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Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE i/ ZU To: Building Department From: Tom Cooper Date: November 20,2003 Ref: 03/5740 Immaculate Conception Sprinkler 1. Review and approval by Jim Tracy 2. Installation subj ect to field inspection and testing 3. Location of FDC is approved 41,1N Gr0 City of Arlington 9 2COADS - Utilities Division I N GAO Memo To: Immaculate Conception Church c/o Bums Fire Systems Inc. Cc David Anderson, Building Official From: Karen Latimer, Utilities Manager Date: December 1,2003 Re: Utility Review, Building Permit#03-5740, Fire Sprinkler Your fire sprinkler system construction documents submitted with building permit#03-5740 have been reviewed for compliance with cross connection control regulations. To receive approval for occupancy from the Water Department, you will need to complete the items listed below. Cross Connection 1. Call for inspections at the following points of construction. a. Prior to covering interior piping. b. Prior to covering underground piping. c. Prior to requesting final inspection by the Building Department. 2. After the Double Check Detector Assembly (DCDA) has been installed, it must be tested by a State of Washington and City of Arlington approved Backflow Assembly Tester (list enclosed), and then be inspected by the City of Arlington Water Department. Provide a copy of the test report prior to calling for inspection. Please provide the requested information so we may finish processing your construction application review. I can be contacted at 360-403-3505 to answer your questions. • Page i i� .:-.0 -WING AIYURU:..-I J...... ,:..1'I:U AI' R!;7TAi ,I P.5.1. POR HOURS T TOTAL MOUNT OF LLAXAGE MEABURED E A K A G E GAL& HOURS TEST ALLOWABLE LEAKAGE GAIA, HOURS NUMBER INSTALLED TYPE AND MAKE YDRANTS ALL OPERATE SATISFACTORILY YES ❑ NO CONROL WATER CONTROL VA.LVEB LEFT WIDE OPEN YES ❑ NO❑ VALVES IF NO, STATE REASON, DATE LEFT IN SERVICE REMARKS NAME OF SPRINKLER CONTRACTOR FOR PROPERTY OWNER (SIGNED) TITLE kRTS A & B FOR SPRINKLER CONTRACTOR(SIGNED) DATE GNATURES PART "C" — SPRINKLER & WATER SPRAY ABOVE GROUND PIPING (FILL OUT SEPARATE PART"C"FOR EACH RISER) SERVES BLDGS. :CATION 4" entire Bldg. TESTS XX I HYDROSTATIC TEST OF ALL PIPING REC�UIRED 2 PNEUMATIC TEST OF ALL DRY PIPING XX 3 EQUIPMENT OPERATION TESTS OF ALL EQUIPMENT SPRINKLERS MAKE MODEL SIZE QUANTITY TE RATING ERATURE OR CENTRAL " SPRAY it if 1/2" NOZZLES CENTRAL " 914 PIPE AND MATERIAL AND KIND CONFORMS TO L�r A � STANDARD FITTINGS IF NC)AL, EXPLAIN tri LARM VALVE A L A R M D E V I C E MAXIMUM TIME TO OPERATE THROUGH TEST PIPE OR FLOW TYPE MAKE MODEL MIN. SEC. INDICATOR Redi-Riser CENTRAL OPERATING TEST RESULTS WATER AIR TRIP TIC TIME TO TRIP_ PRESS. PRESS. POINT WATER ALARM DRY MAKE MODEL HER. THROUGH TEST PIPE REACHED OPERATED AIR TEST PIPE NO. WITHOUT WIT11 PROPERLY Q. O. D. Q. 0. D. PRES& OUTLET ' VALVES1L SEC. MIN SEC. P.8.1. p,B.L P.8.1. LGN. SEC. YE8 NO IF NO. EXPLAIN OPERATION PNEUMATIC ❑ ELECTRIC❑ HYDRAULIC ❑ DELUGE PIPING SUP=RVIBED YES NO❑ DETEC77NG 1XDL►SUPERV33ED YES ❑ NO ❑ DOES VALVE OPERATE FROM/THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS YES ❑ NO ❑ & 13 THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING YES ❑ NO ❑ IF NO, EXPLAIN PREACTION DOES EACH CIRCUIT OPERATE DOLE EACH CIRCUIT OPERATE MAXIMUM TIME TO MAKE MODEL SUPERVISION L088 ALARM VALVE RELEASE OPERATE RELEASE VALVES YES NO YLS NO MIN, SEC. ALL PIPING HYDROSTATICALLY TESTED AT L() PSI FOR 2 HOURS DRY PIPING PNEUMATICALLY TESTED / � YES NO❑ TESTS EQUIPMENT OPERATE PROPERLY �f /��/J/— TES[3 woo IF NO STATE REASON T : RtADING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE: RKBIDUAL PRXWURZ'%'ITS VALVE TN TEST PIPE OPEN WIDE: STATIC PRESSURE PSI BLANK NUMBER UXLD LocATLom MIMBLR REfIOVIM 1ESTING GASKETS N/A DATE LZFT IN SIQRVICE WITH ALL CONTROL VALVES OPEN. REMARKS NAmz OF spRuKK &R COIR'RAGTcm FOR PROPERRTS O#NLR(S1W=) TTTLL PART •-C" BURNS FIRE SYSTEMS INC. SIGNATURES POR amuma.f;>R cmrr�'m"ED) BankofAmedc a l— 1 Commercial Account Service Center 1.800.253.0786 TTY/TDD users may call 1.800.684.8250 DECEMBER 15, 2003 CHECKING ACCOUNT CITY OF ARLINGTON ARLTN # 35810100 238 N OLYMPIC ARLINGTON WA 98223 Please be advised that the checks list--j G sited to your account have been returned to us unpait ` - J 1 charged for the total amount of the enclosed items. 2, �.ons regarding this notice or the status of your accou he numbers listed above. To clarify the reason a I _- "rr 5 d, it may be helpful for you to contact the persor �� 15 7 returned item fees apply and will be included in 2� DETAILED LISTING OF RETURNED CHECKS ORIGINAL ORIGINAL DEPOSIT DEPOSIT REFERENCE REASON $AMOUNT DATE $AMOUNT NUMBERS RETURNED 2,320.25 12/10/03 44,560.66 05898108/08848518 INSUFFICIENT FUNDS ------------------------- BURNS Fire Systems InC. P.O.Box 1110 Lake Stevens 316 8 Granite Falls, 98252 laterwest Ba wk (425)388-0124 309 9134 AwrK,s NE.EwrelL WA 96205.