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HomeMy WebLinkAboutPP - 16600 WEST VALLEY HWY - TUKWILA II BUILDING - PERMITS AND PLANS16600 WEST VALLEY HWY ASSOCIATED PERMITS OS -F-201 95-5-169 OS -5-195 86-5-074 Dr. Buttar Dental, Buttar and Cantor Law Office MS-521OUD Battery Calculation Since the current draws listed here can be edited, the user is fully responsible for verifying these calculations. Entries only to be made in the Yellow cell locations Page 1 Regulated Load in Standby Device Type Number of Devices Current (Amps) Total Current (Amps) Main Circuit Board 1 X 0.138 = 0.138 LED-10IM (maximum one) 1 X 0.017 = 0.017 LED -10 1 X 0.023 = 0.023 CAC -10F (maximum one) X 0.004 = 0 NAC -REM 0 X 0.002 = 0 4 -Wire Smoke Detectors X = 0 Power Supervison Relays X 0.025 = 0 Programmable Relays X = 0 2 -Wire Smoke Detectors 1 X 0.001 = 0.001 Additional Current drawn from TB2 X = 0 (standby) SUM COLUMN FOR STANDBY LOAD 0.179 = AMPS Dr. Buttar Dental, Buttar and Cantor Law Office MS-5210UD Battery Calculation Since the current draws listed here can be edited, the user is fully responsible for verifying these calculations. Entries only to be made inthe Yellow cell locations Regulated Load in ALARM Page 2 Device Type Number of Devices Current (Amps) Total Current (Amps) Main Circuit Board 1 X 0.245 = 0.245 LED-10IM (maximum One) 1 X 0.017 = 0.017 LED -10 1 X 0.04 = 0.04 CAC -10F (maximum one) 0 X 0.02 = 0 4 -Wire Smoke Detectors 0 X = 0 Power Supervision Relays 0 X 0.025 = 0 Programmable Relays 0 X = 0 2 -Wire Smoke Detectors 0 X 0.001 = 0 Notification Appliances 14 X 0.122 = 1.708 Notification Appliances 9 X 0.15 = 1.35 Notification Appliances 0 X 0.075 = 0 Additional Current drawn from TB2 X = 0 (alarm current) SUM COLUMN FOR LOAD IN ALARM 3.36 = AMPS Dr. Buttar Dental, Buttar and Cantor Law Office MS -5210 Battery Calculation Since the current draws listed here can be edited, the user is fully responsible for verifying these calculations. Entries only to be made in the Yellow cell locations: Calculation in Total Sheet Use the total standby and alarm Toad currents calculated in tables A -2A and A -2B for the following battery calculations Page 3 Standby Load Current (Amps) 0.179 X Required Standby Time in Hours (24 or 60 Hrs.) 24 = 4.296 Alarm Load Current (Amps) 3.36 X Required Alarm Time in Hours (5 minutes = 0.084) 0.084 = 0.28224 Add Standby and Alarm Load for Required Ampere Hour Battery 4.57824 Multiply by the Derating Factor of 1.2 Total Ampere Hours Required = 5.493888 TRIANGLE: COMPUTE R F=IRE F=IRE LU '1 i-icry PROTECTION SPRINKLER PC( — s --07' INC. SYS_ P.O. BOX 264 WOODINVILLE WA. 98072 COMPUTERIZED HYDRAULIC CALCULATIONS COVER SHEET FOR: TUKWILA TWO BUILDING " 8 " ADDRESS: WEST VALLEY RD. TUKWILA WA. CONTRACTOR: CONSTRUCTION ASSOCIATES INC. DATE: 4-86 JOB #: 86-971 CONSTRUCTION: COMBUSTIBLE OCCUPANCY: WAREHOUSE D E S I G N CRITERIA THE STANDARD USED IS SPECIFIC RULING MADE BY W.S. & R. 8. WET SYSTEM 96 SQ. FT. PER SPRINKLER 17/32 in. ORIFICE SPKLR'S. K—FACTOR 8 TEMP. RATING 286 DEG. F THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .28 gpm/sq ft FOR A DESIGN AREA OF 5000 SQ. FT. OF FLOOR AREA WHEN FLOWING 1675.83 gpm AT A PRESSURE OF 37.74 psi AT THE BASE OF THE RISER INSIDE HOSE 150 gpm OUTSIDE HOSE 0 gpm RACK SPKLR'S 0 gpm WATER SUPPLY DATA WATER FLOW TEST DATE OF TEST TIME OF TEST STATIC (psi) 40 RESIDUAL (psi) 40 FLOW (gpm) 2250 ELEV. OF RESIDUAL TEST GAGE LOCATION OF FLOW TEST 10" MAIN WEST VALLEY RD. TEST CONDUCTED BY TEST DATA FURNISHED BY W.S. & R.B. GENERAL REMARKS: 40 P.S.I. AT THE BASE OF RISER PER W.S. & R.B. CONTRACT NO. ----------------- - - - GRAPH SHEET FOR HYDRAULIC CALCULATIONS a 43 Nene-Address of Property .i O • • I System No. Sheet___ m0 • cY '0 W Q N Ct Z W 0 l V ' k -P,,, 0.M a. b0 1k 1\* ? a\-: :..; .:i: ,• tr- tI i CS# :t • is iii'tr.. ....z. • ., •..I..