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20215 67TH AVE NE_962123_2026
CITY ELF A RL I NO-FON CONSTRUCTION PE RM I T PERM I T NO- o 49&—a 1 a3 Owner: NW HARDWOODS 20015 67TH AVE ARt INGTON 98223 Value of Work: '1,:.000.00 Tax ID: 143105-2-015-001 Phone: 43 -•8002 Describe Work: Ij�!STALL NEW SPRINKLER SYS`TE"M Proposed Use: SAW MILL Legal Description: ,Job Address: 20010 67TH AVE Contractor' s Nane Type Address License# BURNS SERVICES & SUPPLY S P.O. BOX 7B43 PURNSSS050CB TOTALS Fee Permit Fee $163.50 Plan Fee $296.28 State fee $4.50 SIGNATURE: TOTAL FEE..... .......... . .. $464.28 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND PAYMENTS.... . . ... . .... . . . . $0.0 KNOIo' THE SAME TO ICE TRUE AND COR- RECT LL PROVISIONS OF LAWS AND TOTAL DUE... .. .... . .. .... . 464.28 ORB: ,ICES GOVERNING THIS TYPE OF WOR! rLL BE 'OMPLIED WITH WHETHER ED Hr ' ..III+ NO*f DATE RECEIPT # 5O Ai�ILUING OFFICIAL Vq QUANTUM CONSTRUCTION, ING. Commercial/Industrial WOE .� 96 / ANACOf1 M WA 00221 / ►°° ^O \ ��� •— tn�M eMeYM FAX /1200)293.4136 12001 209.00G6 eon+ 1.1t.wAN1CI IGn of v D�- . I . -� _ . _.L • .. ._ Y_ ^• J� ••_ - - .• _.. - �= _ - -�..�._ yr_ -,I i= I 1 IH -) Ij:{.L' , 1 _1]' '� �� - i I I I BUELDING PERMIT APPLICATION CHECKLIST RES & DUPLEX COMM & IND APPLICATION APPLICATION SITE PLAN SITE PLAN ARCH. DRAWINGS ARCH. DRAWINGS STRUCT DRAWINGS STRUCT DRAWINGS LEGAL DESCRIPTION LEGAL DESCRIPTION ENERGY CALCS ENERGY CALCS STORM DRAINAGE STORM DRAINAGE SEPTIC TANK DESIGN SEPA CHECKLIST UTILITY DRAWINGS STRUCT CALCS Three ( 3 ) copies of each are required Four ( 4 ) copies of each are required for application for application ZONING SETBACKS: FRONT USE REAR LOT COVERAGE SIDE PERMIT TRACING Name: &X/t/S S,� ,e�i cr,l�_- S Permit #: Project Type: S,D�/.c//�� C2 Date Received 7r /7, DISTRIBUTED RETURNED DISTRIBUTED - RETURNED Public Works — ,(-, 7 P-z- Fire Dept John Farrens Date returned for corrections ��- Date resubmitted with corrections Date ready to issue: $ —M qe Date issued: B u ildlfo rmslchecklst � 1 , City of Arlington Building Dept ' r-IRE DEPARTMENT GIIECKL.IL). PERMIT # DATE: C,.-- NAME: ADDRESS: / t/O 7 t G` LEGAL: Vie'/ BUILDING USE: OCCUPANCY CLASSIFICATION: F- A A B E / F H 1 2 12.1131 4 1 1 2 1 3 ' 1 1 2 1 2 3 4 5 6 7 I M R S U 1.1 1.2 2 3 1___T 3 1 2 3 4 5 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR N ONE-HOUR N H.T. ONE-HOUR N Item inspected&completed Signature & Date: Site Plan: Approv Denied ---�h- Access Requireme ts: t'ey.&,!,�3 �Lo �,F w �i y /3,GC C44we- - -_�_ Required: Fire lane: Sprinkler system: Alarm system: v1 'j i Knox Box: '5r ' y-15 Fire extinquishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: ' A 3 0 19 Location of address on building: (',TO NI FIRE DEPT: �� Date: ZS'=y Signature BuildlformUchocklist - - Imr .um ;7 1 f J� 1 -J 'I — � � L I - —j 1_1 II � .l 1 _ I 1_ � 1 _}U II •� =1 1 ■ I ■ , j 1 I N I I I 1TI _r.I IJ I — 1 1 I I I I� f n ■ 1 1 1 1 _p 1 _1 - 1 ■L I I L. T ,`I 1 . -MEN- - ila. -m,` -i I _ n 1e1 7 ■ -P nu JLL— ILI I I•:� � � 1 I I w - - - - — - u u I I 1 j it0 City of Arlington Building Dept 1 J' MMA PUBLIC WORKS DEPARTMENT CHECKLIST PERMIT # DATE 0 ACCOUNT # NAME: lalf vi�°Tf/CiJFS'� '7/t2 vG° ADDRESS: f ! e� 2 LEGAL: lq 3/ei� /5 ri BUILDING USE: �� ' f # OF BUILDING UNITS: TOTAL ERU DESIGN UNITS: t Item is inspected and complete I : I. ;-1 Existing Required SIGNATURE: Date WATER METER REQUIRED. HEALTH DEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: N GARBAGE CONTAINER PAD: / CROSS-CONNECTION CONTROL: V/ BACKWATER VALVE: SEWER REQUIRED: Off site On site CURBS: Off site A I tA On site gir- SIDE WALK: Off site On site PAVING: Off site i I(t+ On site N STORM DRAINAGE: Off site I 1 LA- On site �V PRETREATMENT DISCHARGE PERMIT: YES NO ✓ RECEIVE WATER/SEWER FEES PAID: YES NO,/ JUL 3 0 1996 CITY OF ARLINGTON BuilMomis\u-check t t � y ZW.NIWPft IF 1_01 ! I _ _ r 1_ �l 1 11 1 . ' ( : ,�•1 1, 1 1 1 1 1 1 - • - r 11 I I I 1 I -TT , 1 I, 1 , - •- 7-1 t 5 JyL 1 1 I I 1 1 , 1 1 I` - 1 I� r 1 1 ■I-rLDAp im"17 1 1 r T■ 1 TI 1 r ~ I \L1 _ �11_I I--Lt -I ell -L a_ -1 fJ J � 1 J � • f I I 1■ ■ L. . r1 1 J 1 JI 1 1 jo ' — - � � � J I I I 1 I III I IL 1 1 '1 ] IN 1 - LL ii�77111 1� 1111� Al 1 I • 1 111 I IT 1■1 dL 1 101 1 111 111 Lr.• 1 1 L -11 - .11 u 111 I L I 11 1 ]"T X-1 r f r, b ^'N P 0 Cl. ' 2 A W��•� o I a V 1 O N �1 @) i - 3 0 0 u- o�o tR m m w m z , } p�o CgY _N a G � N tiD Z N a LC 2 v O _ t 7 - � §80 77 NN � 1 0 u a ' Iw- ' N 3 QA 1 �}Q o/V 080 � � vm� i i � f ti �SSS o a oq 400 a 3. .o$S 0 o r>� . 17 Q . m U ao r gyVN In In L'I cu In I I w p' v+ a Q m O N o � � O �. o i I II � o � I Z +- T FI +sd ainssaJd HYDRAULIC DESIGN INFORMATION SHEET Project Name : NORTHWEST HARDWOODS Date : 7/1/96 Calc by: D_ Yates ------------------------------------------------------------------- Protection by: BURNS SERVICES Protection P.O-BOX 7843 EVERETT, WA Property: NORTHWEST HARDWOODS SASH/GANG INSTALLATION ARLINGTON, WASHINGTON ------------------------------------------------------- SYSTEM DESIGN & CALC SUMMARY: HAZARD DESCRIPTION: REMOTE AREA BASED ON FACTORY MUTUAL REQUIREMENTS _20/4000 SQ.FT. DRY SYSTEM SPKR ORIF . SIZE = 1/2K-FACTOR = 5 . 6 REQUIRED WATER AS CALCULATED: SYSTEM REQ'T 1069 .36 GPM I/S HOSE &/OR RACK ALLOW. GPM AT B .O.R. OUTSIDE HOSE (OR COMBINED) 500 GPM TOTAL WATER REQUIREMENT 1569 . 36 GPM AT P_O.C_ PRESSURE REQ'D: @ P_O.C.= 46. 16 P. S . I . @ B .O.R.= 44 . 16 STATIC PRESSURE : 90 P. S . I . RESIDUAL PRESSURE : 74 P. S _ I. @ 1210 -G_ P.M. FLOWING FLOW TEST DATE : NEAR EXIST STG. SHED FLOW GRAPH SUMMARY: TOTAL PRESSURE AVAILABLE @ 1569 .36 G. P.M_ = 63 . 8 P_ S _I _ TOTALWATERAVAILABLE @ 46.16 P. S . I . = 2078 G. P.M. ------- - - ----------------------------------------- ABBREVIATIONS: PT - PRESSURE TOTAL E - 90 DEG_ ELL BV - BUTTERFLY VA ALV - ALARM VA PE - PRESS. ELEVATION EE - 45 DEG. ELL GV - GATE VALVE DELV - DELUGE VA l ------------------------- ------------------------- --------------------- K= 5.60 Diameter= 1 . 049 Pee=1 Pipe= 3 . 00 PT=11 . /6 218" STUBUP Q=19.20 Loss/ft .= 0 . 169 E11=2 Fitts= 7 PF= 1 . 59 C=100 Total=10 . 00 PT=13 . 35 *** K=5 .255 *** --------------------------------------------------------------------------- K= 5. 60 Diameter= 1 . 049. Tee=1 Pipe= 3 . 10 PT=11 . 76 3 ' 1" STUBUP Q=19.20 Loss/ft .= 0 . 169 E11=2 Fitts= 7 PF= 1 . 61 C=100 Total=10 . 10 PT=13 . 37 *** K=5 .251 *** --------------------------------------------------------------------------- K= 5.60 Diameter= 1 . 049 Tee=1 Pipe= 1 .25 PT=11 . 76 1 ' 3" STUBUP Q=19.20 Loss/ft .= 0 . 169 E11=2 Fitts= 7 PF= 1 . 30 C=100 Total= 8 .25 PT=13 . 05 *** K=5 . 314 *** --------------------------------------------------------------------------- K= 5.60 Diameter= 1 . 049 Tee=1 Pipe= 0 . 50 PT=11 . 76 6"ARMOVER Q=19.20 Loss/ft .= 0 . 169 E11=2 Fitts= 7 PF= 1 . 17 C=100 Total= 7 . 50 PT=12 . 93 *** K=5.34 *** --------------------------------------------------------------------------- K= 5.60 Diameter= 1 . 049 Tee=1 Pipe= 2 . 50 PT= 6. 98 2 ' 6" STUBUP Q=14.80 Loss/ft .= 0 . 104 E11=2 Fitts= 7 PF= 0 . 93 C=100 Total= 9 . 50 PT= 7 . 92 *** K=5 .26 *** --------------------------------------------------------------------------- K= 5.60 Diameter= 1 . 049 Tee=1 Pipe= 4 . 00 PT= 6. 98 4 ' STUBUP Q=14.80 Loss/ft .= 0 . 104 E11=2 Fitts= 7 PF= 1 . 09 C=100 Total=11 . 00 PT= 8 . 07 *** K=5 .208 *** --------------------------------------------------------------------------- K= 5.60 Diameter= 1. 049 Tee=1 Pipe= 4 .25 PT= 6. 98 4 '2" STUBUP Q=14.80 Loss/ft .= 0 . 104 E11=2 Fitts= 7 PF= 1 . 11 C=100 Total=11 .25 PT= 8 . 10 *** K=5.2 *** --------------------------------------------------------------------------- K= 5.60 Diameter= 1. 049 Tee=1 Pipe= 2 . 50 PT= 6. 98 2 ' 6" STUBUP Q=14.80 Loss/ft .= 0 .104 E11=2 Fitts= 7 PF= 0 . 93 C=100 Total= 9 . 50 PT= 7 . 92 ***, K=5 .26 *** -------------------------------------------------------------------------- K= 5.60 Diameter= 1. 049 Tee=1 Pipe= 1 . 10 PT= 6. 98 1 ' 1" STUBUP Q=14.80 Loss/ft .= 0 . 104 E11=2 Fitts= 7 PF= 0 . 79 C=100 Total= 8 .10 PT= 7 .77 *** K=5 .309 *** --------------------------------------------------------------------------- K= 5.60 Diameter= 1 .049 Tee=1 Pipe= 2 . 10 PT= 6. 98 2' 1" STUBUP Q=14.80 Loss/ft .= 0.104 E11=2 Fitts= 7 PF= 0 . 89 C=100 Total= 9 . 10 PT= 7 . 88 *** K=5 .273 *** --------------------------------------------------------------------------- K= 5.60 Diameter= 1.049 Tee=1 Pipe= 3 . 50 PT= 6. 98 3 ' 6" STUBUP Q=14.80 Loss/ft .= 0 . 104 E11=2 Fitts= 7 PF= 1 . 04 C=100 Total=10 . 50 PT= 8 . 02 *** K=5 .225 *** --------------------------------------------------------------------------- K= 5.60 Diameter= 1 . 049 Tee=1 Pipe= 4 . 50 PT= 6. 98 4 ' 6" STUBUP Q=14.80 Loss/ft .= 0 .104 E11=2 Fitts= 7 PF= 1 . 14 C=100 Total=11 . 50 PT= 8 . 13 *** K=5. 191 *** --------------------------------------------------------------------------- K= 5.60 Diameter= 1 . 049 Tee=1 Pipe= 4. 50 PT=11 . 03 4 ' 6" STUBUP Q=18.60 Loss/ft .= 0. 159 E11=2 Fitts= 7 PF= 1 . 74 C=100 Total=11 . 50 PT=12 . 77 *** K=5 .204 *** --------------------------------------------------------------------------- K= 5.60 Diameter= 1. 049 Tee=1 Pipe= 3 . 10 PT=11 . 03 3 ' 1" STUBUP Q=18.60 Loss/ft .= 0 . 159 E11=2 Fitts= 7 PF= 1 . 52 C=100 Total=10 . 10 PT=12 . 55 *** K=5 .25 *** --------------------------------------------------------------------------- K= 5.60 Diameter= 1. 049 Tee=1 Pipe= 1 . 75 PT=11 . 03 1 ' 8" STUBUP Q=18.60 Loss/ft .= 0 . 159 E11=2 Fitts= 7 PF= 1 . 30 C=100 Total= 8 . 75 PT=12 . 33 *** K=5 .295 *** r i -------------------------- --------------------------- --------------------- K= S- 60 Diameter= 1. 049 ee=1 Pipe= 1 .33 PT=11 . 3 1 ' 4" STUBUP Q=18. 60 Loss/ft _= 0 . 159 E11=2 Fitts= 7 PF= 1 .24 C=100 Total= 8 . 33 PT=12 .27 *** K=5 . 31 *** --------------------------------------------------------------------------- --- OUTLET TABLE --- OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET) MIN. FLOW 1 5 .255 15 . 844 20 . 92 26. 00 19 .20 2 5 .251 15 . 123 20 . 42 29 . 10 19 .20 3 5 .314 15 .962 21 .23 29 . 10 19 .20 4 5 . 340 18 . 987 23 .27 26. 00 19 .20 5 5 .255 15 . 861 20 . 93 26. 00 19 .20 6 5 .251 15 . 142 20 . 43 29 . 10 19 .20 7 5 .314 15 . 981 21 .24 29 . 10 19 .20 8 5 . 340 19 . 008 23 .28 26. 00 19 .20 9 5 .255 15 . 925 20 . 97 26. 00 19 .20 10 5.251 15 .208 20 . 48 29 . 10 19 .20 11 5.314 16. 050 21 .29 29 . 10 19 .20 12 5 .340 19 . 084 23 . 33 26.00 19 .20 13 5 .260 12 . 721 18 . 76 25 .10 14 . 00 14 5 .208 12 . 625 18 . 50 26. 50 14 . 00 15 5 .200 13 . 484 19 . 09 26. 50 14 . 00 16 5 .260 15 .981 21 . 03 25 . 0❑ 14 . 00 17 5 .309 19 . 952 23 . 71 23 . 50 14 . 00 18 5 .273 11 . 708 18 . 04 25 . 00 14 . 80 19 5 .225 11 . 789 17 . 94 25 . 50 14 . 80 20 5 .191 11 . 684 17 .74 26. 90 14 . 80 21 5 .204 12 . 773 18 . 