Loading...
9385 SW GREENBURG ROAD-1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Page 1 SPRINKLER 3YSTEN HYDRAULIC ANALYSIS DATE: 3 '21/2000 SPRINKLER COMPANY SPRINKLER SYSTEM HYDRAULIC ANALYSIS DATE: 3/21/2000 Page 2 _ C: \HASS71\WASp4.3DF VIKING AUTOMATIC C:\H1.S571\WASQ4.SDF JOB TITLE: LSTC_WA.SQ. REMOTE .•RAEAM4-WAREHOUSE C;\HASS71\WASQl.SDF JOB TITLE: LSTC WA. SQ. REMOTE ARAEAIl4-WAREHOUSE 3245 N.W. FRONT AVENUE DATE: 3/21/2000 PIPE DATA PORTLAND, OR 97210-1509 JOB TITLE: LSTC_WA.SQ. REMOTE ARALAM4-WAREHOUSE NODE ANALYSIS DATA (cont. ) NITER SUPPLY DATA I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. R NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE END ELLV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM, SOURCE STATIC RESID. FLOW AVAIL. TOTAL PRESS (FT) PRESS. Q DEMAND PRESS. (PSI) (GPM) ; NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) HYDRAULIC CALCULATIONS ��l �' 6J" 1 NODE PRESS. PRESS. 8 TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 431 21. 1 K• a.00 17.8 33.7 Pipe: 1 -27 .7 1 .049 PL 9.79 PF 2.3 FOR 432 21. 1 K- 8.00 15.7 31.7 401 20. 6 8.0 12.0 27.7 10. 3 120 FTG ---- PE O,C CITY 76.0 70.0 1008.0 52.7 ?.098.4 49. 1 433 21. 1 K- 8.00 14 ,8 30.7 402 4, 6 8.0 14 .3 3j,3 0.238 TL 9.79 PV 0.7 � 434 21. 1 K= 8.00 14 .2 30.2 LES SCHWAB TIRE CENTER 5 . N1 20, 8 - - _ - 24 . 5 - - - T� FLOW ANALYSIS: N1 2C►• 8 24 4 - - - Pipe: 2 -58 .0 1. 380 PL 10_00 PF 2 .5 WASHINGTON SQUARE AGGREGA - - - - - - - 102 20, 6 8.0 14.3 30. 3 12 . 4 120 FTG PE 0,0 t ^TI WAS NG O1 20. 9 _ _ - - 24 . 6 - - _ 403 20. 6 8.0 16.8 32.8 0.245 TL 10.00 PV 1.0 y P1 21.2 REMOTE AREA f4-WAREHOUSE �fOrfpJ, FLOW AT SOURCE 2090 . 4 GPM M - - - - 24 . 6 - - - UATE: 12-22-00 0.0 GPM lq•0 - - - - 30. 1 Pipe: 3 TOTAL HOSE STREAM ALLOWANCE AT SOURCE 750.0 GPM N 19.0 30,1 _ _ _ -90. 8 1 . 610 PL 1---- PF 2.7 • OTHER HOSE STREAM ALLOWANCES 0 19.0 - - - _ _ - - j 403 20. 6 8.0 16.8 32.8 14 . 3 120 FTG - - PE 0.0 P 30.2 404 20, 6 8.0 19. 4 35. 3 0.265 TL 10.00 PV 1.4 TOTAL DISCHARGE FROM ACTIVE SPRINK?ERS 1"s4N . 4 GPM 19.0 - - - - 30. 4 - - - ,, 0 19.0 - - - - 31 . 8 - ) -DESIGN DATA- - - - - I Pipe: 4 -126.0 1.614 PL 2.50 PF 5. 1 bit 19.0 32. 4 -• - - } 404 20. 6 8.0 19.4 35.3 19. 9 120 FTG T PE 0.0 TIRE STORAGE TO 16' 3 NODE AK%LYSIS DATA X 19.0 - - - - 32. 8 - - - M1 OCCUPANCY CLASSIFICATION: R4 9.0 - - - _ - - - 20. 6 0.0 24.5 0.0 0. 487 TL 10.50 PV 2.7 UG1 37.2 T ,40+IN-RACKS gpmisq. tt• NODE 'f,�G ELEVATION NODE TYPE PRESSURE DISCHARGE 0.0 - - - - 41 . 6 - - - Pipe: 5 96. . 5 1.. 610 PL 7 .50 PF 4 .8 DENSITY: � (I•T) (PSI) (GPM) UG2 0.0 HOSE STREAM 12 . 1 750.0 I M1 20. 6 0.0 24 .5 0.0 15. 5 120 FTG T PE 0.0 (ENTIRE AREA) sq. tt• BF2 0.0 •- - - - 43. 4 - - - 405 20. 6 8 .0 19.8 35.6 0. 309 TL 15. 50 PV 1.6 ,AREA OF APPLICATION: CITY 0.0 SOURCE 49.1 2098. 4 BF2 0.0 - - - - _ _ _ 27.7 47. 4 LOq sq• ft. 401 20. 6 K= 8.00 12.0 501 9.0 K- 5.50 30.0 30. 1 COVERAGE PER SPRINKLER: 402 20, 6 K= 8 .00 14.3 30' 3 502 9.0 K- 5.50 Pipe: 6 63.0 1. 380 PL 10-00 PF 2 . 9 32.8 30. 1 30.2 •105 20.6 8.0 19.8 35.6 13 . 5 120 FTG - - PE 0.0 403 20.6 K- 8 .00 16.8 503 9.0 K- 5.53 ,IUMBER OF SPRINKLERS CALCULATED: 42 sprinklers K= 8.00 19.4 35 3 504 30.4 30.3 406 20.6 8.0 16.9 32.9 0.286 TL 10.00 PV 1.2 404 20.6 35. 6 9.0 K- 5.50 30.9 30.6 405 20.6 K- 6.00 19.8 505 9,U K- 5.50 TOTAL SPRINKLER WATER FLOW REQUIRED: 1648.4 gpm 20.6 K. 6 .00 16.9 32. 9 506 9.0 K- 5.50 31'7 31.6 Pine: 7 30. 1 1. 120 PL 1---- PF 2.8 406 K- 8.00 14.1 30. 1 32.9 31. 6 406 20. 6 8.0 16,9 32.9 11 .2 110 FTG ---- PE 0.0 407 20.6 27.7 507 9.0 K- 5.50 32. 6 31.4 407 TOTAL WATER REQUIRED (including hose) : 2098.4 qpm 408 20.8 K- 8.00 11.9 508 9.0 K- 5.50 32.5 31.4 20.6 8.0 14.1 30.1 C. ?77 TL 1.0.00 PV 0.8 2098.4 qpm 4 45.1 psi 409 20.8 K- 8.00 14.3 30.2 R1 9.0 - - - - _ _ _ FLOW AND PRESSURE (C CITY) : 32.7 R2 9.0 _ _ _ - 34.4 - _ - Pipe: 8 -27,7 1.049 PL 9-79 PF 2.3 410 20.8 K- 8.00 16.7 35.2 35.3 17/32 i 112 inch 411 20.8 K- 8.00 19.3 R3 9.0 - - - - - - - 408 20.8 8.0 14.9 27,7 10. 3 120 FTG - - PE 0.0 SPRINKLER ORIFICE SIZE: 20.9 K= 8,00 19.7 35.5 36.0 409 20.8 8.0 14.3 30.2 0.237 TL 9.79 PV 0.7 412 32.8 413 20.8 K- 8.00 16,8 NAME OF CONTRACTOR: 414 20.8 K= 8.00 14.1 30.0 Pipe: 9 -57. 9 1. 380 PL 10-00 PF 2.4 415 20. 8 K- 8.00 14.2 30.1 40'9 20.8 8.0 14.3 30.2 12. 4 120 FTG PE 0.0 DESIGN/LAYOUT BY:B.WESTER 416 20. 9 K. 8.00 1.4,7 30.7 410 20.8 8.0 16.7 ?2.7 0.244 TL 10.00 Pv ' ,� 417 Z0.9 'K= 8.00 15.7 31.7 AUTHORIT" HAVING JURISDICTION: K. 8.00 17.8 33,7 Pipe: 10 -90. 6 1.610 PL 10,00 PF 2.6 418 20. 9 37,0 410 20.8 8.0 16.7 32.7 14 . 3 120 FTG ---- PE 0.0 ' 419 20 . 9 K= 8.00 21.4 CONTRACTOR CERTIFICATION NUMBER: 411 20.8 8,0 19. 3 35.2 0.264 TL 10.00 PV 1.4 420 20.9 K- 8 .00 21.4 37 .0 421 20.9 K- 8.00 17.8 33.7 422 20.9 K= 8.00 15.7 31.7 Pipe: 11 -125.8 1.610 PL 2.50 PF 5. 1 Y MASS COMPUTER PROGRAM (LICENSE # 38030713 l 423 20. 9 K- 8,00 14.7 30.7 411 20.8 8.0 19.3 35,2 19.8 120 L 0 PE 0.0 CALCULATIONS B K- 8.00 14.2 30. 1 ; N1 20.8 0.0 24.4 0. 0 0.485 TL 10.50 PV 2.6 HRS SYSTEMS. INC. 424 20.9 TUCr.ER, GA 30064 425 21.1 K- 8.00 14.2 30.2 � Pipe: 12 98.3 1.610 PL 7,50 PF 4.8 i �� 426 21.1 K- 8.00 14.8 30.7 ► 427 21.1 K= 8.00 15.7 31.7 N1 20.8 L`.0 24.4 0.0 15.5 120 FTG T PE 0.0 428 21.1 K- 8.00 17.8 33.7 412 20.8 8.0 19.7 35.5 0.307 TL 15.50 PV 1.6 429 21.1 K- 8.00 21.4 37.0 430 21.1 K- 8.00 21.4 37.0 93"SW gem b 1 Rld• 93W sW wee nb"Rd. �tlU�Py0t1 � � tl8i ow q SUP2001-00041' IIUP200140042 tWP2001-000<Z 201 34 2 of 24 �d !4 1 of 34 SPRINKLER SYSTEM HYDRAULIC ANALYSTS Page 7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3;21/2000 C:\HASS71\WAS04.SDF DATE: 3/21/2000 C:\HASS71\WASQage4 DATE: 3/21/2000 C: \HASS71\WASQ4 .SDF DATE: 3/21/2000 C:\HASS71\WASQ4 .SDF' JOB TITLE: LSTC_WA.SQ. M MOTE ARAEAN4-WAREHOUSE JOB TITLE: LSTC_WA•SQ. REMOTE ARAEAN4-WAREHOUSE JOB TITLE• LSTC_WA.SQ. REMOTE ARAEAN4-WAREHOUSE JOB TITLE: LSTC_WA.SQ. REMOTE ARAEA#4-WAREHOUSE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. FZFE TAG Q(GPM) DIA(IN) LENGTH PRESS. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. PIPE TAG Q(GPM) DIA(IN) ".-NGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (Ff) SUM. END ELEV, NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. END ELEV. NOZ. PT DISC. VEL(FI'S) HW(C) (FT) SUM. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) NODES (FT) (K) (PSI) (GPM) FL/1sT (PSI) NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) wV Pipe: SS FIXED PRESSURE LOSS DEVICE Pipe: 13 62.8 1.380 PL 10.00 PF 2.8 Pipe: 25 -30.2 1.380 PL 7 . 50 PF 0.5 Pipe: 43 --326.5 2.635 PL 2.00 PF 4 .8 BF2 0.0 0.0 47.4 0.0 4.0 psi, 2098.4 gpm 412 20.8 8.0 19.7 35.5 13.5 120 FTG ---- PE 0.0 425 ' 1 . 1 8 .0 14 .2 30.2 6.5 120 FTG ---- PE 0.0 01 20. 9 0.0 24 . 6 0.0 19.2 120 FTG T PE 0.8 BF1 0.0 0.0 43.4 0.0 413 20.8 8.0 16.8 32.8 0,284 TL 10.00 PV 1.2 426 21. 1 8.0 14 .8 30.7 0.073 TL 7 , 50 PV 0. 3 0 x.9.0 0.0 30.2 0.0 0.257 TL 18 .47 PV 2.5 Pipe: 56 -2098.4 10.280 PL 100.00 PF 1.7 Pipe: 14 30.0 1.049 PL 10.00 PF 2,8 Pipe: 26 -60.9 1. 610 PL 7 ,50 PF 0. 9 Pipe: 49 -326.7 2. 635 PL 2.25 PF 9.8 BF2 0.0 0.0 47.4 0.0 8. 1 120 FTG TG PE 0.0 413 20.8 8.0 16.8 32.8 11.1 120 FTG ---- PE 0.0 426 21. 1 8.0 14.8 30.7 9.6 120 FTG ---- PE 0.0 P1 21.2 0.0 24.6 0.0 19.2 120 FTG T PE 1.0 CITY 0.0 SRCF 49. 1 (N/A) 0.011 TL 158.80 PV 0.4 414 20.8 8.0 14 . 1 30.0 0.276 TL 10.00 PV 0.8 427 21 . 1 8.0 15.7 31.7 0. 127 TL 7 ,50 PV 0. 6 P 19.0 0.0 30, 4 0.0 0.257 TL 18.72 PV 2.5 Pipe: 57 -30. 1 2.067 PL 8.00 PF 0. 1 Pipe: 15 -::1).1 1.380 PL 7.50 PF 0. 5 Pipe: 27 -92.6 1 . 610 PL 7 . 50 PF 2 .1 Pipe: 45 -224 . 6 6.357 PL 7 .00 PF 0.0 501 9.0 5.5 30.0 30. 1 2.9 120 FTG ---- PE 0.0 4'1.5 20. 9 8.0 14 .2 30.1 6.5 120 FTG ---- PE 0.0 427 21. 1 8 .0 15.7 31.7 14.6 120 FTG ---- PE 0,0 M 19.0 0.0 30. 1 0.0 2.3 120 FTG PE 0.0 502 9.0 5.5 30. 1 30.2 0.010 TL 8.00 PV 0. 1 416 20. 9 8.0 14 .7 30.7 0.073 TL 7.50 PV 0. 3 428 21. 1 8 .0 17.8 33.7 0.275 TL 7 , 50 PV 1.4 N 19.0 0.0 30. 1 0.0 0.002 TL 7.00 PV 0.0 • Pipe: 58 -50. 3 2.067 PL 8.00 PF 0. 3 Pipe: 16 -60.9 1.610 PL 7.50 PF 0. 9 Pipe: 28 -126.3 1. 610 F_ 7 , 50 PF 3.7 Pipe: 46 -448 .6 6.357 PL 8 . 50 PF 0. 1 502 9.0 5.5 30. 