• .... , ..4-...,. .*-•. ,..-.t..._j._.-.-. 1 �.. .,.. .......... 0 •f • •! ..4-, • : -+ 1-tt fl 'I •oo 0� — V \ 4I M e�1 ts� - 71uncc7uri .0 0 (*) r 0 O M PAGE (A) TR I ANIGLE F I FtE P'IFt ECT I DM I NIC TUKWILA TWO BUILDING " B " 86-971 4-86 FR TO FLOW F'IF'E EOV. H -W DIA. FRIC. ELEV. START END DIFF. (gpm) (ft) (ft) 'C' (in) (psi/ft) (psi) (psi) (psi) (psi) 200 201 26.88 1.00 5.00 120 1.049 0.22 0.43 11.29 13.07 1.78 k== _ 41-_75, FZ ink G la TUKWILA TWO BUILDING "B" 86-971 4-86 PAGE 2 70 7.43 14.74 29.37 15.62 71 7.43 14.91 30.35 16.68 72 7.43 15.08 29.76 16.04 73 7.43 15.24 29.43 15.69 74 7.43 15.41 29.28 15.53 75 7.43 14.47 27.93 14.13 76 7.43' 14.58 29.03 15.26 77 7.43 14.74 29.78 16.06 78 7.43 14.91 30.77 17.15 79 7.43 15.08 30.17 16.49 80 7.43 15.24 29.86 16.14 81 7.43 15.41 29.72 15.99 85 7.43 14.91 33.20 19,-96 86 7.43 15.08 32.55 19.19 87 7.43 15.24 32.21 18.79 88 7.43 15.41 32.08 18.64 THE SPRINKLER FLOW = 1738.44 gpm THE OUTSIDE HOSESTREAM FLOW AT SUPPLY = 150 gpm THE INSIDE HOSE / RACK SPKLR'S. / YARD HYDT. FLOW =.0 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS = .29 gpm/sq. ft. *** WATER SUPPLY CHARACTERISTICS *** LOCATION AT REF. PT. 1 STATIC PRESSURE =' 40 psi RESIDUAL PRESSURE = 40 psi AT 2250 gpm THE TOTAL SYSTEM DEMAND = 1888.44 gpm AVAILABLE PRESSURE = 40 psi AT 1888.43 gpm REQUIRED PRESSURE = 40 psi AT 1888.43 gpm >>>>>>>>PRESSURE REMAINING = 0 psi {<<<<<“ TF Z X ONNi3LE 1 1 FcE TUKWILA TWO BUILDING "B" 86-971 4-86 =- P'FtlEYTEICTIONI PAGE 3 HYDRAULIC ANALYSIS WITH REQUIRED FLOW AT REMOTE SPRINKLER THE FOLLOWING SPRINKLERS ARE OPERATING IN: TEST AREA 1 ( ) TEST AREA 2 ( ) TEST AREA 3 ( ) REMOTE AREA REF. F'T. ELEV. FLOW PRESSURE ft qpm psi 26 7.43 14.64 25.69 11.95 27 7.43 14.75 26.74 12.95 28 7.43 14.91 27.45 13.64 29 7.43 15.08 28.35 14.56 30 7.43 15.25 27.76 13.96 31 7.43 15.41 27.43 13.63 32; 7.43 15.58 27.29 13.49 33 7.43 14.64 25.71 11.97 74 7.43 14.75 26.75 12.96 3.5 7.43 14.91 27.45 13.65 36 7.43 15.08 28.36 14.57 37 7.43 15.25 27.77 13.97 38 7.43 15.41 27.45 13.65 39 7.43 15.58 27.30 13.50 40 7.43 14.47 25.84 12.09 E'41 7.43 14.58 26.88 13.08 42 7.43 14.74 27.58 13.77 43 7.43 14.91 28.49 14.70 44 7.43 15.08 27.91 14.10 45 7.43 15.24 27.59 13.79 46 7.43 15.41 27.45 13.64 47 7.43 14.47 25.92 12.16 48 7.43 14.58 26.95 13.16 49 7.43 14.74 27.66 13.85 50 7.43 14.91 28.57 14.79 51 7.43 15.08 27.99 14.19 52 7.43 15.24 27.67 13.87 =..- ,J,:. 7.43 15.41 27.54 13.73 54 7.43 14.47 26.05 12.29 55 7.43 14.58 27.09 13.29 56 7.43 14.74 27.80 14.00 57 7.43 14.91 28.72 14.94 58 7.43 1..08 28.13 14.33 89 7.43 15.24 27.82 14.02 60 7.43 15.41 27.68 13.88 61 7.43 14.47 26.25 12.48 62 7.43 14.58 27.30 13.50 63 7.43 14.74 28.02 14.22 64 7.43 14.91 28.95 15.18 65 7.43 15.08 28.35 14.56 66, 7.43 15.24 28.04 14.24 67 7.43 15.41 27.90 14.10 68 7.43 14.47 26.53 12.75 69 7.43 14.58 27.60 13.79 TUKWILA TWO BUILDING "8" 86-971 4-86 PAGE 4 =====-----========================= 70 7.43 14.74 28.34 14.55 71 7.43 14.91 29.27 15.52 72 7.43 15.08 28.66 14.88 73 7.43 15.24 28.34 14.55 74 7.43 15.41 28.21 14.41 75 7.43 14.47 26.91 13.11 76 7.43 14.58 28.00 14.20 77 7.43 14.74 28.76 14.98 78 7.43 