60 26.50 18 . 60 22 5 .250 15 .700 20 . 80 25 . 10 18 . 60 23 5 .295 17 . 057 21 . 87 24 . 50 18 . 60 24 5 . 310 18 .893 23 . 08 24 . 00 18 . 60 25 5.295 12 .229 18 .52 25 . 00 14 . 80 26 5 .295 12 . 324 18 . 59 25 . 50 14 . 80 27 5 .295 12 .249 18 .53 26. 90 14 . 80 28 5 .295 13 .399 19. 38 26. 50 18 . 60 29 5 .295 16. 488 21 . 50 25 .10 18 . 60 30 5 .295 17 . 920 22 .41 24. 50 18 . 60 31 5. 310 19 . 860 23 .66 24 . 00 18 . 60 32 5 .273 12 . 452 18 .61 25 . 00 14 . 80 33 5 .225 12 . 550 18 . 51 25 .50 14 . 80 34 5 . 191 12 . 475 18 . 33 26. 90 14 . 80 35 5 .204 13 .620 19 .21 26. 50 18 . 60 36 5 .250 16. 686 21 . 45 25 . 10 18 . 60 37 5 .295 18 . 109 22 . 53 24 . 50 18 . 60 38 5.310 20 .042 23 .77 24 . 00 18 . 60 39 5 .273 12 . 589 18 . 71 25 . 00 14 . 80 40 5.225 12 . 690 18 .61 25 . 50 14 . 80 41 5 . 191 12 . 621 18 . 44 26. 90 14 . 80 42 5 .204 13 .775 19 . 31 26. 50 18 . 60 43 5 .250 16. 868 21 . 56 25 . 10 18 . 60 44 5 .295 18 . 302 22 . 65 24 . 50 18 . 60 45 5 . 310 20 .253 23 .90 24 . 00 18 . 60 46 5 .273 12 . 767 18 . 84 25 . 00 14 . 80 47 5 .225 12 . 872 18 . 75 25 . 50 14 . 80 48 5 . 191 12 . 810 18 . 58 26. 90 14 . 80 49 5 .204 13 . 977 19 . 46 26. 50 18 . 60 50 5 .250 17 . 103 21 . 71 25 . 10 18 . 60 51 5 .295 18 . 553 22 . 81 24. 50 18 . 60 52 5 . 310 20 . 527 24 . 06 24 . 00 18 . 60 t 1 / � l --- PIPE TABLE --- FT?Tf TTn?J FA Tf TTf1N \/Ti'.T.nrTTY PIPE NO- DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL uu~~+ FEET/SECOND 1 1 - 380 12 - 00 20 . 92 100 0 . 0521 0 . 625 4 - 5 2 1 . 610 9 - 67 41 - 34 100 0 - 0867 0 - 838 6. 5 3 1 . 610 9 - 00 62 .57 100 0 - 1867 1 . 680 9 - 9 4 1 . 610 4 . 00 85 - 84 100 0 - 3351 1 . 340 13 - 5 5 1 . 380 12 - 00 20 - 93 100 0 . 0522 0 . 626 4 . 5 6 1 . 610 9 . 67 41 . 36 100 0 - 0868 0 - 839 6- 5 7 1 . 610 9 - 00 62 . 60 100 0 .1869 1 - 682 9 - 9 8 1 - 610 4 . 00 85 - 89 100 0 - 3355 1 . 342 13 - 5 9 1 . 380 12 . 00 20 . 97 100 0 - 0523 0 - 628 4 - 5 10 1 . 610 9 - 67 41 . 45 100 0 - 0872 0 - 843 6. 5 11 1 - 610 9 . 00 62 . 74 100 0 - 1876 1 - 689 9 . 9 12 1 . 610 4 - 00 86. 07 100 0 . 3368 1 . 347 13 - 6 13 1 - 380 12 -00 18 - 76 100 0 . 0426 0 . 511 4 - 0 14 1 . 610 12 . 00 37 -27 100 0 . 0716 0 - 859 5 - 9 15 1 . 610 12 - 00 56- 36 100 0 - 1539 1 - 847 8 - 9 16 1 - 610 12 . 00 77 . 39 100 0 -2767 3 - 320 12 -2 17 1 - 610 5 .50 101 - 10 100 0 - 4536 2 - 495 15 - 9 18 1 . 380 7 - 50 18 . 04 100 0 . 0396 0 -297 3 .9 19 1 - 610 7 - 50 35 . 98 100 0 - 0671 0 . 503 5 . 7 20 1 - 610 6- 50 53 - 73 100 0 - 1408 0 - 916 8 . 5 21 1 . 610 9 - 50 72 . 33 100 0 .2441 2 - 319 11 - 4 22 2 . 067 9 . 50 93 - 13 100 0 - 1154 1 . 096 8 . 9 23 2 - 067 9 -50 115 .00 100 0 - 1705 1 - 620 11 - 0 24 2 . 067 10 - 00 138 - 08 100 0 -2391 2 - 391 13 -2 25 ' 1 - 380 7 - 50 18 - 52 100 0 . 0416 0 . 312 4. 0 26 1- 610 7 -50 37 - 10 100 0 . 0710 0 . 533 5 . 8 27 1'_ 610 6. 50 55 - 64 100 0 - 1502 0 - 977 8 . 8 28 1 . 610 9 . 50 75 . 02 100 0 .2612 2 - 481 11 . 8 29 2 - 067 9- 50 96.52 100 0 - 1233 1 - 171 9 .2 30 2 - 067 9 -50 118 . 93 100 0 - 1814 1 - 724 11 . 4 31 2 - 067 5 - 50 142 - 60 100 0 -2538 1 - 396 13 . 6 32 1 . 380 7- 50 18 . 61 100 0 . 0420 0 - 315 4 . 0 33 1 . 610 7 - 50 37 . 12 100 0 . 0711 0 . 533 5 . 8 34 1 . 610 6- 50 55 . 45 100 0 .1493 0 - 971 8 . 7 35 1 -610 9 - 50 74 .66 100 0 -2589 2 - 459 11 . 8 36 2- 067 9 -50 96- 10 100 0 . 1223 1 . 162 9 .2 37 2 - 067 9 -50 118 . 64 100 0 - 1806 1 . 716 11 - 3 38 2 . 067 5 - 50 142 . 41 100 0 -2532 1 - 393 13 - 6 39 , 1 . 380 7 - 50 18 . 71 100 0 . 0424 0. 318 4 . 0 40 1 - 610 7- 50 ;37 . 32 100 0 - 0718 0 - 538 5 - 9 41 1 - 610 6- 50 55 . 76 100 0 - 1509 0 . 981 8 - 8 42 1 . 610 9 - 50 75 - 08 100 0 -2616 2 . 485 11 . 8 43 2- 067 9 - 50 96. 64 100 0 - 1236 1 . 174 9 -2 44- 2. 067 9 - 50 119 .29 100 0 - 1825 1 - 733 11 - 4 45 2- 067 5 . 50 143 - 19 100 0 -2558 1 . 407 13 - 7 46 1-380 7.50 18 . 84 100 0 - 0429 0. 322 4 - 0 47 1 . 610 7 - 50 37 - 59 100 0 - 0727 0 - 545 5 - 9 48 1 - 610 6. 50 56- 17 100 0 - 1529 0 . 994 8 - 9 49 1 - 610 9 -50 75 . 62 100 0 -2651 2 - 518 11 . 9 50 2 - 067 9 - 50 97 - 33 100 0 - 1252 1 . 190 9 - 3 --- PIPE TABLE --- TRTrMTnM 7PTrrPTf1N 17 .T.O TTY PIPE N0. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 51 2. 067 9 . 50 120 . 14 100 0 . 1849 1 . 756 11 . 5 52 2. 067 5 .50 144 .20 100 0 .2591 1 . 425 13 . 8 53 2 .067 8 . 75 85 .84 100 0 .0992 0. 868 8.2 54 2 .067 8 . 75 85 . 89 100 0 .0994 0 . 869 8 .2 55 2 .067 8 . 75 86.07 100 0 .0997 0 . 873 8 .2 56 2 . 067 9 .25 101 .10 100 0 .1343 1 .243 9 . 7 57 2. 067 9 .25 138 .08 100 0 .2391 2 .212 13 .2 58 2 . 067 9 .25 142 .60 100 0 .2538 2 : 348 13 . 6 59 2 . 067 9 .25 142 .41 100 0 .2532 2 . 342 13 . 6 60 2 . 067 9 .25 143 .19 100 0 .2558 2 . 366 13 .7 61 2 . 067 9 .25 144 .20 100 0.2591 2 . 397 13 . 8 62 4 .260 8 .00 85 .84 100 0 .0029 0 . 023 1 .9 63 4 .260 8 . 00 171 . 72 100 0 .0106 0 . 085 3 . 9 64 4.260 58 . 00 257 . 79 100 0 . 0224 1 . 301 5 .8 65 6. 357 1 . 00 101 .10 100 0 .0006 0 . 001 1 . 0 66 6.357 4 . 00 358 .89 100 0 . 0059 0 . 024 3.6 67 6. 357 10 . 00 496.97 100 0 .0108 0 . 108 5 . 0 68 6.357 10 .00 639 .56 100 0 . 0171 0 . 171 6.5 69 6. 357 10 . 00 781 . 97 100 0 . 0249 0 .249 7 . 9 70 6. 357 9 . 50 925 .16 100 0 .0339 0 . 322 9 . 4 71 6. 357 77 . 00 1069 .36 100 0 .0444 3 . 417 10 . 8 72 6. 357 15 . 00 1069 .36 100 0 . 0444 0 . 666 10 . 8 73 6. 357 40 . 00 1069 .36 100 0 . 0444 1 . 775 10 .8 74 6. 357 45 . 00 1069 .36 120 0 .0317 1 . 425 10 .8 75 8 .249 299 . 00 1069 . 36 140 0 .0067 2 . 002 6.4 --- ROUTE N 1 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 1 20 . 92 1 . 380 0 12 . 0 15 . 84 K=5 .255 0 . 05 0 0 0 . 00 0 . 00 PIPE 1 20 . 92 100 0 12 . 0 0 . 63 15 .84 --------------------------------------------------------------------------- OUTLET 2 20 . 42 1 . 610 0 9 . 7 16. 47 K=5.251 0 . 09 0 0 0 . 00 -1 . 35 PIPE 2 41 . 34 100 0 9. 7 0 . 84 15 .12 --------------------------------------------------------------------------- OUTLET 3 21 .23 1 . 610 0 9 . 0 17 . 31 K=5 .314 0 . 19 0 0 0 . 00 -1 . 35 PIPE 3 62 . 57 100 0 9 - 0 1 . '68 15 . 96 --------------------------------------------------------------------------- OUTLET 4 23 .27 1 . 610 0 1 . 0 18 . 99 K=5 .34 0 . 34 1 3 0 .00 0 . 00 PIPE 4 85 . 84 100 0 4 . 0 1 . 34 18 .99 --------------------------------------------------------------------------- REF n n _ nn 2 _ 067 i 0 _8 20 . 33 0 . 099 0 8 0 . 54 PIPE 53 85 . 84 100 0 8 . 8 0 . 87 --------------------------------------------------------------------------- REF 901 0. 00 4 .260 0 8 . 0 21 . 74 0 . 00; 0 U 0 - 06 PT137 oz? Arl Ra inn n A n 0 _ 02 ---------------------------------------------------------------------------- REF 902 85 . 89 4 .260 0 8 . 0 21 . 76 0 . 011 0 0 0 . 00 PIPE 63 171 . 72 100 0 8 . 0 0 . 08 --------------------------------------------------------------------------- REF 903 86. 07 4 .260 1 30 . 0 21 . 85 0 . 022 0 28 . 1 . 37 PIPE 64 257 . 79 100 3 58 .0 1 . 30 --------------------------------------------------------------------------- REF 904 101 . 10 6. 357 0 4. 0 24 . 51 0 . 006 0 0 0 . 00 PIPE 66 358 . 89 100 0 4 . 0 0 . 02 --------------------------------------------------------------------------- REF 906 138 . 08 6. 357 0 10 . 0 24 . 54 0 . 011 0 0 0 .00 PIPE 67 496.97 100 0 10 . 0 0 . 11 --------------------------------------------------------------------------- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- REF 907 142 . 60 6. 357 0 10 . 0 24 . 65 0 . 017 0 0 0 . 00 PIPE 68 639 . 56 100 0 10 . 0 0 . 17 --------------------------------------------------------------------------- REF 908 142 . 41 6. 357 0 10 . 0 24 . 82 0 . 025 0 0 0 . 00 PIPE 69 781 . 97 100 0 10 . 0 0 .25 --------------------------------------------------------------------------- REF 909 143 . 19 6. 357 0 9 . 5 25 .07 0 . 034 0 0 0 . 00 PIPE 70 925 . 16 100 0 9 . 5 0 .32 --------------------------------------------------------------------------- REF 910 144 .20 6. 357 1 55 .0 25 .39 0 . 044 0 22 0 . 00 PIPE 71 1069 . 36 100 0 77 . 0 3 . 42 --------------------------------------------------------------------------- REF 911 0 . 00 6.357 0 8 . 0 28 . 81 0 . 044 0 7 0 . 00 PIPE 72 1069 . 36 100 1 15 . 0 0 . 67 --------------------------------------------------------------------------- REF 912 0 . 00 6. 357 0 18 . 0 29 .47 0 . 044 BV DV 30 0 . 00 PIPE 73 1069 . 36 100 0 48 . 0 2 . 11 --------------------------------------------------------------------------- REF 913 0 . 00 6. 357 1 6. 0 33 . 36 0 .032 0 39 9 .37 PIPE 74 1069 .36 120 1 45 . 0 1 . 43 ---------------------------- ----------------------------------------------- REF 914 0 .00 8 .249 1 200.0 44 . 16 0 .007 0 99 0 . 00 PIPE 75 1069 . 36 140 3 299 . 0 2. 00 --------------------------------------------------------------------------- 46. 1 Supply --- ROUTE h 2 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 5 20 . 93 1 . 380 0 12 .0 15 . 86 K=5.255 0 . 05 0 0 0 . 00 0 . 00 PIPE 5 20 . 93 100 0 12 . 0 0. 63 15 .86 --------------------------------------------------------------------------- OUTLET 6 20 . 43 1 . 610 0 9 .7 16. 49 K=5 .251 0. 09 0 0 0 . 00 -1 .35 PIPE 6 41 . 36 100 0 9 . 7 0 . 84 15 . 14 --------------------------------------------------------------------------- OUTLET 7 21 .24 1 . 610 0 9 . 0 17 . 33 K=5 .314 0 . 19 0 0 0 . 00 -1 .35 PIPE 7 62 . 60 100 0 9 . 0 1 . 68 15 . 98 --------------------------------------------------------------------------- OUTLET 8 23 .28 1 . 610 0 1 . 0 19 . 01 K=5 .34 0 . 34 1 3 0 . 00 0 . 00 PIPE 8 85 . 89 100 0 4 . 0 1 . 34 19 .01 --------------------------------------------------------------------------- REF 0 0 . 00 2 . 067 1 0 .8 20 .35 0 . 099 0 8 0 . 54 PIPE 54 85 . 89 100 0 8 . 8 0 . 87 --------------------------------------------------------------------------- REF 902 21 . 76 e --- ROUTE NO. 3 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 9 20 . 97 1 . 380 0 12 . 0 15 .92 K=5 .255 0. 05 0 0 0 . 00 0. 00 PIPE 9 20 . 97 100 0 12 . 0 0 . 63 15 .92 --------------------------------------------------------------------------- OUTLET 10 20 . 48 1 . 610 0 9 . 7 16. 55 K=5 .251 0 . 09 0 0 0 .00 -1 . 35 PIPE 10 41 . 45 100 0 9 . 7 0 . 84 15 .21 --------------------------------------------------------------------------- OUTLET 11 21 .29 1 . 610 0 9 . 0 17 .40 K=5 .314 0 . 19 0 0 0 .00 -1 . 35 PIPE 11 62 .74 100 0 9 . 0 1 .69 16.05 --------------------------------------------------------------------------- OUTLET 12 23 . 33 1 . 610 0 1 . 0 19 .08 K=5.34 0.34 1 3 0 .00 0 . 00 PIPE 12 86. 07 100 0. 4 . 0 1 .35 19 . 08 --------------------------------------------------------------------------- REF 0 0 . 00 2 .067 1 0 . 8 20 .43 0 . 100 0 8 0 . 54 PIPE 55 86. 07 100 0 8 . 8 0.87 --------------------------------------------------------------------------- REF 903 21 .85 --- ROUTE 1, 4 DESCRIPTION --- ) Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 13 18 . 