(425)397-0747 98-7080/3251 12/4/2003 City of Arlington CHECK NO. ;., Ot4TE)S +*2,320.2AMOUNT Two Thousand Three Hundred Twenty and 25/100 S l PAY City of Arlington 238 N.Olympic Avenue TO THE Arlington, WA 98223 ORDER OF hi 11'00 3 L 6811' is 3 2 5 I ME1061: 34 f00080 3 So THIS DOCUMENT CONTAINS A_COLORED RgCKGgOUND ON WNITE PAPER MICgOPRINT IS LOCATED BELOW THIS WARNING DgND.TO VERIFY THE ARTIFICIAL WgTERMAgK ON THE RACO 0 0 0 2 3 20 2 5.1' MOID AT wr MIDI[. 2,320.25 TOTAL $AMOUNT OF CHECKS RETURNED 1 TOTAL NUMBER OF CHECKS ENCLOSED PAGE 1 OF 1 Project/Applica Date: BP# BARS 9 DESCRIPTION AMOUNT Engineering 002.322.40.00 Right-of-way Permit 002.322.90.01 Miscellan us it 002.343.19.00.00 2'/z% Pla Review 002.389.00.10 Deposit 002.389.00.01.00 Standqfds $2B.00 002.322.40.01 IGradih Permit `' U Planning Q 001.345.89.02 Land UsC,P r Gassing 001.389.00.04 Direct Deposiff %;;QQT,. 001.341.50.01 Maps&Publications' Building 001.322.10.00 Building 001.345.83.00 Plan Check Fee / 001.386.00.01 St. Bldg. Code Fee !� Mitigation Fees 107.002.344.90.00 Trip Generation Mitigation 107.003.345.85.00 Parks Mitigation Total Receipts 1 ININACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11112103 8: 4 HYDRAULIC DESIGN INFORMATION SHEET Job Name: IMMACULATE CONCEPTION CHURCH Location: 1200 EAST 5TH ARLINGTON, WASH 98223 Drawing Date: 11-15-03 Remote Area Number: 1 Contractor: BURNS FIRE SYSTEMS Telephone: 877-388-0124 PO Box 1110 GRANITE FALLS, WA 98252 Designer: NICK Calculated By:SprinkCALC CSC Systems & Design Construction: Occupancy: Reviewing Authorities:ARLINGTON SYSTEM DESIGN Code:NFPA 13 Hazard:LIGHT System Type:WET Area of Sprinkler Operation 1500 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0.100 l Make: Model:H Area per Sprinkler 130 sq ftl Orifice: 1/2 K-Factor: 5. 60 Hose Allowance Inside 0 gpm l Temperature Rating: 165 Hose Allowance Outside 100 gpm CALCULATION SUMMARY 10 Flowing Outlets gpm Required: 263.0 psi Required: 53.8 @ CITY CONN WATER SUPPLY Water Flow Test l Pump Data l Tank or Reservoir Date of Test ( Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 61.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 20.0 psi I Elevation 0 At a Flow of 2000 gpm Make: l Well Elevation 0" I Model : l Proof Flow 0 gpm Location: SITE Source of Information: SYSTEM VOLUME 498 Gallons Notes: ,M�Tre. P,,, RECEIVED r�C C' \ Co vo ZU03 ail�••-,atc e G 398.08.2 n OF AWNGTON cn -7 N w It-,' (n rn 00 0 0 0 0 0 - — — m � o � o o_ r- 0D � m O D0 -i > 0 1 = o O = z — — - - - m OD N O p O Z o m n -a = 3 C - 3 - Z7 0 n cu 2 N CD C 'n X C 03 M O c n w M N m COm c o m 0 porn o . 000 0 -a -a - - - - -- -ua, v, 'r1 = _ Cl) -4 5 w � oocn o 9y c �C -nc � c y IV cn O O w w W OD A (n -0 O 2 C t0p O cn Q (COD 0 oo� 33 cn 0 o ,< - — A � 3 n cn -4Q c cn y O 0 IMMACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11112103 8: 4 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 163 46.1 psi 1 3" Grvd 90 Ell 7' 120 3. 068 163 0-3 1 Pipe 3" 10x21 CSC Grvd 0' 120 3.260 163 0.0 Total Loss for TO SYSTEM 0.3 psi 1 3" Grvd Butterfly Valve CSC "BFV" 10' 120 3. 068 163 0.3 1 3" Fingd Back Flow Valve Watts "709 CHART LOSS 163 4 .7 Elevation Change 2 '0" 0. 9 Total Loss for THRU RISER 5. 9 psi Hydr Ref R1 Required at AT BASE OF RISER 163 52.2 psi 4 4" Fingd 90 Ell 40 ' 120 4 . 026 163 0. 4 1 4" Fingd Tee 20' 120 4 .026 163 0.2 1 Pipe 4" DIx18 Cl 52 250' 140 4 . 510 163 1.0 Fixed Flow OUTSIDE HOSE 100 gpm Total Loss for THRU UNDG 1.5 psi Hydr Ref R2 Required at CITY CONN 263 53.8 psi Water Source 61. 0 psi static, 20 . 0 psi residual @ 2000 gpm 263 gpm 60.0 psi SAFETY PRESSURE 6.3 psi Available Pressure of 60.0 psi Exceeds Required Pressure of 53.8 psi This is a safety margin of 6.3 psi or 10 % of Supply Maximum Water Velocity is 15. 7 fps ININACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11112103 8: 4 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1 . 85 / ID^4 . 87 Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pv Velocity pressure (psi) where Pv = 0. 001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0. 001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0. 01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths f _ IMMACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11112103 B. 4 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 4 TO W (PRIMARY PATH) HEAD 4 14 . 8 1" 0 0 1' 1" 5. 6 fps 7 .0 7 . 0 0 . 11 gpm/sq ft 1 . 049" 0 0 0" 0. 075 0. 1 0. 0 K= 5. 60 14 . 8 120 40 0 111" 0" 0. 0 7 .0 REF 124 1" 1 0 1 '0" 5. 6 fps 7 . 1 1 . 049" 1 0 7 ' OTT 0.075 0. 6 14 .8 120 40 0 810" 1' 0" 0. 4 REF 112 -1.7 13z" 0 0 91811 2. 1 fps 8 . 1 PATH 11 1 . 610" 0 0 0" 0.007 0 . 1 K= -0. 60 13. 1 120 40 0 918" 0" 0. 0 REF 111 14 . 9 1',�" 1 0 3111" 4 . 5 fps 8 .2 PATH 3 1. 610" 0 0 4 ' OTT 0. 030 0.2 K= 5.20 28. 0 120 40 0 7111" 0" 0. 0 REF 110 15. 1 11-�" 0 0 10 ' 3" 6. 9 fps 8 . 4 PATH 5 1 . 610" 0 0 0" 0 . 067 0 .7 K= 5.21 43.1 120 40 0 1013" 0" 0.0 REF 150 15 .8 1',�" 4 0 18 ' 6" 9. 4 fps 9. 1 PATH 7 1. 610" 1 0 2410" 0 . 119 5.1 K= 5.22 58. 9 120 40 0 4216" 6" 0.2 REF 119 62 .7 2" 0 0 2110" 11.7 fps 14 .4 PATH 2 2 . 067" 0 0 0" 0. 135 0 . 4 K= 16.54 121. 6 120 40 0 2110" 0" 0.0 REF 108 20 . 8 2" 0 0 115" 13. 7 fps 14 . 8 PATH 10 2 . 067" 0 0 0" 0. 181 0. 3 K= 5.40 142. 4 120 40 0 115" 0" 0.0 REF 107 20 . 6 2" 0 0 616" 15.7 fps 15. 