1 30 ,2 5.8 120 FTG ---- PE 0.0 416 20.9 8 .0 14 .7 30.7 9.6 120 FTG ---- PE 0.0 428 21 . 1 8.0 17,8 33.7 19.9 120 F1" " ---- PE 0.0 N 19.0 0.0 30.1 0.0 4 .5 120 FTG PE 0.0 503 9.0 5.5 30.4 30. : 0,037 TL 8.00 PV 0.2 > 429 21. 1 8 .0 21.4 37.0 0. 489 TL 7 , 50 PV 2.7 0 19.0 0.0 30.2 0.0 0.006 TL 8 . 50 PV 0. 1 417 X0.9 8.0 15.7 31.7 0.127 TL 7,50 PV 0.6 Pipe: 59 -90.6 2.067 PL 7-00 PF 0.5 Pipe: 17 -92.5 1.610 PL 7.50 PF 2 . 1 Pipe: 29 -163.3 2.067 PL 3.75 PF 3.2 Pipe: 47 -775.2 6.357 PL 10.00 PF 0.2 503 9.0 5.5 30. 4 30. 3 8.7 120 FTG - - PE 0.0 417 20.9 8.0 15.7 31.7 14.6 120 FTG ---- PE 0.0 429 21. 1 8 .0 21.4 37.0 15.6 120 FTG T PE -0. 1 0 19.0 0.0 30.2 0.0 7 . 8 120 FTG ---- PE 0.0 504 9.0 5.5 30. 9 30.6 0.078 TL 7.00 PV 0. 5 418 20. 9 8 .0 17,8 33.7 0.275 TL 7.50 PV 1.4 P1 21 .2 0.0 24 .6 0.0 0.233 TL 13 . 75 PV 1 , 6 i P 19. 0 0.0 30 .4 0.0 0.017 TL 3.0.00 PV 0. 4 Pipe: 60 -121 . 2 2.067 PL 6.00 PF 0. 8 Pipe: 18 -126.?. 1. 610 PL 7. 50 PF 3.7 Pipe: 30 163.3 2 .067 PL 3. 75 PF 3 . 1 Pipe: 48 -1101 . 8 6. 357 PL 4 .00 PF 1.4 504 9.0 5.5 30. 9 30. 6 11. 6 120 FTG --- PE 0.0 418 20.9 8.0 17.8 33.7 19. 9 120 FTG ---- PE 0.0 P1 21.2 0.0 24 .6 0.0 1.5.6 120 FTG T PE 0. 1 P 19.0 0.0 30. 4 0.0 11 . 1 1.20 FTG T PE 0.0 505 9.0 5.5 31.7 31,0 0.134 TL 6.00 PV 0. 9 419 20. 9 8.0 21.4 37.0 0.488 TL 7.50 PV 2 .7 430 21. 1 8.0 21.4 37 .0 0.233 TL 13.75 PV 1 . 6 Q 19.0 0.0 31.8 0.0 0.033 TL 41.72 PV 0.8 Pipe: 61 -152 .2 2 .067 PL 3.00 PF 2.7 Pipe: 19 -163.3 2.067 PL 3,75 PF 3. 2 Pipe: 31 126.3 1. 610 PL 7 . 50 PF 3 .7 Pipe: 19 -1101 . 8 8 .249 PL 70.00 PF 0.7 505 9,0 5.5 31.7 31.0 14 .5 120 FTG T PE 0.0 41�! 20. 9 8.0 21. 4 37,0 15.6 120 FTG T PE 0.0 430 21. 1 8.0 21 . 4 37,0 19.9 120 FTG ---- PE 0.0 Q 19.0 0.0 31.e 0.0 6. 6 120 FTG ---- PE 0.n R1 9.0 0.0 34.4 0.0 0.204 TL 13.00 PV 1. 4 01 20.9 0.0 24 . 6 0.0 0.233 TL 13.75 PV 1. 6 431 21. 1 8 .0 17 .8 33.7 0.489 TL 7 . 50 PV 2 . 7 W 19.0 0.0 32.4 0.0 0.009 TL 70.00 PV 0.3 Pipe: 62 94 .4 2.067 °L 7.00 PF 1. 4 Pipe: 20 163.3 2.067 PL 3.75 PF 3.2 Pipe: 32 92 6 1. 610 PL 7 .50 PF 2 . 1 Pipe: 50 -1101 .8 8.249 PL 28 .00 PF 0.4 ..1 9.0 0.0 34. 4 0.0 9.0 120 FTG T PE 0.0 01. 20.9 0,0 24.6 0.0 15.6 120 FTG T PE 0.0 431 2.1. 1 8 .0 17.8 33.7 14.6 120 FTG ---- PE 0.0 W 19.0 0.0 32.4 0.0 6. 6 120 FTG L PE 0.0 5r)6 9.0 5.5 32. 9 31.6 0.084 TL 17,00 PV 0, 5 420 20. 9 8. 0 21.4 37,0 0.233 TL 13.75 PV 1.6 432 21.. 1 8 .0 15.7 31,7 0.275 TL 7 . 50 PV 1 . 4 X 3.9.0 0.0 32.8 0.0 0.009 TL 42.46 PV 0.3 Pipe: 63 62.8 2,067 PL 8.00 PF 0. 3 Pipe: 21 126.2 1.610 PL 7,50 PF 3.7 Pipe: 33 60.9 1.610 PL 7 , 50 PF 0.9 Pipe: 51 -1101 .8 8 .249 FL 10.00 PF 0. 1 506 9.0 5.5 3:. 9 31.6 6.0 120 FTG ---- PE 0.0 420 20.9 8.0 21. 4 37.0 19.9 120 FTG ---- PE 0.0 432 21 . 1 8.0 15.7 31.7 9.6 120 FTG ----- PE 0>0 X 19,0 1, 0 32.8 U•0 6.6 120 FTG -•--- PE 4 1 507 9.0 5.5 32.6 31.4 0.040 TL 8.00 PV 0.2 421 20. 9 8.0 17 .8 33.7 0.488 TI. 7.50 PV 2. 7 433 21. 1 8.0 14 .8 30.7 0.127 TL 7 ,50 PV 0.6 R4 9.0 0.0 37,2 0.0 0.009 TL 10.00 PV 0, 3 � Pipe: 69 31. 4 2.067 PL 8-00 PF 0. 1 Pipe: 22 92.5 1.610 PL 7.50 PF 2. 1 Pipe- 34 30.2 1.380 PL 7 . 50 PF 0.5 pipe: 52 •-1348. 4 8.249 PL 21.00 PF 0.5 � 507 9.0 5.5 32. 6 31.4 3 .0 120 FTG - - PE 0.0 ! 421 20. 9 8.0 17,8 33.7 14. 5 120 FTG ---- PE 0.0 433 21. 1 8.0 14 .8 30.7 6.5 120 FTG ---- PE 0.0 R4 � 9.0 0.0 37.2 0.0 8. 1 120 FTG B PR 3.9 ( 508 9.0 5.5 32.5 31.4 0.011 TL 8.00 PV 0. 1 422 20. 9 8.0 15.7 31.7 0.275 TL 7.50 PV 1.4 434 21 . 1 8 .0 14 .2 30.2 O,C73 TL 7.50 PV 0. 3 UG1 0.0 0.0 41. 6 0.0 0.014 TL 34 . 35 PV n. 4 ' Pipe: 65 -246.5 4.260 PL 33.00 PF 0. 9 Pipe: 23 60. 9 1.610 PL 7.50 PF 0.9 Pipe: 41 -224 . 6 2 .067 1-L 1 . 67 PF 4 . S Pipe: 53 -1348. 4 10.280 PL 40.00 PF 0. 5 R1 9.0 0.0 14.4 0.0 5. 5 120 FTG T PE 0.0 422 20.9 8.0 15.7 31.7 9.6 120 FTG ---- PE 0.0 M1 20. 6 0.0 24 .5 0.0 21.5 120 FTG T PE 0.7 Uri 0.0 0.0 41. 6 0.0 5.2 140 FTG TL PE 0.,0 R2 9,0 0.0 35. 3 0.0 O.J15 TL 59.33 P1. 0. 2 423 20.9 8.0 14.7 30.7 0. 127 TL 7.50 PV 0.6 M 19.0 0.0 30, 1 0.0 0.420 TL 11 . 67 PV 3. 1 + UG2 0.0 H.S. 42. 1 750.0 0.004 TL 133.84 PV 0.,2 l Pipe: 66 -246.5 4.260 PL 48.00 PF 0.7 Pipe: 24 30. 1 1.380 PL 7.50 PF 0.5 Pipe: 42 -224.1 2.067 PL 1.83 PF 4.9 Pi e: 54 -2098. 4 10.280 PL 170.00 PF 1.4 j R2 9.0 0.0 35.3 0.0 5 5 120 FTG ---- PE 0.0 423 P 20.9 8.0 14.7 30.7 6.5 120 FTG ---- PE 0.0 , NiN1 20.8 '�>0 29 .9 0.0 21.4 120 F'I'G T PE 0.8 UG2 P 0.0 H.S. 42.. ], 750.0 8. t 140 FTG - - PE 0.0 , R3 9.0 0.0 36.0 0.0 0.015 TL 18.00 PV 0.2 424 20.9 8.0 14.2 30. 1 0.073 TL 7,50 PV 0. 3 N 19.0 0.0 30. 1 0.0 0.418 TL 11.83 PV 3. 1 BF1 0.0 0.0 43.4 0.0 0.006 TL 170.00 PV 0.4 Me SW pmmeebuep Rd. Rd. Me SW Smw*urg Rd. BLIP 2001-00042 Ill tltt SW .11042 9UP9001.00042 t d 34 UP2004n Md. 7 d 34 tl � ;•a,. a}!•w^.�1gw�m�'?41�:,cva•:awnN�.n ec rs;a• tnw��u S t x 1 .. am t , 11114 1 1u�lii 411111111fl, �.ii111(ll0i]I it 1 11111121 111111A "11 ll11114111111104 �ndlilllell� �Ill�h�ftull film ltl 161 Il i i�nls i md�l' rT>nhl�ilnulll �mdl' �ulll ►►�i�li i�uliil uuh ��1�Ih i�IsuhP+llllluliil��l���r �1�1 �iu�h m�hl�i�unl�ul _ fdx "At A ,; �. `1' � .-. rte,. -- .c5amaaewwr _.,u�..•c�- '611" 4° � ♦sK+aw•••• .Ma•..�n. ,... ..,ryv.w,6e, ,,.,.Y,.., «.. .. ♦fpr,..w,..w.q.•c••.. .a1.w, ,,._._._�_:+�r,•••�r:.ar+a.r.+wxu.......-.. .K+- _ d ,.._.Y^a1A.L< ,N; 1 ....,•,a:.l!.:.•. ,.fY+..urw►,. �+'4V s,._. x.,AVM�Brf1�'�►:4..1r1kMF.N,,,,,r,nMhlrk..,..•�+r,:...,,wYiW'kM117W.11�Yf1�3"r ,/ A I�i�IeiiYMrM.e.viMr�++i.�+br'a•1+mr�..Mr*I..YT.••+.1M1!^I.11.�..�M�t'.AI►:.�R..crl�xrr•a-w'�.t.�l�f.�.� A'f�lMlrir✓1M� .. •• ..n slM`�. . c• r r • �r �1 4f Page 8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 SPRINKLER SYSTEM HYDRAULIC ANALYSISC.\HASS710WASQ4 •SDF DAM 3/21/2000 C:\HASS71\WASO4.SDF , T'E: 3/21/2000 JOB TITLE: LSTC WA.SQ. REMOTE ARAEA#4-WAREHOUSE " " SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 " TITLE• LSTC_WA.SQ. REMOTE ARAEA#i4-NAR>:HOUSE DATE: 3/21/2000 C: \HASS71\WASQI.SDF VIKING AUTOMATIC SPRINKLER COMPANY s TAG JOB TITLE: LSTC-WA.SQ.Ml Q f GPl�!) DTA(I ) LENGTH PRESS. � ,,_ WATER SUPPLY DATA WATER SUPPLY ANALYSIS PORTLAND, OR 97210-1509 XXD ELEV. NOZ. PIP DISC. VEL(F"�5) FL/FT (��T! (PSI) 3245 N.W. FRONT AVENUE i NODES (FT) (K) (PSI) (GPM) SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D -2 Pipe: 67 4.6.5 4 .260 PL 53.00 PF 1.3 NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. 9.0 0.0 36.0 0.0 5.5 120 FTG TL PE 0 .0 R4 9.0 0.0 37.2 0.0 0.015 TL 87.23 FV 0.2 w: 1008.0 qpm Static: 76.00 psi Resid: 70 �0 psi FloHYDRAULIC CALCULATIONS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) FOR CITY 76.0 70.0 1008.0 70.1 100.3. 3 63. 1 ons Calculatiwere perfurmed by the HASS 1 . 1 computer program • � 120.0 under license no. 38030713 granted by LES SCHWAB TIRE CENTER AGGREGATE FLOW ANALYSIS: HF-5 Systems, Inc. WASHINGTON SQUARE 4792 LaVista Rnad Tucker, GA 30084 LEGEND "TIGARD, OR. REMOTE AREA #1-SERVICE BAYS TOTAL FLOW AT SOURCE 1003. 3 GPM has been calculated to provide an average 10 1 DATE: 12-22-00 TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM (2) The system0.0 r. , , Available Dressue- OTHER HOSE STREAM ALLOWANCES 250.0 GPM imbalance at each node of 0.002 gpm and a maximvm 52.71 psi @ 2098.4 gpm at an node of 0. 109 gpRi, TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 753. 3 GPM imbalance y GDATA- (3) (3) Velocitypressures are printed for information only and are il A 2] Reauired Dressure -DESIGN DATA- 5 ' ; 49.13 psi @ 2098.4 gpm ^•"� NODE ANALYSIS DATA not used in balancing the system. Maximum water velocity U OCCUPANCY CLASSIFICATION: is 21.5 ft/sec at pipe 41. G 80,0 ORD. HAZARD GRP II ', NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE E DENSITY: .25 qpm/sq. ft. (FT) (PSI) (GPM) r (4) PIPE FITTINGS TABLE p AREA OF APPLICATION: 2000 sq. ft. CITY 0.0 SOURCE 63. 1 1003. 3 101 2.1.0 K• 8 .00 11.8 27 , 4 R Pipe Table Name: STANDARD•PIP E 60.0 COVERAGE PER SPRINKLER: 130 sq. ft. 102 21.0 K- 8 .00 14. 1 30.0 ,' } 103 21.0 K• 8 .00 16.5 32 .5 PAGE: + MATERIAL: S40 HWC: 120 S NUMBER OF SPRINKLERS CALCULATED: 24 sprinklers 104 21.0 K- 8. 