76 1. 380 0 12 . 0 13 . 74 K=5.26 0 .04 0 0 0 . 00 -1 .02 PIPE 13 18 . 76 100 0 12 . 0 0 .51 12 . 72 --------------------------------------------------------------------------- OUTLET 14 18 . 50 1 . 610 0 12 .0 14 .25 K=5.208 0.07 0 0 0 .00 -1 . 63 PIPE 14 37 .27 100 0 12 - 0 0. 86 12 . 62 --------------------------------------------------------------------------- OUTLET 15 19 . 09 1 .610 0 12 . 0 15 . 11 K=5.2 0-15 0 0 0 . 00 -1 . 63 PIPE 15 56. 36 100 0 12 . 0 1 . 89 13 .48 --------------------------------------------------------------------------- OUTLET 16 21 . 03 1. 610 0 12 . 0 16.96 K=5.26 0 .28 0 0 0 . 00 -0 . 98 PIPE 16 77 . 39 100 0 12 . 0 3 . 32 15 .98 --------------------------------------------------------------------------- OUTLET 17 23 . 71 1 . 610 0 2 . 5 20 .28 K=5.309 0 . 45 1 3 0 . 00 -0 . 33 PIPE 17 101 - 10 100 0 5. 5 2 . 49 19 . 95 --------------------------------------------------------------------------- REF 0 0 - 00 2 . 067 1 1 . 3 22 . 77 0. 134 0 8 0 . 50 PIPE 56 101 . 10 100 0 9 . 3 1 .24 --------------------------------------------------------------------------- REF 0 0 . 00 6. 357 0 1 . 0 24 . 51 0 .001 0 0 0 . 00 PIPE 65 101 . 10 100 0 1 . 0 0 . 00 --------------------------------------------------------------------------- REF 904 24 . 51 --- ROUTE A'-` 5 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 18 18 . 04 1 . 380 0 7 . 5 12 . 68 K=5.273 0 . 04 0 0 0 . 00 -0 .98 PIPE 18 18. 04 100 0 7 . 5 0 . 30 11 . 71 --------------------------------------------------------------------------- OUTLET 19 17. 94 1 . 610 0 7 . 5 12 . 98 K=5.225 0 . 07 0 0 0 . 00 -1 .19 PIPE 19 35 . 98 100 0 7 . 5 0 . 50 11 .79 --------------------------------------------------------------------------- OUTLET 20 17. 74 1 . 610 0 6. 5 13 . 49 K=5.191 0 . 14 0 0 0 . 00 -1 .80 PIPE 20 53 .73 100 0 6. 5 0 . 92 11 .68 --------------------------------------------------------------------------- OUTLET 21 18 . 60 1 . 610 0 9 . 5 14 . 40 K=5 .204 0 .24 0 0 0 . 00 -1 . 63 PIPE 21 72 . 33 100 0 9 . 5 2 . 32 12 . 77 --------------------------------------------------------------------------- OUTLET 22 20. 80 2 . 067 0 9 . 5 16.72 K=5 .25 0 . 12 0 0 0 . 00 -1 .02 PIPE 22 93 . 13 100 0 9 . 5 1 . 10 15 .70 --------------------------------------------------------------------------- OUTLET 23 21 . 87 2 . 067 0 9 . 5 17 . 82 K=5.295 0 . 17 0 0 0 . 00 -0 . 76 PIPE 23 115 .00 100 0 9 . 5 1 . 62 17 .06 --------------------------------------------------------------------------- OUTLET 24 23 . 08 2 . 067 0 6.0 19 . 44 K=5 .31 0 .24 1 4 0 . 00 -0 .54 PIPE 24 138 .08 100 0 10 . 0 2 . 39 18 . 89 --------------------------------------------------------------------------- REF 0 0 . 00 2 . 067 1 1 . 3 21 . 83 0 .239 0 8 0 . 50 PIPE 57 138 . 08 100 0 9 . 3 2 .21 --------------------------------------------------------------------------- REF 906 24 . 54 r --- ROUTE 1, ,� 6 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES ---------------------------------------------------------------------------- OUTLET 25 18 .52 1 . 380 0 7 . 5 13 .21 K=5.295 0 . 04 0 0 0. 00 -0 . 98 PIPE 25 18 . 52 100 0 7 . 5 0 . 31 12 .23 --------------------------------------------------------------------------- OUTLET 26 18 . 59 1 . 610 0 7 . 5 13 .52 K=5.295 0 .07 0 0 0 . 00 -1 . 19 PIPE 26 37 . 10 100 0 7 . 5 0 . 53 12 .32 --------------------------------------------------------------------------- OUTLET 27 18 . 53 1 . 610 0 6. 5 14 .05 K=5.295 0 . 15 0 0 0 .00 -1 .80 PIPE 27 55 . 64 100 0 6. 5 0 .98 12 .25 --------------------------------------------------------------------------- OUTLET 28 19 . 38 1 . 610 0 9 . 5 15 . 03 K=5.295 0 .26 0 0 0 .00 -1 .63 PIPE 28 75 .02 100 0 9 . 5 2 . 48 13 . 40 --------------------------------------------------------------------------- OUTLET 29 21 . 50 2 . 067 0 9 . 5 17 .51 K=5.295 0 . 12 0 0 0 . 00 -1 .02 PIPE 29 96.52 100 0 9 . 5 1 . 17 16.49 --------------------------------------------------------------------------- OUTLET 30 22 .41 2 . 067 0 9 . 5 18 .68 K=5.295 0. 18 0 0 0 . 00 -0 . 76 PIPE 30 118 . 93 100 0 9 . 5 1 . 72 17 .92 --------------------------------------------------------------------------- OUTLET 31 23 .66 2 .067 0 1 . 5 20 .40 K=5.31 0 .25 1 4 0.00 -0 . 54 PIPE 31 142.60 100 0 5 . 5 1 . 40 19 .86 --------------------------------------------------------------------------- REF 0 0 . 00 2 . 067 1 1 . 3 21 . 80 0 .254 0 8 0 . 50 PIPE 58 142 . 60 100 0 9 . 3 2 .35 --------------------------------------------------------------------------- REF 907 24 . 65 --- ROUTE )_ 7 DESCRIPTION --- Q-ADD DIA T PIPE PT PW REFERENCE LOSS/FT E FITTS PE PE Q_ -TOTALC_FACT- LT TOTAL PF PO NOTES ----------- ----------------------------------------------- OUTLET 32 18 . 61 1 . 380 0 7 . 5 13 . 43 K=5.273 0 . 04 0 0 0 . 00 -0 . 98 PIPE 32 18 . 61 100 0 7 . 5 0 . 31 12 .45 --------------------------------------------- OUTLET 33 18 . 51 1 . 610 0 7 . 5 13 . 74 K=5 .225 0. 07 0 0 0 . 00 -1 . 19 PIPE 33 37 . 12 100 0 7 . 5 0. 53 12 .55 --------------------------------------------- OUTLET 34 18 . 33 1 . 610 0 6.5 14 .28 K=5.191 0 . 15 0 0 0 . 00 -1 . 80 PIPE 34 55 . 45 100 0 6. 5 0 . 97 12 .48 --------------------------------------------- OUTLET 35 19 .21 1 . 610 0 9 . 5 15 .25 K=5.204 0 .26 0 0 0 . 00 -1 . 63 PIPE 35 74 . 66 100 0 9 . 5 2 . 46 13 .62 ------------------------------------------------------ OUTLET 36 21 . 45 2 . 067 0 9 .5 17 . 71 K=5 .25 0 . 12 0 0 0 . 00 -1 .02 PIPE 36 96. 10 100 0 9 . 5 1 . 16 16.69 ---------------------------------------------- OUTLET 37 22 . 53 2 . 067 0 9 . 5 18 . 87 K=5.295 0. 18 0 0 0 . 00 -0 . 76 PIPE 37 118 . 64 100 0 9 . 5 1 . 72 18 . 11 ----------------------------------------------- OUTLET 38 23 . 77 2 . 067 0 1 . 5 20 . 58 K=5.31 0.25 1 4 0 . 00 -0.54 PIPE 38 142 . 41 100 0 5 . 5 1 . 39 20 .04 -------------------------------------------- REF 0 0 . 00 2 . 067 1 1 .3 21 . 98 0 .253 0 8 0 . 50 PIPE 59 142 . 41 100 0 9 .3 2 . 34 --------------------- --------------------------- REF 908 24 . 82 --- ROUTE 8 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 39 18 . 71 1 . 380 0 7 . 5 13 . 57 K=5.273 0 . 04 0 0 0 . 00 -0 . 98 PIPE 39 18 . 71 100 0 7. 5 0 . 32 12 . 59 --------------------------------------------------------------------------- OUTLET 40 18 . 61 1 . 610 0 7 . 5 13 . 88 K=5.225 0 . 07 0 0 0 . 00 -1 . 19 PIPE 40 37 . 32 100 0 7. 5 0 . 54 12 . 69 --------------------------------------------------------------------------- OUTLET 41 18 . 44 1 . 610 0 6. 5 14 . 42 K=5.191 0 . 15 0 0 0 . 00 -1 .80 PIPE 41 55 . 76 100 0 6.5 0 . 98 12 .62 --------------------------------------------------------------------------- OUTLET 42 19 . 31 1 . 610 0 9 . 5 15'. 40 K=5.204 0 .26 0 0 0 . 00 -1 . 63 PIPE 42 75 . 08 100 0 9 . 5 2 . 49 13 . 78 --------------------------------------------------------------------------- OUTLET 43 21 . 56 2. 067 0 9 . 5 17 . 89 K=5.25 0 . 12 0 0 0 . 00 -1 . 02 PIPE 43 96. 64 100 0 9. 5 1 . 17 16.87 --------------------------------------------------------------------------- OUTLET 44 22 . 65 2 . 067 0 9 . 5 19 . 06 K=5.295 0. 18 0 0 0 . 00 -0 . 76 PIPE 44 119 .29 100 0 9 . 5 1 . 73 18 . 30 --------------------------------------------------------------------------- OUTLET 45 23 . 90 2 . 067 0 1 . 5 20 . 80 K=5_31 0 .26 1 4 0 . 00 -0 .54 PIPE ' 45 143 .19 100 0 5 . 5 1 . 41 20 .25 --------------------------------------------------------------------------- REF 0 0 . 00 2 . 067 1 1 . 3 22 .20 0 .256 0 8 0 . 50 PIPE 60 143 . 19 100 0 9 . 3 2 . 37 --------------------------------------------------------------------------- REF 909 25 . 07 --- ROUTE W 9 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 46 18 . 84 1 . 380 0 7 . 5 13 . 74 K=5 .273 0 . 04 0 0 0 . 00 -0 . 98 PIPE 46 18 . 84 100 0 7 . 5 0 .32 12 . 77 --------------------------------------------------------------------------- OUTLET 47 18 . 75 1 . 610 0 7 . 5 14 . 07 K=5.225 0 . 07 0 0 0 . 00 -1 . 19 PIPE 47 37. 59 100 0 7 .5 0 . 55 12 . 87 --------------------------------------------------------------------------- OUTLET 48 18 .58 1 .610 0 6. 5 14 . 61 K=5 .191 0 . 15 0 0 0 . 00 -1 . 80 PIPE 48 56. 17 100 0 6. 5 0 . 99 12 . 81 --------------------------------------------------------------------------- OUTLET 49 19 . 46 1 . 610 0 9. 5 15 . 60 K=5.204 0 .27 0 0 0 . 00 -1 . 63 PIPE 49 75 . 62 100 0 9 . 5 2 . 52 13 . 98 --------------------------------------------------------------------------- OUTLET 50 21 . 71 2 . 067 0 9 . 5 18 .12 K=5.25 0 . 13 0 0 0 .00 -1 . 02 PIPE 50 97 . 33 100 0 9 .5 1 .19 17 . 10 --------------------------------------------------------------------------- OUTLET 51 22 . 81 2 . 067 0 9 . 5 19 .31 K=5 .295 0 . 18 0 0 0 .00 -0 .76 PIPE 51 120 . 14 100 0 9 . 5 1 . 76 18 .55 --------------------------------------------------------------------------- OUTLET 52 24 . 06 2 . 067 0 1 . 5 21 .07 K=5.31 0 .26 1 4 0 . 00 -0 . 54 PIPE 52 144.20 100 0 5 . 5 1 . 43 20 . 53 --------------------------------------------------------------------------- REF 0 0 . 00 2 . 067 1 1 . 3 22 .49 0 .259 0 8 0 . 50 PIPE 61 144 ,20 100 0 9. 3 2 . 40 --------------------------------------------------------------------------- REF 910 25 .39 o ' BURNS SERVICES & SUPPLY, INC. P.O. Box 7843 LE OF • • EVERETT, WASHINGTON 98201- DAT Lam JOB NO- BURNSSS050CB 1 /3/9 6 (206) 743.5624 ATTENTION TO CITY OF ARLINGTON NORTHWEST HARDWOODS SASH GANG BUILDING ARLINGTON WE ARE SENDING YOU XXAttached ❑ Under separate cover via tlu_ following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order COPIESDATE NO. DESCRIPTION 3 AS BUILT DRAWINGS FOR YOUR REVIEW. THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ 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 XXFor review and comment I ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS 1 DEC 4/ Y2 ., :� r" �sr i1f•i COPY TO J SIGNED: If enclosures are not as noted,kindly notify us at once. r 1 � Ile ■ arms- we- - - , - - fl didLl q'f Low J a W.0 I -LA r 1 *41 _ 1 • -ml(Ti 7 s mIMI� — nun T - 1••�artunw 17g'1 rnnl fi r 1 un_.1[ FA - - wn _ — - - - — - - - rIMP @I HYDRAULIC DESIGN INFORMATION SHEET Project Name : NORTHWEST HARDWOODS Date : 11/20/96 Cale by: D. Yates --------------------------------------------------------------------- Protection by: BURNS SERVICES Protection P.O.BOX 7843 EVERETT, WA Property: NORTHWEST HARDWOODS SASH/GANG INSTALLATION ARLINGTON, WASHINGTON ---------------------------------------------------------------------- SYSTEM DESIGN & CALC SUMMARY: HAZARD DESCRIPTION: REMOTE AREA BASED ON FACTORY MUTUAL REQUIREMENTS .20/4000 SQ.FT. DRY SYSTEM SPKR ORIF . SIZE = 1/2K-FACTOR = 5 . 6 REQUIRED WATER AS CALCULATED: SYSTEM REQ'T 1069 .27 GPM I/S HOSE &/OR RACK ALLOW. GPM AT B .O.R. OUTSIDE HOSE (OR COMBINED) 500 GPM TOTAL WATER REQUIREMENT 1569 . 