0 PATH 9 2 . 067" 1 0 1010" 0.232 3 . 8 K= 5.32 163.0 120 40 0 1616" 0" 0.0 CONTINUED 18.9 psi INdvJACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11112103 8: 4 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 4 TO W (PRIMARY PATH) CONTINUED REF 106 2" 5 0 38110" 15.7 fps 18 . 9 2 . 067" 2 0 4510" 0.232 19. 4 163.0 120 40 0 83'10" 1 '2" 0. 5 REF Bl 3" 0 0 1111" 6.3 fps 38. 8 3.260" 0 0 0" 0 .025 0 . 0 163.0 120 10 0 1 '11" 0" 0. 0 REF B2 3" 0 0 16' 3" 6. 3 fps 38 . 9 3 .260" 0 0 0" 0.025 0. 4 163.0 120 10 0 1613" 0" 0. 0 REF B3 3" 4 0 4319" 6.3 fps 39.3 3.260" 1 0 431 0" 0.025 2 .2 163.0 120 10 0 86'9" -10" -0.4 REF B4 4" 7 0 68 ' 10" 3. 7 fps 41 .1 4 .260" 0 0 7010" 0. 007 1. 0 163. 0 120 10 0 138 '10" 118" 0.7 REF G1 4" 1 0 712" 3.7 fps 42 . 8 4 .260" 0 0 1010" 0. 007 0. 1 163. 0 120 10 0 17'2" 712" 3. 1 REF B5 4" 1 0 715" 3.7 fps 46. 0 4 .260" 0 0 210" 0. 007 0. 1 163.0 120 10 0 91 5" 0" 0.0 REF W 163.0 gpm PATH 1 K= 24.02 46.1 psi PATH 2 FROM HYDRAULIC REFERENCE 3 TO 119 HEAD 3 14 . 9 1" 0 0 112" 5. 6 fps 7 . 0 7 .0 0. 11 gpm/sq ft 1 . 049" 0 0 0" 0 . 075 0 . 1 0.0 K= 5.60 14 . 9 120 40 0 112" 0" 0.0 7. 0 CONTINUED 7.1 psi INNACULATE CONCEPTION CHURCH Drawing Date;11-15-03 11112103 8: 4 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 3 TO 119 CONTINUED REF 123 1" 1 0 6" 5. 6 fps 7 . 1 1. 049" 1 0 710" 0. 075 0. 6 14 . 9 120 40 0 716" 6" 0.2 REF 113 1. 7 1 0 0 9 `8" 2. 6 fps 7. 9 PATH 11 1. 610" 0 0 0" 0 . 011 0. 1 K= 0.61 16. 6 120 40 0 998" 0" 0.0 REF 114 15.0 111�" 1 0 3 ' 10" 5. 0 fps 8 . 0 PATH 4 1. 610" 0 0 410" 0. 037 0.3 K= 5.28 31.5 120 40 0 7110" 0" 0.0 REF 115 15.2 1'-�" 0 0 10 '3" 7 . 4 fps 8 .3 PATH 6 1. 610" 0 0 0" 0. 078 0. 8 K= 5.29 46.8 120 40 0 10'3" 0" 0.0 REF 116 16. 0 11-i�" 1 0 11811 10. 0 fps 9. 1 PATH 8 1. 610" 0 0 410" 0. 134 0. 8 K= 5.30 62.7 120 40 0 5'8" 0" 0.0 REF 117 1ii�" 0 0 410" 9.5 fps 9. 9 1.650" 0 0 0" 0. 119 0.5 62. 7 120 41 0 4 '0" 0" 0. 0 REF 151 13z" 2 0 1 ' 0" 10 . 0 fps 10. 3 1. 610" 0 0 8 '0" 0 .134 1. 2 62.7 120 40 0 910" 110" 0.4 REF 118 11�2" 1 0 6`1" 10. 0 fps 12 . 0 1 . 610" 1 0 1210" 0. 134 2 . 4 62.7 120 40 0 1811" 0" 0. 0 REF 119 62.7 gpm PATH 2 K= 16.54 14.4 psi INjACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11112103 8: 4 REMOTE AREA #1 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 5 TO 111 HEAD 5 14 . 9 1" 0 0 111" 5. 6 fps 7 . 1 7 . 1 0 . 11 gpm/sq ft 1.049" 0 0 0" 0. 075 0. 1 0. 0 K= 5. 60 14 . 9 120 40 0 1'1" 0" 0. 0 7. 1 REF 125 1" 1 0 1 ' 0" 5. 6 fps 7 .1 1. 049" 1 0 710" 0 . 075 0. 6 14 . 9 120 40 0 8'0" 110" 0.4 REF 111 14. 9 gpm PATH 3 K= 5.20 8.2 psi PATH 4 FROM HYDRAULIC REFERENCE 2 TO 114 HEAD 2 15. 0 1" 0 0 112" 5. 6 fps 7 . 1 7. 1 0. 12 gpm/sq ft 1.049" 0 0 0" 0. 076 0. 1 0. 0 K= 5. 60 15.0 120 40 0 1'2" 0" 0. 0 7. 1 REF 122 1" 1 0 6" 5. 6 fps 7 .2 1.049" 1 0 710" 0 . 076 0. 6 15.0 120 40 0 7'6" 6" 0.2 REF 114 15.0 gpm PATH 4 K= 5.28 8.0 psi PATH 5 FROM HYDRAULIC REFERENCE 6 TO 110 HEAD 6 15. 1 1" 0 0 112" 5.7 fps 7 .3 7 .3 0. 12 gpm/sq ft 1.049" 0 0 0" 0. 077 0. 1 0. 0 K= 5. 60 15.1 120 40 0 1'2" 0" 0.0 7.3 REF 126 1" 1 0 1' 0" 5.7 fps 7 .4 1. 049" 1 0 710" 0 . 077 0. 6 15. 1 120 40 0 81 0" 1 ' 0" 0.4 REF 110 15.1 gpm PATH 5 K= 5.21 8.4 psi IMMACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11112103 S: 4 REMOTE AREA #1 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 1 TO 115 HEAD 1 15.2 1" 0 0 112" 5. 7 fps 7 . 4 7 . 4 0. 12 gpm/sq ft 1 . 049" 0 0 0" 0. 079 0.1 0 . 0 K= 5. 60 15.2 120 40 0 112" 0" 0.0 7. 4 REF 121 1" 1 0 6" 5.7 fps 7 .5 1.049" 1 0 7 ' 0" 0. 079 0, 6 15.2 120 40 0 716" 6" 0.2 REF 115 15.2 gpm PATH 6 K= 5.29 8.3 psi PATH 7 FROM HYDRAULIC REFERENCE 91 TO 150 HEAD 91 15. 8 1" 0 0 110" 5. 9 fps 7 . 9 7 . 9 0. 12 gpm/sq ft 1. 049" 0 0 0" 0. 084 0. 1 0. 0 K= 5.60 15.8 120 40 0 1'owl 0" 0.0 7. 9 REF 152 1" 1 0 110" 5. 9 fps 8 .0 1. 049" 1 0 7 ' 0" 0.084 0.7 15.8 120 40 0 8 ' 0" 110" 0.4 REF 150 15.8 gpm PATH 7 K= 5.22 9.1 psi PATH 8 FROM HYDRAULIC REFERENCE 7 TO 116 HEAD 7 16. 0 1" 0 0 11 0" 6. 0 fps 8.2 8 .2 0. 12 gpm/sq ft 1 . 049" 0 0 0" 0.086 0. 1 0.0 K= 5. 60 16.0 120 40 0 110" 0" 0.0 8.2 REF 120 1" 1 0 6" 6. 0 fps 8 .2 1 . 049" 1 0 710" 0. 086 0. 6 16. 0 120 40 0 716" 6" 0.2 REF 116 16.0 gpm PATH 8 K= 5.30 9.1 psi IMMACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11112103 8: 4 REMOTE AREA #1 PAGE 6 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 9 FROM HYDRAULIC REFERENCE 9 TO 107 HEAD 9 20. 6 1" 0 0 8" 7.7 fps 13 .5 13. 5 0. 16 gpm/sq ft 1 . 049" 0 0 0" 0 . 138 0. 1 0. 0 K= 5. 60 20. 6 120 40 0 8" 0" 0.0 13. 5 REF 130 1" 2 0 4 ' Of' 7 .7 fps 13. 6 1 . 049" 0 0 41 0" 0. 138 1. 1 20. 6 120 40 0 810" -112" -0.5 REF 129 11-4" 2 0 1012" 4 .5 fps 14 .2 1 . 380" 1 0 12 ' 0" 0. 036 0 .8 20. 6 120 40 0 2212" 0" 0. 0 REF 107 20. 6 gpm PATH 9 K= 5.32 15.0 psi PATH 10 FROM HYDRAULIC REFERENCE 8 TO 108 HEAD 8 20 . 8 1" 0 0 8" 7 .6 fps 13.8 13 . 8 0 . 16 gpm/sq ft 1 . 049" 0 0 0" 0. 140 0. 1 0. 0 K= 5. 60 20.8 120 40 0 8" 0" 0.0 13. 8 REF 128 1" 2 0 410" 7.8 fps 13. 9 1. 049" 0 0 410" 0 . 140 1 . 1 20. 8 120 40 0 8' 0" -112" -0.5 REF 127 1114" 0 0 2IS1' 4.5 fps 14 .5 1 . 380" 1 0 6' 0" 0.037 0 .3 20. 