00 19.1 35.0 Diameter Equivalent Fitting Lengths in Feet S 1 105 21.0 K- 8.00 19.1 35.0 A D N (in) E T L C B G U 2 911 Tee Lng E11 ChkVly BfyVly Gat.Vly AlmChk D?Vly NPTee R TOTAL SPRINKLER WATER FLOW REQUIRED: 753. 3 gpm I 106 21.0 K- 8.00 16.5 32.5 2.635 8.24 16.47 5.49 19.22 9.61 1.37 13.73 13.73 16.47 E 10'7 21 .0 K- 6 .00 14.1 30.6 4.260 13.17 26.33 7.90 28.97 15.80 2.53 26. 33 13. 1'7 26.33 40.0 TOTAL WATER REQUIRED tincluding hose) : 1003.3 gpm 108 21.0 K- 8 .00 11.9 27. 6 7 7 0 :37.72 11.32 40.23 12.57 3 77 35.2' 23.89 37.72 ( , 109 21.0 K- 8 .00 11.8 27.5 6.35 1 .6 11.45 38.92 30.03 38.92 i FLOW AND PRESSURE (@ CITY) : 1003.3 9.249 20.02 38.92 14.46 50.04 13.35 p qpm @ 63. 1 psi 110 21.0 K- 8.00 14.2 . 10.280 23.52 53.45 17.10 58.80 20.31 5.35 42. 6 31.00 53.45 ' 111 21.0 K- E .00 16.6 32. 6 SPRINKLER ORIFICE SIZE: 17/32 inch 112 21.0 K- 8.00 19.2 35. 1 i 113 21.0 K- 8.00 19.2 35.0 PAGE: A KhTERIAL: S40 HWC: 120 ) 20.0 NAME OF CONTRACTOR: 114 21.0 K- 8.00 16.6 32 . 6 Diameter Equivalent Fitting Lengths in Feet y115 met (in) 9 T L C B G A D N 116 21.0 K- 8.00 12.0 200 14.1 0.7 911 Tee LngEll ChkVly BfYVly GatVly AlmChk DPVly NPTee DESIGN/LAYOUT BY:B.WESTER .00 10.00 10.00 5.00 Y! � 1.049 2.00 5.00 2.00 5.00 6.00 1 117 21.0 K• 8.00 12.0 27 ,7 6 00 2.00 7.00 4.00 1.00 10.00 10.00 6.00 j AUTHORITY HAVING JURISDICTION: 118 21.0 K- 8.00 14.4 30. 3 1.390 3.00 , 1.610 4.00 11.00 2.00 9.00 6.00 1.00 10.0Q 10.00 8.00 0.0 119 21.0 K- 8 .00 16.8 32.8 e CONTRACTOR CERTIFICATION NUMBER: 067 5.00 10.00 3.00 11.00 6.0: 1.00 10.00 10,00 10.00 120 21.0 K- 5 .00 19.5 35. 3 i, 121 21.0 K- 8.00 1915 35. 3 2' + 122 21.0 K- 8.00 16.8 32.E 123 21.0 h- 8.00 14.4 30. 3 � -14.7 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38030713 ) 124 21.1' K- 8.00 12.2 27.9 ; J1 21 .0 - - - - 25.3 - - - 00-120(1600 2000 2400 2800 3200 3600 4000 HRS SYSTEMS, INC. ' , TUCKER, GA 30084 K1 21.0 - - - - 25.5 ( FLOW (GPM) L1 21.0 - - - - 25.9 - - - I - - - - - - - E K 19.0 43.7 L 19.0 - - - - - - - t>•s SW pnrnburq Rd. 4 4.3 ' "now OWN-0I�00 � OUP2001-00042 k 9 of 34 10 of 34 X004! sUP'001 �Ild. 12 of 9385 SW 9r"nbur9 Rd. SUP2001-ON42 11 of 34 :SPRINKLER SYSTEM 'HYDRAULIC ANALYSIS Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 • 3/21/2000 C:\HASS71\NASOI.SDF DATE: 3/21/2000 C:\HASS71\WASQI.SDF JOB TITLE: LSTC-WA JOB TITLE: LSTC-WA.SQ.'i�l SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 � SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 1E ANALYSIS DATA (cant. ) pIpE DATA DATE: 3/21/2000 C:\HASS'71\WASQI.SDF DATE: 3/21/2000 C:\HASS71\WASQI.SDF JOB TITLE• LSTC-WA.SQ. ##1 JOB TITLE: LSTC-WA.SQ.M1 �E TAG ELEVATION NODE TYPE PRESSURE DISCHARGE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. ! PIPE TAG Q(GPM) DIA(IN) LENGTH PF::SS, PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. (FT) (PSI) (GPM) END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. EN E) ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) NODES (FT) (K) (PSI) (GPM) FL/FT - - - 49.2 - - - (PSI) � 19.0 � 19.0 - - - - 49.3 - - - Pipe: 1 -27.4 1.049 PL 10.00 PF 2.3 eipe: 13 125.4 1 . 610 PL 5 .00 PF 6.3 Pipe: 25 -250.0 1.610 PL 2.00 PF 17.3 p -- s Kl 21 .0 0.0 25. 5 0.0 19.8 120 FTG T PE 0.0 J1 21.0 0.0 25.3 0.0 39.4 120 FTG T PE 0. 9 19.0 - _ _ _ 49.4 _ - _ E1 0� : 101 21.0 .0 11.8 27.4 10.2 120 FTG - - PE 0.0 >1 19.0 - - - - 49,6 - - - 102 21.0 8.0 14. .1 30.0 0.233 TL 10.00 PV 0.7 113 21.0 8.0 19.2 35.0 0. 482 TL 13 .00 PV 2. 6 J 19.0 0.0 43.5 0.0 1.729 TL 10.00 PV 10. 4 19.0 - - - - 50.3 - - - N 19.0 - - - - 50.6 -• - -- pipe. 2 -57. 5 1. 380 PL 10.00 PF 2.4 Pipe: 14 90. 3 1. 610 PL 10_00 PF 2.6 Pipe: 26 -250.6 1.610 PL 2.00 PF 17.4 X 19.0 - - - - 50.8 - - - 102 21.0 8.0 14.3. 30.0 12 . 3 120 FTG ----- PE 0.0 113 21.0 8.0 19. 2 35.0 14 .2 120 FTG PE 0.0 KI 21.0 0.0 15.5 0.0 39.5 120 FTG T PE 0. 9 IL4 9.13 - _ _ w 55'2 _ _ _ 103 21.0 8.0 16. 5 32.5 0.241 TL 10.00 PV 1.0 114 21.0 8 .0 16. 6 32.6 0.263 TL 10.00 PV 1 . 4 K 19.0 0.0 43,7 0.0- 1.736 TL 10.00 PV 10.5 gal. 1. 0 58.8 1 I 0...0 HOSE STREAM 59.4 '150.0 pipe: 3 -90.0 1. 610 PL 10.00 PF 2 .6 pipe: 15 57.8 1. 380 PL 10.00 PF 2. 4 Pipe: 27 252. 6 1.610 PL 2.00 PF 17.6 0 ,0 - - - - 59.7 - - - 103 21.0 8.0 16.5 32.5 19 .2 120 FTG ---- PE 0.0 i1 114 21 . 0 8.0 16. 6 32. 6 12. 4 120 FTG ---- PE 0.0 L1 21.0 0.0 25. 9 0.0 39.8 120 FTG T PE 0. 9 all` 0,0 - - - - 62.7 t 115 21.0 8.0 14 . 1 30. 1 0. 243 TL 13.00 PV 1.0 L 19.0 0.0 44 . 3 0.0 1.762 TL 10.00 PV 10.7 1511 ' 104 ?.1.0 8.0 19.1 35.0 0.261 TL 10.00 FV 1. 4 ` -125.0 1 .610 PL 5.00 PF 6.2 Pipe: 16 27.7 1.049 PL 9.00 PF 2 . 1 Pipe: 28 -250.0 4.260 PL 12.00 PF 0. 2 Pipe: 4 -_ 104 21.0 8.0 1.9. 1 35.0 19.7 120 FTG T PE 0.0 a 115 21 . 0 8.0 14 . 1 30. 1 10. 3 120 FTG ---- OE 0.0 I J 1.9.0 0.0 43.5 0.0 5.6 120 FTG - - PE 0. 0 t J1 21.0 0.0 25.3 0.0 0. 479 TL 13.00 PV 2.6 116 21 .0 8.0 12.0 2.7,7 0.238 TL 9.00 PV 0.7 K 19.0 0.0 43.7 0.0 0.015 TL 12.00 PV 0. 2 125. 1 1. 610 PL 5.00 PF 6. 2 + Pipe: 17 -27.7 1,049 PL 10. 00 PF 2 . 4 j Pipe: 29 -500. 6 4.260 PL 12.00 PF 0.7 Pipe: 5 __ J1 21.0 0.0 25.3 0.0 19.7 120 FTG T PE 0.0 117 21.0 8.0 12.0 27.7 10. 3 120 FTG ---- PE 0.0 K 19.0 0.0 43.7 0.0 11. 3 120 FTG - - PE 0. 0 105 21.0 8.0 19. 1 35.0 0. 480 TL 13.00 PV 2 . 6 118 21. 0 8.0 14 . 4 30. 3 0.2:38 TL 10.00 PV 0.7 } L 19.0 0.0 44.3 0.0 0.055 TL 12.00 PV 0. 9 Pipe. 6 90. 1 1.610 PL 10.00 PF 2 . 6 I pip`: 18 -58 . 1 1. 380 PL 10_00 PF 2 . 5 Pipe: 30 -753.2 4.260 PL 25.75 PF 4 . 8 r 8.0 19.3. 35.0 14 .2 120 r.'G ---- PE 0.0 118 21 .0 8.0 14 . 4 30.3 12.5 120 FTG PE 0. 0 105 19.0 0,0 44 . 3 0.0 17.0 120 FTG 2L PE 0.0 21.0 L 105 21.0 8.0 16.5 32.5 0.262 1'L 10.00 PV 1. 4 119 21 .0 8 .0 16. 8 32.8 0.246 TL 10.00 PV : . 0 M 19.0 0.0 49.2 0.0 0. 1.16 TL 41.55 PV 1 . 9 Pipe: 7 57 . 6 1. 380 PL 10.00 PF 2.4 Pipe: 19 -90. 9 1. 610 PL 10'00 PF 2 .7 Pipe: 31 -753.2 6. 357 PL 7_00 PF 0. 1 106 21.0 8.0 16.5 32.5 12 . 4 120 FTG - PE 0.0 119 21 .0 8.0 16.8 32.8 14 .3 120 FTG - 2.- PE 0.0 M 19.0 0.0 49. 0.0 7 . 6 120 FTG - - PE 0.0 107 21.0 8.0 14. 1 30.0 0.242 TL 10.00 PV 1.0 120 21 .0 8.0 19. 5 35.3 0.266 TL 10.00 PV 1. 4 N 19.0 0.0 49. 3 0.0 0.017 TL 7,00 PV 0. 4 Pipe 8 27. 6 1.049 PL 9_00 PF 2 . 1 Pipe: 20 -126.2 1. 610 PL 5.00 PF 6. 3 Pipe: 32 -753. 6.357 PL 8_50 PF 0. 1 107 21.0 6 .0 14. 1 30.0 10. 3 120 FTG - - PE 0.0 120 21 .0 8.0 19. 5 35.3 19. 9 120 FTG T PE 0.0 i N 19.0 0.0 49. 3 0.0 7.6 120 FTG - - PE 0.0 vs• 108 21.0 U.0 11.9 27.6 C .237 TL 9.00 PV 0.7 L1 21 .0 0.0 25. 9 0.0 0. 488 TL 13.00 PV 2 .7 I 0 19.0 0.0 49.4 0.0 0.017 TL 8.50 PV 0. 4 i -4 Pipe: 9 -27. 5 1.049 PL 10_00 PF 2 . 3 pipe: 21 126. 4 1. 610 PL 5.00 PF 6. 4 al Pipe: 33 -753.2 6.357 PL 10.00 PF U, 2 109 21.0 8.0 11.8 27.5 10. 2 120 FTG PE 0.0 L1 21 .0 0.0 25.9 0.0 19.9 120 FTG T PE 0.0 I 0 19.0 0,0 49.4 0.0 7, 6 120 FTG FE 0.0 110 21.0 8.0 14.2 30.1 0.234 TL 10.00 PV 0.7 I 121 21 .0 8.0 19.5 35.3 0.409 TL 13.00 PV 2.7 1 P 19.0 0.0 49. 6 0.0 0.017 TL 10.00 PV 0. 4 t -57. 6 1.380 PL 10.00 PF 2 .4 � Pipe: 22 91.0 1.610 PL 10.00 PF 2 .7 Pipe: 34 -753.2 6.357 PL 4.00 PF 0.7 IIS Pipe: 10 __ --- 110 21.0 8.0 14 .2 30. 1 12 .4 120 FTG - - PS 0.0 - 19.0 0.0 49. 6 0.0 7. 6 120 FTG T PE 0.0 0 8.0 16.6 32. 6 0. 242 TL 10.00 PV 1 .0 121 21 .0 8.0 19.5 35.3 14. 3 X20 FTG PE 0.0 P 21. 122 21 .0 8.0 16.8 32.8 0.267 TL 10.00 PV 1 . 4 ; Q 19.0 O.J 50. 3 0.0 0.017 TL 41.72 PV 0.4 i� -90.2 1.610 PL 10.00 PF 2 . 6 4 rns Pipe: 11 8,0 16.6 32.6 14 .2 120 FTG - PE 0,0 Pipe: 23 58.2 1, 380 PL 10_00 PF 2 . 5 Pipe: 35 -753.2 8.249 FL 7---- PF 0.. 3 r 111 21.0 122 21.0 8.0 16.0 32.8 12.5 120 FTG - PE 1.0 Q 19.0 0.0 50. 3 0.0 4,5 120 FTG - - PE 0.0 � . ? " ' 112 21.0 9.0 19.2 35. 1 0.262 TL 10.00 PV 1.4 123 21 .0 8.0 14 . 4 30.3 0.247 TL 10.00 PV 1.0 W 19.0 0.0 50.6 0.0 0.005 TL 70.00 PV 0. 1 Pipe: 24 27.9 1.049 PL 9.00 PF .'.. Pipe: 36 -753.2 8.249 PL 28.00 PF 0.2 i -125.2 1. 610 PL 5.00 PF 6.3 2 Pipe: 12 � __ t„ 112 21.0 8.0 19.2 35.1 19.7 120 FTG T PE 0.0 123 21 .0 8.0 14 .4 30.3 10.4 120 FTG - - PE X1.0 W 19.0 0.0 50.6 0.0 4.5 120 FTG L PE 0.0 K1 21.0 0.0 25.5 0.0 0.481 TL 13.00 PV 2.6 19.0 0.0 50.8 0.0 0.005 TL 42.46 PV 0. 1 124 21.0 8.0 12.2 27.9 0.291 TL 9.00 PV 0.•7 E '( 9399 two SW pnknburp Rd. sUP2001.00042 W d 2W emnburs IM. I- sUP2001 14 of '4 • 13 of 34 � 9305 SW reenbur0 Rd. 11UP2001.00042 OUP2091,00042 1601 34 ' 1 d 0f 34 n•y +.' N,_,, •j "�lH:�c,Fti•ria .Rrys.lw 7itSt ✓nw•e++wr..watxYd4ax.:,Ma.',MM.cM.d11w.6s.