36 ' GPM AT P.O.C. PRESSURE REQ'D: @ P_O_C.= 46. 53 P_S. I . @ B .O.R.= 44 . 66 STATIC PRESSURE : 90 P_ S . I . RESIDUAL PRESSURE : 74 P. S _I . @ 1210 G. P_M. FLOWING FLOW TEST DATE : NEAR EXIST STG. SHED FLOW GRAPH SUMMARY: TOTAL PRESSURE AVAILABLE @ 1569 .27 G. P.M. = 63 .8 P. S. I. TOTAL WATER AVAILABLE @ 46. 53 P. S .I . = 2075 G. P.M. ------------------------------------------------------------------------- ABBREVIATIONS: PT = PRESSURE TOTAL E - 90 DEG. ELL BV - BUTTERFLY VA ALV - ALARM VA PE - PRESS . ELEVATION EE - 45 DEG. ELL GV - GATE VALVE DELV - DELUGE VA J T �w � • ��•J r ----- -----------^^-^- j------------------------ 0--' 5 _ 60 Diameter= 1 _ 049 ' i'ee=1 Pipe= 3 _ 00 PT=11 - /6 2 ' 8" STUBUP Q=19 .20 Loss/ft _= 0 . 169 E11=2 Fitts= 7 PF= 1 . 59 C=100 Total=10 . 00 PT=13 . 35 *** K=5 .255 *** ----------------------------------------------------------------------------- K= 5 - 60 Diameter= 1 . 049 Tee=1 Pipe= 3 . 10 PT=11 . 76 3 ' 1" STUBUP Q=19 .20 Loss/ft _= 0 . 169 E11=2 Fitts= 7 PF= 1 - 61 C=100 Total=10 - 10 PT=13 - 37 *** K=5 .251 *** K= 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 1 . 25 PT=11 . 76 1 ' 3" STUBUP Q=19 .20 Loss/ft _= 0 . 169 E11=2 Fitts= 7 PF= 1 . 30 C=100 Total= B -25 PT=13 . 05 *** K=5 . 314 *** ----------------------------------------------------------------------------- K= 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 0 . 50 PT=11 - 76 6"ARMOVER Q=19 .20 Loss/ft .= 0 . 169 E11=2 Fitts= 7 PF= 1 . 17 C=100 Total= 7 . 50 PT=12 . 93 *** K=5 . 34 *** --------------------------------------------------------------------------- K= 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 2 . 50 PT= 6. 98 2 ' 6" STUBUP Q=14 . 80 Loss/ft _= 0 . 104 E11=2 Fitts= 7 PF= 0 . 93 C=100 Total= 9 . 50 PT= 7 . 92 *** K=5 -26 *** --------------------------------------------------------------------------- K= 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 4 . 00 PT= 6.98 4 ' STUBUP Q=14 . 80 Loss/ft .= 0 . 104 E11=2 Fitts= 7 PF= 1 . 09 C=100 Total=11 _ 00 PT= 8 . 07 *** K=5 .208 *** --------------------------------------------------------------------------- K= 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 4 .25 PT= 6. 98 4 '2" STUBUP Q=14 . 80 Lass/ft -= 0 . 104 E11=2 Fitts= 7 PF= 1 . 11 C=100 Total=11 _25 PT= 8 . 10 *** K=5 .2 *** ----------------------------------------------------------------------------- K=, 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 2 . 50 PT= 6. 98 2 ' 6" STUBUP Q=14-80 Loss/ft .= 0 . 104 E11=2 Fitts= 7 PF= 0 . 93 C=100 Total= 9 . 50 PT= 7 - 92 *** K=5 .26 *** ----------------------------------------------------------------------------- K= 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 1 . 10 PT= 6. 98 1 ' 1" STUBUP Q=14 -80 Loss/ft-= 0 . 104 E11=2 Fitts= 7 PF= 0 . 79 C=100 I Total= B - 10 PT= 7 . 77 *** K=5 . 309 *** --------------------------------------------------------------------------- K= 5.60 Diameter= 1 . 049 Tee=1 Pipe= 2 . 10 PT= 6. 98 2 ' 1" STUBUP Q=14-80 Loss/ft .= 0 . 104 E11=2 Fitts= 7 PF= 0 . 89 C=100 Total= 9 . 10 PT= 7 .88 *** K=5 .273 *** --------------------------------------------------------------------------- K= 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 3 . 50 PT= 6. 98 316" STUBUP Q=14 .80 Loss/ft .= 0 . 104 E11=2 Fitts= 7 PF= 1 .04 C=100 Total=10. 50 PT= B -02 *** K=5 .225 *** --------------------------------------------------------------------------- K= 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 4 . 50 PT= 6. 98 4 '6" STUBUP Q=14.80 Loss/ft.= 0 - 104 E11=2 Fitts= 7 PF= 1 . 14 C=100 Total-11 . 50 PT- B -13 *** K=5 . 191 *** --------------------------------------------------------------------------- K= 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 4 . 50 PT=11 . 03 416" STUBUP Q=18 . 60 Loss/ft .= 0 . 159 E11=2 Fitts= 7 PF= 1 . 74 C=100 Total=11 _ 50 PT=12 . 77 *** K=5 .204 *** --------------------------------------------------------------------------- K= 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 3 . 10 PT=11 . 03 3 ' 1" STUBUP Q=18 . 60 Loss/ft -= 0 . 159 E11=2 Fitts= 7 PF= 1 .52 C=100 Total=10 . 10 PT=12 . 55 *** K=5 .25 *** --------------------------------------------------------------------------- K= 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 1 . 75 PT=11 . 03 118" STUBUP Q=18 .60 Loss/ft .= 0 . 159 E11=2 Fitts= 7 PF= 1 . 30 C=100 Total= 8 . 75 PT=12 . 33 *** K=5 .295 *** ----4---------------------r ------------------------- ------------------- K4-- 5 . 60 Diameter= 1 . 049 'ee=1 Pipe= 1 . 33 PT=11 . 3 1 ' 4" STUBUP Q=18 . 60 Lossltt .= 0 . 159 E11=2 Fitts= 7 PF= 1 .24 C=100 Total= 8 . 33 PT=12 .27 *** K=5 . 31 *** ---------------------------------------------------------------------------- --- OUTLET TABLE --- OUTLET # K-FACTOR PRESSURE FLOW ELEV_ (FEET) MIN_ FLOW 1 5 .255 15 . 841 20 . 92 26. 00 19 .20 2 5 .251 15 . 121 20 . 42 29 . 10 19 .20 3 5 . 314 15 .959 21 .23 29 . 10 19 .20 4 5 . 340 18 . 984 23 .27 26. 00 19 .20 5 5 .255 15 . 859 20 . 93 26. 00 19 .20 6 5 .251 15 . 139 20 . 43 29 . 10 19 .20 7 5 . 314 15 . 978 21 .24 29 . 10 19 .20 8 5 . 340 19 . 006 23 .28 26. 00 19 .20 9 5 .255 15 . 923 20 . 97 26. 00 19 .20 10 5 .251 15 .205 20 . 48 29 . 10 19 .20 11 5 . 314 16. 048 21 .29 29 . 10 19 .20 12 5 . 340 19. 082 23 . 33 26. 00 19 .20 13 5 .260 12 . 719 18 . 76 25 . 10 14 . 80 14 5 .208 12 . 623 18 . 50 26. 50 14 . 80 15 5 .200 13 . 481 19 . 09 26. 50 14 . 80 16 5 .260 15 . 979 21 . 03 25 . 00 14 . 80 17 5 . 309 19 . 949 23 . 71 23 . 50 14 . 80 18 5 .273 11 . 707 18 . 04 25 . 00 14 . 80 19 5 .225 11 . 787 17 . 94 25 . 50 14 - 80 20 5 . 191 11 . 682 17 . 74 26. 90 14 . 80 21 5.204 12 . 771 18 .60 26. 50 18 . 60 22 5 .250 15 . 698 20 . 80 25 . 10 18 . 60 23 5 .295 17 . 054 21 . 87 24 . 50 18 . 60 24 5 . 310 18 . 891 23 . 08 24 . 00 18 . 60 25 5 .295 12 .227 18 . 52 25 . 00 14 . 80 ' 26 5 .295 12 . 322 18 . 59 25 . 50 14 . 80 27 5 .295 12 .247 18 . 53 26. 90 14 . 80 28 5 .295 13 . 397 19 . 38 26. 50 18 . 60 29 5.295 16. 485 21 . 50 25 . 10 18 . 60 30 5 .295 17 . 917 22 . 41 24 . 50 18 . 60 31 5.310 19 . 857 23 .66 24 . 00 18. 60 32 5.273 12 . 450 18. 61 25 . 00 14 . 80 33 5 -225 w 12 -548 18 .51 25 -50 14 . 80 34 5 . 191 12 . 473 18 .33 26. 90 14 . 80 35 5 .204 13 . 617 19 .20 26.50 18 . 60 36 5 .250 16. 684 21 . 44 25 . 10 18 . 60 37 5 .295 18 .106 22 . 53 24 .50 18 . 60 38 5 . 310 20 . 038 23 . 77 24 . 00 18 . 60 39 5 .273 12 .587 18 . 71 25 .00 14 -80 40 5 .225 12 . 688 18 . 61 25 . 50 14 . 80 41 5 . 191 12 . 618 18 . 44 26. 90 14 . 80 42 5 .204 13 . 772 19 . 31 26. 50 18 . 60 43 5 .250 16. 865 21 . 56 25 . 10 18 . 60 44 5 .295 18 .299 22 . 65 24 . 50 18 . 60 45 5 . 310 20 .249 23 . 89 24 . 00 18 . 60 46 5 .273 12 . 764 18 . 84 25 . 00 14 . 80 47 5 .225 12 . 869 18 . 74 25 . 50 14 . 80 48 5 . 191 12 . 807 18 . 58 26. 90 14 . 80 49 5 .204 13 . 974 19 . 45 26. 50 18 . 60 50 5 .250 17 . 099 21 . 71 25 . 10 18 . 60 51 5 .295 18 . 549 22 . 80 24 . 50 18 . 60 52 5 . 310 20 . 522 24 . 05 24 . 00 18 . 60 ;- PIPE TABLE --- WR TrTTC)M FA Tf TTnM 177..T.O TTY _ PIPE N0. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL vyyvv� • . FEET/SECOND 1 1 . 380 12 . 00 20 . 92 100 0 . 0521 0 . 625 4 . 5 2 1 . 610 9 . 67 41 . 33 100 0 . 0867 0 . 838 6. 5 3 1 . 610 9 . 00 62 . 56 100 0 . 1867 1 . 680 9 . 9 4 1 . 610 4 . 00 85 . 83 100 0 . 3351 1 .340 13 . 5 5 1 . 380 12 . 00 20 . 93 100 0 . 0521 0 . 626 4 . 5 6 1 . 610 9 . 67 41 . 36 100 0 . 0868 0 . 839 6. 5 7 1 . 610 9 . 00 62 . 60 100 0 . 1869 1 . 682 9 . 9 8 1 . 610 4 . 00 85 . 88 100 0 . 3354 1 . 342 13 . 5 9 1 . 380 12 . 00 20 . 97 100 0 . 0523 0 . 628 4 . 5 10 1 . 610 9 . 67 41 . 44 100 0 . 0871 0 . 842 6. 5 11 1 . 610 9 . 00 62 . 73 100 0 . 1876 1 . 689 9 . 9 12 1 . 610 4 . 00 86. 06 100 0 . 3367 1 . 347 13 . 6 13 1 . 380 12 . 00 18 . 76 100 0 . 0426 0 . 511 4 . 0 14 1 . 610 12 . 00 37 .26 100 0 . 0716 0 . 859 5. 9 15 1 . 610 12 . 00 56. 36 100 0 . 1539 1 . 846 8 . 9 16 1 . 610 12 . 00 77 . 38 100 0 .2766 3 . 319 12 .2 17 1 . 610 5 . 50 101 . 09 100 0 . 4536 2 . 495 15 . 9 18 1 . 380 7 . 50 18 . 04 100 0 . 0396 0 .297 3 . 9 19 1 . 610 7 . 50 35 . 98 100 0 . 0671 0 . 503 5 . 7 20 1 . 610 6. 50 53 . 72 100 0 . 1408 0 . 915 8 . 5 21 1 . 610 9 . 50 72 . 32 100 0 .2441 2 . 319 11 . 4 22 2 . 067 9 . 50 93 . 12 100 0 . 1154 1 . 096 8 . 9 23 2 . 067 9 . 50 114 . 99 100 0 . 1705 1 . 619 11 . 0 24 2 . 067 10 . 00 138 . 07 100 0 .2391 2 . 391 13 .2 25 1 .380 7 . 50 18 . 52 100 0 . 0416 0 . 312 4 . 0 26 1. 610 7 . 50 37 . 10 100 0 . 0710 0 . 533 5 . 8 27 1 . 610 6. 50 55 . 63 100 0 . 1502 0 . 976 8 . 8 28 1 .610 9 . 50 75 . 01 100 0 .2612 2 . 481 11 . 8 29 2 . 067 9 . 50 96. 51 100 0 . 1233 1 . 171 9 .2 30 2 .067 9 . 50 118 . 92 100 0 . 1814 1 . 723 11.4 31 2. 067 5 . 50 142 . 59 100 0 .2538 1 . 396 13. 6 32 1 .380 7 .50 18 . 61 100 0 . 0420 0 . 315 4 . 0 33 1 . 610 7 . 50 37 . 11 100 0 . 0710 0 . 533 5 .8 34 1 .610 6. 50 55 . 45 100 0. 1493 0 . 970 8 . 7 35 1 . 610 9 . 50 74 . 65 100 0 .2588 2 . 459 11 . 8 36 2.067 9 . 50 96. 09 100 0 .1223 1. 162 9 .2 37 2. 067 9 . 50 118 . 63 100 0 . 1806 1 . 715 11 . 3 38 2 .067 5 . 50 142 .39 100 0 .2532 1 . 392 13 . 6 39 1.380 7 . 50 18 . 71 100 0 . 0424 0 . 318 4 .0 40 1. 610 7 . 50 37 . 32 100 0 . 0718 0 . 538 5 . 9 41 1 .610 6. 50 55 . 76 100 0 . 1509 0 . 981 8. 8 42 1 .610 9 .50 75 .07 100 0.2615 2 . 485 11. 8 43 2 .067 9 . 50 96. 63 100 0 . 1236 1 . 174 9 .2 44 2 . 067 9 . 50 119 .28 100 0 . 1824 1 . 733 11 . 4 45 2 .067 5 . 50 143 .18 100 0 .2557 1 . 407 13 . 7 46 1 .380 7 . 50 18 . 84 100 0 . 0429 0 . 322 4 . 0 47 1 . 610 7 . 50 37 . 58 100 0 . 0727 0 . 545 5 . 9 48 1 .610 6. 50 56. 16 100 0 . 1529 0 . 994 8 . 9 49 1. 610 9 . 50 75 . 61 100 0 .2650 2 . 518 11 . 9 50 2 . 067 9 . 50 97 . 32 100 0 . 1252 1 . 189 9 . 3 -- PIPE TABLE --- WRTf TTIIN FRTI TTOM VTT.r)i-TTY PIPE NO_ DIAMETER LENGTH FL0W GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 51 2 . 067 9 . 50 120 . 13 100 0 . 1848 1 . 756 11 . 5 52 2 . 067 5 . 50 144 . 18 100 0 .2591 1 . 425 13 . 8 53 2 . 067 8 . 75 85 . 83 100 0 . 0992 0 . 868 8 .2 54 2 . 067 8 . 75 85 . 88 100 0 . 0993 0 . 869 8 .2 55 2 . 067 8 . 75 86. 06 100 0 . 0997 0 . 873 8.2 56 2 . 067 9 .25 101 . 09 100 0 . 1343 1 .243 9 . 7 57 2 . 067 9 .25 138 . 07 100 0 .2391 2 .212 13 .2 58 2 . 067 9 .25 142 . 59 100 0 .2538 2 . 348 13 .6 59 2 . 067 9 .25 142 . 39 100 0 .2532 2 . 342 13 . 6 60 2 . 067 9 .25 143 . 18 100 0 .2557 2 . 366 13 . 7 61 2.067 9 .25 144 . 18 100 0 .2591 2 . 396 13 .8 62 4 .260 8 . 00 85 .83 100 0 . 0029 0 . 023 1 . 9 63 4 .260 8 . 00 171 . 71 100 0 . 0106 0 . 085 3 . 9 64 4 .260 58 . 00 257 . 77 100 0. 0224 1 . 301 5 . 8 65 6. 357 1 . 00 101 . 09 100 0 . 0006 0 . 001 1 . 0 66 6. 357 4 . 00 358 .86 100 0 . 0059 0 . 024 3 . 6 67 6. 357 10 . 00 496. 93 100 0 . 0108 0 . 108 5 . 0 68 6.357 10 . 00 639 . 51 100 0 . 0171 0 . 171 6. 5 69 6. 357 10 . 00 781 . 