8 120 40 0 815" 0" 0.0 REF 108 20.8 gpm PATH 10 K= 5.40 14.8 psi PATH 11 FROM HYDRAULIC REFERENCE 112 TO 113 REF 112 1 . 7 11�" 2 0 714" 0.3 fps 8. 1 PATH 1 1 . 610" 0 0 8 '0" 0 .000 0.0 K= 0. 60 1.7 120 40 0 1514" -6" -0.2 REF 113 1.7 gpm PATH 11 K= 0.61 7. 9 psi INYJACOLATE CONCEPTION CHURCH Drawing Date:11-15-03 11111103 14:25 HYDRAULIC DESIGN INFORMATION SHEET Job Name: IMMACULATE CONCEPTION CHURCH Location: 1200 EAST 5TH ARLINGTON, WASH 98223 Drawing Date: 11-15-03 Remote Area Number: 2 Contractor: BURNS FIRE SYSTEMS Telephone: 877-388-0124 PO BOX 1110 GRANITE FALLS, WA 98252 Designer: NICK Calculated By: SprinkCALC CSC Systems & Design Construction: Occupancy: Reviewing Authorities:ARLINGTON SYSTEM DESIGN Code:NFPA 13 Hazard:LIGHT System Type:WET Area of Sprinkler Operation 950 sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make: Model:BV-QR Area per Sprinkler 130 sq ftj Orifice: 1/2 K-Factor: 5. 60 Hose Allowance Inside 0 gpm I Temperature Rating:155 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 12 Flowing Outlets gpm Required: 342.4 psi Required: 49.8 @ CITY CONN WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test 1 Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 61. 0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 20.0 psi I Elevation 0 I At a Flow of 2000 gpm 1 Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: SITE Source of Information: SYSTEM VOLUME 498 Gallons Notes: ��pvs.irc. hr 0 .• A Davii you 2 2 i sera.- ,ti t't'p S ,yoq tQJaub VeC=mp o o 0 —_ o - om > � d a' 3 ro z Com0DADC o P@o � Cl) Z z o = c) -- - (D m OD -- - N N � W p Z N � O = C -— n N 0 12;u n:E o m * � --: o � ' -o - - — m —- 00 to Ln m cn 0 M m W c - w �. m o m oaf 0 . 000 cO�t� cn �_ Cl) � -u C W N C c Cn K T C too ° o a V C N A so O N CO -0 0 �o -a cn P 3 O 0 c Ey cn O CL CD CD vi a H O 000 3 3 -P (.11 O ,-4 a v - oC -, m O � � cn 0 al A � v _, Q c 0 m cn 0 0 ININACULATE CONCEPTION ChURCR Drawing Date:11-15-03 11111103 14:25 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 242 40.3 psi 1 4" Grvd 90 Ell 10' 120 4 .026 242 0.2 1 Pipe 4" 10x21 CSC Grvd 0' 120 4 .260 242 0. 0 Total Loss for TO SYSTEM 0.2 psi 1 4" Grvd Butterfly Valve CSC "BFV" 14 ' 120 4 .026 242 0.3 1 4" Fingd Back Flow Valve Ames "3000 CHART LOSS 242 7 . 6 Elevation Change 2'0" 0. 9 Total Loss for THRU RISER 8.8 psi Hydr Ref R1 Required at AT BASE OF RISER 242 49.3 psi 4 6" Fingd 90 Ell 56' 120 6. 065 242 0.2 1 6" Fingd Tee 30' 120 6. 065 242 0. 1 1 Pipe 6" DIx18 C1 52 250' 140 6.590 242 0.3 Fixed Flow OUTSIDE HOSE 100 gpm Total Loss for THRU UNDG 0.6 psi Hydr Ref R2 Required at CITY CONN 342 49.8 psi Water Source 61. 0 psi static, 20. 0 psi residual @ 2000 gpm 342 gpm 59.4 psi SAFETY PRESSURE 9.6 psi Available Pressure of 59.4 psi Exceeds Required Pressure of 49.8 psi This is a safety margin of 9. 6 psi or 16 % of Supply Maximum Water Velocity is 16.3 fps INAVjACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11111103 14:25 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1.85 / IDA4 .87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/IDA4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0. 01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths INYJACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11111103 14:25 REMOTE AREA #2 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T IT FITTINGS LOSS PSI/FT Pf PV Pdr0P PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 18 TO W (PRIMARY PATH) HEAD 18 14 .8 1" 0 0 710" 5. 6 fps 8 . 0 8 . 0 14" 0 . 11 gpm/sq ft 1. 049" 0 0 0" 0. 075 0. 5 1. 0 14" K= 5. 60 14.8 120 40 0 710" 0" 0. 0 7. 0 60" REF 132 13"4" 0 0 21011 3 .2 fps 8 .5 1.380" 0 0 0" 0. 020 0. 0 14.8 120 40 0 210" 0" 0. 0 HEAD 19 15. 4 1:�14" 6 0 1517" 6.5 fps 8 .5 8 . 5 14" 0. 12 gpm/sq ft 1. 380" 0 0 1810" 0. 073 2.5 1. 0 14" K= 5. 60 30.2 120 40 0 3317" -11 8" -0.7 7. 5 60" HEAD 17 17. 9 1'•1�" 0 0 10' Off 7 .7 fps 10. 3 10.3 0. 14 gpm/sq ft 1. 610" 0 0 0" 0. 082 0. 8 0. 0 K= 5. 60 48.1 120 40 0 10 '0" 0" 0.0 10.3 HEAD 16 18 .6 13z" 0 0 10 '0" 10. 6 fps 11. 1 11. 1 0. 14 gpm/sq ft 1. 610" 0 0 0" 0. 150 1.5 0.0 K= 5.60 66.8 120 40 0 1010" 0" 0.0 11.1 HEAD 15 19. 9 1'.�" 3 0 46110" 13 . 8 fps 12 . 6 12. 6 0 . 15 gpm/sq ft 1. 610" 1 0 2010" 0.243 16.3 0. 0 K= 5.60 86. 6 120 40 0 66110" 1 '2" 0. 5 12. 6 REF B2 102. 6 3" 0 0 1613" 7 .3 fps 29. 4 PATH 2 3.260" 0 0 0" 0. 033 0. 5 K= 18 .94 189.2 120 10 0 1613" 0" 0. 0 REF B3 53.1 3" 4 0 4319" 9. 4 fps 29. 9 PATH 4 3.260" 1 0 43 ' 0" 0. 053 4 . 6 K= 9.72 242.4 120 10 0 8619" -10" -0.4 REF B4 4" 7 0 68110" 5.5 fps 34 .1 4 .260" 0 0 7010" 0. 014 2.0 242.4 120 10 0 138' 10" 118" 0.7 CONTINUED 36.8 psi 11vYjACULATE CONCEFTTON CHURCB Drawing Date:11-15-03 11111103 14 :25 REMOTE AREA #2 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD --HYD- RE-F -OUTLET - S3SE -- 90 45- - - PIPE - VELOCITY Pt Pt Pn ELEV ID T IT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 18 TO W (PRIMARY PATH) CONTINUED REF G1 4" 1 0 712" 5.5 fps 36. 8 4 .260" 0 0 1010" 0. 014 0.2 242.4 120 10 0 1712" 712" 3.1 REF B5 4" 1 0 715" 5.5 fps 40.2 4 .260" 0 0 210" 0. 014 0. 1 242.4 120 10 0 9'5" 0" 0.0 REF W 242.4 gpm PATH 1 K= 38.19 40.3 psi PATH 2 FROM HYDRAULIC REFERENCE 13 TO B2 HEAD 13 17 . 