+Atw�,s • •` : J y p 6 ;� i 10 12 q p 16 • I , „ • y 1 Y Fr r 4.• . ! � (I I I I I I I I I I((I H i l l(l l IIIIIII IIIIIII IIIIIII I I �, !11 Iff III ( it 1111!11 IIIIIII II.I 111111 I Illillllllll I II I III 111., . • I! �l1�1�� I!-VIII !lIIII111lIl,fl lfllll•I. I,III !! I 1! III IIIIIII Illlllf III11 w- , , , _ Illlj 111111 IIIIIII IIIIIII II I ; i • � �`I til �! �`I ,�l ISI �`I � �I �I �Q�IfiI 'I �ti �`I ,�I �1 �I �I ' RI �!'�I'l �'! i ''f`I s ... �����+► dql a_N�cll i uuluil li�dl I lull a uilin- lot unit I u � tmlu I INlll � �mll Inlll n Rall 11)#h I# � . hs�l +��� u'li�ili i mih i nein I n I nuir�Ti WWII i ulhl I Inlli i WWII,I uuh n ullll i nuh � uuhni � I i mill i nnhi�i Holm i wduu ; n �t / I :N^ vti � _ • � �.....�...• mc....yar.a�•v'.sf•watsstr•r,....o.:soe+lsmw:ta,.. __�.erol�r�wx,+.+••. ._ .,..r.F...:.., - ,. .. I� _. .. ,,, ..k,.. ...{wJ� .. _ tdw +q"YE'_.t4 .1,Irf1 •R N In �. rim ANW t'.I� �I.Wft... t. .u. NM - . '.fls, 0. •A'•w171.•'W�.,.•• •'.+..lM1y •i •.1"4+�..^•..._AY WF�:.•.'r�•�1►. .6lall•1-!•IFv.'^M 1f•f4aiMC.'9MMR'..Ili'.'-W rl M•ifif••Flay-:.Tw.n'^�Y-.r�`9.i-Wry �FiY.--•.'LCi.Y•f-!a•rlt. . -..-..... .�,.:.wr+ � l�'�FM+R` .,y»,,.w •e: .., - �!' .-•1r .yMkf-Mi.+� M h„' ,f p 1' IgaII I l it i 'I II � I 'N gill I I I,II I , I,ll III 11� i ,I III i IN1 Pae 6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 U,IIII SPPINKLER SYSTEM HYDRAULIC ANALYSIS g DATE: 3/21/2000 C:\HASS71\WM01.SDF 7 1.SDF C ANALYSIS Page 7 j DATE- 3/21/2000 l,:\HASS 1\WASQ SPRINKLER SYSTEM HYDRAULIC JOB TITLE: LSTC-WA.SQ.#11 VIKING AUTOMATIC SPRINKLER COMPANY C:\HASS71\WASQI.SDF r' J08ti TITLE: LSTC-WI►.SQ.i11 DATE: 3/21/2000 3245 N.W. FRONT AVENUE ' TAG Q(GPM) DIA(IN) LENGTH PRESS. Job TITLE: LSTC-WA.SQ. #1 PORTLAND, OR 97210-1509 PIPE I .. SUM. I " I END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) (PSI) WATER SUPPLY ANALYSIS GPM IPE FITTINGS TABLE "J 111 NODES (FT) (K) (PSI) (GPM) (4) P 00 PF 0.0 249 PL 10 -753.2 8. . Table Name: STANDARD. PIP 19.0 0.0 50.8 0.0 4.5 120 FTG Pipe: 37 PE 4.3 Pipe HYDRAULIC CALCULATIONS E 10.00 PV 0. 1 0 55.2 0.0 0. )05 TL : i MATERIAL: S40 HWC: 120 Static: 76.00 psi Resid: 70.00 psi Flow: 1008.0 gpm R4 9.0 0. PAGE FOR Diameter Equivalent Fitting Lengths in Feet 8.249 PL 21.00 PF 0.2 L C B G A D N 111 Pipe: 38 -753.2 (in) E T R4 9.0 0.0 55.2 0.0 4.5 120 FTG B PE 3. 5 E11 Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 120.0 LES SCHWAS TIRE CENTER UGI 1.0 0.0 58 .8 0.0 0.005 TL 34 .35 PV 0. 1 4.260 13.17 26. 33 7 . 90 28. 97 15.80 2.63 26. 33 13. 17 26. 33 WASHINGTON SQUARE .57 3.77 35.21 23.89 37 .72 � II 6.357 17 .60 37 .72 11 .32 40.23 12 92 30.03 38.92 ^TIGARD, OR. Pipe: 39 -753.2 10.280 PL 40.00 PF Q.2 8,249 20.02 38.92 14 .46 50.04 13335 4 . 45 38 0 FTG TL PE 0.4 REMOTE AREA #2-SHOWROOM UG1 1.0 0.0 58.9 0.0 2.9 14 1 10.280 23.52 53.45 17 . 10 58.80 20.31 5.35 4?. .76 31.00 53.45 LEGEND DATE: 12-22-OU PV 0. UG2 0.0 H.S. 59.4 250.0 0.001 TL 133.84 I 100.0 1 -1003.2 10.280 PL 170.00 PF 0.3 PAGE: A MATERIAL: 540 HWC: 120 � Available pressure Pi 40 Ofameter Equivalent Fitting Lengths in Feet 70.05 psi 1 1003.3 qpm Pe ---- 0 A D N 1 -DESIGN DAT - J III UG2 0.0 H.S. 59. 1 250.0 3.9 140 FTG PE 0. T L C B G (in) E A 8F1 0.0 0,0 59.7 v.0 0.002 TL 170.00 PV 0. 1 E11 Tee LngEll ChkVly Bf�Vly GatVly a►1mChk DPVIv NPTee G 2.00 5.00 6.00 1.00 10.00 10.00 5.00 ; A 2 OCCUPANCY CLASSIFICATION: � LOSS DEVICE , 1.049 2.00 5.00 I ] Required pressure TIRE STORAGE TO 12 ' 0 7.00 6.00 1.00 10.00 10.00 6,00 U 63.11 psi @ 1003.3 qpm Pipe: 41 FIXED PRESSURE 1.380 3.00 6.00 2.0 ' SF2 0.0 0.0 62.7 0.0 3.0 psi, 1003.2 qpm 1.610 4 .00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 G 80,0 DENSITY: .60 qpm/sq. ft. 0.0 0.0 59.7 0.0 t arl i i E 1 AREA OF APPLICATION: 2500 (ENTIRE AREA) sq, ft. Pipe: 42 -1003. 3 10.280 PL 100.00 PF 0.4 SF2 0.0 0.0 62.7 0.0 3. 9 140 FTG TG PE 0.0 P COVERAGE PER SPRINKLER: R100 sq. ft. CITY 0.0 SRCE 63. 1 (N/A) 0.002 TL 178.20 PV 0. 1 2 I'Il E 60.0 NUMBER OF SPRINKLERS CALCULATED: 45 sprinklers S NOTW: 1 Calculations were performed by the HASS 7.1 computer program S TOTAL SPRINKLER WATER FLOW REQUIRED: 1661. 1 gpm $II under license no. 38030713 granted by U I HRS Systems, Inc. R TOTAL WATER REQUIRED (including hose) : 2411.1 gpm 40.0 4792 LaVista Road E ?� � 'II Tucker GA 30084 FLOW AND PRESSURE (@ CITY) : 2411.1 qpm 8 34.8 psi II'11 I�1'I ( (2) The system has been calculated to provide an average P SPRINKLER ORIFICE SIZE: 5/8 inch imbalance at each node of 0.004 gpm and a maximum s , , I L i NAME OF CONTRACTOR: imbalance at any node of 0. 161 gpm. I j ) 20.0 (3) Velocity pressures are printed for information only and are DESIGN/LAYOUT BY:B.WESTER in balancing the system. Maximum water velocity not used i is 39.8 ft/sec at pipe 27. , AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: ' 0.0 I i CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38030713 ) ,„'11+'111'' 11 I 1 -14.7 J HRS SYSTEMS, INC. J TUCKER, GA 30084 400600 800 1000 1200 1400 1600 1800 2000 ; FLOW (GPM) w ; III 'III�,i s ' j G 1311 SW 9MMI Md. 930 SWWwnbW9 Rd. OUP2001-00042 BUP2001-0004 1 9316 SW 9nenbur9 Rd. ,+/of 34 a "a ad. ,7 of 34 j 8UP2001.00042 �►111, r l 1/a 34 20 a 34 ;.,. 111 i'I I SPRINKLER SYSTEM 11vDRAULIC ANALYSIS Page 1 DATE: 12/21/2000 C:\HASS72\WASQ2.SDF SPRINKLER SYSTEM HYDRAULIC ANALYSIS Pae 3 i11'1i^'1 SPRINKLER SXSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/21/2000 g SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 TC WA.S .#2 SHOWROOM C: AHASS72\WASQ2.SDF DATE: 12/21/2000 C.AHASS72\WAS02.SDF JOB TITLE: LS Q C:\HASS72\WASQ2.SDF HATER SUPPLY DATA DATE: 12/21/2000 JOB TITLE: LSTC_WA.SQ. #2 SHOWROOM _ JOB TITLE: LSTC_WA.SQ.#2 SHOWROOM PIPE DATA JOB TITLE• LSTC WA.SQ• #2 SHOWROOM PIPE :'AG Q(GPM) DIA(IN) LENGTH PRESS. IC RESID. FLOW AVAIL. TOTAL REQ'D NODE ANALYSIS DATA (cont. ) SOURCE STAT III NODE PRESS. PRESS. 8 PRESS. e DEMAND PRESS. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. I TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) gam, NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) PIIi1 I (FT) (PSI) (GPM) NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) __ PF 0.0 Pipe: 14 11.5 10. 6 37.9 _32.2 2 120 FTG 7. 17 PE 0.0 IPI 1 i CITY 76.0 70.0 1008.0 45. 9 2411 . 1 34.8 20.7 K-11. 50 10.0 36.4 214 20.2 i 236 - Pipe: 1 0.0 2 . 635 PL 7. 17 PF 0.0 • - - - - 10.S - - 1 .8 0.0 1 7 ____ 215 20.2 11.5 10.6 37.5 0.005 TL 7.17 PV 0.0 i 11'1 '11 237 20.8 201 9 0. 0.0 0.0 120 FTG PE 0. 0 'j AGGREGATE FLOW ANALYSIS: 238 20.8 K-11.50 10.5 37.2 202 19.8 11. 5 10.7 37. 6 0.000 TL 7 . 17 PV 0.0 Pipe: 15 -74 . 9 2. 635 PL 3.58 PF 0.3 239 20.8 K-11. 0 10.5 37.3 P ' T PE 240 20.8 K-11. 50 10. 1 36. 6 Pipe: 2 -37.6 2. 635 PL 7. 17 PF 0.0 r-15 20.2 20.2 10.0 10.9 30.0 4 .4 O.Ulo TL 20.05 PV 0.01 36.4 1 I • 41 20,8 K-11 . 50 10.0 202 19. 8 11. 5 10.7 37.6 2.2 120 FTG ---- PE 0.0 TOTAL FLOW AT SOURCE 2411.1 GPM 1 20.8 K-11. 50 10.0 -36.4 1 I JII�1 203 19. 8 11. 5 10.7 37.7 0.005 TL 7. 17 PV 0. 0 110.0 2. 635 PL 3.58 PF 0.7 J TOTAL HOSE STPS M ALLOWANCE AT SOURCE 0.0 GPM 242 _ _ _ _ 10. 5 i OTHER HOSE STREAM ALLOWANCES 750.0 GPM 243 21.0 Pipe: 16 il ' II Iy TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1661.1 GPM 1 244 21.3 Ks11 .50 10.5 37 .2 Pipe: 3 -75. 3 2 . 635 PL 3. 58 PF 0. 3 �1 20.2 0.0 10.9 0.0 6.5 120 FTG T PE 0.0 245 21,0 K-11 .50 10.5 37.3 203 19.8 11 . 5 10. 7 37.7 4.4 120 FTG T PE 0. 0 216 20.2 11. 5 10. 3 36.8 0.034 TL 20.05 PV 0. 3 I 21.0 K-11 ,50 10.2 36.7 Al 19.8 0. 0 11. 1 0.0 U. TL 20.05 PV 0 . 1 73.2 2. 635 PL 7. 17 PF 0. 1 246 NODE ANALYSIS DATA 247 21.0 K-11.50 10. 1 36.5 Pipe: 1'1 _-__ K-11 . 50 10.4 36.4 Pipe: 4 216 20.2 11.5 10.3 36.8 4.3 120 FTG PE 0.0 248 21.0 - p 110.7 2 . 635 PL 3. 58 P^ 0.7 717 20.2 11.5 10. 1 36.6 0.016 TL 7. 17 PV 0. 1 y'llll NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE 249 21.2 - - - - 10.5 - - Al 19.8 0.0 1: . 1 0.0 6.5 120 FTG T PE 0.0 (PSI) (GPM) 250 21.2 K-11.50 10.5 37.3 204 19. 8 11. 5 10.4 37. 1 0.035 TL 20.05 Esl 0. 3 Pipe: 18 36. 6 2.635 PL 7. 