91 100 0 . 0249 0 .249 7 . 9 70 6.357 9 . 50 925 . 09 100 0 . 0339 0 . 322 9 . 4 71 6. 357 77 . 00 1069 .27 100 0 . 0444 3 . 417 10 . 8 72 6. 357 71 . 00 1069 .27 100 0 . 0444 3 . 150 10 . 8 73 6. 357 40 . 00 1069 .27 100 0 . 0444 1 . 775 10 . 8 74 6.357 45 . 00 1069.27 120 0 . 0317 1 . 425 10. 8 75 8 .249 299 . 00 1069 .27 140 0 . 0067 2 . 002 6. 4 - � e 1 --- ROUTE Nf-' 1 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 1 20 . 92 1 . 380 0 12 .0 15 . 84 K=5 .255 0 . 05 0 0 0 - 00 0 . 00 PIPE 1 20 . 92 100 0 12 . 0 0 . 63 15 . 84 --------------------------------------------------------------------------- OUTLET 2 20 . 42 1 . 610 0 9 . 7 16. 47 K=5 .251 0 . 09 0 0 0 . 00 -1 . 35 PIPE 2 41 . 33 100 0 9 . 7 0 . 84 15 . 12 --------------------------------------------------------------------------- OUTLET 3 21 .23 1 . 610 0 9 . 0 17 . 30 K=5 . 314 0 . 19 0 0 0 . 00 -1 .35 PIPE 3 62 . 56 100 0 9 . 0 1 . 68 15 . 96 --------------------------------------------------------------------------- OUTLET 4 23 .27 1 . 610 0 1 . 0 18 . 98 K=5 . 34 0 . 34 1 3 0 . 00 0 . 00 PIPE 4 85 . 83 100 0 4 . 0 1 . 34 18 . 98 --------------------------------------------------------------------------- REF 0 0 . 00 2 . 067 1 0 . 8 20 . 32 0 . 099 0 8 0 . 54 PIPE 53 85 .83 100 0 8 . 8 0 . 87 --------------------------------------------------------------------------- REF 901 0 .00 4 .260 0 8 . 0 21 . 74 0 . 003 0 0 0 . 00 PIPE ' 62 85 . 83 100 0 8 . 0 0 . 02 --------------------------------------------------------------------------- REF 902 85 . 88 4 .260 0 8 .0 21 . 76 0 . 011 0 0 0 . 00 PIPE 63 171 . 71 100 0 8 .0 0 . 08 --------------------------------------------------------------------------- REF 903 86. 06 4 .260 1 30 . 0 21 . 84 0. 022 0 28 1 . 37 PIPE 64 .257 . 77 100 3 58 . 0 1. 30 --------------------------------------------------------------------------- REF 904 101. 09 6.357 0 4 . 0 24 . 51 0 . 006 0 0 0 . 00 PIPE 66 358 .86 100 0 4. 0 0 .02 --------------------------------------------------------------------------- REF 906 138 . 07 6. 357 0 10 .0 24. 53 0 . 011 0 0 0 . 00 PIPE 67 496.93 100 0 10 . 0 0 . 11 -------------------------------- -------------------------- 0 1 Q-ADD DIA T PIPE PT eV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES ---------------------------------------------------------------------------- REF 907 142 . 59 6. 357 0 10 . 0 24 . 64 0 . 017 0 0 0 . 00 PIPE 68 639 . 51 100 0 10 . 0 0 . 17 --------------------------------------------------------------------------- REF 908 142 . 40 6. 357 0 10 . 0 24 . 81 0 . 025 0 0 0 . 00 PIPE 69 781 . 91 100 0 10 . 0 0 .25 --------------------------------------------------------------------------- REF 909 143 . 18 6. 357 0 9 . 5 25 . 06 0 . 034 0 0 0 . 00 PIPE 70 925 . 09 100 0 9 . 5 0 . 32 -------------------------------------------------------------------------- REF 910 144 . 18 6. 357 1 55 . 0 25 . 38 0 . 044 0 22 5 . 47 PIPE 71 1069 .27 100 0 77 . 0 3 . 42 --------------------------------------------------------------------------- REF 911 0 . 00 6. 357 0 51 . 0 34 .27 0 . 044 0 20 -5 . 47 PIPE 72 1069 .27 100 3 71 . 0 3 . 15 --------------------------------------------------------------------------- REF 912 0 . 00 6. 357 0 18 . 0 31 . 95 0 . 044 0 22 0 . 00 PIPE 73 1069 .27 100 0 40 . 0 1 . 77 --------------------------------------------------------------------------- REF 913 0 . 00 6. 357 1 6. 0 33 . 73 - 0 .032 0 39 9 . 37 PIPE 74 1069 .27 120 1 45 . 0 1 . 43 -----------------------r---------------------------------------------------- REF 914 0 . 00 8 .249 1 200 . 0 44 . 53 0 .007 0 99 0 . 00 , PIPE 75 1069 .27 140 3 299 .0 2 . 00 --------------------------------------------------------------------------- 46.53 a Supply --- ROUTE N - 2 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 5 20 . 93 1 . 380 0 12 . 0 15 . 86 K=5 .255 0 . 05 0 0 0 . 00 0 . 00 PIPE 5 20 . 93 100 0 12 . 0 0 . 63 15 . 86 --------------------------------------------------------------------------- OUTLET 6 20 . 43 1 .610 0 9 . 7 16. 48 K=5 .251 0 . 09 0 0 0 . 00 -1 . 35 PIPE 6 41 . 36 100 0 9 . 7 0 . 84 15 . 14 --------------------------------------------------------------------------- OUTLET 7 21 .24 1 . 610 0 9 . 0 17 . 32 K=5 . 314 0 . 19 0 0 0 . 00 -1 . 35 PIPE 7 62 . 60 100 0 9 . 0 1 . 68 15 . 98 --------------------------------------------------------------------------- OUTLET 8 23 .28 1 . 610 0 1 . 0 19 .01 K=5 . 34 0 . 34 1 3 0 . 00 0 . 00 PIPE 8 85 . 88 100 0 4 . 0 1 . 34 19 . 01 --------------------------------------------------------------------------- REF 0 0 . 00 2 . 067 1 0 . 8 20 . 35 0 . 099 0 8 0 . 54 PIPE 54 85 . 88 100 0 8 . 8 0 . 87 --------------------------------------------------------------------------- REF 902 21 . 76 ry --- ROUTE N" 3 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 9 20 . 97 1 . 380 0 12 . 0 15 . 92 K=5 .255 0 . 05 0 0 0 . 00 0 . 00 PIPE 9 20 . 97 100 0 12 . 0 0 . 63 15 . 92 --------------------------------------------------------------------------- OUTLET 10 20 . 48 1 . 610 0 9 . 7 16. 55 K=5 .251 0 . 09 0 0 0 . 00 -1 . 35 PIPE 10 41 . 44 100 0 9 . 7 0 . 84 15 .21 --------------------------------------------------------------------------- OUTLET 11 21 .29 1 . 610 0 9 . 0 17 . 39 K=5 .314 0 . 19 0 0 0 . 00 -1 . 35 PIPE 11 62 . 73 100 0 9 . 0 1 . 69 16. 05 ---------------------------------------------------------------------------- OUTLET 12 23 . 33 1 . 610 0 1 . 0 19 . 08 K=5.34 0 . 34 1 3 0 . 00 0 . 00 PIPE 12 86. 06 100 0 4 . 0 1 . 35 19 . 08, --------------------------------------------------------------------------- REF 0 0 . 00 2 . 067 1 0 . 8 20 . 43 0 . 100 0 8 0 . 54 PIPE 55 86. 06 100 0 8 . 8 0 . 87 -------------------------------------------------------------------------- REF 903 21 . 84 --- ROUTE N0. 4 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 13 18 . 76 1 . 380 0 12 . 0 13 . 74 K=5.26 0 . 04 0 0 0 . 00 -1 . 02 PIPE 13 18 . 76 100 0 12 . 0 0 . 51 12. 72 --------------------------------------------------------------------------- OUTLET 14 18 .50 1 . 610 0 12 . 0 14 .25 K=5.208 0 . 07 0 0 0 . 00 -1 . 63 PIPE 14 37 .26 100 0 12 .0 0 . 86 12 .62 --------------------------------------------------------------------------- OUTLET 15 19 . 09 '11 . 610 ol 12 .0 15 . 11 K=5 .2 0 . 15 0 0 0 . 00 -1 . 63 PIPE 15 56. 36 100 0 12 . 0 1 . 85 13 . 48 --------------------------------------------------------------------------- OUTLET 16 21 . 03 1 . 610 0 12 . 0 16. 96 K=5 .26 0 .28 0 0 0. 00 -0 . 98 PIPE 16 77 . 38 100 0 12.0 3 . 32 15 .98 --------------------------------------------------------------------------- OUTLET 17 23 . 71 1 . 610 0 2. 5 20 .27 K=5-309 0 . 45 1 3 0 . 00 -0 . 33 PIPE 17 101 . 09 100 0 5 . 5 2 . 49 19 . 95 --------------------------------------------------------------------------- REF 0 0 . 00 2 . 067 1 1 . 3 22 . 77 0 . 134 0 8 0 . 50 PIPE 56 101 . 09 100 0 9 . 3 1 .24 -------- ------------------------------------------------------------------ REF 0 0 . 00 6. 357 0 1 . 0 24 . 51 0 . 001 0 0 0 . 00 PIPE 65 101 . 09 100 0 1 . 0 0 . 00 --------------------------------------------------------------------------- REF 904 24 . 51 h --- ROUTE 5 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES -------------------------------- ------------------------------------------ OUTLET 18 18 . 04 1 . 380 0 7 . 5 12 . 68 K=5 .273 0 . 04 0 0 0 . 00 -0 . 98 PIPE 18 18 .04 100 0 7 . 5 0 . 30 11 . 71 -------------------------------------------------------------------------- OUTLET 19 17 . 94 1 . 610 0 7 . 5 12 . 98 K=5 .225 0 . 07 0 0 0 . 00 -1 . 19 PIPE 19 35 . 98 100 0 7 . 5 0 .50 11 . 79 ------------------------------------------------------------------------ OUTLET 20 17 . 74 1 . 610 0 6. 5 13 . 48 K=5 . 191 0 . 14 0 0 0 . 00 -1 . 80 PIPE 20 53 . 72 100 0 6. 5 0 . 92 11 . 68 --------------------------------------------------------------------------- OUTLET 21 18 . 60 1 . 610 0 9 . 5 14 . 40 K=5 -204 0 .24 0 0 0 . 00 -1 . 63 PIPE 21 72 . 32 100 0 9 . 5 2 . 32 12 . 77 ------------------------------------------------------------------------ OUTLET 22 20 . 80 Z- 067 0 9 . 5 16.72 K=5 .25 0 . 12 0 0 0 . 00 -1 . 02 PIPE 22 93 . 12 100 0 9 . 5 1 . 10 15 . 70 --------------------------------------------------------------------------- OUTLET 23 21 . 87 2 - 067 0 9 .5 17 . 81 K=5 .295 0 . 17 0 0 0 . 00 -0 . 76 PIPE 23 114 . 99 100 0 9 . 5 1 . 62 17 .05 --------------------------------------------------------------------------- OUTLET 24 23 . 08 2 . 067 0 6. 0 19 . 43 K=5 . 31 0 .24 1 4 0 . 00 -0 . 54 PIPE 24 138 . 07 100 0 10 . 0 2 . 39 18 . 89 --------------------------_------------------------------------------------ REF 0 0 .00 2 . 067 1 1 . 3 21 . 82 0 .239 0 8 0 . 50 PIPE 57 138 .07 100 0 9. 3 2 .21 --------------------------------------------------------------------------- REF 906 24 . 53 --- ROUTE NO. 6 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q=TOTAL C-FACT LT TOTAL PF PO NOTES ------------------------------------------------------------------------- OUTLET 25 18. 52 1 .380 0 7.5 13 .20 K=5 .295 0 . 04 0 0 0 . 00 -0 .98 PIPE 25 18 . 52 100 0 7.5 0 . 31 12 .23 ------------------------------------------------------------------------- OUTLET' 26 18 . 59 1 . 610 0 7 . 5 13 .52 K=5 .295 0 . 07 0 0 0 . 00 -1 . 19 PIPE 26 37 . 10 100 0 7 .5 0 . 53 12 .32 --------------------------------------------------------------------- OUTLET 27 18 . 53 1 . 610 0 6. 5 14 . 05 K=5 .295 0 . 15 0 0 0 . 00 -1 . 80 PIPE 27 55 . 63 100 0 6.5 0 . 98 12 .25 ---------------------------------------,----------------------------- OUTLET 28 19 . 38 1 . 610 0 9 . 5 15 . 02 K=5 .295 0 .26 0 0 0 . 00 -1 . 63 PIPE 28 75 . 01 100 0 9 . 5 2 . 48 13 . 40 r A OUTLET 29 21 . 50 2 . 061 0 9 . 5 17 . 51 K=5 .295 0 . 12 0 0 0 . 00 -1 . 02 PIPE 29 96.51 100 0 9 . 5 1 . 17 16. 49 --------------------------------------------------------------------------- OUTLET 30 22 . 41 2 . 067 0 9 . 5 18 . 68 K=5 .295 0 . 18 0 0 0 .00 -0 .76 PIPE 30 118 . 92 100 0 9 . 5 1 .72 17 . 92 --------------------------------------------------------------------------- OUTLET 31 23 . 66 2 . 067 0 1 . 5 20 .40 K=5 . 31 0 .25 1 4 0 .00 -0 .54 PIPE 31 142 . 59 100 0 5 . 5 1 . 40 19 . 86 --------------------------------------------------------------------------- REF 0 0 . 00 2 . 067 1 1 . 3 21 .80 0 .254 0 8 0 .50 PIPE 58 142 . 59 100 0 9 . 3 2 .35 --------------------------------------------------------------------------- REF 907 24 . 64 +s n --- ROUTE F 7 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 32 18 . 61 1 . 380 0 7 . 5 13 . 43 K=5 .273 0 . 04 0 0 0 . 00 -0 . 98 PIPE 32 18 . 61 100 0 7 . 5 0 . 31 12 . 45 --------------------------------------------------------------------------- OUTLET 33 18 . 51 1 . 610 0 7 . 5 13 . 74 K=5 .225 0 . 07 0 0 0 . 00 -1 . 19 PIPE 33 37 . 11 100 0 7 . 