14.91 29.70 15.97 7' 7.43 15.08 29.08 15.31 80 7.43 15.24 28.75 14.97 81 7.43 15.41 28.62 14.83 85 7.43 14.91 32.05 1G.61 86 7.43 15.08 31.40 17.86 87 7.43 15.24 31.06 17.47 88 7.43 15.41 30.92 17.31 THF SPRINKLER FLOW = 1675.83 gpm THE OUTSIDE HOSESTREAM FLOW AT SUPPLY = 150 gpm THE INSIDE HOSE / RACK SPKLR'S. / YARD HYDT. FLOW = 0 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS = .28 gpm/sq. ft. *** WATER SUPPLY CHARACTERISTICS *** LOCATION AT REF. PT. 1 .STATIC PRESSURE = 40 psi RESIDUAL PRESSURE = 40 psi AT 2250 gpm THE TOTAL SYSTEM DEMAND = 1825.83 gpm AVAILABLE PRESSURE = 40 psi AT 1825.82 gpm REQUIRED PRESSURE = 37.73 psi AT 1825.82 gpm >>>>>>>>PRESSURE REMAINING = 2.26 psi <<<<<<<< TFC I ALE I I FSOTEGT I DNI I NG TUKWILA TWO BUILDING "B 86-971 4-86 PAGE 5 FROM TO FLOW PIPE EOV. H -W DIA. FRIG. ELEV. FROM TO DIFF (gpm) (ft) ft. C (in) (psi) (psi) (psi) (psi) (psi) 1 6 1675.83. 45.00 68.00 120 6 7 1675.83 12.00 0.00 120 7 8 1550.40 12.00 0.00 120 8 ' 9 1350.59 12.00 0.00 120 9 10 1153.64 1:.00 0.00 120 J. 0 11 958.84 12.00 0.00 120 11 12 765.55 12.00 0:00 120 12 13 573.25 12.00 0.00 120 13 14 381.53 11.50 0.00 120 14 15 190.72 11.00 0.00 120 6 16 0.00 0.83 10.00 120 7 17 125.43 0.83 10.00 120 8 18 199.81 0.83 10.00 120 9 19 196.95 0.83 10.00 120 10 20 194.80 0.83 10.00 120 11 21 193.29 0.83 10.00 120 12 22 192.30 0.83 10.00 120 13 23 191.72 0.83 10.00 120 14 24 190.81 1.00 10.00 120 15 25 190.72 1 .00 10.00 120 26 27 -25.69 5.00 0.00 120 27 28 -52.43 8.00 0.00 120 28 25 -79.88 4.21 8.00 120 25 29 110.84 3.79 10.00 120 29 70 82.49 8.00 0.00 120 30 31 54.72 8.00 0.00 120 31 32 27.29 8.00 0.00 120 33 34 -25.71 5.00 0.00 120 34 75 -52.47 8.00 0.00 120 75 24 -79.92 4.21 8.00 120 24 36 110.89 3.79 10.00 120 36 37 82.53 8.00 0.00 120 37 38 54.76 8.00 0.00 120 38 39 27.30 8.00 0.00 120 40 41 -25.84 5.00 0.00 120 41 42 --52.71 8. 00 0. 00 120 42 23 -80.29 4.21 8.00 120 23 43 111.43 3.79 10.00 120 43 44 82.94 8.00 ,0.00 120 44 '45 55.07 8.00 0.00 120 45 46 27.45 8.00 0.00 120 47 48 -25.92 5.00 0.00 120 48 49 -52.87 8.00 0.00 120 49 22 -80.53 4.21 8.00 120 22 50 111.77 3.79 10.00 120 50 51 83.20 8.00 0.00 120 51 52 55.21 8.00 0.00 120 52 5..) 27.54 8.00 0.00 120 6.36 0.07 6.07 37.74 23.39 8.28 6.36 0.07 0.00 23.39 22.51 0.88 6.36 0.06 0.00 22.51 21.75 0.76 6.36 0.05 0.00 21.75 21.15 0.60 6.36 0.04 0.00 21.15 20.70 0.45 6.36 0.03 0.00 20.70 20.39 0.31 6.36 0.02 0.00 20.39 20.19 0.20 6.36 0.01 0.00 20.19 20.08 0.11 6.36 2 0.00 0.00 20.08 20.03 0.05 6.36 0.00 0.00 20.03 20.02 0.01 2.07 0.00 0.36 23.39 23.03 0.00 2.07 0.14 0.36 22.51 20.61 1.54 2.07 0.34 0.36 21.75 17.73 3.67 2.07 0.33 0.36 21.15 17.22 3.57 2.07 0.32 0.36 20.70 16.84 3.50 2.07 0.32 0.36 20.39 16.58 3.45 2.07 0.32 0.36 20.19 16.41 3.42 2.07 0.31 0.36 20.08 16.32 3.40 2.07 0.31 0.43 20.03 16.17 3.42 2.07 0.31 0.43 20.02 16.16 3.42 1.05 0.21 0.05 11.95 12.95 -1.04 1.61 0.10 0.07 12.95 13.64 -0.76 1.61 0.21 0.04 13.64 16.16 -2.56 2.07 0.11 0.03 16.16 14.56 1.57 2.07 0.07 0.07 14.56 13.96 0.53 2.07 0.03 0.07 13.96 13.63 0.26 2.07 0.01 0.07 i3.63 13.49 0.07 1.05 0.21 0.05 11.97 12.96 -1.03 1.61 0.10 0.07 12.96 13.65 -0.76 1.61 0.21 0.04 13.65 16.17 -2.56 2.07 0.11 0.03 16.17 14.57 1.57 2.07 0.07 0.07 14.57 13.97 0.52 2.07 0.03 0.07 13.97 13.65 0.25 2.07 0.01 0.07 13.65 13.50 0.08 1.05 0.21 0.05 12.09 13.08 -1.04 1.61 0.10 '0.07 13.08 13.77 -0.76 1.61 0.21 0.04 13.77 16.32 -2.58 2.07 0.11 0.03 16.32 14.70 1.58 2.07 0.07 0.07 14.70 14.10 0.53 2.07 0.03 0.07 14.10 13.79 0.25 2.07 0.01 0.07 13.79 13.64 0.07 1.05 0.21 0.05 12.16 13.16 -1.04 1.61 0.10 0.07 13.16 13.85 -0.77 1.61 0.21 0.04 13.85 16.41 -2.60 2.07 0.12 0.03 16.41 14.79 1.59 2.07 0.07 0.07 14.79 14.19 0.53 2.07 0.03 0.07 14.19 13.87. 