17 PF 0.0 (FT) ---- K=11.50 10. 6 37,4 251 21.2 217 20.2 11.5 10. 1 36.6 2 .2 120 FTG PE ').O 21,2 K=11.50 10.2 36.8 Pipe: 5 73.6 2 . 635 PL 7 . 17 PF 0. 1 19.8 - - - - 10.7 - - - 252 p �1 201 __ - 10.7 37.6 253 21.2 K=11.50 10. 1 36.5 204 19. 8 11 . 5 10. 4 37. 1 4 .3 120 FTG - - PE 0. 0 ?18 20.2 11.5 10. 1 36. 6 0.004 TL 7.17 PV 0.0 , II , 202 19.8 K 11. 50 21.2 K=11.50 10. 1 36. 5 205 19. 8 11 . 5 10.3 36.8 0.016 TL 7. 17 FV 0. 1 0.0 2.635 PL 7 . 17 Pl 0 .0 203 19.8 K=11.50 10.7 37.7 254 _ _ _ X04 19.8 K-11.50 10.4 37. 1 ; Al 19.8 _ - - - 11. 1 _ _ _ Pipe: 19 _-__ 20.0 - - - 11.0 Pipe: 6 36.8 2 . 635 PL 7 . 17 PF 0. 0 .19 20. 3 0.0 10. 5 0.0 0.0 120 FTG PE 0. 0 'OS 19.8 K-11 .50 10.3 36.8 B1 _ _ _ _ _ _ _ -_ ' 10. 9 � :20 2Q . 3 11.5 1Q. 5 37. 3 0.000 TL 7. i7 PV O.0 I " ?06 19.8 K•1I.50 10.2 36.8 C1 20.2 _ _ _ _ 9 _ _ _ 205 19. 8 11. 5 10, 3 36.8 2.2 120 FTG -- PE 0. 0 207 20.0 - - - - 10.6 - - - Dl 20. 3 10. 9 _ _ _ 206 19.8 11 . 5 10.2 36.8 0.005 TL 7 . 17 PV 0. 0 pipe: 20 -37. 3 2.635 PL 7. 17 PF 0.0 208 20.0 K-11.50 10.6 37. 5 E1 20.5 _ '20 20.3 11.5 10. 5 37.3 2.2 120 FTG ---- PE 0.0 .Oy 20.0 K=11.50 10.7 37.6 F^ 20.7 - - - - 10.8 _ _ _ Pipe: 7 0.0 2.635 PL 7. 17 P: 0. 0 - 20,8 - - - - 10.8 207 20.0 0.0 10. 6 0.0 0.0 120 FTG ---- PE 0.0 121 20.3 3.1.5 10.6 37.4 0.005 TL 7. 17 PV 0.0 ill;l�l . 10 20.0 K-11.50 10. 3 36.9 ,,1 211 20.0 K-11.50 10.2 36.7 H1 21.0 - - 10.9 _ _ _ 208 20.0 11. 5 10.6 37.5 0.000 TL 7. 17 PV 0. 0 Pipe: 21 -74.7 2.638 PL 3.58 PF 0. 3 II1 ;IIi1 212 20.0 K-11.50 10.2 36.7 rl 21.2 _ _ lO'9 _ .. _ 221 20.3 11.5 10.6 37.4 4 .4 120 FTG T PE 0.0 ,III „ 213 20.2 - - - - 10.6 - - - a 19.0 - 12. 1 _ _ Pipe: 8 -37.5 2.635 PL 7 . 17 PF 0. 0 �1 20.3 0.0 10.9 0.0 0,017 TL 20.05 PV 0. 1 7 19.0 - - - lZ• 1 i 208 20.0 11. 5 10. 6 37.5 2.2 120 FTG ---- EE 0. 0 Cll 214 20.2 K-11.50 10.6 3 .4 B _ _ _ .15 20 2 K-11.50 10.6 37 . 5 � 19,0 17.1• _ _ _ 209 20.0 11 . 5 1.0.7 37.6 0.005 TL 7 . 17 PV U. O pipe; 22 109.7 2. 635 PL 3.58 PF 0.7 111ill,y, 216 20.2 K-11. 50 10.3 36.8 D 19,0 - - - - 12. 1 - - - 71 20.3 0.0 10.9 0.0 6. 5 120 FTG T PE 0.0 - R 19.0 - - - - 1,2.2 Pipe: 9 -75.1 2.635 PL 3.58 PF 0. 3 l 17 20.2 K-11.50 10. 1 36.6 _ _ _ 10. 1 36.6 19.0 - - - - 12.2 209 20.0 11. 5 10.7 37.6 4.4 120 FTG T PE 0. 0 '22 20.3 11.5 10.2 36.7 0.034 TL 20.05 PV 0. ? 218 20.2 K-11.50 F _ _ _ - - - - 12.3 1 i 1'I�1 B1 20.0 G.0 11.0 G.0 0.017 TL 20.05 PV 0. 1 73.0 2. 635 PL 7. 17 PF 0. 1 219 20.3 - - - - 10.5 - - ; 19.0 12.4 - -- - Pipe: 23 220 20.3 K-11.50 10.5 37. ; 19.0 - _ _ _ '22 20.3 11.5 10.2 36.7 4 . 3 120 FTG ---- PE 0.0 ;1111 220 20.3 K-11. 50 10. 6 37. 4 I 19.0 - - - 12.5 Pipe: 10 110.3 2. 635 PL 3.58 PF 0. 7 ':. ,23 20.3 11.5 10. 1 36.5 0.016 TL 7. 17 PV 0. 1 222 20.3 K-11.50 10.2 36.7 ? � 3 19.0 _ _ w _ 14.4 _ _ _ B1 20.0 0.0 11.0 0.0 6.5 120 FTG T PE 0. 0 223 20.3 K-11.50 10. 1 36. 5 1".0 15.8 210 20.0 11. 5 10. 3 36.9 0.035 TL 20.05 PV 0. 3 36. 5 2.635 PL 7. 17 PF 0.0 16.7 - - - Pipe: 24 224 20.3 K-11.80 10. i 36. 5 i9.0 - - _ _ _ 223 20.3 11.5 10. 1 36.5 2. 1 120 FTG ---- PE 0.0 225 20.5 - - - - 10. 5 - - - �q 9.0 - - - - 21.2 - _ - Pipe: 11 73. 4 2.635 PL 7 . 17 PF 0. 1 226 ?.0.5 K-11.50 10. 5 37.2 ,Gi 1,0 - - - - 25'1 210 20.0 11. 5 10. 3 36. 9 4.3 120 FTG ---- PE 0. 0 .24 20.3 11.5 10. 1 36.5 0.004 TL 7 . 17 PV 0.0 7 HOSE STREAM 26.3 750.0 211 20.0 11.5 10.2 36.7 0.016 TL 7 . 17 PV 0. 1 Pipe: 25 0.0 2. 635 PL 7 . 17 PF 0.0 il1' 11 227 20.5 K-11.50 10.5 37 . 3 � JG1 0.0 - 27 9 _ _ _ j P 228 20.5 K=1.1. 50 10.2 36.7 : NF1 p,0 - _ - _ _ _ '25 20.5 0.0 10.5 0.0 0.0 120 FTG ---- PE 0.0 229 20.5 K-11.50 10 . 1 36. 5 - - 32.9 Pipe: 12 36.7 2. g 3F1 0'0 34.8 2411. 1 P 635 PL 7_67 PF 0. 0 � '26 20.5 11.5 10.5 37.2 0.,000 TL 7. 17 PV 0.0 230 20.5 K-11.50 10.0 36.4 ;iTY 0.0 SOURCE 211 20.0 11.5 10.2 36.7 2.2 120 FTG - - PE 0.0 212 20.0 11. 5 10.2 36.7 0.004 TL 7. 67 PV 0.0 -37.2 2.635 PL 7.17 PF 0.0 • 231 20.7 - - - - 10.5 - - - Pipe: 26 232 20.7 K-11.50 10.5 37.2 ! 226 20.5 11.5 10.5 37.2 2.2 120 FTG ---- PE 0.0 C', I 233 20.7 K=11.50 10.8 37 ,3 Pipe: 13 0.0 2.635 PL 7. 17 PF 0. 0 L27 20,5 11.5 10. 5 37.3 0.005 TL 7.17 PV 0.0 23.1 20.7 K-11. 50 10.1 36.6 �� � 213 20.2 0.0 1.0. 6 0.0 0.0 120 FTG ---- PE 0. 0 214 20.2 11.5 '10. 6 37.4 0.000 TL 7 . 17 PV 0. 0 93M SW 4111111 235 20.7 K-11.50 10.0 36.4 9311 eW Or..nbur0 Rd. OrMnburp ltd. 1 I 21 d 9396 SW 9�Rd. SUIK001.00042 MUP2p/1•A0042 34 2 34 2 3 A 24 of of ' ,-,wlMYu.a,n4c..,r�.,,,,,,,.,.., •�►. v � rM a•m,. ;��.�,,,•r,.:..: ;ti''�n•w'ta6Mlinv.?, ,,, -ga�gpy�,rr+ ,. . ,.. :„ •v�nroer•, a gill 2 4 d 1012 14 f 16 1 , •. Ili J,I Illl �illliii 1111111 Ii III Ill� W1111 1111 I-II II1 Iliflll 1111111 IIII .� � •'�; ,, ��, iillTll 111111) 1111111 1111111 I I � I IIIII 1111111 Illilll 1111111 1111111 1111111 IIIIIIIIIIIIIII 1111111 1111111 1111111 II ,,1 • .�. IIII I ! III III I I ,� trr7ulr urrllr fill �l #Ir111111111111111111111#1 I rirtrrI� rll � ►Itr I( � . tkul���r i nnlr r nrrlu i r n!r i nuffRilrud� i ni�or r nrrh a nuhi>ii unh n uulr r nrrlr n mdnr r�r r mrlr r rnihi�ilnrrhr nrdi u t � 1111 I ', II ''° �.,;... ' s .'�tctiaTu_ �r I a e ,�, .•.� +� r �.� �1'� . .. - .. .f. .. n.�•rr „w C I i11 r.. f ryd.u...,. C' � •. •. .� .wI•JI•.Nitl+4C"'YNM fUm"511.�....,._.,R1L2f SSL. L'7^W ./!� *.:M/tl.�.WYrr•„ ,.r .ca waD ..,- ! ",•'::• -,•. ., .._,.•,• �.:.. .�_-�iL`�, 'seg) Vii'-'Y.�i,.IY,A'{.p•.M r .���� ',• !. -. V•, py ) •zw...w�:.wi.,x_:b.omo•>�.ce.,e .. _, .:•,.x.z�•..rrYrnr.vTw+ns•rc...•..«.,r.x...�--:»..-.+..:r•••A�.tr-+s�*w•w..•,n..+:rw.aeye.t%4w• : '�+wir.'.�F'a. :.: AE�'iie/�ilplNMk .. �..n4f ,1'• ,Mil,..... ..T�•�. . 7i c .. _. 'li Y} 4 I ',• li ''1,','11,'11 r 11•,,',tii.. ,dry ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 SPRINKLER SYSTEM H:'DRAULIC ANALYSIS DJ1TE: 12/21/2000 C:\HASS72\WASQage DATE: 12/21/2000 Page 6 SPRINKLER SYSTEM HYDRAULIC ANALYS:�S page 7 DATE' 12/21/2000 DATE: 12/21/2000 SPRINKLER SYSTEM! HYDRAULIC ANALYSIS - JOB TITLE: LSTC_WA.Sp. i2 SHOWROOM C: \HASS72\WAS02.SDF - C: \HAS572\WASQ2 . SDF �J06 TIT Page 8 Jt38 TITLE: LSTC WA.SQ. #2 SHOWROOM PIPE TAG Q(GPM) DIA(JN) LENGTH PRESS. PIPEJOB LSTC WA.SQ. 42 SHOWROOM PIPE T LE, LSTC WP.,SQ, l2 SHOWROOM C: \HASS72\WASQ2.SDF PIPE TAC Q(GPM) DIA(IN) LENGTH 'R1r5S. Q(GPM) DIA(IN) LENGTH PRESS. AG ` END F•LEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. END ELEV. NOZ. PT DISC. VEL(FPS) HW (C) (FT) SUM. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM, END ELEV. NOZ. Q(GFM� DIA(IN) LENGTH PRESS. NODES (FT) (K1 IPSI) (GPM) FL/FT (FSI) NODES (FT) (K) (:'5I) (GPM) FL/FT (PSI) NODES (FT) (K) (PSI) (GPM) FL/FT NODES (FT) PT DISC. VEL(FPS) HW(C) Pipe: 27 -74.5 2 . 635 PL 3. 58 PF 0. 3 pipe: 40 (PSI) (K) (PSI) (GPM) � (FT) F../FT SUM. 227 Pe 20.5 11. 5 10.5 37.3 4.4 120 CTi� T PE 0 ,0 G1 109.4 2. 635 PL 3. 58 PF U. 7 Pipe: 53 73.0 2. 635 PL 7. 17 PF 0. 1 Pipe: 72 (PSI) 20. 8 0.0 10.8 0.0 6.4 120 FTG T PF_ 0. 0 252 21.2 11 . 5 10.2 36.8 4 . 3 120 FTG - - PE 0. 0 19. 0 0,0 -556' 3 8.249 PL 8. 00 P£ �1 20.5 0.0 '10. 9 0.0 0.017 TL 20.05 Pv 0 . 1 240 20. 8 11. 5 10. 1 36. 6 0.034 TL 20.05 PV 0. 3 253 21.2 11. 5 10. 1 36. 5 0.016 TL 7 17 Pv 0, 1 p 12. 1 0.0 3. 3 120 FTG - 0.0 Pipe: 28 109.5 2 ,. 635 PL 3.58 ;F 0.7 Pipe: 41 72.8 2. 635 PL 7. 17 PF 0. 1 Pipe: 59 19. 0 0.0 12. 1 0.0 -`" 0.003 TL PE 0.0 8.00 PV 0. 1 290 36.5 2. 635 PL 7. 17 PF 0.0 p Pipe: 73 -740.•r 20. 9 11. 5 10. 1 36. 6 4 .3 120 FTG ---- PE 0.0 253 21.2 11.5 10. 1 36.5 2.. 1 120 FTG - - PE 0. 0 19.0 O,p 8.249 PL 8.0 !E1 20.5 0.0 10.9 0.0 6.9 120 FTG T PE 0.0 291 20. 8 11. 5 10.0 36.4 0.016 TL 7. 17 PV 0. 1 254 21.2 11.5 E 12. 1 0,0 0 PF 0. 0 228 20.5 11. 5 10.2 36.7 0.034 TL 20.05 PV 0 . 3 -- 10. 1 36. 5 0.004 TL 7. 17 Pv 0. 0 -- P 7. 17 PF Q. 1 Pipe' 92 36. 4 2. 635 19. 0 0.0 12.2 0.0 4' 4 120 FTG - 0.005 TI PE 0.0 Pipe. 29 72.9 2.635 L 241 PL 7. 17 PF 0.0 Pipe: 61 228 20.5 11.5 10.2 36.7 4.3 1?.0 FTG -•--- PE 0.0 20. 8 11 . 5 10.0 36.4 2. 1 120 FTG ---- pE 0, 0 Al p -186.0 3.260 PL 0.83 PF 0. 7 E Pipe: 74 -924 7 8. 00 PV 0, 1 2?9 20.5 11.5 10. 1 36.5 0.016 TL 7.17 PV 0. 1 242 20. 8 11. 5 10.0 36.! 19. 8 0.0 11. 1 0.0 7. 1 120 FTG T PE 0. 4 19. 0 0.0 12,2 0.0 8.249 PL 8' 00 PF 0. 1 0.004 TL 7. 17 PV 0.0 n 19.0 0.0 12 . 