5 0 . 53 12 .55 --------------------------------------------------------------------------- OUTLET 34 18 . 33 1 . 610 0 6.5 14.27 K=5 . 191 0 . 15 0 0 0 . 00 -1 . 80 PIPE 34 55 . 45 100 0 6. 5 0 . 97 12 .47 --------------------------------------------------------------------------- OUTLET 35 19 .20 1 . 610 0 9 .5 15 .24 K=5 .204 0 .26 0 0 0 . 00 -1 . 63 PIPE 35 74 . 65 100 0 9 . 5 2 . 46 13 . 62 --------------------------------------------------------------------------- OUTLET 36 21 . 44 2 . 067 0 9 . 5 17 . 70 K=5 .25 0 . 12 0 0 0 . 00 -1 .02 PIPE 36 96. 09 100 0 9 . 5 1 . 16 16.68 ---------------------------------------------------------------------------- OUTLET 37 22 . 53 2 . 067 0 9 . 5 18 .87 K=5 .295 0 . 18 0 0 0 . 00 -0 .76 PIPE 37 118 . 63 100 0 9 . 5 1 . 72 18 . 11 --------------------------------------------------------------------------- OUTLET 38 23 . 77 2 . 067 0 1 .5 20 .58 K=5 . 31 0 .25 1 4 0 .00 -0 .54 PIPE 38 142 . 39 100 0 5 . 5 1 . 39 20.04 --------------------------------------------------------------------------- REF 0 0 . 00 2 . 067 1 1. 3 21 . 97 0 .253 0 8 0 . 50 PIPE 59 142 . 39 100 0 9 .3 2 .34 --------------------------------------------------------------------------- REF 908 24 . 81 n --- ROUTE NO ,8 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 39 18 . 71 1 . 380 0 7 . 5 13 . 56 K=5 .273 0 . 04 0 0 0 . 00 -0 .98 PIPE 39 18 . 71 100 0 7 . 5 0 . 32 12 . 59 --------------------------------------------------------------------------- OUTLET 40 18 . 61 1 . 610 0 7 . 5 13 . 88 K=5 .225 0 . 07 0 0 0 . 00 -1 . 19 PIPE 40 37 . 32 100 0 7. 5 0 . 54 12 . 69 --------------------------------------------------------------------------- OUTLET 41 18 . 44 1 . 610 0 6. 5 14 . 42 K=5 .'191 0 . 15 0 0 0 . 00 -1 . 80 PIPE 41 55 . 76 100 0 6. 5 0 . 98 12 . 62 --------------------------------------------------------------------------- OUTLET 42 19 . 31 1 . 610 0 9 . 5 15 . 40 K=5 .204 0 .26 0 0 0 . 00 -1 . 63 PIPE 42 75 . 07 100 0 9 . 5 2 . 48 13 . 77 ---------------------------------------------------------------------------- OUTLET 43 21 . 56 2 . 067 0 9 - 5 17 . 88 K=5 .25 0 . 12 0 0 0 . 00 -1 . 02 PIPE 43 96 . 63 100 0 9 . 5 1 . 17 16. 86 --------------------------------------------------------------------------- OUTLET 44 22 . 65 2 . 067 0 9 .5 19 . 06 K=5 .295 0 . 18 0 0 0 . 00 -0 . 76 PIPE 44 119 .28 100 0 9 . 5 1 . 73 18 .30 --------------------------------------------------------------------------- OUTLET 45 23 . 89 2 . 067 0 1 .5 20 . 79 ` K=5 . 31 0 .26 1 4 0 . 00 -0 . 54 PIPE 45 143 . 18 100 0 5 .5 1 . 41 20 .25 --------------------------------------------------------------------------- REF 0 0 . 00 2. 067 1 1 . 3 22 .20 0 .256 0 8 0 . 50 PIPE 60 143 .18 100 0 9.3 2 . 37 --------------------------------------------------------------------------- REF 909 25 . 06 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 46 18 . 84 1 . 380 0 7 .5 13 . 74 K=5 .273 0 . 04 0 0 0 . 00 -0 . 98 PIPE 46 18 . 84 100 0 7 . 5 0 . 32 12 .76 OUTLET 47 18 . 74 1 . 610 0 7 - 5 14 . 06 K=5 .225 0 . 07 0 0 0 . 00 -1 . 19 PIPE 47 37 .58 100 0 7 . 5 0 . 55 12 . 87 -------------------------------------------------------------------------- OUTLET 48 18 . 58 1 . 610 0 6. 5 14 - 61 K=5 . 191 0 . 15 0 0 0 . 00 -1 . 80 PIPE 48 56. 16 100 0 6.5 0 . 99 12 . 81 --------------------------------------------------------------------------- OUTLET 49 19 . 45 1 . 610 0 9 . 5 15 . 60 K=5 .204 0 .27 0 0 0 . 00 -1 . 63 PIPE 49 75 . 61 100 0 9 . 5 2 . 52 13 . 97 ---------------------------------------------------------------------------- OUTLET 50 21 . 71 2 . 067 0 9 . 5 18 . 12 K=5 .25 0 . 13 0 0 0 -00 -1 . 02 PIPE 50 97 . 32 100 0 9 . 5 1 . 19 17 .10 OUTLET 51 22 . 80 2 . 067 0 9 . 5 19 .31 K=5 .295 0 . 18 0 0 0 . 00 -0 .76 PIPE 51 120 . 13 100 0 9 .5 1 .76 18 . 55 ---------------------------------------------------------------------------- OUTLET 52 24 . 05 2 . 067 0 1 - 5 21 .06 K=5 .31 0 .26 1 4 0 . 00 -0.54 PIPE 52 144 . 18 100 0 5 .5 1 . 42 20 . 52 --------------------------------------------------------------------------- REF 0 0 . 00 2 . 067 1 1 - 3 22 . 49 0 .259 0 8 0 .50 PIPE 61 144 .18 100 0 9 .3 2 .40 --------------------------------------------------------------------------- REF 910 25 .38 a 0 l� C � o 0 LU cc 3 m 0 LL to o Q m a LL y O LU O o p c 3 0 1 a 3 A tP10 Q�Q r«« ld9Q 38iA INV L9Z6 M, 09EXI Z0:Z1 96/90/11 Berryman & Henigar Consultants, lnc - Henlgar&l ay, lnc. B&H P.C. No.: Agency P.C. No.: Description: "'WI' itJ ATTN: Dea�Vi, (�.S.k: .1 A)bO/14 Ac?-V 1,'Jb-3t� Via: ❑ Messenger ❑ Express ❑ Pickup ❑ Mail UPS ❑ Other We are forwarding herewith: X Drawings Soils Report Specifications Correction List Structural Calcs Fee Calculation Sheet Lf Energy Calcs C Other Special items to note: Arch/Engr. Signature Pending _ Additional P.C. Fee Due. Refer to Fee Calculation Sheet �r _ Unreasonable Hardship Approval Required. _ Health Department Approval Required. _ Special Inspection Required for Verify Code Interpretation by City/County on Flood Plain Regulations Apply. _ Other. The following items have been verified: _X Plans Stamped and Signed. Correction List in B&H File Questionnaire Sent to Applicant. ")C' Log Book Entry Made. Remarks: Resubmittal Required. The enclosed instruments of record are approved for issuance of the building permit(s) pending the approval of any other applicable County/City agencies. ` If enclosures received are not as listed above, please notify us at once. 1 N,✓\ ��j I" From: BERRYMAN & HENIGAR Building Safety Division ' Date: Received by: Date 2101 Fourth Avenue, Suite 320, Seattle, WA 98121 • (206)727-2220 FAX (206)727-2216 . ■ram —7m6dvh- ONE. =r • r-■ ■ -1 ■ L `'■L711. IrL ■ mon IJ ■ ■ • r ■rm ■ � - EL ■ ' - J7 r' ■ ' T - - - — i " 1 ' T — — _ — _ I EMmmmmMMT ■ ■ _ ME, Jp-.AL ■ ■ ■ Immov Elm .7 . ■ ■ ■ T ■ ■ ' — ■ 1 . i ON. ■ 011111 — M MEMO No EIIIIIIIIIIIIIIIII 1 • .1� — ol ■ — -- 51L ■ IMIN - ME — ■ mil k ■ , - - 1 ' ■ mommom ter• — J. ti ■ ? rE - ■ ■ ■ r" ■ 'i 0 i J r R7 - ' : 1 ■ rJ 7 ■ mm ■ olsom Ohm ■ ■A li HYDRAULIC DESIGN INFORMATION SHEET Project Name : NORTHWEST HARDWOODS Date : 11/20/96 Calc by: D. Yates ---------------------------------------------------------------------- Protection by: BURNS SERVICES Protection P.O-BOX 7843 EVERETT, WA Property: NORTHWEST HARDWOODS SASH/GANG INSTALLATION ARLINGTON, WASHINGTON SYSTEM DESIGN & CALC SUMMARY: HAZARD DESCRIPTION: REMOTE AREA BASED ON FACTORY MUTUAL REQUIREMENTS .20/4000 SQ.FT. DRY SYSTEM SPKR ORIF _ SIZE = 1/2K-FACTOR = 5 . 6 REQUIRED WATER AS CALCULATED: SYSTEM REQ'T 1069 .27 GPM' I/S HOSE &/OR RACK ALLOW. GPM AT B .O.R. OUTSIDE HOSE (OR COMBINED) 500 GPM TOTAL WATER REQUIREMENT 1569 . 36 GPM AT P.O_C. PRESSURE REQ'D: @ P_O .C.= 46- 53 P_S_ I _ @ B .O.R.= 44 . 66 STATIC PRESSURE : 90 P_ S . I _ RESIDUAL PRESSURE : 74 P. S _ I . @ 1210 G. P.M. FLOWING FLOW TEST DATE : NEAR EXIST STG. SHED FLOW GRAPH SUMMARY: TOTAL PRESSURE AVAILABLE @ 1569 .27 G.P.M. = 63 . 8 P. S .I . TOTAL WATER AVAILABLE @ 46. 53 P. S . I . = 2075 G. P.M. ------------------------------------------------------------------------- ABBREVIATIONS : PT. = PRESSURE TOTAL E - 90 DEG. ELL BV - BUTTERFLY VA ALV - ALARM VA PE - PRESS . ELEVATION EE - 45 DEG_ ELL GV - GATE VALVE DELV - DELUGE VA --------------------------------------------------------------------------- K= 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 3 - 00 PT=11 . 76 218" STUBUP Q=19 .20 Loss/ft _= 0 - 163 E11=2 Fitts= 7 PF= 1. 55 C=100 Total=10 . 00 PT=13 . 35 *** K=5 .255 *** --------------------------------------------------------------------------- K= 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 3 . 10 PT=11 . 76 3 ' 1" STUBUP Q=19 .20 Loss/ft .= 0 . 169 E11=2 Fitts= 7 PF= 1. 61 C=100 Total=10 - 10 PT=13 . 37 *** K=5 .251 *** ------------------- --------------------------------------------------------- K= 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 1 .25 PT=11 . 76 1 ' 3" STUBUP Q=19 .20 Loss/ft _= 0 . 169 E11=2 Fitts= 7 PF= 1 . 30 C=100 Total= 8 -25 PT=13 . 05 *** K=5 . 314 *** --------------------------------------------------------------------------- K= 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 0 . 50 PT=11 . 76 6"ARMOVER Q=19.20 Loss/ft _= 0 . 169 E11=2 Fitts= 7 PF= 1. 17 C=100 Total= 7 . 50 PT=12. 93 *** K=5 . 34 *** ---------------------------------------------------------------------------- K= 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 2 . 50 PT= 6. 98 2 ' 6" STUBUP Q=14. 80 Loss/ft .= 0 . 104 E11=2 Fitts= 7 PF= 0. 93 C=100 Total= 9 . 50 PT= 7 . 92 *** K=5 .26 *** --------------------------------------------------------------------------- K= 5. 60 Diameter= 1 . 049 Tee=1 Pipe= 4 . 00 PT= 6.98 4' STUBUP Q=14 .80 Loss/ft -= 0 . 104 E11=2 Fitts= 7 PF= 1 . 09 C=100 Total=11 _ 00 PT= 8 . 07 *** K=5 .208 *** --------------------------------------------------------------------------- K= 5. 60 Diameter= 1 . 049 Tee=1 Pipe= 4 .25 PT= 6. 98 4 '2" STUBUP Q=14.80 Loss/ft .= 0 . 104 E11=2 Fitts= 7 PF= 1 . 11 C=100 Total=11 _25 PT= 8- 10 *** K=5 .2 *** ----------------------------------------------------------------------------- K= 5 .60 Diameter= 1 . 049 Tee=1 Pipe= 2.50 PT= 6. 98 2 ' 6" STUBUP Q=14. 80 Lass/ft .= 0 . 104 E11=2 Fitts= 7 PF= 0 . 93 C=100 Total= 9 . 50 PT= 7 . 92 *** K=5 .26 *** ---------------------------------------------------------------------------- K= 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 1 . 10 PT= 6. 98 1 ' 1" STUBUP Q=14.80 Loss/ft-= 0 . 104 E11=2 Fitts= 7 PF= 0- 79 C=100 Total= 8 . 10 PT= 7 . 77 *** K=5 . 309 *** ------------------------------------------------------------------------•---- K= 5. 60 Diameter= 1 . 049 Tee=1 Pipe= 2-10 PT= 6. 98 211" STUBUP Q=14.80 Loss/ft -= 0 . 104 E11=2 Fitts= 7 ' PF= 0. 89 C=100 Total= 9 .10 PT= 7 . 88 *** K=5 .273 *** --------------------------------------------------------------------------- K= 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 3 . 50 PT= 6. 98 3 '6" STUBUP Q=14. 80 Loss/ft .= 0. 104 E11=2 Fitts= 7 PF= 1. 04 C=100 Total=10. 50 PT= B - 02 *** K=5 .225 *** --------------------------------------------------------------------------- K= 5 .60 Diameter= 1 . 049 Tee=1 Pipe= 4 . 50 PT= 6. 98 4 ' 6" STUBUP Q=14.80 Loss/ft .= 0 . 104 E11=2 Fitts= 7 PF= 1 . 14 C=100 Total=11. 50 PT- B- 13 *** K=5 . 191 *** ---------------------------------------------------------------------------- K= 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 4 . 50 PT=11 . 03 416" STUBUP Q=18. 60 Loss/ft _= 0 . 159 E11=2 Fitts= 7 PF= 1 . 74 C=100 Total=11 _ 50 PT=12 . 77 *** K=5 .204 *** --------------------------------------------------------------------- ----- K= 5 .60 Diameter= 1 . 049 Tee=1 Pipe= 3 . 10 PT=11 .03 3 ' 1" STUBUP Q=18 . 60 Loss/ft .= 0 . 159 E11=2 Fitts= 7 PF= 1 .52 C=100 Total=10 . 