.0 57.5 0.0 1.5 120 FTG ---- PE 0.0 4--D B8 23.0 0.0 57.5 0.0 0.001 TL 12.00 PV Pipe: 85 -203.1 6.357 PL 12.00 PF 0.0 B8 23.0 0.0 57.5 0.0 2.1 120 FTG ---- PE 0.0 M10 23.0 0.0 57.5 0.0 0.001 TL 12.00 PV Pipe: 86 -262.5 6.357 PL 12.00 PF 0.0 M10 23.0 0.0 57.5 0.0 2.7 120 FTG ---- PE 0.0 Mil 23.0 0.0 57.6 0.0 0.002 TL 12.00 PV Pipe: 87 -321.4 6.357 PL 12.00 PF 0.0 Mil 23.0 0.0 57.6 0.0 3.2 120 FTG ---- PE 0.0 M12 23.0 0.0 57.6 0.0 0.003 TL 12.00 PV Pipe: 88 -376.9 6.357 PL 12.00 PF 0.1 M12 23.0 0.0 57.6 0.0 3.8 120 FTG ---- PE 0.0 M13 23.0 0.0 57.6 0.0 0.005 TL 12.00 PV Pipe: 89 -427.8 6.357 PL 12.00 PF 0.1 M13 23.0 0.0 57.6 0.0 4.3 120 FTG ---- PE 0.0 M14 23.0 0.0 57.7 0.0 0.006 TL 12.00 PV Pipe: 90 -478.1 6.357 PL 12.00 PF 0.1 M14 23.0 0.0 57.7 0.0 4.8 120 FTG ---- PE 0.0 MiS 23.0 0.0 57.8 0.0 0.007 TL 12.00 PV Pipe: 91 -557.0 6.357 PL 12.00 PF 0.1 M15 23.0 0.0 57.8 0.0 5.6 120 FTG ---- PE 0.0 M16 23.0 0.0 57.9 0.0 0.009 TL 12.00 PV Pipe: 92 -603.0 6.357 PL 12.00 PF 0.1 M16 23.0 0.0 57.9 0.0 6.1 120 FTG ---- PE 0.0 M17 23.0 0.0 58.0 0.0 0.011 TL 12.00 PV Pipe: 93 -647.1 6.357 PL 56.50 PF 1.6 M17 23.0 0.0 58.0 0.0 6.5 120 FTG 4E PE TR 23.0 0.0 59.6 0.0 0.013 TL 126.91 PV Pipe: 95 -1209.8 6.357 PL 25.00 PF 1.0 c TR 23.0 0.0 59.6 0.0 12.2 120 FTG ---- PE 9.5 BR 1.0 0.0 70.2 0.0 0.040 TL 25.00 PV Pipe: 96 -1209.8 7.981 PL 10.00 PF 0.4 BR 1.0 0.0 70.2 0.0 7.8 140 FTG 2L PE 0.4 UG1 0.0 0.0 71.0 0.0 0.010 TL 44.58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 6/20/2007 G:\C-2172 RESPIRONICS\CALCS\WAREHOUSE\NEW AREA 15 UPS.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 97 FIXED PRESSURE LOSS DEVICE UG2 0.0 0.0 77.0 0.0 6.0 psi, 1209.8 gpm UG1 0.0 0.0 71.0 0.0 Pipe: 98 -1209.8 7.981 PL 20.00 PF 1.0 UG2 0.0 0.0 77.0 0.0 7.8 140 FTG T2L PE 0.0 UG3 0.0 H.S. 78.0 250.0 0.010 TL 101.13 PV Pipe: 99 -730.8 7.981 PL 280.00 PF 1.4 UG3 0.0 H.S. 78.0 250.0 4.7 140 FTG T2L PE 0.0 UG4 0.0 0.0 79.4 0.0 0.004 TL 361.13 PV Pipe: 100 -730.8 11.990 PL 48.00 PF 0.1 0G4 0.0 0.0 79.4 0.0 2.1 140 FTG T PE 0.0 UG6 0.0 0.0 79.5 0.0 0.001 TL 129.51 PV Pipe: 101 -729.1 7.981 PL 280.00 PF 1.4 UG3 0.0 H.S. 78..0 250.0 4.7 140 FTG T2L PE 0.0 UG5 0.0 0.0 79.4 0.0 0.004 TL 361.13 PV Pipe: 102 -729.1 11.990 PL 60.00 PF 0.1 UG5 0.0 0.0 79.4 0.0 2.1 140 FTG T PE 0.0 UG6 0.0 0.0 79.5 0.0 0.001 TL 141.51 PV Pipe: 103 -1459.8 11.990 PL 2.50 PF 0.0 UG6 0.0 0.0 79.5 0.0 4.1 140 FTG ---- PE 0.0 SRC 0.0 SRCE 79.5 (N/A) 0.002 TL 2.50 PV NOTES: Calculations were performed by the HASS 7.8 computer program under license no. 50040828 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.149 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 29.6 ft/sec at pipe 15. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 6/20/2007 G:\C-2172 RESPIRONICS\CALCS\WAREHOUSE\NEW AREA 15 UPS.SDF JOB TITLE: (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEii ChkViv BfyViv GatViv AlmChk DPViv NPTee 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 2.104 5.45 10.90 3.27 11.99 6.54 1.09 10.90 10.90 10.90 3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 4.269 13.30 26.61 7.98 29.27 15.96 2.66 26.61 26.61 26.61 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 35.21 37.72 11.990 27.58 61.28 18.39 66.39 21.45 6.13 45.96 45.96 61.28 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEil ChkVlv BfyVlv GatViv AimChk DPVlv NPTee -------------------------------------------------- FD 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 0.00 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 0.00 SPRINK\ER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 6/20/2007 G:\C-2172ESPIRONICS\CALCS\WAREHOUSE\NEW AREA 15 UPS.SDF JOB TITLE: \ 0 I I 0 0 U) H 0 0 I—I 0 0 U) 0 0 '.0 0 0 IV C'.) V '.0 U) H U) Lo C'.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 6/20/2007 G:\C-2172 RESPIRONICS\CALCS\WAREHOUSE\NEW AREA 15 UPS.SDF JOB TITLE: WATER SUPPLY CURVE 132+ *\\\\\\ 121+ \\\\\\ I \\\\\\ I \\\\\\ I * <-112.5 psi @ 1185 gpm 110+ Flow Test Point 99+ I 0 P88+ R I E I S I x S77+ U I R I E I 66+ ( I P I S I I 55+ ) I 44+ 33+ 22+ LEGEND I 'I I X = Required Water Supply 79.51 psi @ 1959.8 gpm 11+ I 0 = Available Water Supply 93.14 psi @ 1959.8 gpm --------+------+--------+--------+----------+-----------+ IJ