1 0.0 0.032 T:. 20. 99 PJ 0. 3 F 19. 0 0,0 5. 6 120 FTG - 36.4 2.635 PL 7 .17 PF q.0 pipe: 43 12.2 0.0 -" 0.007 TT, PE 0.0 Pipe: 30 0.0 2. 635 PL 7. 17 PF 0.0 Pipe: 62 229 20.5 11. 5 10. 1 36. 5 2. 1 120 FTG ---- PE 0.0 243 21 .0 0.0 10.5 0.0 0.0 120 FTr, -- p -185.4 3.260 PL 1.qA PF 0. 7 E Pipe: 75 -1108.6 8. 8 00 PV 0.2 PE 0.0 : B1 20.0 0.0 11.0 0.0 7, 1 120 FTG T PE 0. 4 G 19. 0 0,0 12.2 0.0 6.7 249 PL 8 .00 PF 0. 1 230 2C. 5 11.3 1n.0 36. 4 0.004 TL 7.17 PV 0.0 244 21.0 11.5 10.5 37,2 0.000 TL 7. 17 Pv 0.0 3 19.0 0.0 12. 1 0.0 0.032 TL 21. 16 PV 0. 3 19. 0 0,0 120 FTG ---- PE 0 Pipe: 31 0.0 2.635 PL 7 .17 PF 0.0 244 Pipe: 44 -37.2 2. 635 PL 7. 17 PF 0.0 pine; 12. 3 ____ PE 0.0 21.0 11. 5 10.5 37 .2 2.2 ____ 63 - 181. 9 3.260 PL 1. 17 FF 0. 7 pipe: 76 0,0 0.010 TL 8.00 PV 0,3 231 20 '' 0.0 10.5 0.0 0.0 120 FTG 120 FTG PE 0.0 C1 20.2 0.0 10. 9 0.0 7. 1 120 FTG T PE 0. 5 G 19, 0 0.0 12. 3 0.01292.5 8.249 PL 8 .00 PF 0. 1 23?. 20.7 11. 5 10,5 37.2 0.000 TL 7.17 PV 0.0 245 21 .0 11. 5 10.5 37.3 0. 005 TL 7. 17 pV 0,0 I 19.0 0 .0 12. 1 0. 0 0.032 TL 21.33 PV 0. 3 H 19. 0 0.0 12. 4 7'8 120 FTG - PE 0, Pipe: 32 -37.2 2.635 PL 7. 17 PF 0.0 pipe: 4S -74 . 5 2. 635 PL 3.58 PF 0. 3 Pipe: 64 7 12Q FTG ---- �E 0.0 '-45 21 . 0 11. 5 10.5 37.3 4 . 4 120 FT '0 0.013 TL 8.00 PV 0 q 232 20.7 11.5 10.5 3 .2 2.2 R1 G T PE 0.0 )1 P 20.3 0. 0 10. 9 0.0-187. 1 3. 120 FTG 1. 3T PE 0. 6 Pipe: 77 H 19. 0 0.0 12. 4 0.0 8. 9 8.249 PL 8.00 PF 0. 1 233 20.7 11.5 10.E 37. 3 0.005 TL 7.17 Pv 0. 0 21 .0 0. 0 10.9 0.0 0.017 TL 20.05 PV 0. 1 19.0 0.0 12. 1 0.0 0.032 TL 21. 49 PV 0. 3 I 19.0 0.0 12,5 0.0 120 FTG --- PE 0.0 Pipe: 33 -74.4 2.635 PL 3.58 PF 0.3 Pipe: 46 109. 5 2. 635 PL 3. 58 pF 0.7 Pipe: 65 Pipe: 741 2:3.3 20.1 11.5 10.5 37. 3 4.4 120 FTG T PF 0.0 41 21.0 0.0 10.9 0.0 6. 4 120 FTG T PE 0,0 :1 P ., -t84. 1 3.260 FL 1. 50 PF 0. 7 I p -166 0'016 TL 8.00 PV PV 0. 1 246 21.0 11,5 10.2 36.7 20. 5 0.0 10. 9 0.0 7. 1 120 FTG T PE 0. 6 O. S F1 20.7 0.0 10.8 0.0 0.017 TL 20.05 0.034 TL 20.05 PV 0.3 19.0 0.0 12. 5 • 1 8.249 PL 79.00 PF 1. 9 19. 0 0,0 12.2 0.0 0.032 TL 21.66 PV 0. 3 . I Q 0•p 10.0 120 FTG 09. 4 2.635 PL 3 .58 PF 0.7 pipe: 47 72, 9 2. 635 PL 19'0 0.0 14.4 O,p L PE 0.0 Pipe: 34 1 246 7. 17 PF R. 1 Pipe: 66 0.020 TL 93, 46 PY Pipe: 79 0. 7 P -183. 9 3.260 PL 1.67 PF 0.7 -1661. 1 8.249 PL 70.00 PF Z1.0 11.5 10.2 36.7 4. 3 120 FTG ---- PE 0.0 '1 20.7 0.0 10.8 0.0 7. 1 120 FTG T PE 0. 7 w 19. 0 0.0 14.4 1.4 F1 20.7 0.0 10.8 0.0 6.4 120 FTG T PE 0.0 247 234 20.7 11.5 10. 1 36.6 0.034 TL 20.05 PV 0. 3 21 .0 11.5 10.1 36.5 0.016 TL 7. 17 Pv 0. 1 19,0 0.0 12.2 0.0 0.032 TL 21.83 PV 0.3 19.0 0.0 15.8 0.0 10.0 120 FTG ---- PE 0.0 Pipe: 35 72.8 2.635 Pi. 7.17 PF 0. 1 pipe: 48 36. 4 2. 635 PL 7. 17 PF 0.0 Pipe 67 • 12C FTG ---- PE 0.0 297 21.0 11,5 10.1 36.5 2. 1 120 FT ----_ 0.020 TL 70.00 PV 234 20.7 11.5 10. 1 36. 6 4.3 248 G PE 0. 0 31 P 20.8 0.0 10.8 0.0"187, 1 3.120 FTG 1.83 PF 0.7 Pipe: 80 0. ? T PE 0.8 W 19.0 0,0 -1661. 1 8.249 PL 28 .00 PF 0. 9 21.0 11. 5 10.0 36.4 0.004 TL 7. 17 PV Q,0 15.8 0.0 10.0 120 FTG 235 20.7 11. 5 10.0 36.4 0.016 TL 7.17 PV 0. 1 � 19.0 0.0 12.3 0.0 0.032 TL '11.99 PV 0.3 X 19.0 0.0 26.7 0,0 L PE 0.0 Pipe: 36 36.4 2.635 PL 7. 17 PF 0.0 ! Pipe: 49 235 20.7 11.5 10.0 36.4 2.1 120 FTG ---- PL 0.0 � 249 0.0 2.635 PL 7_17 PE 0.0 ! it Pipe• 68 -18x. 1 3.264 PL 2.00 PF 0.7 P 81 0.020 TL 12.46 pV 0.7 21.2 C.0 10.5 0.0 0.0 120 FTG Pipe: -1661, 1 8.249 PL 10.00 PF _50 21,2 11. 5 10.5 37.3 0.0 21.0 0.0 10. 9 0.0 7. 1 120 FTG T PE 0.9 � R4 19.0 0,0 16.7 0.0 10.0 0.2 236 20.7 11.5 10.0 36.4 0.004 TL 7 . 17 PV 0.0 0.000 TL 7. 17 PV 0 0 19.0 0.0 12.4 0.0 0.032 TL 22. 16 PV 0.3 9.0 0.0 21.2 0.0 0^ 120 FTG PE 4, 3 1 Pipe: 37 0.0 2.635 PL 7. 17 PF 0.0 Pipe: 50 -37. 3 2. 635 PL 7. 17 PF 0.0 Pipe: 69 .f 020 TL lO. Of PV 0. 7 237 • 20.8 0.0 10.5 0.0 0.0 120 FTG ---- PE 0.0 _'50 21 . 2 11.5 10.5 37.3 2.2 120 FTG ---- p -184. 5 3.260 PL 2. 17 PF 0.7 37.2 0.000 TL 7.17 PV 0.0 `Sl 21 .2 11.5 10.6 37.4 PE 0.0 it 21.2 0.0 10. 9 O. Q 7, 1 120 FTG T PE Q. 9 238 20.8 11.5 10.5 0.005 TL 7 , 17 pV - • i R4 Pipe: 82 -1661. 1 8,249 PL 1 0.0 ; 19.0 0.(, 12. 5 0.0 0.032 TL 22.33 PV 0. 3 UG1 g•0 0.0 21.2 0.0 10.0 8- JO PF 0.4 f Pipe: 38 -37.2 2.635 PL 7 . 17 PF 0.0 Pipe: 51 -74.7 2. 635 PL 3.58 Pi' 0. 3 Pi 7 1'0 0.0 25. 1 0,0 120 FTG B PE 3.5 23$ 20.8 11.5 10.5 37,2 2.2 120 FTG - PE 0.0 'S1 21.2 11.5 10.6 37. 4 4,4 120 FTG T PE j pe' 0 0.020 TL 21. 35 PV 0. 7 -186.0 8.249 PL Pi e: 8.00 PF 0.0 UG1 P 83 -1661. 1 10. 400 PL 40.00 PF 0,7 T1 21.2 0.0 10.9 0.0 0.0 19.0 0.0 12. 1 0.0 1. 1 120 FTG ---- PE 0.0 UG2 1'0 0.0 25. 1 0.0 6.3 239 20.8 11.5 10.5 37.3 0,005 TL 7. 17 PV 0.0 ; 0 017 TL 20.05 PV 0. 1 ` 3 19.0 0.0 12. 1 0.0 0.1000 TL 8.00 PV 0.0 0.0 H.S. 26.3 750.0 140 FTG TL PE 0.4 -74.5 2.635 PL 3.58 '•F 0.3 L1 Pipe: 52 ' Pipe: 39 109.8 2.635 PL 3.58 PF 0. 7 Pipe: 71 2 9 20.8 11.5 10.5 3?,3 4.4 120 FTG T PE 0.0 21.2 0.0 10.9 Q.0 6.5 120 FTG T p p -371.4 8.249 PL 8.00 PF 0.0 °' pipe: 84 0.005 TL 146.00 PV 0. 3 0.0 H.S. 3 2S2 E 0.0 9 19.0 0.0 12.1 0.0 2.2 120 FTG ---- PE 0.0 UG2 26.3 750.-2411.1 10'140 PL 170.00 PF' I. 7 G1 20.8 0.0 10.8 0.0 0.017 TL 20.05 1"V 0. 1 21.2 11. 5 10.2 36.8 0.034 TL 20.JS PV 0.3 - 19.0 0.0 12. 1 0.0 0. 001 TL 8.00 PV O.Q 4161 0,0 0.0 27,1 0.0 PE 0.0 nee SW gmnbur'p Rd. 0.010 TL 170.00 pV 0.6 25 aP2oo+-000u 93U Pw200�1 nt 641 IIT ! e1UP 241 Of 34 27 a U �ad. :r n Of 34 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page y SPRINKLER SYSTEM HYDRAULIC ANALYSISSPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 12/21/2000 C-.\HASS72\WAS02.SDF DATE: 12/21/2000 Page 10 JOB TITLE: LSTC_WA.S0.42 SHOWROOM JOB TITLE: LSTC_WA.S0 . i2 SHOWROOM C:\HASS72\WASQ2.SDF DATE: 12/21/2000 C: \HASS72\WASQ2.SDF POPE TAG Q!Gpm) DIA(SN) LENGTH PRESS. WATER SUPPLY CURVE END ELEV. KOZ. PT DISC. VEL( JOB TITLE: LSTC_WA.SQ. f2 SHOWROOM £P5) HW(C) (FT) SUM. 84+ NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I WATER SUPPLY ANALYSTS Pipe: 95 FIXED PRESSURE LOSS DEVICE 1 I BF2 0.0 0.0 32. 9 0.0 5.0 psi, 2411.1 qpm 77+ Static: 76.00 ,\ psi Resid: 70.00 psi Flow: 1008.0 9P BFl 0.0 0.0 27. 9 0. gpm -2411 . 1 10.400 PL 100.00 PF 1.8 ( \\ Pipe: 86 I \ BF2 0.0 0.0 32. 9 0.0 9. 1 140 PTG TG PE 0.0 ;0+ * <-70.0 psi 8 1008 Spm 120.0 CITY 0.0 SRCz 34 .8 (N!A) 0.010 TL 188.00 PV 0.6 I Flow Test Point I � NOTES: I (1) Calculations Were performed by the HASS 7 .2 computer program 63+ LEGEND under license no. 38030713 granted by I HRS Syntems, Inc. I 100.0 1 I � Available pressure 4792 LaVista Road Tucker, GA 30084 p 56+ 45.88 psi N 2411. 1 qpm R I G (2) The system has been calculated tc provide an average E I A 2 imbalance at each node of 0.001 gpm and a maximum S I U Required pressure imbalance at any node of 0.063 gpm. S 49+ � G 80.0 34.75 Pei 8 2411. 1 qpm U I E (3) Velocity pressures are printed for information only and are I� R I 0 not used in balancing the system. Maximum grater velonity f E i P in 10.0 ft/sec at pipe 80. I 42+ R P 3 60.0 (4) PIPE FITTINGS TABLE S I S I 35+ X U Pipe Table Name: ST'ANDARD.PIP ) I R PAGE: MATERIAL: S40 HWC: 120 I E 1 Diameter Equivalent Fitting Lengths .1n Feeti 28+ 40.0 (in) E T L C B G A D N I $I Ell Tee LngEll ChkVly BfyVly GatVly AlmC:hk DPVly NPTee 1 p 2 2.635 8.24 16.47 5.49 19.22 9. 61 1. 37 13.73 13.73 16.47 ! s 3.260 9.41 20. 16 6.72 21.50 13.43 1 . 34 17 . 47 13.44 20.16 21+ 1 8.249 20.02 38.92 14.46 50.04 13. 35 4.45 38.92 30.03 3P.92 I ( 20.0 PAGE: D MATERIAL: DIRON HNC: 140 I a�aszes.e�::s.n.:s .aan�:36333:a:�,. i Diameter Equivalent Fitting Lengths in Feet 14+ LEGEND (in) E T L C B G N 1 Ell Tose LngEll ChkVly BfyVly GatVly NPTee I 10,.4Q0 35.00 80.00 26.00 88.00 30.00 8.00 80.00 I X Required Water Supply " ! 34. 75 psi 8 2411. 1 gpm 7+ " 0.0 1 0 - Available Water Supply I 1 45. 88 psi Q 2411 . 1 qpm " 0++-+---+----+-----+---.---+___--~_-+----- , ---+---------+-----------+ -14.7 1 I I I 1 8001200 1600 2000 2400 2800 3200 3600 4000 801120C1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) FLOW (GPM) 1 i #3415 ser p Rd. 9UPI 2#of 2001 #3415 3w pr*W"Rd, .. #ase$w Pnbury Rd. 34 SUP2001-00042 sUfi2001-00042 31 of 34 30 of 34 .,. i _.. 11. ...�rr4.. -1.:.r�V.',157rJ..N-LJ{1Gu.L'Y"..,,tN?tS"/Rk1Cf'4pl�.i,.