10 PT=12 . 55 *** K=5 .25 *** --------------------------------------------------------------------------- K= 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 1 . 75 PT=11 . 03 118" STUBUP Q=18 .60 Loss/ft .= 0 . 159 E11=2 Fitts= 7 PF= 1 . 30 C=100 Total= 8 . 75 PT=12 . 33 *** K=5 .295 *** t a ---------------------------------------------------------------------- K= 5 . 60 Diameter= 1 . 049 Tee=1 Pipe= 1 . 33 PT=11 . 03 1 ' 4" STUBUP Q=18. 60 Loss/tt .= 0 . 159 E11=2 Fitts= 7 PF= 1 .24 C=100 Total= 8 . 33 PT=12 .27 *** K=5 . 31 *** --------------------------------------------------------------------------- --- OUTLET TABLE --- OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET) MIN_ FLOW 1 5 .255 15 . 841 20 . 92 26. 00 19 .20 2 5 .251 15 . 121 20 . 42 29 . 10 19 .20 3 5 . 314 15 . 959 21 .23 29 . 10 19 .20 4 5 . 340 18 . 984 23 .27 26. 00 19 .20 5 5 .255 15 . 859 20 . 93 26. 00 19 .20 6 5 .251 15 . 139 20 . 43 29 . 10 19 .20 7 5 . 314 15 . 978 21 .24 29 . 10 19 .20 8 5 . 340 19 . 006 23 .28 26. 00 19 .20 9 5 .255 15 . 923 20 .97 26. 00 19 .20 10 5 .251 15 .205 20 . 48 29 . 10 19 .20 11 5 . 314 16.048 21 .29 29 . 10 19 .20 12 5 . 340 19.082 23 .33 26. 00 19 .20 13 5 .260 12 . 719 18 . 76 25 . 10 14 . 80 14 5 .208 12 . 623 18 . 50 26. 50 14 . 80 15 5 .200 13 . 481 19 . 09 26. 50 14 .80 16 5 .260 15 . 979 21 . 03 25 . 00 14 . 80 17 5 . 309 19 . 949 23 . 71 23 . 50 14 .80 18 5 .273 11 . 707 18 . 04 25 . 00 14 . 80 19 5 .225 11 . 787 17 . 94 25 . 50 14. 80 20 5 . 191 11 . 682 17 . 74 26 . 90 14 . 80 21 5 .204 12 .771 18 . 60 26. 50 18 . 60 22 5 .250 15 . 698 20 . 80 25 . 10 18 . 60 23 5 .295 17 . 054 21 . 87 24 . 50 18 . 60 24 5 .310 18 . 891 23 . 08 24 . 00 18 . 60 25 5 .295 12 .227 18. 52 25 . 00 14 .80 ' 26 5 .295 12 . 322 18 . 59 25 . 50 14 . 80 27 5 .295 12 .247 18. 53 26. 90 14 . 80 28 5 .295 13 . 397 19 .38 26. 50 18 . 60 29 5 .295 16.485 21 . 50 25 . 10 18 .60 30 5 .295 17 . 917 22 . 41 24 . 50 18 . 60 31 5 .310 19 . 857 23 . 66 24 . 00 18. 60 32 5 .273 12 . 450 18 . 61 25 . 00 14 .80 33 5 .225 12 .548 18 . 51 25 . 50 14 .80 34 5 . 191 12 . 473 18 . 33 26. 90 14 .80 35 5 .204 13 . 617 19 .20 26. 50 18 .60 36 5 .250 16. 684 21 . 44 25 . 10 18 . 60 37 5 .295 18 .106 22 . 53 24 . 50 18 . 60 38 5 . 310 20 . 038 , 23. 77 24 . 00 18 .60 39 5 .273 12 .587 18 . 71 25 . 00 14 .80 40 5 .225 12 . 688 18 . 61 25 . 50 14 . 80 41 5 . 191 12 . 618 18 . 44 26. 90 14 .80 42 5 .204 13 . 772 19. 31 26. 50 18 . 60 43 5 .250 16.865 21 . 56 25 . 10 18 . 60 44 5 .295 18 .299 22 . 65 24 . 50 18 . 60 45 5 . 310 20 .249 23 . 89 24 . 00 18 .60 46 5 .273 12 . 764 18 . 84 25 . 00 14 .80 47 5 .225 12 . 869 18 . 74 25 . 50 14 .80 48 5 . 191 12 . 807 18 . 58 26 . 90 14 . 80 49 5 .204 13 . 974 19 . 45 26. 50 18 . 60 50 5 .250 17 . 099 21 . 71 25 . 10 18 . 60 51 5 .295 18 . 549 22 . 80 24 . 50 18 . 60 52 5 . 310 20 . 522 24 . 05 24 . 00 18 . 60 --- PIPE TABLE --- WPTrfPTON T RTr97TnM XYT?I.nr'TTY PIPE N0. DIAMETER LENGTH FL0W GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 1 1 . 380 12 . 00 20 . 92 100 0 . 0521 0 . 625 4 . 5 2 1 . 610 9 . 67 41 . 33 100 0 . 0867 0 . 838 6. 5 3 1 . 610 9 . 00 62 . 56 100 0 . 1867 1 . 680 9 . 9 4 1. 610 4 . 00 85 . 83 100 0 . 3351 1 . 340 13 . 5 5 1 . 380 12 . 00 20 . 93 100 0 . 0521 0 . 626 4 . 5 6 1 . 610 9 . 67 41 . 36 100 0 . 0868 0 . 839 6. 5 7 1 . 610 9 . 00 62 . 60 100 0 . 1869 1 . 682 9 . 9 8 1 . 610 4 . 00 85 . 88 100 0 . 3354 1 . 342 13 . 5 9 1 . 380 12 . 00 20 . 97 100 0 . 0523 0 . 628 4 . 5 10 1 . 610 9 . 67 41 .44 100 0 . 0871 0 . 842 6. 5 11 1 . 610 9 . 00 62 .73 100 0 . 1876 1 . 689 9 . 9 12 1 . 610 4 . 00 86. 06 100 0 . 3367 1 . 347 13 . 6 13 1 . 380 12 . 00 18 . 76 100 0 . 0426 0 . 511 4 . 0 14 1 . 610 12 . 00 37 .26 100 0 . 0716 0 . 859 5 . 9 15 1 . 610 12 . 00 56. 36 100 0 . 1539 1 . 846 8 . 9 16 1 . 610 12 . 00 77 . 38 100 0 .2766 3 . 319 12 .2 17 1 . 610 5 . 50 101 . 09 100 0 . 4536 2 . 495 15 . 9 18 1 . 380 7 . 50 18 . 04 100 0 . 0396 0 .297 3 . 9 19 1 . 610 7 . 50 35 . 98 100 0 . 0671 0 . 503 5 . 7 20 1 . 610 6. 50 53 . 72 100 0 . 1408 0 . 915 8 . 5 21 1 . 610 9 . 50 72 .32 100 0 .2441 2 . 319 11 .4 22 2 . 067 9 . 50 93 . 12 100 0 . 1154 1 . 096 8 . 9 23 2 . 067 9 . 50 114 .99 100 0 . 1705 1 . 619 11 . 0 24 2 . 067 10 . 00 138 . 07 100 0 .2391 2 . 391 13 .2 25 1 . 380 7 . 50 18 . 52 100 0.0416 0 . 312 4 . 0 26 1 . 610 7 . 50 37 . 10 100 0 . 0710 0 . 533 5 . 8 27 1 . 610 6. 50 55 . 63 100 0 . 1502 0 . 976 8 . 8 28 - 1 . 610 9 . 50 75 . 01 100 0 .2612 2 . 481 11 .8 29 2. 067 9 . 50 96.51 100 0. 1233 1 . 171 9 .2 30 2. 067 9 . 50 118 . 92 100 0 . 1814 1 . 723 11 . 4 31 2. 067 5 . 50 142 .59 100 0 .2538 1 . 396 13 . 6 32 1 . 380 7 . 50 18 . 61 100 0 . 0420 0 . 315 4 . 0 33 1 . 610 7 . 50 37 . 11 100 0 . 0710 0 . 533 5 . 8 34 1 .610 6. 50 55 . 45 100 0 . 1493 0 . 970 8 . 7 35 1 . 610 9 . 50 74 . 65 100 0 .2588 2 . 459 11 . 8 36 2 . 067 3. 50 96. 09 100 0 .1223 1. 162 9 .2 37 2 . 067 9 . 50 118 . 63 100 0. 1806 1 .'715 11 . 3 38 2 . 067 5 . 50 142 .39 100 0 .2532 1 . 392 13 .6 39 1 . 380 7 . 50 18.71 100 0 . 0424 0 . 318 4 . 0 40 1. 610 7 . 50 37 .32 100 0 . 0718 0 . 538 5 .9 41 1. 610 6. 50 55 .76 100 0 . 1509 0 . 981 8 . 8 42 1. 610 9 . 50 75 .07 100 0 .2615 2 . 485 11 . 8 43 2. 067 9 . 50 96.63 100 0 . 1236 1 . 174 9 .2 44 2 . 067 9 . 50 119 .28 100 0 . 1824 1 . 733 11 . 4 45 2 . 067 5 . 50 143 .18 100 0 .2557 1 . 407 13 . 7 46 1 . 380 7 . 50 18 .84 100 0 . 0429 0 . 322 4 . 0 47 1 . 610 7 . 50 37 . 58 100 0 . 0727 0 . 545 5 . 9 48 1 . 610 6. 50 56. 16 100 0 . 1529 0 . 994 8 . 9 49 1 . 610 9 . 50 75 . 61 100 0 .2650 2 . 518 11 . 9 50 2. 067 9 . 50 97 . 32 100 0 . 1252 1 . 189 9 . 3 1 --- PIPE TABLE --- FR TrTTOV FR Tr'TTn?J 1TF.f.n TTV PIPE NO_ DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL vyuvv� FEET/SECOND 51 2 . 067 9 . 50 120 . 13 100 0 . 1848 1 . 756 11 . 5 52 2 . 067 5 .50 144 . 18 100 0 .2591 1 . 425 13 . 8 53 2 . 067 8 . 75 85 . 83 100 0. 0992 0 . 868 8 .2 54 2 . 067 8 . 75 85 . 88 100 0 . 0993 0 . 869 8 .2 55 2 . 067 8 . 75 86. 06 100 0 . 0997 0 . 873 8 .2 56 2 . 067 9 .25 101 . 09 100 0 . 1343 1 .243 9 . 7 57 2 . 067 9 .25 138 . 07 100 0 .2391 2 .212 13 .2 58 2 .067 9 .25 142 . 59 100 0 .2538 2 . 348 13 . 6 59 2 . 067 9 .25 142 . 39 100 0 .2532 2 . 342 13 . 6 60 2 .067 9 .25 143 . 18 100 0 .2557 2 . 366 13 . 7 61 2 .067 9 .25 144 . 18 100 0 .2591 2 . 396 13 . 8 62 4 .260 8 . 00 85 . 83 100 0 . 0029 0 . 023 1 . 9 63 4 .260 8 . 00 171 . 71 100 0 . 0106 0 . 085 3 . 9 64 4 .260 58 .00 257 . 77 100 0. 0224 1 . 301 5 . 8 65 6.357 1 . 00 101 . 09 100 0 . 0006 0 . 001 1 . 0 66 6.357 4 . 00 358 . 86 100 0 . 0059 0 . 024 3 . 6 67 6. 357 10 . 00 496. 93 100 0 . 0108 0 . 108 5 . 0 68 6.357 10 . 00 639 . 51 100 0 . 0171 0 . 171 6. 5 69 6. 357 10 . 00 781 . 91 100 0 . 0249 0 .249 7 . 9 70 6.357 9 . 50 925 . 09 100 0 . 0339 0 . 322 9 . 4 71 6. 357 77 . 00 1069 .27 100 0. 0444 3 . 417 10 . 8 72 6. 357 71 . 00 1069 .27 100 0 . 0444 3 . 150 10 . 8 73 6. 357 40 .00 1069 .27 100 0 . 0444 1 . 775 10 . 8 74 6.357 45 . 00 1069 .27 120 0 . 0317 1 . 425 10 . 8 75 8 .249 299 . 00 1069 .27 140 0 . 0067 2 . 002 6. 4 i --- ROUTE NO. 1 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 1 20 . 92 1 . 380 0 12 . 0 15 . 84 K=5 .255 0 . 05 0 0 0 . 00 0 . 00 PIPE 1 20 . 92 100 0 12 . 0 0 . 63 15 . 84 --------------------------------------------------------------------------- OUTLET 2 20 . 42 1 . 610 0 9 . 7 16. 47 K=5 .251 0 . 09 0 0 0 . 00 -1 . 35 PIPE 2 41 . 33 100 0 9 . 7 0 . 84 15 . 12 --------------------------------------------------------------------------- OUTLET 3 21 .23 1 . 610 0 9 . 0 17 . 30 K=5 . 314 0 . 19 0 0 0 . 00 -1 .35 PIPE 3 62 . 56 100 0 9 . 0 1 . 68 15 . 96 --------------------------------------------------------------------------- OUTLET 4 23 .27 1 . 610 0 1 . 0 18 . 98 K=5 . 34 0 . 34 1 3 0 . 00 0 . 00 PIPE 4 85 . 83 100 0 4 . 0 1 . 34 18 . 98 --------------------------------------------------------------------------- REF 0 0 . 00 2 . 067 1 0 . 8 20 .32 0 . 099 0 8 0 . 54 PIPE 53 85 . 83 100 0 8 .8 0 . 87 --------------------------------------------------------------------------- REF 901 0 . 00 4 .260 0 8 . 0 21 . 74 0 . 003 0 0 0 . 00 PIPE ' 62 85 . 83 100 0 8 .0 0 . 02 ---------------------------------------------------------------------------- REF 902 85 . 88 4 .260 0 8 . 0 21 . 76 0 . 011 0 0 0 . 00 PIPE 63 171 . 71 100 0 8 . 0 0 . 08 --------------------------------------------------------------------------- REF 903 86. 06 4 .260 1 30 . 0 21 . 84 0 . 022 0 28 1 . 37 PIPE 64 257 .77 100 3 58 .0 1 . 30 --------------------------------------------------------------------------- REF 904 101. 09 6.357 0 4. 0 24 . 51 0 .006 0 0 0 . 00 PIPE 66 358 . 86 100 0 4 . 0 0 .02 --------------------------------------------------------------------------- REF 906 138 . 07 6. 357 0 10 .0 24 . 53 0 . 011 0 0 0 . 00 PIPE 67 496. 93 100 0 10 .0 0 . 11 --------------------------------------------------------------r------------- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- REF 907 142 . 59 6. 357 0 10 . 0 24 . 64 0 . 017 0 0 0 . 00 PIPE 68 639 . 51 100 0 10 . 0 0 . 17 ---------------------------------------------------------------------------- REF 908 142 . 40 6. 357 0 10 . 0 24 . 81 0 . 025 0 0 0 . 00 PIPE 69 781 . 91 100 0 10 . 0 0 .25 --------------------------------------------------------------------------- REF 909 143 . 18 6. 357 0 9 - 5 25 . 06 0 . 034 0 0 0 . 00 PIPE 70 92.5 . 09 100 0 9 - 5 0 . 32 ---------------------------------------------------------------------------- REF 910 144 . 18 6. 357 1 55 . 0 25 . 38 0 . 044 0 22 5 . 47 PIPE 71 1069 .27 100 0 77 . 0 3 . 42 --------------------------------------------------------------------------- REF 911 0 . 00 6. 357 0 51 . 0 34 .27 0 . 044 0 20 -5 . 47 PIPE 72 1069 .27 100 3 71 . 0 3 . 15 --------------------------------------------------------------------------- REF 912 0 . 00 6. 357 0 18 . 0 31 . 95 0 . 044 0 22 0 . 00 PIPE 73 1069 .27 100 0 40 . 0 1 . 77 ----------7---------------------------------------------T------------------- REF 913 0 . 00 6. 357 1 6.0 33 . 73 0 . 032 0 39 9 . 37 PIPE 74 1069 .27 120 1 45 . 0 1 . 43 -----------------------r--------------------------------------------------- REF 914 0 .00 8 .249 1 200 . 0 44 . 53 0 .007 0 99 0 .00 PIPE 7V 1069 .27 140 3 299 .0 2 . 00 --------------------------------------------------------------------------- 46. 53 Supply ,�. �� I --- ROUTE NO. 2 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 5 20 . 93 1 . 380 0 12. 0 15 . 86 K=5 .255 0 . 05 0 0 0 . 00 0 .00 PIPE 5 20 . 93 100 0 12 . 0 0 . 63 15 .86 --------------------------------------------------------------------------- OUTLET 6 20 . 43 1 . 610 0 9 . 7 16. 48 K=5 .251 0 . 09 0 0 0 . 00 -1_35 PIPE 6 41 . 36 100 0 9 . 7 0 .84 15 . 14 --------------------------------------------------------------------------- OUTLET 7 21 .24 1 . 