5 1" 0 0 813" 6.5 fps 10. 9 10. 9 14" 0 . 13 gpm/sq ft 1. 049" 0 0 0" 0. 101 0. 8 1. 1 14" K= 5. 60 17.5 120 40 0 813" 0" 0.0 9.7 60" HEAD 14 18 .2 119" 5 0 1416" 7.7 fps 11.7 11.7 14" 0. 14 gpm/sq ft 1.380" 0 0 1510" 0. 100 2 . 9 1.2 14" K= 5.60 35. 6 120 40 0 2916" -118" -0.7 10.5 60" HEAD 12 20. 9 11WI 1 0 1113" 9. 0 fps 13. 9 13. 9 0. 16 gpm/sq ft 1. 610" 1 0 1210" 0. 110 2 . 6 0. 0 K= 5.60 56.5 120 40 0 2313" 0" 0.0 13. 9 HEAD 11 22 .7 1;,�" 0 0 1010" 12. 6 fps 16.5 16. 5 0. 17 gpm/sq ft 1. 610" 0 0 0" 0.206 2 . 1 0.0 K= 5.60 79.2 120 40 0 10'0" 0" 0.0 16.5 REF 131 23. 4 1',�" 0 0 612" 16.3 fps 18. 5 PATH 3 1 . 610" 0 0 0" 0 .333 2.0 K= 5.44 102. 6 120 40 0 6'2" 0" 0.0 REF 106 2" 5 0 38 '10" 9.9 fps 20. 6 2 . 067" 2 0 45' 0" 0.099 8.3 102. 6 120 40 0 83 '10" 112" 0.5 CONTINUED 29. 3 psi IMMACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11111103 14 :25 REMOTE AREA #2 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv PdrOP PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 13 TO B2 CONTINUED REF B1 3" 0 0 1' 11" 4. 0 fps 29. 3 3.260" 0 0 0" 0 . 011 0. 0 102. 6 120 10 0 1111" 0" 0.0 REF B2 102. 6 gpm PATH 2 K= 18. 94 29.4 psi PATH 3 FROM HYDRAULIC REFERENCE 10 TO 131 HEAD 10 23 . 4 1" 0 0 110" 8 .8 fps 17 .5 17 . 5 0. 18 gpm/sq ft 1 . 049" 1 0 51 0" 0.174 1 . 0 0.0 K= 5. 60 23. 4 120 40 0 6'Of' 0" 0.0 17.5 REF 131 23.4 gpm PATH 3 K= 5.44 18.5 psi PATH 4 FROM HYDRAULIC REFERENCE 20 TO B3 HEAD 20 26.5 1;Z" 0 0 1C' ' 0" 4.2 fps 22.4 22. 4 0.20 gpm/sq ft 1 . 610" 0 0 0" 0. 027 0.3 0 . 0 K= 5. 60 26.5 120 40 0 10'0" 0" 0. 0 22.4 HEAD 21 26. 6 11 2 0 52 '7" 8 . 5 fps 22 . 6 22 . 6 0.20 gpm/sq ft 1 . 610" 1 0 16' 0" 0. 098 6. 8 0. 0 K= 5.60 53. 1 120 40 0 6817" 112" 0.5 22.6 REF B3 53.1 gpm PATH 4 K= 9.72 29. 9 Psi IMMACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11111103 14:25 HYDRAULIC DESIGN INFORMATION SHEET Job Name: IMMACULATE CONCEPTION CHURCH Location: 1200 EAST 5TH ARLINGTON, WASH 98223 Drawing Date: 11-15-03 Remote Area Number: 3 Contractor: BURNS FIRE SYSTEMS Telephone: 877-388-0124 PO BOX 1110 GRANITE FALLS, WA 98252 Designer: NICK Calculated By: SprinkCALC CSC Systems & Design Construction: Occupancy: Reviewing Authorities:ARLINGTON SYSTEM DESIGN Code:NFPA 13 Hazard:LIGHT System Type:WET Area of Sprinkler Operation 1125 sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make: Model:BV-QR Area per Sprinkler 156 sq ftl Orifice: 1/2 K-Factor: 5. 60 Hose Allowance Inside 0 gpm I Temperature Rating:200 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 14 Flowing Outlets gpm Required: 333. 9 psi Required: 46.4 @ CITY CONN WATER SUPPLY Water Flow Test i Pump Data ( Tank or Reservoir Date of Test I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 61.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 20. 0 psi I Elevation 0 I At a Flow of 2000 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: SITE Source of Information: SYSTEM VOLUME 498 Gallons Notes: ,ts�y�cm�in�, R• •,,_ a f q •~ n t. n DariJ S'ata 398.08-2 n s�a,w.• ,�F ^ N W Ul O O O O O O O _ - 3 o9a 5 Zm> CD 0 D0 --II > --- - - - - w Z cn --A — — - IL w m Cn � Z O = N � W Q N Z O C7 o = c o I 11) 0ID �� ID �iCD 0 0 3 m m CO c o m � (D CA) m 0 Dorn o . p O p (0 -0 -0 0 N• CA cz� Cn —I -0 70 U1 (D M en n C O I' -n E O (D CD 3 CD �. cn - - m � w -(n -0 cn a 0 3 0 Cv o v, n: CD CD 00 � cO CO 33 cn 0 0 � Q c .t v, 0 _u 0 -TmM-1CULATE CONCEPTION CHURCH Drawing Date:11-15-03 11111103 14:25 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 234 37.0 psi 1 4" Grvd 90 Ell 10' 120 4. 026 234 0.2 1 Pipe 4" 10x21 CSC Grvd 0' 120 4 .260 234 0. 0 Total Loss for TO SYSTEM 0.2 psi 1 4" Grvd Butterfly Valve CSC "BFV" 14 ' 120 4 .026 234 0.2 1 4" Fingd Back Flow Valve Ames "3000 CHART LOSS 234 7 . 6 Elevation Change 2'0" 0. 9 Total Loss for THRU RISER 8.7 psi Hydr Ref R1 Required at AT BASE OF RISER 234 45.9 psi 4 6" Fingd 90 Ell 56' 120 6. 065 234 0. 1 1 6" Fingd Tee 30' 120 6.065 234 0. 1 1 Pipe 6" DIx18 C1 52 250' 140 6.590 234 0.3 Fixed Flow OUTSIDE HOSE 100 gpm Total Loss for THRU UNDG 0.5 psi Hydr Ref R2 Required at CITY CONN 334 46.4 psi Water Source 61. 0 psi static, 20. 0 psi residual @ 2000 gpm 334 gpm 59.5 psi SAFETY PRESSURE 13.1 psi Available Pressure of 59.5 psi Exceeds Required Pressure of 46.4 psi This is a safety margin of 13.1 psi or 22 % of Supply Maximum Water Velocity is 15.3 fps � INJMACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11111103 14:25 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1. 85 / ID^4 . 87 Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: Pressures are balanced to 0. 001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0. 01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths IMMACULATE CORCEFTIOR CHURCH Drawing Date:11-15-03 11111103 14:25 REMOTE AREA #3 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD-REF---OUTLET -SIZE 90 -45-- ..- _PIPE - - -VELOCITY - -Pt- -Pt- -- Pn -- ---T;LEEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 24 TO W (PRIMARY PATH) HEAD 24 14 .8 1" 0 0 3 '3" 5. 6 fps 7 . 0 7 . 0 0 . 30 gpm/sq ft 1. 049" 0 0 0" 0. 075 0.2 0. 0 K= 5.60 14 .8 120 40 0 313" 0" 0. 0 7.0 HEAD 25 15. 