° YM r ., M .., H. .r' ♦. .- .,..N+"' u, p,�r 7 _. 's""Ak� RW111t4� 1fNi.�1�..H'7 nY'. .:;:'1<7'i .t0 'gym.- . :I3:'.:n. .. _ f i F to - 12 14 16 Ar +� 111111l,C11I� I IIIItII 1111111 1111111 11!1111 ililllllllll it illi II 11111 II 1111 !III"1 !III I I I II I rll lIII 11 11111111 II II 1111 I 11111 : .. , it i ill llljl l II aA • � ® � ' J t N �rr �IrTtilrrralrnrrlrrrtrf�r��rrul �rndr7Fr�rnrl rTi t r i S +t t •MdRol rtrrlrTi�rrudr��rrrrin'i�r�i��n rhTfilrruhrilrurlr�luuluu .. _;a,:, ,t r rr h r rurlr nrrlr u a•1l:.^R.xY..Oa•�ina-ao..se .n�nurw�.c..wr►^+ ..,•.•�e��r:sr.r 1u71,w•+�.,ri�..ew,r��ly�uinrwr .rry�er.�r,i+rr•A'.C,.,::•r',:::. 1011111111� •- .,u. ...'.+it,,.,,....r ,iWwAM 4413.'- "iM•^rte,. 4- .y, _..y. r.,� •Nn,4^fF.. 3N,. .aea;:..u» w.xs,N••4.r vr;d,.w+.- ,+tp.,^Cr. ...y�w'..r w, «.. .,.w,�:NSM- ..,r,,.. ..wrawwr.' •.T.iMM�+_:M Mw..M�WTF�4/►'.,.Wil.",•�1+s A+.NI�R'3MFEc'Na7RAr";.."FAi^'.�',l••Mal�"./J�NP4Jf +5@S�MUIIY/f.A':"'M.'I:M'R'1y�, !f I.I a S, sqQ .i s y lol ................................ :( �. .......... .h ..../..... w "^N+o)� I ..........................................................'1O1�.. �+►auddv CIUVOU AO A113 4.101. MOUK/aLA1►K M10. ar ADMI106114 w OL1e1 aolnawlrlerAelor •--� I .w1�c�arwLwr -- 0FWMAwar�o a�AM WFA r ON 0 or CNMAocey..l�twlarW01111,rww < DUSTING 12"' ® N L ru�w�roM►rnw►► ill Q ,. �W �� O ti I.- e / 1 1 SW GREENBERG ROAD � W0 e �w1e>trweirl:l.. -� 2 Q CD , ,,AMI. c V_ ; KN r 1 q 1 0 Z PIK LL 1 BILI @Larrrw V_ e rR somms-_-_ ar cr) j 1 im aeelol�AL+.t O�fALLA1>nt •• • • • i • - �. •d I i s 1 I VAULT W Er AMES '`' &'°" ---- "2000S BFPA Maw. 1�'� • 41 1 40 �ALM) iLo jfj ■-_ s oft FIRE DEPT. CONN. ~"leamo "'ata am ,,. _ SEE DETAIL THIS PACE) I rW '""" "•' cRif—,m mme— re s • �a r p011M11► W EL � I • M„ HYDRA T EJAIL 4 NEW FIRE HYD ---•-- NEW FIRE HYDRANT cc f" z ITAM rum Y 1IL••� eaw i • z e p7" e m tI n N RGR UND PIPE TO �.1'a— • D • . ;,•�_ . . � . NOTE. ALLUDE 0 e -,---- �►•.. .. .:,�: �., •...:....ll ,..� '" . . . BE CLASS 50 DUCTILE IRON. MI 2b so 70 cl) • r y. \ljQ TO FIRE --- LL W Ll q,4» O DEPT. CONN. 4 10 CD NEW FIRE HYDRANTID e *. ' F' SUPPLY FROM r.�. e : : Q CITY C� •' I RISER ROOM � M 7777 \ \ %ED �h�, ` ee Q• yr SCALE N s 20 0 10 20 40 p fly .�. t FEET ) 1 INCH 20 FT FP 1 ossa aw 9mrlbur9 Rd. dUP2001.0W2 32 of 34 .� SCHWAB TIRE CENTERS LS Construction Co. _ LES /( �"? �lw1l1E1PtN0.1tX/aaprrNfaiAlbN +dFSN +.�rlAl+ �Mra*�avt^j. �Tc�++ .t ..,. c a t ;•'N6tl1At�i rnr I �11�4 rY '41+r.y '�' \ ma�y�y,,,,,,,, ,. ,.°�°�" 1. •t� ' F 7 4r rs a 2 to i 2 ►4 i 6 r � �• I fli > •. II Icf�1�f flIlIII I ! I ''I IIII 1.1.11111111!•1 x �;a�:,;. III II Ilall II,I� Illi L,{ ( !I Dill 1441444 Ililll►ll:lr'I � ' t. � � 1111 li 1111111 1444411 11444 I i III II I IIIIIiIlII Illil 1111111 IIIIIIIIIilllll 1111111 1111111 1111111 II • Ll A .. � : . T II ,1111 Illilllli IIII II II I I I i II fiu��+, a int �nh ieun o �mlun nnI i�nd�G1Iuiil�� iluTl�nuliTTif►ml ►nil�Tf IfunlhTl� I +n i �I�ili illi uuli � i;IliliRifuui�uinnlilif uili i i i �u►�I ! m' ull� � i ai i �ui h ufiuil'�I�uuliffi�in Is�ulr � n 11� � uihin �Ii � • •VSA � ... • . T � �Y�� A • .a,fr�...yy .ws4'-w vM!`niT^ . � r ._. ...-.. _ ...., ... '�F>�••-• ,'.. r• .... ., '+ •• - .. t•.�M••!.• 'tia .�'.+[�:Y�•�""n nT•.RlH" .2 a E •.��'!�� Y"y1.'•��t:'... .w-_ ♦-.�A1.�=Y•'IP tt'gM.'I'U.�.tlT�R•/'N�'!!'+� ... MIMI vvm V•.•�•WV'Iei'MIA.M•1A..•A.q•�- JII"!TM'M•gCPw w\` 1Y♦lgY�♦..�T�•I•.^.p,^.�[..•.\iR1c..�. n•'V.. �:,. .i�w•••v+�7res- w o.-.:-.,-••.r. .. .+�.._.�__--_-_-. _�wr-..�Ai.w^•-w•raa,.i•.r.vvw.�.vr.:.r.,.�n rt..,y..:.., ,.y,•:.••ser�•rd►'r -Willow � � .•kr. , ' ., �� � ' ^".y • .. ... -♦"•l+ w - I tli ,W..r •i•�+�•M'*•.a••...•uy.Rbyyy,v.....•t.y�� .,,y... - . , yWh!,n-V7IIfA a{iwM1FYMMIR�1w•0^,. .r-.wKe:.,a...•.,W.,v.rY.,. r.,. 1 f 1 2 3 4 5 #4 6 7 8 I 208'_x` • �awraomDow Www-, 22'-8` 29'-4` 29'-4` 28 -�l r - 37 -4 24'-0` with NFPA 2310 998 ad.) 'Staroge ol RuWw Tir d 36'-0 a* the Q704 1. a (low etatinne ware per IFC (1997 ad.),tabla 81-A,high inewd CwMilift, 1-2500 oq.fL itoroga or , rwpAiic ao wible,Opfion 1 Rafenrloa t" 4-1.2(a), plb q 5, aiarap MAwr t ZU 20'high tamp O n.Yed option. Design Criteria for Service and Alignment gays — '°'- •- Design complies with NFPA-13 (1996 eo.) "Installation of Sprinkler REMOTE AREA 1 O Systems" for an ordinary hazard groupII occupancy. •25/2001) d Y ry INSP. TEST �'� n A oo — - a r +18 TT .�. 1 _� 2J 21 _ 2J // I� 2� 2� - V °� Q 1 2 11 -1 1 7 7 2 5- 7 7—� 7 -5 ti ¢ 11 2 2 1 T-G L2/ 7 Ll/21-0 11* 1.1/21 ® I L2 51 1 V 4: -t H Z t 11 —.p.._ J —-{� G-c/1w r,-c/1w I a I G_/4 c-G/TW o 8 O _ cn c') < 3-a 6-4 1 t 1 ® ' ® ' ® ' , -1410, ' ' ® 01 s�' I f 21 vi `t -r W = b 1 I �•- 21 � J1 , 21 21 1 t I 1-2 '�. 4 ' 24 �� 21 �� � D tND W y 4 1`.. 1 r Qr �X _ - -12 0-8 2-11 -1 7-7 7 5- 1 7-11 , 7-2 5 I 0) V L1/21-0 81 B ® 0/2t L2 )_, , 7 c-c/Tw ? REMOTE AREA #3 ac o`� 0 • 1 1 1 ` 1 1 I 1 1 1 1 I ( I I N I 1 CL LL 21 C1 �1 2� .60/2500 SQ•F'T- 1 1 11 11 1, t1 _t ,t t-2 O° 9 1 1 4-0 1 1 21 21 - 21 21 21 _ 21 21_ o-a _ C0 n 1 1 3-8 6-4 1 1 1 1 1 1 1 1 , I 1 " ' 1 �_ - - 1 1 ! 1 1 � ; ® I ® 1 ® K I Q.� I ® , ® , � 0--8 2-t 1L2 J L112�0 `�� 1 1 ,� , � 1 t �j L1%2i� `E9 7-2 t ��51 SERVICE BAP + rot 1 r t r G-G G-/l./1MI ' � I / C-G � G-G/TYI - - - ' Im 2 D1 ' 21 ! 1 1 1 1 I 1 I I _ D 1 1 1 I 1 1 I 1 1 I + 1 I I 21 X21 1 1_�— , 1 2 _21 I OL9 21 -a -- �Si �S► 0-11 2-11 -1 7-7 1 5-11 7-t1 7-2 5 11 11 11 11 1 l�3 7 L 1 � LG-G -- --$— Com---- 1 j4tt�0 1 1 3-8 ; 6-4 t t t I 1 1 1 1 1 4-0 1 6-0 1 1 I I `� _ �'% l! L 1 I 4 1 � I f I 21 p_e'21 1 I q� 24 � I 4 - ----- ( I 24 2 1-2 2 21 21 9 2J_�g 8 0-8 2-11 6-1 7-7 7 1 5--11} 7-11 I 7-2 I b-5 I , I 11 � I t I I L2/3-17 0/21 ;' I 1.1/21-0 ® t 1 t 1 _ 1J tJ 2-6} Ap 11 1J _ 1 1 1 3J c-G�'"' G-G/lw c-G c-c/1w CD _ ---'—_ —' I 1 1 , 10-0 10-0 M �7-51 0. 10-0 10-0 4-1110-4 1 4-10 , 21 � 101-0 1 3-8 6-4 101-0 I 1 ! 1 1 1 1 1 I N1 Q I cv I I _ } I I 21 2 1 } 21 I ®i-2 F 2�XX All— 21 I 2 01-9 21 0-8 110 OB 11 1 , 0-8 2-.11 -1 7-7 7V 5-1114 7-11 7-2 6--5 ,� ( - +' ^� -'12 I L2/3-17 0/21 L1/21- 1.2/7-1 ® - -12' r I I 1 1 - 1 1J tJ 2-�1 11 � 1J 1 ! 1 11 G-C "Aw , G-G G-G/TW 11 1} t ' 10-0 10-o N 7-51 10-0 10-3 1 e-4 10-4 I 4-10 I I 21 ��HOWR00�9' '� ic Mt 1-2 9 8 II 1 i. 3-80 A 111 21 6-4 1 U f- I .�, 21 21 } 21 I 21 21 ( 21 21Ank 0 j co 1 - ' - r• - ,ARE ' 0-8 �2-11 -1 7ICY -7 7�2p� 5-11} �11 7XY -2 6-5 @4 i 1 II , , I�� _ , I 1 2 I I �' � .S ' !TUBAGE , L2/ 7 0/21.4 '�/ ' 0/21 0/G-c/1w �1 c-G G-l;/Tw WAREHOU 1J 11 11 1J 3.-9 2 11 11 11 1J , 4 I -- ___-- r I I 7-6 7-6 7-6 7-6 3-9 78 7-6 7-6 1' I 7 8 3-31 2 / r 9 t 1J 11 % 1 1 1 0 1 30 '�7 I Oe ® 1 � I® ® 1 ' � I 1 I 1 I � �c I 21 + + f 1 ' - t - '. 7_s T ' - ' 21 21 21 �}I 1-2 21 2� I g 2� _8 Lid I2310 1998 ed -12' N _ 1 - 7 5-•111 7-11 7-2 5 I Q N -12' - N � - per - no eartrn�dity, L2/ L1/2 ® Hl H L./21 I 1 L1 _ 1 _ }_ _ I G-C c-c I I G-C/rw / G-G/TW J l $� $ . 'FP-3' FOR I I I I 1 -1 ' 1 I I I 2 I I I 1CL RISER DETN L .o l ® 1 J 11 t1 11 W 2 Raiararlce tool. 4- 2(a), piing rewd 5. rr►oMa► 12"to 20• 90 n,2nd 1� L2/3-7 72J 21 � , �� // /21 7-6 7-6 7-6 P rs t1 11 M 1 1 +1 7 8 03-33 21 G-2� u/2 I ® 1-2 21 21 21 9 21 0-6 1 10-0 3-e 1�J 8-0 � ,� , _ —`� _ � � -1 ! '�S -6 18 - O-fJ 2-11 , , 7- r,5-1t� Lt/21 7-2 �I 751 j _1.` �J C .74 :ZZ-777 777 ® -- —� ,_ . 1 1 1 1 • ,�, 1 1 I 1 ,� �j, 8 X 21 18 X 21-0 , Qn 5-1 � 1 21 +1 .2' G1iE/Tw + � 1 I '• 21 �Z 21 ' 21 2� '•:_: ' 21 21 21 '�' 21 I _ � � a: 9-0 S 0 4-6 1 9-0 8 0 9-0 - 9 -6 9-0 1 o- s-0 4-0 8-0 8-0 a-0 4-t 11 e-0 a-0 j '� I I I +} of/20-8 N /20-9 M1/21-0 w2�i-7 C� Q t 1 ¢ p`I-6 t 1 (I t r 4-6 1 r- 1 t "Aw I ^ G--Gflw I i "/Iw r G-8/iw I I G-G/YW O 1 , 110 ( 1 II I 1 qdM •b I I I 4 I • -12' ebb •o . ab Z," 2 P I I ( III I I I I I I 2 2 1 1 t CL t tt a1 11 1J t t y 1J 11 �' 1J 1 21 2 21 7 21 21 �1 2} 21 2,1 } 1 21 21 II ® i r 9-0 , 9-0 , 4-6 4-6 , 9-0 , 9-0 - I I ti,-o `$—' 4-8 4--6 9-0 , 9-0 —';� , a-o a 4-0 4-Q 8-0� 8-0 — , e-0 -1 ,3- 11 84 1 e-o s 11 Pt/ -8 01/24-8 , N 20-9 M1221- G22/� CD I I I - II I IN � I I G� � I �� I I � � I I I 1 I 11�• 1 I 1�, 1 r12' I I I I I 1 I I 1113 21 �t1 ` 1J 1 t tJ , _ 11 �� tJ , 1 121 21 21 z 21 21 21 21 21 2} 21 ' 21 21 0811 W II J J _ II 9-0 9-0 4-6 4-6 9-0 9--0 I I 9 4-6 ��9-O 9-0 8-0'�--- 4-0 8-O 8-0 8-0 -�� r 4-1 11 M 8-0 8-0 6-11 II P1/ -8 i 01/20-8 1 1 N 20-9 i MI/21-0 1 Y2/7 II FUTURE WAREHOUSE L-12' FUTURE 'WAREHOUSE 'J •3 1 21 I I I I I I I I 1 , 0-8 t tJ tJ **IJ tJ 1 I II 1J 1J _ - >!