610 0 9 .0 17 . 32 K=5 . 314 0 .19 0 0 0 .00 -1 .35 PIPE 7 62 . 60 100 0 9 .0 1 . 68 15 . 98 --------------------------------------------------------------------------- OUTLET 8 23 .28 1 . 610 0 1 .0 19 .01 K=5 .34 0 .34 1 3 0 .00 0.00 PIPE 8 85 . 88 100 0 4 .0 1 .34 19 .01 --------------------------------------------------------------------------- REF- 0 0 . 00 2 . 067 1 0 . 8 20 .35 0 . 099 0 8 0 .54 PIPE , 54 85. 88 100 0 8 . 8 0 . 87 --------------------------------------------------------------------------- REF 902 21 . 76 --- ROUTE NO. 3 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 9 20 . 97 1 . 380 0 12 . 0 15 . 92 K=5 .255 0 . 05 0 0 0 . 00 0 . 00 PIPE 9 20 . 97 100 0 12 .0 0 . 63 15 . 92 --------------------------------------------------------------------------- OUTLET 10 20 . 48 1 . 610 0 9 . 7 16. 55 K=5 .251 0 . 09 0 0 0 . 00 -1 . 35 PIPE 10 41 . 44 100 0 9 . 7 0 . 84 15 .21 --------------------------------------------------------------------------- OUTLET 11 21 .29 1 . 610 0 9 . 0 17 . 39 K=5. 314 0 . 19 0 0 0 .00 -1 .35 PIPE 11 62 . 73 100 0 9 . 0 1 . 69 16. 05 --------------------------------------------------------------------------- OUTLET 12 23 . 33 1 . 610 0 1 . 0 19 . 08 K=5 .34 0 . 34 1 3 0 . 00 0 . 00 PIPE 12 86. 06 100 0 4 .0 1 .35 19 . 08. --------------------------------------------------------------------------- REF 0 0 . 00 2 . 067 1 0 . 8 20 . 43 0 . 100 0 8 0 -54 PIPE 55 86. 06 100 0 8 . 8 0 . 87 --------------------------------------------------------------------------- REF 903 21 . 84 --- ROUTE NO. 4 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES ---------------------------------------------------------------------------- OUTLET 13 18 . 76 1 . 380 0 12 . 0 13 . 74 K=5.26 0 . 04 0 0 0 . 00 -1 . 02 PIPE 13 18 . 76 100 0 12 .0 0 .51 12 .72 --------------------------------------------------------------------------- OUTLET 14 18 . 50 1 . 610 0 12 .0 14 .25 K=5 .208 0 .07 0 0 0 . 00 PIPE 14 37 .26 100 0 12 .0 0 .86 12 .62 --------------------------------------------------------------------------- OUTLET 15 19 . 09 41 . 610 0- 12 .0 15 . 11 K=5 .2 0 . 15 0 0 0 .00 -1 .63 PIPE 15 56. 36 100 0 12 . 0 1 .85 13 . 48 --------------------------------------------------------------------------- OUTLET 16 21 . 03 1 . 610 0 12 . 0 16.96 K=5 .26 0.28 0 0 0 .00 -0 . 98 PIPE 16 77 . 38 100 0 12 .0 3 . 32 15 . 98 -------------------------------------------------------- ------------------- OUTLET 17 23 . 71 1. 610 0 2. 5 20 .27 K-5.309 0 . 45 1 3 0 . 00 -0 . 33 PIPE 17 101 . 09 100 0 5 . 5 2 .49 19 . 95 --------------------------------------------------------------------------- REF 0 0 . 00 2 . 067 1 1 . 3 22 . 77 0 . 134 0 8 0 . 50 PIPE 56 101 . 09 100 0 9 . 3 1 .24 --------------------------------------------------------------------------- REF 0 0 . 00 6. 357 0 1 .0 24 . 51 0 . 001 0 0 0 . 00 PIPE 65 101 . 09 100 0 1 . 0 0 . 00 --------------------------------------------------------------------------- REF 904 24 . 51 t1; � --- ROUTE NO. 5 DESCRIPTION --- Q-ADD DIA T PIPE PT P`d REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES -------------------------------- ------------------------------------------ OUTLET 18 18 . 04 1 . 380 0 7 . 5 12 . 68 K=5 .273 0 . 04 0 0 0 . 00 -0 . 98 PIPE 18 18 . 04 100 0 7 . 5 0 .30 11 . 71 ------------------------------------------------------------ OUTLET 19 17 . 94 1 . 610 0 7 . 5 12 . 98 K=5 .225 0 . 07 0 0 0 . 00 -1 . 19 PIPE 19 35 . 98 100 0 7 . 5 0 .50 11 . 79 ----------------------------------------------------------- OUTLET 20 17. 74 1 . 610 0 6. 5 13 . 48 K=5. 191 0 . 14 0 0 0 . 00 -1 . 80 PIPE 20 53 . 72 100 0 6. 5 0 . 92 11 . 68 ------------------------------------------------------------- OUTLET 21 18 . 60 1 . 610 0 9 . 5 14 . 40 K=5 .204 0 .24 0 0 0 . 00 -1 . 63 PIPE 21 72 .32 100 0 9 . 5 2 . 32 12 . 77 ------------------------------------------------------------- OUTLET 22 20 . 80 Z- 067 0 9 . 5 16.72 K=5.25 0 . 12 0 0 0 . 00 -1 . 02 PIPE 22 93 . 12 100 0 9 . 5 1 . 10 15 . 70 ------------------------------------------------------------- OUTLET 23 21 . 87 2 . 067 0 9 .5 17 . 81 K=5 .295 0 . 17 0 0 0 . 00 -0 . 76 PIPE 23 114 . 99 100 0 9 . 5 1 . 62 17 . 05 ------------------------------------------------------------ OUTLET 24 23 . 08 2 . 067 0 6. 0 19 . 43 K=5 . 31 0 .24 1 4 0 . 00 -0 . 54 PIPE 24 138 . 07 100 0 10 . 0 2 . 39 18 .89 ----------------------------------------------------------------- REF 0 0 . 00 2 . 067 1 1. 3 21. 82 0 .239 0 8 0 . 50 PIPE 57 138 . 07 100 0 9. 3 2 .21 ----------------------------------------------------------------- REF 906 24.53 --- ROUTE NO. 6 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q=TOTAL C-FACT LT TOTAL PF PO NOTES -------------------------------------------------------------- OUTLET 25 18 . 52 1 . 380 0 7.5 13 .20 K=5 .295 0 . 04 0 0 0 .00 -0 . 98' PIPE 25 18 . 52 100 0 7 . 5 0 . 31 12 .23 -------------------------------------------- OUTLET' 26 18 . 59 1 . 610 0 7 . 5 13 . 52 K=5 .295 0. 07 0 0 0 . 00 -1 . 19 PIPE 26 37 . 10 100 0 7 .5 0. 53 12 . 32 ---------------------------------------------------------- OUTLET 27 �18 . 53 1 . 610 0 6'.5 14 . 05 K=5 .295 0 . 15 0 0 0 . 00 -1 . 80 PIPE 27 55 . 63 100 0 6. 5 0 . 98 12 .25 ------------------------------------------------------- OUTLET 28 19 . 38 1 . 610 0 9 . 5 15 . 02 K=5 .295 0 .26 0 0 0 . 00 -1 . 63 PIPE 28 75 . 01 100 0 9 . 5 2 . 48 13 .40 --------------------------------------------------------------------------- OUTLET 29 21 . 50 2 . 067 0 9 . 5 17 .51 K=5.295 0 . 12 0 0 0 . 00 -1 . 02 PIPE 29 96. 51 100 0 9 . 5 1 . 17 16. 49 --------------------------------------------------------------------------- OUTLET 30 22 . 41 2 .067 0 9 . 5 18 . 68 K=5 .295 0 . 18 0 0 0 . 00 -0 . 76 PIPE 30 118 . 92 100 0 9. 5 1 .72 17 . 92 --------------------------------------------------------------------------- OUTLET 31 23 . 66 2 .067 0 1 . 5 20 . 40 K=5 .31 0 .25 1 4 0.00 -0 . 54 PIPE 31 142 .59 100 0 5 . 5 1 . 40 19 . 86 ---------------------------------------------------------------------------- REF 0 0 . 00 2 . 067 1 1 - 3 21 .80 0 .254 0 8 0 . 50 PIPE 58 142 . 59 100 0 9 .3 2 . 35 --------------------------------------------------------------------------- REF 907 24 . 64 y h, --- ROUTE NO. 7 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 32 18 . 61 1 . 380 0 7 . 5 13 . 43 K=5 .273 0 . 04 0 0 0 . 00 -0 . 98 PIPE 32 18 . 61 100 0 7 . 5 0 . 31 12 .45 --------------------------------------------------------------------------- OUTLET 33 18 . 51 1 . 610 0 7 . 5 13 . 74 K=5.225 0 . 07 0 0 0 . 00 -1 . 19 PIPE 33 37 . 11 100 0 7 . 5 0 . 53 12 .55 --------------------------------------------------------------------------- OUTLET 34 18 . 33 1 . 610 0 6.5 14.27 K=5 . 191 0 . 15 0 0 0 . 00 -1 . 80 PIPE 34 55 . 45 100 0 6.5 0 . 97 12 .47 --------------------------------------------------------------------------- OUTLET 35 19 .20 1 . 610 0 9 . 5 15 .24 K=5 .204 0 .26 0 0 0 . 00 -1 . 63 PIPE 35 74 . 65 100 0 9 . 5 2 . 46 13 . 62 --------------------------------------------------------------------------- OUTLET 36 21 . 44 2 . 067 0 9 . 5 17 . 70 K=5 .25 0 . 12 0 0 0 . 00 -1 .02 PIPE 36 96. 09 100 0 9 . 5 1 . 16 16. 68 --------------------------------------------------------------------------- OUTLET 37 22 . 53 2 . 067 0 9 .5 18 .87 K=5 .295 0 . 18 0 0 0 . 00 -0 .76 PIPE 37 118 . 63 100 0 9 .5 1 . 72 18 . 11 --------------------------------------------------------------=------------ OUTLET 38 23 . 77 2 . 067 0 1 .5 20 . 58 K=5. 31 0 .25 1 4 0 .00 -0 . 54 PIPE 38 142 . 39 100 0 5 .5 1 . 39 20 .04 --------------------------------------------------------------------------- REF 0 0 . 00 2 . 067 1 1 .3 21 . 97 0 .253 0 8 0 . 50 PIPE 59 142 .39 100 0 9 .3 2 . 34 --------------- ----------------------------------------------------------- REF 908 24 . 81 --- ROUTE N0. 8 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------- OUTLET 39 18 . 71 1 . 380 0 7 . 5 13 . 56 K=5 .273 0 . 04 0 0 0 . 00 -0 . 98 PIPE 39 18 . 71 100 0 7 . 5 0 . 32 12 . 59 --------------------------------------------------------------------- OUTLET 40 18 . 61 1 . 610 0 7 . 5 13 . 88 K=5 .225 0 . 07 0 0 0 . 00 -1 . 19 PIPE 40 37 . 32 100 0 7 . 5 0 . 54 12 . 69 -------------------------------------------------------------------- OUTLET 41 18 . 44 1 . 610 0 6. 5 14 . 42 K=5 _'l91 0 . 15 0 0 0 . 00 -1 . 80 PIPE 41 55 . 76 100 0 6. 5 0 . 98 12 . 62 ----------------------------------------------------------------------- OUTLET 42 19 . 31 1 . 610 0 9 . 5 15 . 40 K=5 .204 0 .26 0 0 0 . 00 -1 . 63 PIPE 42 75 . 07 100 0 9 . 5 2 . 48 13 .77 -------------------------------------------------------------------- OUTLET 43 21 . 56 2 .067 0 9 . 5 17 . 88 K=5 .25 0 . 12 0 0 0 . 00 -1 . 02 PIPE 43 96. 63 100 0 9 . 5 1 .17 16. 86 ---------------------------------------------------------------------- OUTLET 44 22 . 65 2 . 067 0 9 - 5 19 . 06 K=5 .295 0 . 18 t 0 0 . 00 -0 .76 PIPE 44 119 .28 100 9 . 5 1 . 73 18 .30 ------------------------------------------------------------------------- OUTLET 45 23 . 89 2 . 067 0 1 . 5 20 . 791 K=5 .31 0 .26 1 4 0 . 00 -0 .54 PIPE 45 143 . 18 100 0 5 . 5 1 . 41 20 .25 -------------------------------------------------------------------------- REF 0 0 . 00 2 . 067 1 1 . 3 22 .20 0 .256 0 8 0 . 50 PIPE 60 143 .18 100 0 9 . 3 2 . 37 ------------------------------------------------------------------------- REF 909 25. 06 --- ROUTE NO. 9 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 46 18 . 84 1 . 380 0 7 - 5 13 . 74 K=5 .273 0 . 04 0 0 0 .00 -0 .98 PIPE 46 18 . 84 100 0 7 . 5 0. 32 12 . 76 -------------------------------------------------------------------------- OUTLET 47 18 . 74 1 . 610 0 7 . 5 14 . 06 K=5 .225 0 . 07 0 0 0.00 -1 . 19 PIPE 47 37 . 58 100 0 7 . 5 0 . 55 12 . 87 --------------------------------------------------------------------------- OUTLET 48 18 . 58 1 . 610 0 6 - 5 14 . 61 K=5 . 191 0 . 15 0 0 0 .00 -1 . 80 PIPE 48 56. 16 100 0 6 . 5 0 .99 12 . 81 --------------------------------------------------------------------------- OUTLET 49 19 . 45 1 . 610 0 9 . 5 15 . 60 K=5 .204 0 .27 0 0 0 .00 -1 . 63 PIPE 49 75 . 61 100 0 9 . 5 2 .52 13 . 97 --------------------------------------------------------------------------- OUTLET 50 21 . 71 2 . 067 0 9 . 5 18 . 12 K=5.25 0 . 13 0 0 0.00 -1 . 02 PIPE 50 97 . 32 100 0 9 . 5 1. 19 17 . 10 ------------------------------------------------- --------------------------- OUTLET 51 22 . 80 2 . 067 0 9 . 5 19 .31 K=5 .295 0 . 18 0 0 0 . 00 -0 .76 PIPE 51 120 . 13 100 0 9 . 5 1 .76 18 . 55 --------------------------------------------------------------------------- OUTLET 52 24 . 05 2 . 067 0 1 - 5 21 .06 K=5 .31 0 .26 1 4 0.00 -0 .54 PIPE 52 144 . 18 100 0 5 - 5 1 . 42 20 . 52 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