0.24 2.07 0.01 0.07 13.87 13.73 0.07 TRIANGLE FIRE TUK W I LA TWO BUILDING "B" 86-971 4-86 1=42i:]TECT I CIM IMC - PAGE MC- PA©E 6 x.xaa x-=-.. x FROM TO FLOW PIPE EOV. H -W DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) ft. C (in) (psi) (psi) (psi) (psi) (psi) 54 55 -26.05 5.00 0.00 120 1.05 0.21 0.05 12.29 13.29 -1.05 55 56 -53.14 8.00 0.00 120 1.61 0.10 0.07 13.29 14.00 -0.78 56 21 -80.94 4.21 8.00 120 1.61 0:21 0.04 14.00 16.58 -2.62 21 57 112.35 3.79 10.00 120 2.07 0.12 0.03 16.58 14.94 1.61 57 58 83.63 8.00 0.00 120 2.07 0.07 0.07 14.94 14.33 0.53 58 59. 55.50 8.00 0.00 120 2.07 0.03 0.07 14.33 14.02 0.24 59 60 27.68 8.00 0.00 120 2.07 0.01 0.07 14.02 13.88 0.06 61 62 -26.25 5.00 0.00 120 1.05 0.21 0.05 12.48 13.50 -1.06 62 63 -53.55 8.00 0.00 120 1.61 1-0.10 0.07 13.50 14.22 -0.80 63 20 , -81.57 4.21 8.00 120 1.61 0.22 0.04 14.22 16.84 -2.66 20 64 113.23 3.79 10.00 120 2.07 0.12 0.03 16.84 15.18 1.63 64 65 84.29 8.00 0.00 120 2.07 0.07. 0.07 15.18 14.56 0.55 65 66 55.94 8.00 0.00 120 2.07 0.03 0.07 14.56 14.24 0.25 66 67 27.90 8.00 0.00 120 2.07 0.01 0.07 14.24 14.10 0.06 68 69 -26.53 5.00 0.00 120 1.05 0.22 0.05 12.75 13.79 -1.09 69 70 -54.13 8.00 0.00 120 1.61 0.10 0.07 13.79 14.55 -0.82 70 19 -82.47 4.21 8.00 120 1.61 0.22 0.04 14.55 17.22 -2.71 19 9 71 114.48 3.79 10.00 120 2.07 0.12 0.03 17.22 15.52 1.67 71 72 85.21 8.00 0.00 120 2.07 0.07 0.07 15.52 14.88 0.57 72 73 56.55 8.00 0.00 120 2.07 0.03 0.07 14.88 14.55 0.26 77 74 28.21 8.00 0.00 120 2.07 0.01 0.07 14.55 14.41 0.06 75 76 -26.91 5.00 0.00 120 1.05 0.22 0.05 13.11 14.20 -1.13 76 77 -54.91 8.00 0.00 120 1.61 0.10 0.07 14.20 14.98 -0.85 7'7 18 -83.66 4.21 8.00 120 1.61 0.23 0.04 14.98 17.73 -2.79 18 78 116.14 3.79 10.00 120 2.07 0.12 0.03 17.73 15.97 1.72 78 79 86.44 8.00 0.00 120 2.07 0.07 0.07 15.97 15.31 0.59 79 80 . 57.37 8.00 0.00 120 2.07 0.03 0.07 1'5.31 14.97 0.27 80 81 28.62 8.00 0.00 120 2.07 0.01 0.07 14.97 14.83 0.07 82 83 0.00 5.00 0.00 120 1.05 0.00 0.05 20.77 20.72 0.00 83 84 0.00 8.00 0.00 120 1.61 0.00 0.07 20.72 20.65 0.00 84 17 0.00 4.21 8.00 120 1.61 0.00 0.04 20.65 20.61 -0.00 17. 85 125.43 3.79 10.00 120 2.07 0.14 0.03 20.61 18.61 1.97 85 86 93.38 8.00 0.00 120 2.07 0.08 0.07 18.61 17.86 0.67. 86 87 61.98 8.00 0.00 120 2.07 0.04 0.07 17.86 17.47 0.322' 87 88 30.92 8.00 0.00 120 2.07 0.01 ..0.07 17.47 17.31 0.09 89 90 0.00 5.00 0.00 120 1.05 0.00 0.05 23.19 23.14 0.00' 90 91 0.00 8.00 0.00 120 1.61 0.00 0.07 23.14 23.07 0.00 91 16 0.00 4.21 8.00 120 1.61 0.00 0.04 23.07 23.03 0.00 16 92 0.00 3.79 10.00 120 2.07 0.00 0.03 23.03 23.00 -0.00 92 93 0.00 8.00 0.00 120 2.07 0.00 0.07 23.00 22.92 -0.00 93 94 0.00 8.00 0.00 120 2.07 0.00 0.07 22.92 22.85 0.00 94 95 0.00 8.00 0.00 120 2.07 0.00 0.07 22.85 22.78 0.00 THE MAXIMUM VELOCITY OF 19.1 ft./sec. OCCURS BETWEEN REF. PT. 8 AND 18 Sprinkler program 'SPKLRCALC' release 2.7 by Walsh Engineering Inc. North Kingstown R.I. U.S.A. • Int J1 3068 WAREHOUSE WITHOUT COMMENTS. ❑ AS NOTED IN RED ❑ PER THE ATTACHED LETTER DIFixeltrawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire De;)t..A1.itions, deletions or revisions to i ,vings after this '44i1LItai si: a.a l d wfi4l— — re` iuire a resu,a _ °revised drawings. Final acce: tan : i • •t ;-ct to field - inspection by a re,:resentative of this depertl:.ent DATE 1 /9' BY: C519- CITY ritCITY OF TUKWILA 575- 7 GENERAL NOTES: SYNA c'�.. 