1 1�14" 0 0 8111" 6. 5 fps 7 .2 7 .2 0. 15 gpm/sq ft 1. 380" 0 0 0" 0. 072 0 . 6 0. 0 K= 5.60 29. 9 120 40 0 8 '11" 0" 0.0 7.2 HEAD 26 15.7 1lw" 4 0 1819" 7. 3 fps 7 . 9 7 . 9 0. 16 gpm/sq ft 1. 610" 0 0 16' 0" 0. 074 2 . 6 0. 0 K= 5.60 45. 6 120 40 0 3419" -7 ' 10" -3.4 7. 9 HEAD 27 14 . 9 1;,�" 0 0 1010" 9. 6 fps 7 . 1 7 . 1 0 . 15 gpm/sq ft 1. 610" 0 0 0" 0. 125 1.3 0. 0 K= 5.60 60.5 120 40 0 1010" 11" 0. 4 7. 1 HEAD 28 16.5 1' " 0 0 1010" 12.3 fps 8 .7 8 .7 0 . 17 gpm/sq ft 1. 610" 0 0 0" 0. 196 2. 0 0. 0 K= 5.60 77. 0 120 40 0 1010" 11" 0. 4 8 . 7 HEAD 29 18 . 6 1' " 0 0 1010" 15.2 fps 11. 1 11. 1 0. 19 gpm/sq ft 1. 610" 0 0 0" 0 .292 2 . 9 -0. 0 K= 5.60 95.7 120 40 0 1010" 11" 0. 4 11. 1 REF 104 1;,�" 1 0 614" 15.2 fps 14 .4 1 . 610" 1 0 1210" 0.292 5. 4 95.7 120 40 0 1814" 215" 1.1 REF A3 19. 6 3" 0 0 1713" 4 .5 fps 20. 8 PATH 4 3.260" 0 0 0" 0. 013 0.2 K= 4 .31 115.3 120 10 0 1713" 0" 0.0 REF A4 96.2 3" 1 0 3215" 8.2 fps 21. 0 PATH 2 3.260" 1 0 2210" 0. 041 2 . 2 K= 20.99 211.5 120 10 0 5415" 0" 0. 0 CONTINUED 23.2 psi IYJYJACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11111103 14:25 REMOTE AREA #3 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 24 TO W (PRIMARY PATH) CONTINUED REF F1 22. 4 3" 0 0 117" 9.1 fps 23 . 2 PATH 3 3.260" 0 0 0" 0. 049 0. 1 K= 4. 65 233. 9 120 10 0 117" 0" 0. 0 REF F2 4" 6 0 3916" 5.3 fps 23.3 4 .260" 0 0 60 ' 0" 0. 013 1.3 233. 9 120 10 0 9916" 513" 2.3 REF A6 4" 1 0 216" 5.3 fps 26. 9 4 .260" 1 0 30 ' 0" 0 . 013 0. 4 233. 9 120 10 0 3216" -2 ' 6" -1.1 REF H1 4" 1 0 2911" 5.3 fps 26. 3 4 .260" 0 0 1010" 0. 013 0.5 233. 9 120 10 0 39'1" -216" -1.1 REF A7 4" 3 0 35'10" 5.3 fps 25. 7 4 .260" 1 0 5010" 0. 013 1.1 233. 9 120 10 0 85110" 1514" 6.7 REF G1 4" 1 0 712" 5.3 fps 33. 5 4 .260" 0 0 1010" 0. 013 0.2 233. 9 120 10 0 1712" 712" 3. 1 REF B5 4" 1 0 715" 5.3 fps 36. 9 4 .260" 0 0 210" 0 . 013 0. 1 233. 9 120 10 0 915" 0" 0.0 REF W 233. 9 gpm PATH 1 K= 38.47 37.0 psi PATH 2 FROM HYDRAULIC REFERENCE 90 TO A4 HEAD 90 14 . 9 1" 0 0 313" 5. 6 fps 7 .1 7 . 1 0. 30 gpm/sq ft 1. 049" 0 0 0" 0. 075 0 .2 0. 0 K= 5. 60 14. 9 120 40 0 313" 0" 0. 0 7 .1 CONTINUED 7.3 psi IMMACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11111103 14:25 REMOTE AREA #3 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 90 TO A4 CONTINUED HEAD 30 15. 1 11/" 0 0 8111" 6.5 fps 7 . 3 7 .3 0. 15 gpm/sq ft 1. 380" 0 0 0" 0.073 0. 6 0.0 K= 5. 60 30. 0 120 40 0 8 ' 11" 0" 0.0 7.3 HEAD 31 15.8 11-�" 4 0 1819" 7 .3 fps 8 . 0 8 . 0 0. 16 gpm/sq ft 1 . 610" 0 0 1610" 0. 075 2 . 6 0. 0 K= 5. 60 45.8 120 40 0 3419" -7'10" -3.4 8.0 HEAD 32 15. 0 11,�" 0 0 1010" 9.7 fps 7 .2 7.2 0. 15 gpm/sq ft 1. 610" 0 0 0" 0. 127 1. 3 -0.0 K= 5. 60 60. 8 120 40 0 10'Off 11" 0.4 7.2 HEAD 33 16. 6 0 0 1010" 12 .3 fps 8 . 8 8 . 8 0. 17 gpm/sq ft 1 . 610" 0 0 0" 0.198 2 . 0 0. 0 K= 5. 60 77.5 120 40 0 10'Off 11" 0.4 8.8 HEAD 34 18 .7 11�" 0 0 1010" 15.3 fps 11.2 11.2 0. 19 gpm/sq ft 1. 610" 0 0 0" 0.295 3. 0 0.0 K= 5. 60 96.2 120 40 0 10'0" 11" 0.4 11.2 REF 105 1 1 0 614" 15.3 fps 14 .5 1. 610" 1 0 12 ' 0" 0.295 5. 4 96.2 120 40 0 18'4" 215" 1.1 REF A4 96.2 gpm PATH 2 K= 20.99 21.0 psi PATH 3 FROM HYDRAULIC REFERENCE 22 TO Ell HEAD 22 20.2 1" 0 0 12' 0" 7.6 fps 13.1 13. 1 0. 13 gpm/sq ft 1 . 049" 0 0 0" 0. 133 1. 6 -0 . 0 K= 5. 60 20.2 120 40 0 1210" 1'3" 0.5 13. 1 HEAD 23 21. 8 1114" 0 0 1210" 9.1 fps 15.2 15.2 0 . 14 gpm/sq ft 1.380" 0 0 0" 0 .135 1. 6 0. 0 K= 5.60 42.1 120 40 0 1210" 113" 0.5 15.2 CONTINUED 17.4 psi IyiNJACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11111103 14 :25 REMOTE AREA #3 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pin ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 22 TO F1 CONTINUED REF 11-)3 11-z" 0 0 12 ' 0" 6.7 fps 17 . 4 1. 610" 0 0 0" 0.064 0. 8 42.1 120 40 0 12 'Olt 113" 0.5 REF 102 1 " 1 0 617" 6.7 fps 18 .7 1. 610" 1 0 12 ' 0" 0. 064 1 .2 42. 1 120 40 0 1817" 2' 1" 0. 9 REF A2 -19. 6 3" 0 0 5 'loll 0 . 9 fps 20. 8 PATH 4 3. 260" 0 0 0" 0.001 0 . 0 K= -4 .31 22.4 120 10 0 5110" 0" 0. 0 REF Al 1;.I" 1 0 11" 3. 6 fps 20 . 8 1. 610" 1 0 1210" 0. 020 0. 3 22. 4 120 40 0 12 '11" 11" 0. 4 REF 100 1;.�" 1 0 4111" 3.4 fps 21. 4 1. 650" 0 0 410" 0. 018 0.2 22. 4 120 41 0 81 11" 0" 0.0 REF 101 1;-�" 5 0 72 '11" 3. 6 fps 21. 6 1 . 610" 1 0 28 ' 0" 0. 020 2 . 0 22. 4 120 40 0 100 ,11" 2111" 1.3 REF D1 3" 0 0 4111" 0. 9 fps 24 . 9 3.260" 0 0 0" 0. 001 0. 0 22.4 120 10 0 4111" 0" 0.0 REF A5 3" 1 0 3 '10" 0.9 fps 24 . 9 3 .260" 1 0 2210" 0 .001 0. 0 22. 4 120 10 0 25110" -3'10" -1.7 REF F1 22.4 gpm PATH 3 K= 4.65 23.2 psi IYNACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11111103 14 :25 REMOTE AREA #3 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T IT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE A2 TO A3 REF A2 19. 6 3" 0 0 1311" 0.8 fps 20. 8 PATH 3 3.260" 0 0 0" 0. 001 0. 0 K= 4 .31 19. 6 120 10 0 13 '1" 0" 0. 0 REF A3 19. 