� 4 „ t 21 2 21 21 2J 21 21 21 XX 2 21 �T-9-0 I �!9--0 1 4-6 4AI -6 9-0 I 9--0 - I I 9r-0 4-8 4-6 9-0 I 9•-0 1 8 0 -1� 0 8.0 8-0 I 6-Q 18-0 4-1 111 8-0�-8-0 Pa/ 8 Ot/20-8 i N 20-9 MI/21_0 Mt22/7-7 `I' G-G 4 G--G f 1w /TW �_' G-G/TW G-G/TW 1 I I N I I I N I E ? ? IN I ! N 11 . I 1 m 11!x I I . I CJ F TURE TENANT 1 21 ' � 7 M L. i2 1 I 'I •� r 1 � I ��, •� I 1 ., 0-8 � 1 IJ 11 11 1J 1 11 tJ 1J 1 21 �2}_ 2t, 21 21 2ACh —21 ZI 21 _2 21 2_ �a -- pi � 9=0 ��' a-« 4=6 9-0 9-0 - II 9 4-6 9-0 9-0 6-0 Nur 8-4 9-0 9 8-0 8-0 4-1 It 9-0 8-0 6-11 / //� i 1 i G,-G/Iw / Pt a O1 20-8 N /20-9 MI/21-0 M2/7-7 1 FUTu E wal �G G-c/tw I G-c/►w � .�� N �• I I �� �� I �• I I �� n� I 2 � � T�,� � t � I � .o 1 1 Av s �o G )141 I 1{ 1 11 11 1 J 1 t 1 1 I I G 1� 1 11 1 J I 1 I 1 21 2} ?I 2� 2J 21 r 21ACh I ZI _ I I �L•,j I T 9-0 -F3--�- .04-6 9-0 9-0 11 �� 9-0 4-6 9-0 �- 8-0 4-0 8-0 b-0 a-4 8-O 4-1 11 8-0 8-0 11 21 G L II ALCHAM P �i 01/20-8 1 N 2 Mt/2t-0 0-8 sZ a 77777777.7 IZZI25-10 Y;C _ 18-1�' 18-2 % t 1.O R�" I/r�11r (�M f elM —v m 1 N w .Vi' KVet e1Z.T — 1r < REVISIONS SPRINKLER SYMBOL DESCRIPIIQN �>vr�rr.u.aew,� �TWAT NOTE: SEE SHT FP-3 FOR QE TAILS N ' TiWM �R,»�e>. r, wow � � AND GENERAL NOTES ; W a►wws tnw K'AOW SYMBOL SIZE MODE MAKE FMMISH STYLE TEMP K•-., , OR TWAL E.D. BRACING TYPE #2 �, ll�IllDl�ICdf Ire A 3 4 nu Trow w. Q 17/32 M VIKING BRASS SSU 286 8.0 183 --- I r for theLesSchwabe drawing (located at Washington�Squarekin ,,�nJ, Or. ian concept AT RISERS 0 5/8 M-EIA VIKING BRASS PRWT 286 11.5 192 .�,..wr.s R w ---- Final arrogement, including sprinkler locations, pipe routing, component selections, etc., _ shall be determined by the installing contractor In accordance with the appropriate rx% 4A E.g C1N�ECTI>wl IN STEEL (TYPE •1) ►�:�v NEPA standards, as adopted, and the local authority having jurisdiction. Given that the structural design is predicated on the size and location of the main piping as _ 4 _ represented herein, deviation from this drawing, beyond those minor adjustments required 101YF1TUDIHM EAkriroUw l iRALr pp� � APPROVING AGENCIES ►+�r�ce.�� -- - -" for tem installation and coordination with other trades, shall have prior a ovo) from FP- 2 the owner or their repres„ntative. HANGER N0. 1C TOP BEAM CLAMP — —” 93e6 SW gnenburq Rd. BUP2001-0004 TOTAL SPII�Nam SFM M TEN$ SFW � n ss of 34 snowsT�� I� .� -� ---ALBS SCHWAB TIRE CENTERS LS Construction Co. ;. 11 wvm- -.. .� '... •, q.,yt ..MKS},.P1At:�•IJ• '4vv*.sx/ '». '. ,. .. „. . -.,... .. ! .. - v?N ��i lgyp... n i•�,Y:h.xNJ •?.4{r•i. .n.MNI '.Wrr.• •.. Nil 3AY4 °Rp,•Y •^ .. - .•lfrq{o.. .•I« ..., F•GI 1�.:.::.�.« tr e+++/'7"0< '1F('p1• 4,,.. J: y .� �- ��k� '•. ' 81iy,7ujwti•:.. 'ablrl. '++#Viet 1F .( ,• .•. '';E ' ..; ` r �A''�'i.LY�"�Ara, „• .�. . - R�/Yrw 4 g 10 12 14 1111111111 1111111 11!1111 11111l. Illllll U�1111�11111J1 1' In 11111111° . 1u111r1 t �. I nttl ,1i itniiTfliudt rt ttnl r trrth��urtln ,}ui1�unlriT+Otntlr�rnlh7f,�trlf��lrrrltl�rllllfrir+lltllttlJitlt 4 * 1 i f.:Y.. uul+ url� t �1rinhlfiln11i1ImIIIAA1111111111'!0i1111111 11111IS11IIi81llrub w�111rIr �n.tlTf1�1n11t6'�lnrltrrilt�lt11 ?I�e11111 ,1111121ludi� #L^,�, a..rr• a.. - . ..,.- _. .V w. I � M \ ^.rw4.r>eeTr•'.!• oanxfe :. v'#.►"`a`'W!'�++uw:. ^M.;.wes..ee-.e^n+-•'w+.wee`nr..::_..gryn„ wr,-....q,y ...... ..w...- w.ar.c 7w.`a •f�'y�, 1 ' ;t` ..a_ wwsrar.anerM+rtursua.w-.-. ., .....e.i.e...nez.. .+a+.l!'odC11l�"AM'r+ef9Mrv"M•.drrm.+ .. yC-min. ✓IMwL* .w•W.l6+u•Alr::tw."'• -.- rw_..: .t'..'M2 .+0. e 1 M+S y,. ..n.. ... ► .. /!7"V• .. y ° +6I"WI.ay�., gob .,.. x r ...•,p - . .4ir+1l�f�Y�Vi•w14.... , .... ^Jk... 'N'.'•+h�YFJI•..NM 'W..•nykgnMjrn. .sir .w..r,... •. s .. .w. -...w.. ., .. .-.-...- r, _. x . �r j', ride'•- �,. =.r ;t RACK UPRIGHT PS200 x 10' 7 3 < 4 5 6 -, ATTACH POWER-STRUT TO PSI 1G0 PIPE CLAMP_,., RACK UPRICIIT WITH (2) ��_g• 28'-4' 29'-•4' 29'-4• 37'-4' � OF Pi°E 3/8' x 2 1/2' BOLTS � --- - ff 2 _ 1(r AFF WITH NUTS AND WASHERS 11 REMOTE AREA #3 WELD TAB TO BOTTOM SEE SHT. FP-2 FOR OF POWER--STRUT OVERHEAD CALCULATIONS O 9 o 2 2 2Adk 47,777.7-77,77 IF777 =7777777 2 2 C1 74 2 2Alk aAft 2 Ank 2 � 2 AOL 2 2 2 �♦ rn 6-10 'or 6-10 6-10 6-10 2�-1 d-3 5-10 6-10 1-10 6-10 2-4 d-1 7-4 7--4 7-4 � 04 Alf, PS200 POWER-STRUT 2 --------TT---- ( sEF a1wTr FOR lnt)00 •v g b W 1' . • : 0 BRACKET w (2 16J15' _BRACKET w/ 2 tlllR, Z i a BOLTS t -�� /'' BAITS ! O _ d C!, 1. a F— .� —� --s—L �' a -PIPE AT 7'-1t AFF � !L IIA0k Alk AM mr 6-2 9-3 t� t c l� ®, •. x --- + Ti ,WARLHOUSE RACX71 d Aft !__.__ y0010Cot f it 7W i 79777777777 j 4X21-0 4 � 4X 4X21-0 4XX 4�XX2211- 4X21-0 4X21-0 4X 11-9 t7lff IM► «�E/Iw ct>E,/1w GBE GBE/Iw WM' THIS AWA PIWIM1ED BY sPRI+ 95 AT HOOF' - SEE SHr'FP-2' RACK PIPING I� Mor�;h a: zz D C • A (L (L W i z ` � U 1 1 1 I I •.•71�� 1 1 1 1 =1110 KLL ( ) U O I ! t I (VRN » � P ,< � F 1 1 1 I 0 cr t-- I { I I C GR004ED QUW + � RAW z N 1000 OLZ �a L� �.r w.y 2 d GRMMt L DRY PIPE VALVE � � r^ 45-7 _•_ L Will WM � Cf) (PIPE TO MONO FIRE DEPT. COIN. Er 4 4 � ti/r W rum � a 1p� .o `"1`T WTMPERMY VALVE w/ ' _ �'`�-f�tX CAUPtxVG air eerwa�s10 IJGI � .o ' JI r 4'-1' 5'--0' C RISER DETAIL < � a BUILDING SECTION z 10. 0 GER i r�jF4 1� 1 C) ALL. DRY SYSTEM PIPING TO BE GALVANIZED U� �g � AL CIV ALI. GROOVED COUPLINGS ARE TO BE OF THE RIGID TYPE , UNLESS NOTED ,AS FLEX Q E REVISIONS SPRINKLER SYMBOL DESCRIPTIONoIf �, �•`�� SYMBOL :SSE NOBEL. MAKE I FTtt1S11 Snu TEMP K•-FACTOR TOTAL NOTE: DRY SYSTEM PIPING TO BE PITCHED TO DRAIN AS FOLLOWS: InT�E MAINS- 1/47 PER 10 MINIMUM The intent of this druv,ag is to illustrate an automatic sprinkler system design concept 0 1/2 Y VIKING BRASS ;Su 155 5.5 1 LINES- 1/2" PER 10' MINIMUM for the Les Schwab Tire Store located at Washington Square in Tigard, Or. � c� 1/2 M YKINr, BRASS — 155 5.5 �1 Final orropment, including sprinkler locations, pipe routing, component selections, etc., _ #4 be deterrnined by the instilling contractor m accordance with the appropriate Line Piping — Schedule 40 Standard wall NFPA stondords, as adopted, and the local authority having jurisdiction. Given that the (e) 1/2 M VIKING CHROME REC 155 5.5 11 x-Main Piping - Schedule 10 Thlnwall structural dv;-., is predicated on the size and location of the main pi 'ng as Bulk Main Piping - Schedule IO Thlnwall heroin, deviation from this draw beyond those minor adjustments required Cel 1/2 Y VIKING 64ASS SSU 155 5.5 11 Riser Piping - Schedule 1Q Thlnwall represented �' for system installation and coordination with other trades, shall have prior approval from APPROVING AGENCIES w _ the owner or their representative. FP�3 i I � 1>�S M& � "�M SHEEP 73 of °� ._ ES SCHWAB TIRECENTERS LS Construction Co. 4 � p� Aea`. jr :'.a nl Uwrs. .,.. -..�9 9,"/ `f�_. a'. °' i. •'- _,... r,.-.�.:tiMr:++M'+,...,.yp„•!ti • ' ,' � .r>•—..,...., -.u::. .lu�" �Y�IM� ., „".,_ .. �F�i .M'�'• {iwyc.. � -'rv�: ... rte, +. Pte .1Na�Yyttl ,'F.7P(. Yue}rd.R'N;,i.,7.+11 2 / 1 Q !2 14 16 i�. {{{{11{ 111111111x111! 11111[ l•Illlll lull 111111111 `1111 11111!1 1111H1 IIII�l1 1111TH 111111111111,1 IIIIIII 111111 IIII III I ` ' ',;. • I IIII IIIIIII 11,1 1 1.11 IIIIIII . I � , • - , , ., +, .� �'�����` I 1 I I I I I I I I?. 1!11111 IIIIIII 1111111 IIIIIII IIIIIII IIIIIII I I :, 2{ � 11 � !1l,I►!P� fhti ill( tl llllll� tIIIIUIt 111111 I T1111121111, ill! I rlIIIM ILII I wll�Illntl i tnl�li I Ilul�'nlfh1F111nIIg11�tI1fTIFI)ilF�tl1111) �1 f ..��t,���R11Yi1Jllt{kINU1I 111II��f111A{�I�dlTfllui�!IQlllul!I�I�Ii1InIdt111�Wd1(IlfllllIII(Iltul,lllillllth�llnl(lllluah111IliIIhI1111tnhIllH�lillu�r�I��Inlhllllnlli�111t111� w � JfY,. .°r. ... S .y;. aw..�.F:'+xO MR'+e _ .. . ., « ..,-�.._°• _ , � r � }s / ...� � + _ • � j 1{a + • w.nu a as �y �,,� '^7T M .«s _ ---•. , µ . .. dYIY*�sti-�^'^� .,,� ...._,:.-.. ; ' ,. • � a's.<rwv+w nswatrge�r+�►•wwr,. MP R''Y;. '�' 9`•' •• �•. ,..!�.'•'1'� K A1M1M^ -.Y1i{iMS, ..l na•I�.Yl •3!�'.+LR?.^•. .dMY�►�Ri "A'