1.._EC� E:►1> NEW Ji."c rT�.ty - _ MOD. C ' `�`-�P Gl--t t AE, 1 SSo ►�1F�t.! • ." e r-.'\ MoD S'a .sC_) FAQ .s NEW F‘PNl lCa I Er.;kP1?►►.3G, 1) The system is designed per NEPA #13 for ordinary hazard. 2) All piping shall be installed per NFPA #13 guidelines. 3) All materials shall be new and U.L. listed or F.M. approved for use in fire sprinkler systems. 4) All wet sprinkler piping shall have a minimum of 40 F; the heating system will be provided by the owner. 5) All electrical wiring, underground piping, patching and painting of walls, and painting or preparation of sprinkler piping will be performed by others. 6) All hangers and earthquake bracing shall conform to NFPA #13 standards. Helium Tukwila Park Brock Hotat .2 OF: : wile ►JFK! 4 CGa. v, Get—. lot Al por UKWILA FIRE ' PARTMENT lease call: 57541407 nd give thisj b No. 9S = 5/(v 1 VICINITY I"1AP and exact address for shut= ND sc LE down or restoration approval. FireMasfer MASTER PROTECTION CORPORATION Formerly ABC FIRE PROTECTION COMPANY 505 Puyallup Avenue Tacoma, WA 98421 • Tacoma (206) 383-3604 PI PI NCC \ ' 16600 W VALLEY HWY 95-S-169 EXPIRES: 9 / 1 / jp@ME7.71-11iii JUL 1-8 1995 J J (Hre/4aster) Fax #: (206) 383-3007 Seattle (206) 292-0126 J -A TEPC. 2177 QS PIWIECIION COIVOIIANION %cot°Ov QST\ W 1-kwy.. Tv�W l l.l� 1 WAc F"I ►�E 51�Zt N4�1_..EZ SNeST .. A 7M4.4,1 8Y SCa�t..E p6‘\107-5 -7•IS) .1 Annun A, D This project consists of installing a new Fire Alarm system. We will be installing a 10 zone conventional fire alarm panel. The building is sprinkled so we will be installing a smoke detector above the panel, a heat detector in the medical gas room and pull stations at each exit. We will have audibility throughout and strobes in all common areas. We will also be monitoring the sprinkler system. B A Fire Alarm Control Panel A s S o HSA I HS, 0 S I"L� A ilS.'(414"."- A 30 A 30 30 A 30 30 110 75 B C B IF 0 HS 30 30 own, 1 . v H 30 30 Fire Alarm Device List Symbol: Description: Quantity: C FACP fire Alarm Control Panel 1 F 14 THIN G 16 THI-N Aux. Auxiliary Power Supply Annus Annunciator 1 3 F Pull Station sD Smoke Detector 1 HD Heat Detector 1 e Duct Detector FS Sprinkler Flow Switch 1 1 1TS Sprinkler Tamper Valve iPs1 Pressure Switch Horn Strobe 9 11 Strobe 9 - Ceiling Mount Horn Strobe -3- Ceiling Mount Strobe Wire Table A 14/2 LPL B 16/2 FPL C 14/2 FPL Shld D 16/2 FPL Shld F 14 THIN G 16 THI-N H I J ACCEPTED [j Without Comments As Noted In Red Per The Attached Letter "hese plans have been reviewed by The Tukwila Fie 'revention Bureau for conformance with current ci tandards. Acceptance is subject to errors and ':missions which do not authorize violations of adop,ed standards and ordinances. The responsibility for the dequacy of design rests totally with the designer. -dditions, deletions or revisions to these drawings efter .is. date will void this,acceptance and will require a . ::submittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: /0'A 0 -0 C By: 41A1 / TUKWILA FIRE DEPARTMENT; Please call: 575-440Z and give this job No. o -- f- a.o and exact address for shut. down or restoration approval. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. Fire Alarm One Line 16600 W VALLEY HWY #140 #106 05-F-201 PAI OCT 1 0 2005 Tu <wila Fire Fi North Star Electric North Star Electric 1905 S. Jackson St. Seattle, WA 98144 (206) 329-1596 Fax (206) 329-9437 O 14Evi CCS � U cy, -o= Q a.) (.1.6 (-) rts 0 o 0 a) co D (° T i � is5m Revisions Revision # Date Scale: None Page No. FA -.6) Date: 10/10/05 WvavrNavavaaaa♦WW0avavaaa♦nr♦aa=____ _00=e 20e................................................................................7�� .