6 gpm PATH 4 K= 4.31 20.8 psi IMMACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11111103 14:25 HYDRAULIC DESIGN INFORMATION SHEET Job Name: IMMACULATE CONCEPTION CHURCH Location: 1200 EAST 5TH ARLINGTON, WASH 98223 Drawing Date: 11-15-03 Remote Area Number: 4 Contractor: BURNS FIRE SYSTEMS Telephone: 877-388-0124 PO BOX 1110 GRANITE FALLS, WA 98252 Designer: NICK Calculated By:SprinkCALC CSC Systems & Design Construction: Occupancy: Reviewing Authorities:ARLINGTON SYSTEM DESIGN Code:NFPA 13 Hazard:LIGHT System Type:WET Area of Sprinkler Operation 1125 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make: Model:BV-QR Area per Sprinkler 112 sq ft( Orifice: 1/2 K-Factor: 5. 60 Hose Allowance Inside 0 gpm Temperature Rating:200 Hose Allowance Outside 100 gpm CALCULATION SUMMARY 12 Flowing Outlets gpm Required: 297.9 psi Required: 37.8 @ CITY CONN WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date of Test Rated Capacity 0 gpm ( Capacity 0 gal Static Pressure 61. 0 psi Rated Pressure 0.0 psi ( Elevation 0 Residual Pres 20.0 psi Elevation 0 At a Flow of 2000 gpm Make: Well Elevation 0" Model: Proof Flow 0 gpm Location: SITE Source of Information: SYSTEM VOLUME 498 Gallons Notes: ,ms.tag 8� VDA .Yates J)O'a10• n lip.SPA �`F OU7 fb�ou��zNba CO) 0 0 C) • 0 O 0 _ O O O O — -- - W � NKO -' 3 yoga Z M 0 Ca G) DC 0cn --- 0m 0 -1 — -- m D p = n OD m I (J Z O C7 O = C TJ 0 2 0 O N I3 T � �� cn -• C 0 (D o CD cn r m 0 im m cn CD m (n CD Ca m 0 0 000 o O O co -o v 0 Wca -- - 3 - - cn fn w nma,.6 m = 0 Q, N cn v C CD N N W v O CA OD Qp 3 V cO Cn O CD CD N C1 N 0 0 33 CA 0 � -4 c v O � � - — cn ; Dm � a CA CJ1 O O IMMACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11111103 14 :25 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 198 28.8 psi 1 4" Grvd 90 Ell 10 ' 120 4 . 026 198 0. 1 1 Pipe 4" 10x21 CSC Grvd 0 ' 120 4 .260 198 0.0 Total Loss for TO SYSTEM 0.1 psi 1 4" Grvd Butterfly Valve CSC "BFV" 14 ' 120 4 . 026 198 0.2 1 4" Fingd Back Flow Valve Ames "3000 CHART LOSS 198 7 . 5 Elevation Change 210" 0. 9 Total Loss for THRU RISER 8.5 psi Hydr Ref Rl Required at AT BASE OF RISER 198 37.4 psi 4 6" Fingd 90 Ell 56' 120 6. 065 198 0 . 1 1 6" Fingd Tee 30 ' 120 6. 065 198 0.1 1 Pipe 6" DIx18 Cl 52 250' 140 6. 590 198 0.2 Fixed Flow OUTSIDE HOSE 100 gpm Total Loss for THRU UNDG 0.4 psi Hydr Ref R2 Required at CITY CONN 298 37.8 psi Water Source 61.0 psi static, 20.0 psi residual @ 2000 gpm 298 gpm 59.8 psi SAFETY PRESSURE 22.0 psi Available Pressure of 59.8 psi Exceeds Required Pressure of 37.8 psi This is a safety margin of 22.0 psi or 37 % of Supply Maximum Water Velocity is 11.5 fps INUMACULATE CONCEPTION CHURCH Drawing Date:1I-15-03 11111103 14:25 r LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1.85 / ID^4 .87 Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pv Velocity pressure (psi) where Pv = 0 . 001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition, - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths MACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11111103 14:25 REMOTE AREA #4 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 42 TO W (PRIMARY PATH) HEAD 42 14 . 8 1" 0 0 1410" 5. 6 fps 7.0 7 . 0 0 . 13 gpm/sq ft 1. 049" 0 0 0" 0. 075 1.0 0. 0 K= 5. 60 14 .8 120 40 0 14 '0" 0" 0.0 7.0 HEAD 45 15. 9 1" 0 0 313" 11.5 fps 8 .0 8 . 0 0. 14 gpm/sq ft 1. 049" 1 0 5' 0" 0.288 2.4 0.0 K= 5. 60 30. 7 120 40 0 813" 0" 0.0 8.0 REF 134 31. 9 11,1" 0 0 811" 10. 0 fps 10. 4 PATH 3 1. 610" 0 0 0" 0. 133 1. 1 K= 9.89 62. 6 120 40 0 8 '1" 111" 0.5 REF 133 36. 1 2" 1 0 8111" 9. 5 fps 11. 9 PATH 7 2 . 067" 1 0 1510" 0. 092 2 .2 K= 10. 44 98.7 120 40 0 23111" 210" 0. 9 REF C1 3" 0 0 6'7" 3. 8 fps 15. 0 3.260" 0 0 0" 0. 010 0. 1 98. 7 120 10 0 617" 0" 0.0 REF C2 99. 1 3" 1 0 46110" 7 .7 fps 15.1 PATH 2 3.260" 0 0 710" 0. 036 1. 9 K= 25. 53 197. 9 120 10 0 53110" 314" 1.4 REF C3 4" 1 0 116" 4 .5 fps 18.5 4 .260" 0 0 1090" 0.010 0.1 197. 9 120 10 0 1116" 1" 0.0 REF H1 4" 1 0 2911" 4 .5 fps 18 . 6 4 .260" 0 0 1010" 0. 010 0 . 4 197. 9 120 10 0 3911" -216" -1. 1 REF A7 4" 3 0 35110" 4 .5 fps 17 . 9 4 .260" 1 0 5010" 0 . 010 0.8 197. 9 120 10 0 85110" 15' 4" 6.7 CONTINUED 25.4 psi INdvjACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11111103 14:25 REMOTE AREA #4 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T IT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 42 TO W (PRIMARY PATH) CONTINUED REF G1 4" 1 0 712" 4 .5 fps 25. 4 4 .260" 0 0 10'0" 0. 010 0.2 197. 9 120 10 0 1712" 712" 3. 1 REF B5 4" 1 0 715" 4 . 5 fps 28.7 4 .260" 0 0 210" 0. 010 0. 1 197. 9 120 10 0 915" 0" 0. 0 REF W 197. 9 gpm PATH 1 K= 36.89 28.8 psi PATH 2 FROM HYDRAULIC REFERENCE 38 TO C2 HEAD 38 14 .8 1" 0 0 14 ' 0" 5. 6 fps 7 .0 7 . 0 0. 13 gpm/sq ft 1. 049" 0 0 0" 0. 075 1. 0 0. 0 K= 5.60 14.8 120 40 0 14'0" 0" 0.0 7.0 HEAD 39 15. 9 1" 0 0 313" 11 . 5 fps 8. 1 8. 1 0. 14 gpm/sq ft 1. 049" 1 0 5'0" 0.288 2. 4 0. 0 K= 5.60 30. 8 120 40 0 8'3" 0" 0.0 8 . 1 REF 139 32.2 0 0 811" 10. 0 fps 10. 4 PATH 4 1. 610" 0 0 0" 0. 135 1. 1 K= 9.97 63. 0 120 40 0 8 'ill 1' ITT 0. 5 REF 138 36.2 2" 1 0 8 '11" 9. 6 fps 12 . 0 PATH 8 2. 067" 1 0 1510" 0. 092 2.2 K= 10.44 99.1 120 40 0 23'11" 2 '0" 0. 9 REF C2 99.1 gpm PATH 2 K= 25.53 15.1 psi PATH 3 FROM HYDRAULIC REFERENCE 43 TO 134 HEAD 43 15. 9 1" 0 0 1314" 6.0 fps 8 . 1 8. 1 0. 14 gpm/sq ft 1.049" 1 0 5'0" 0. 085 1. 6 0. 0 K= 5.60 15. 9 120 40 0 1814" 0" 0. 0 8. 1 CONTINUED 9. 