-1111.-...s.-. 04 tel Al As Op. 1 Op. 2 Op. 3 • t Dar m i .4 Mall:. 0: icc, r.60MMEN: a 0 0L.00♦ NKQ♦7 �gTD7 L �Og♦7 `� �L 100000Q � �ai'i7 � ■. LEGAL ASSIS. LEGAL ASSIS. UV*-OAAWAMi-♦-Ai i i i i•S-i3 GARAGE II 1_ 111 4 NICOMOTZ 67*. 7."7,41414:0♦ .01400.5._. . 111.:0� 0..♦M...♦1 15 Consult Room Sterilization Patrick Ca tor Off 30 S A LEGAL ASS Ili i♦iN�i ��wi!i♦oi♦i i♦i♦i♦i!Ai♦AAAs:moi iern wi!i!i i!i♦i♦i♦i i♦mvo PI 0• mcomomorox, cow, Dr. Buttar's Office l;•• 4 1 1: "♦ i 1 c y� jA s• F' a Taran Buttar Office Bus. Off. 30 N,;•:47.41.0:076:6741.70.70.142 Mira TO:WV 8 3 . 1;. iv .. .;.�.�.�Q. i�:�. ��.•. � � �❖.�.❖.�.�.�.�.�♦ ����. �♦� � �♦♦•.�.•♦❖��♦•♦���:•.♦ice❖.♦.♦♦❖.❖•❖♦;. Laundry LEGAL ASSIS. til 43N M 1 ce Reception Area Hallway to law office RETAIL wwwwwwweemeemmegoolw .Z RECEPTION A CONFERENCE or J.K. r;♦-♦_♦-4-♦-4r4-♦74410000.-014100100~AM♦-.♦ V..*1111.♦_ AAA&•a♦ 41 i i '•i♦ilii❖ii♦i ii♦iiiiisi♦ii♦iiiiiiiiiiiiiii i♦ii iii❖:•ii♦iii!ii �?i•� ♦� ; GI: 1 ♦• .' '•' Employee A 30 Fire Alarm Device List Symbol: Description: Quantity: C FRCP Fire Alarm Control Panel 16/2 FPL Shld F Aux. PS G Auxiliary Power Supply H Annun Annunciator F Pull Station sn Smoke Detector HD Heat Detector S Duct Detector FS Sprinkler Flow Switch TS Sprinkler Tamper Valve Ps Pressure Switch 8 Horn Strobe t Strobe 43E- Ceiling Mount Horn Strobe 0 Ceiling Mount Strobe Wire Table A 14/2 FPL B 16/2 FPL C 14/2 FPL Shld D 16/2 FPL Shld F 14 THHN G 16 THHN H I J '104 7' 02A 15'-6' 12'-82' 9' 4'' 101, 2 5' 33' 4 1 North Star Electric North Star Electric 1905 S. Jackson St. Seattle, WA 98144 (206) 329-1596 Fax (206) 329-9437 --Crs -E1-3 i C� Cd Revisions Revision # Date Scale:14"=1' Page No. FA Date: 10/7/05 6.5---- �z�� 24' f,(Q'-0---,se -0 12 -Q C_TY P L11,11:5 11ZY Z f-4 L INSPEC t c 4 2' /-1d 3'O 8-O• 2 4i A DN 1 Y. 8-3 w/ D1\1 1Y Ca -4 w/ I X 0-10 TNItU +5' LLL t I` VALVE # go., A. \ J Ix 3/4 "/32- 1NSP. ORIF/a_ 4 -14 b UR WALL 01 t 10 -1 LI -z.14 [< nd for construction and occucsnown a we t , - installation obmittedo subject to nspectlon for final acceptance. tI tI RIbIltrU In Comments approvals and acceptances relate exclt>'tvely to refattle affect of various condit ons epon fire insurance rates They are not tc be construed as bearing En arty way upon the ou-st,oa of whether duo onal fury has dam 6 to pry tyh rstt is recognized ct to et tatl hazards whfor ich tie result in toss stillyexist - 0- It ii-PLUt=, (ryp t3 \IDPAU L ILZEMS 1 E 50 O /L\ 6 VIC 90° ELL !o'ALARM JA, u /6 AUL- E5 Z' MAIN ©CAIN.\.4 GrfiT_ VA 0' 41 PCYST" Ns�* 0 SIA E/6RADEv to v4/WALL IN b v e W x .�— - 1-10LYTK UJ A L L co VtC 9o' ELL 1 1 ;\9 NUTT- EAC/f SYSItM A c 0 Lo ALARM Vrk w/GAJL ES f Z' MAIM GRA to t, Al YA . '3 ,;-,in" ul/bJALL N `` bN c KATDR O 1'0 ST ,11 R DLTA Al L_ 2"''N £LU `--SA& MIA FL A6A� rd . S" U �l c...AIM 11ANC,E1?S t 1-8 Co x Z-© EYi n)L 4 I -to Cox Z -Z i.YEIK0D 1...