6 psi � IYNACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11111103 14:25 REMOTE AREA #4 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 43 TO 134 CONTINUED REF 136 13,4" 0 0 51 9" 3. 4 fps 9. 6 1.380" 0 0 0" 0 . 022 0. 1 15. 9 120 40 0 519" 0" 0. 0 REF 135 16. 0 11�" 0 0 318" 5. 1 fps 9. 8 PATH 5 1. 610" 1 0 810" 0. 038 0. 4 K= 5.13 31. 9 120 40 0 11'8" 6" 0.2 REF 134 31. 9 gpm PATH 3 K= 9.89 10.4 psi PATH 4 FROM HYDRAULIC REFERENCE 37 TO 139 HEAD 37 15. 9 1" 0 0 1311" 6.0 fps 8. 1 8. 1 0. 14 gpm/sq ft 1. 049" 1 0 51 0" 0. 086 1.5 0. 0 K= 5. 60 15.9 120 40 0 1811" 0" 0.0 8.1 REF 141 1114" 0 0 610" 3.5 fps 9. 6 1 .380" 0 0 0" 0 . 022 0.1 15. 9 120 40 0 610" 0" 0.0 REF 140 16. 3 1 0 0 318" 5.1 fps 9.8 PATH 6 1. 610" 1 0 810" 0. 039 0. 5 K= 5.20 32.2 120 40 0 1118" 6" 0.2 REF 139 32.2 gpm PATH 4 K= 9. 97 10.4 psi PATH 5 FROM HYDRAULIC REFERENCE 35 TO 135 HEAD 35 16. 0 1" 0 0 612" 6.0 fps 8.2 8 .2 0. 14 gpm/sq ft 1. 049" 2 0 1010" 0 . 086 1. 4 -0. 0 K= 5.60 16.0 120 40 0 1612" 5" 0.2 8.2 REF 135 16.0 gpm PATH 5 K= 5.13 9.8 psi , IININACULATE CONCEPTION CHURCH Drawing Date:11-15-03 11111103 14:25 REMOTE AREA #4 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 36 TO 140 HEAD 36 16.3 1" 1 0 6'2" 6.1 fps 8 . 4 8 . 4 0. 15 gpm/sq ft 1. 049" 1 0 710" 0. 089 1 .2 -0. 0 K= 5. 60 16.3 120 40 0 13'2" 5" 0.2 8 .4 REF 140 16.3 gpm PATH 6 K= 5.20 9.8 Psi PATH 7 FROM HYDRAULIC REFERENCE 44 TO 133 HEAD 44 17 . 5 1" 0 0 1116" 6. 6 fps 9. 8 9. 8 0 . 16 gpm/sq ft 1. 049" 0 0 0" 0. 102 1.2 -0. 0 K= 5. 60 17. 5 120 40 0 11'6" 0" 0.0 9.8 REF 137 11L4" 0 0 216" 3. 8 fps 10 . 9 1. 380" 0 0 0" 0 . 027 0. 1 17 .5 120 40 0 216" 0" 0.0 HEAD 46 18 . 6 11,4" 0 0 313" 7 .8 fps 11.0 11. 0 0. 17 gpm/sq ft 1.380" 1 0 610" 0. 102 0. 9 -0.0 K= 5. 60 36. 1 120 40 0 913" 0" 0.0 11.0 REF 133 36. 1 gpm PATH 7 K= 10.44 11. 9 psi PATH 8 FROM HYDRAULIC REFERENCE 41 TO 138 HEAD 41 17.6 1" 0 0 1113" 6. 6 fps 9 . 8 9. 8 0. 16 gpm/sq ft 1. 049" 0 0 0" 0. 102 1. 1 -0. 0 K= 5.60 17. 6 120 40 0 1113" 0" 0.0 9. 8 REF 142 119" 0 �0 2 ' 9" 3. 8 fps 11 . 0 1.380" 0 0 0" 0 .027 0. 1 17. 6 120 40 0 2' 9" 0" 0.0 HEAD 40 18. 6 1''4" 0 0 3" 3" 7 . 8 fps 11. 0 11.0 0. 17 gpm/sq ft 1. 380" 1 0 610" 0. 102 0 . 9 -0 . 0 K= 5. 60 36.2 120 40 0 913" 0" 0.0 11. 0 REF 138 36.2 gpm PATH 8 K= 10.44 12.0 psi r i _ �1 r i i RE C E I V E6 6 NUV 19 2W3 Utilities Div. City of Arlington • Building Department REQUEST FOR REVIEW FORM NAME T. -Wn4 C1A.t..► (-h BP #:_ D 3 -57146 DATE: � RETURN THIS FORM BY: PROJECT SUMMARY: 4!;q Sk W1 RESPONDING DEPARTMENTS: r'L -) ❑ TOM C., FIRE —t(AREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ SHARREE L., GENERAL SERVICES ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE,AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE r �/J QVNGroy City of Arlington 9 •Ar Division 7`r$ING�O Memo To; Immaculate Conception Church c/o Burns Fire Systems Inc. Cc David Anderson, Building Official From: Karen Latimer, Utilities Manager Date: December 1, 2003 Re: Utility Review, Building Permit#03-5740, Fire Sprinkler Your fire sprinkler system construction documents submitted with building permit#03-5740 have been reviewed for compliance with cross connection control regulations. To receive approval for occupancy from the Water Department, you will need to complete the items listed below. Cross Connection 1. Call for inspections at the following points of construction. a. Prior to covering interior piping. b. Prior to covering underground piping. c. Prior to requesting final inspection by the Building Department. 2. After the Double Check Detector Assembly (DCDA) has been installed, it must be tested by a State of Washington and City of Arlington approved Backflow Assembly Tester(list enclosed), and then be inspected by the City of Arlington Water Department. Provide a copy of the test report prior to calling for inspection. Please provide the requested information so we may finish processing your construction application review. I can be contacted at 360-403-3505 to answer your questions. • Page t - 1 BURNS FIRE SYSTEMS, INC. P.O.Box 1110 GRANITE FALLS,WA 98252 Ph: (425)388-0124 Fax(360)691-2704 LETTER OF TRANMITTAL BURNSFS02403 City of Arlington Planning&Development 238 N.Olympic Avenue Arlington,WA 98223 RE:Immaculate Conception Church We are sending you Attatched Under Separate cover via the following items: Shop Drawings Prints X Plans Samples Specifications Copy of letter Change Order Other X Copies Date: No. Description: 5 11/19/03 Prints and calculations,permit application. These are Transmitted as checked below: For Approval X Approved as submitted Resubmit copies for approval For your use Approved as noted Submit copies for distribution As requested Returned for corrections Return corrected prints For review and comment:Please return two copies to our office so that we can have one copy for our office file and one for the jobsite. For Bids Due COPY TO SIGNED:Dion Smith IF ENCLOSURES ARE NOT AS NOTED,KINDLY NOTIFY US AT ONCE RECEIVED NOV 1 9 2003 CITY OF ARLINGTON 0 0 u i 0 0 0 c0 00 _ M O In o N N O O 00 T O m n O O O •_ O O n p O O n n O IN o0 co Ot O m N O o0 ._ n W \.- N O �. 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