- 2-0 TYPICAL FL -1-bR. Rrcilf Jwcini S Ip x 7-4 EY E RG D #IS 1tn *1(0 #1S 3PKI N KLE Zl r 11 5-4 - • 35 - • - 31 SCS 12, 165' arktk55 Cti 1' DROP 3/4 R w/ F►C 4U1 C1iR')t�"t = CANOPY t7/a- 1(05"'-1 7P65 DN IX -6 S 5PR1c-, x 3/4 RC— �a 1713Z S S U 717" 17TcA>5_ CN 1 D- SPRIG.wlIX3/4 U- AE,DVE C_E\Lt'.1L� g -- IU HAL 5 PRIN KLERS t E -Cr) 0 0 c'mt - It 4 - Ctt-40-1 £'Z?'t1lV dive �/ 57� � Lob end aCc i fCa r $ r .44 `t tior� )Cut. ova FIRE ii P1 I1 fir ' TI�� •, ,c T r im _' • : r - - Tri !f Fens r r'z r F ACCEPTED ® WITHOUT COMMENTS AS NOTED IN RED o PER THE ATTACHED LETTER T wings affixed hereto hal • and accepted by the City of been Tu ire Dept. Additions, deletions or revisions to these dra''Ings after his date will void this acceptance and tti1E require a resubmittal of revised drawings Final acceptance is subject to field - inspection by a representative of this department DAJJUU jE.14.44498.5BY CITY OF TUKWILAA 575 4407 1 UftarriTH t Uater 's/ 3 Ilidergratti First j to 3 H rtrastatj 5 art Pair, Trip Tut 01 C11 t3 , I 11 f J _ � 11 N TOT,\J(LE R`_,[ ��(> TCT`���1� 71: ST7 5 - J - �IfT Th E p 1 L...a 1 Ki tiFt 11). P t E 11 5Tii N.T IN FC)RHATIN BLb( "B " DES1G-,NED Ta DIL\VZ7. •Z8 C PM D\J Z. 5006 SQ FT WHEN 5U7PLIFid W1T11 WATE1C ATT 71 -IE RAST 6F K CSE" AT A RATE 8F /6-15,5 G F M . AT .57 74- P S.1 W M-1 ISO 6- , M FAR INSIDE MDSE ALLOWANCE TUE TbTTL 1'iF VIAND AT THE EASE OF RCSE IC 1817 "r4- 64P.t1 AT 36_ _c1 P -1-0 P S 1 tT1a SF_ D F E S ER_ FE 14 S f L - ';C D cit -,ND TO DEL\ VEZ . Zi3 6--4 9M CDK THF FNTIK.E Lk/ kF.tIOUSE E=A -) tJRTF_e AT THE r' >r D`- KISS ©VET(. SO04 SQ UJHF�1 SUPPLIF1 AT' ft R fl Tom._ 3 e TNF_ D1=MANIA PIT CIT/ CONNEC -10N 15 ZZ 79. ZZ C AT- -t-ta a -t P.. S , I LJ ASTAT7C KESIDU/!L At_i / 'v (m !ZS SD ZZSC RUILCIt!C -C N I PIPE SC HLTULE SIZ1l�l-, DRI)INA*k4t NAZARL OVE Ur --FIC E AREAS IDNL-V r - E t) ft, F `/' A T S - t,U S ? Tz. re HDSE RACKS CDNTAIN 7 S' U L LICA E1� 1-1 ST._ AN1 SPRAV NOZZLE - EF CEILING, i revisions Ilm; MAY 09 19E6 REV, FET w sy e BY Z ROME OFfiZE BCGs/ Yr' trkg d MAY 15 1986 EN ER ALi-S-_--- N STA LLA TIO 1V Th CL N Ftp R N1 7D "1 F P A it -I3 _ TI -1E W S, K, B. i t; ,TEFF_ : ZS ALL 33� ALL. LITY OF TU KLLJIL-A MATERIAL NEW U.L -AFF-teNti. FIRE SPRINKLER. SER.VICF'. PITT IMP. SLK, STEEL - MA / N S TEEL MAINS ARE THIN WALL L! U S ARE. S41-1, 40 . 4.) ALL SCR41) FITTJN1, ARE CAST 1201\1. S) ALL L.LJEL13INC( PERFORMED IN SHOP i IN AL LORD, w/ A MS D Th I Loi 5PR1NKLETCS IN- LoAIE1-IOL E ARE 100 43. -FT. MAXI. M a SPT'.)N KLGRS IN- STDRAC-i I` ARE a1 O - - t*'T . MAXIMUM . SPRINKLERS ABDUL 4 EELOI.,J OFFILF_ 130 $- FT MAXIMUM 1") PANEL CO N S I K UCTlc»J Vv C-+ LU- tA+PI $M i 4X It PURA INS AT 2 -D' D.C. Jl Z,LLo STI FFENEf /4T Z4' 0,41 56) DEFLECT UF UPRIC-► IfiT SPRINKLERS... TEt 8E I -TZI 6 11AX BELOW Z. . STIFFENERS '1 ALL LINES HANE, w/ 12` RI!'-NCIIKS C X7 hENOTES WEARA-RAU141 11-1400K ACT LMT HA N C-, F TZ U Ey ENDO AND R1NC-, %.LJHEKE NOTED ON PLAN . ATTRLI-1 E.‘f ER OD TO ZX• � l -51% ) Z'/- 11-11KV 136LT i'JUT 4LuhSU. I UT MAIN Fitt -W-.5 ‘....(1.1-14001t AT L-iLU'- LAM MKS 4 EYERO 4 R1AIf-1 TO x PUTL.1 tits . 11') E. L 13RAeINI PER LODE.. 1Z) PAIK1TtNC, OF rt1•"F AND - F LECTKI CAL W IR I t\1C-- A'LA ' DEVICES NOT IN GAr\rTl:ACT' , FIRETRIANGLE PROTECTION INC. P0. Box 264 Woodinvulle,Wa 98072 scale '/s "= I -0 - date -o - v -BLDG-•COD date -sa4 b S M ITH TUR W1LA. TJQ WEST VALLEY ROAD T-)KLAlILA 1,fA 16600 W VALLEY HWY 86-S-074 Job: 8( -97/ contract with COIVS7N'LlCTTDi A 5540 / OF / , • 8 • e s • D P4-rAL.. ©rr Joe) wS4,56(.01 w c'3FiGLr, JOB NO, v454 58l�Qa .,,., s.4:n 1 4 ' a 4 , , ' « ` r r , ✓'� � .€ " # ri r r < �^ •sem v {/ r" 4 W'E Y r • TEI 11.1MKTIDw cgri CF,Fte 1. • • • a r • • .F • r • • • • • • w • • t • :AGE' 71c,r,t • • • • ,ft 1 CC) P./ P.C.k J .Es,.vr:A 5Su 170414 I- v E Loy, re:04:31-A , A5 4 K i laT JL L.h2TP-4 VALNr. \too P11, 5 3i FILE IUKWILA FiRE DEPARTMEN1 Please call: 575.4407 and give this job and exact address for shut. . down or restoration approval. cckt4cisZ/ ACCEPTED' eo [] " Wit?gout Comments As Noted In Red , , Per The Attached Letter These plans have been reviewed by ,The Tukwila Fire Prevention Bureau for conformance wiah current city standards Acceptance is subject to errors and , omissions which do not authorize violations of adoctod standards and ci 'finances The respo;triblli;y for t,c adequacy of design rests totally with tree d�.,,cror,* Additions, deletions or revisions to these craw$t;n3. this date will void this, acceptarice and will regu re resubmittal of rev+sed drawings for subsequent zpere, s Final acceptance is subject td field test arid inspection by The Tukwila Fire Prevention Bureau , Date. - Or j b 07 er'°9" gh DeCem L , • ° t I t t !`7*v$'t'.% • t t`,ir.�, t•ITom. V ,Y 1r1..' tti14,:44 1. kt t_1` /\ rA Lao ►0 ':+r To f' i`' `Y .:b'to7>G 1�-) 4 '? 1.$4 ! ri s ;,,E - ' <.' t4h•,16EF� q rwP F ,•i T fry C„0►.t `` "T ' `"' 4.r4 �. L Mt V :: ra l,r e.$ «e : • k z , tivv ' % p4y' G 1"7.11'4cAL" 11A t.444 Pte. N 5"4,-.4? 4? ' tra 1 2/ , a s 1-)e,0 ATla TQ I-- (v4 t l 1>a y.i Cri. A 4:71;4.4 2 I;{ 4 1' { 1'x`• k. g', M / !`• �,''�' r~ • ", lY ✓� �:J r�../ !�' fro 1 '';':•'•=i•!--i, L.; ►J f �`OE '�'rt"! 1� M �e4C� ✓�r' r'r (' �' '� (�• , :r ." ✓ �? t.- `ati.i j1 n 'i ,,. /*,2w P{ l' 7A bra /'''rd c * 'jPrXtt,�• 1 r 4 doiz P�1C.tt! 4° r'Q c!"ie, m e ro Mt�I yk c. ( i:,;.!:;,,,$.142..‘ -t"' �y l.1 A Z1t L ';. A 1 r-'/4,�t-4 )i '�Lre 1 ,( k 4 ifav ' c.'3 .4 A i"ft' e,1 -=s) A 144,t W\I ppo 41 r 714 /„p .tniGt.-% cb A kt" Tie.,4 p*t tM J 't.GA, *0140 C;$612. 'T4'It.0 1kS� . 4 +► T l A W. REVISIONS CANOPY INFORMATION SPRINKLER S MBOL DESCRIPTION MFR 1444 MODEL g -I FINISH SYMBOL MFR MODEL SIN # STYLE MP FINISH K -FACTOR ORIFICE CO +1.140I1 0 ti/‘ rtt+rJ 4 M " +8 64r-ae. 'H2s'tE .l r NPT SiZE f.� QUANTITY VIKING AUTOMATIC SPRINKLER COMPANY 3434 FIRST AVENUE SOUTH SEATTLE, ■A 98134 44 ,' PH. 1 (206)822-4858'., °. FAZ # (208)622-!7319 CONTRACTOR'S LICENSE WA. VI -KI -NA -S373 NT ", AK. ' u AA 1918 , ' , • 1 t , L S ' 3OCT — 6 2005 &3— ( cy Tukwila Fire �,`x r * ` ALSO SERVICE. BOISE LONGVIEW k ' ` PORTLAND ' MEDFORD FIRE PROTECTION°. r 4., APPROVING AGENCIES • TOTAL SPRINKLERS SHOWN ON THiS SHEET r PrZ nlNi`AI~ 4t CONTRACT NAME ; . .�, , c w.r, LA ADDRESS 16600 W VALLEY HWY #140 #106 L,44.`i''_" N t 1:►! 05-S-195 54 DESCRIPTION Date ��la•4-ca5 Scale: Job No. v4545444, Drown By , `v-1067.44 LA 04 $ $ Sheet NO a "4 .. a 4 , , ' « ` r r , ✓'� � .€ " # ri r r < �^ •sem v {/ r" 4 W'E Y r r� � ..o..n. r . . . w , . p*t tM J 't.GA, *0140 C;$612. 'T4'It.0 1kS� . 4 +► T l A W. REVISIONS CANOPY INFORMATION SPRINKLER S MBOL DESCRIPTION MFR 1444 MODEL g -I FINISH SYMBOL MFR MODEL SIN # STYLE MP FINISH K -FACTOR ORIFICE CO +1.140I1 0 ti/‘ rtt+rJ 4 M " +8 64r-ae. 'H2s'tE .l r NPT SiZE f.� QUANTITY VIKING AUTOMATIC SPRINKLER COMPANY 3434 FIRST AVENUE SOUTH SEATTLE, ■A 98134 44 ,' PH. 1 (206)822-4858'., °. FAZ # (208)622-!7319 CONTRACTOR'S LICENSE WA. VI -KI -NA -S373 NT ", AK. ' u AA 1918 , ' , • 1 t , L S ' 3OCT — 6 2005 &3— ( cy Tukwila Fire �,`x r * ` ALSO SERVICE. BOISE LONGVIEW k ' ` PORTLAND ' MEDFORD FIRE PROTECTION°. r 4., APPROVING AGENCIES • TOTAL SPRINKLERS SHOWN ON THiS SHEET r PrZ nlNi`AI~ 4t CONTRACT NAME ; . .�, , c w.r, LA ADDRESS 16600 W VALLEY HWY #140 #106 L,44.`i''_" N t 1:►! 05-S-195 54 DESCRIPTION Date ��la•4-ca5 Scale: Job No. v4545444, Drown By , `v-1067.44 LA 04 $ $ Sheet NO a "4