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HomeMy WebLinkAboutPP - 16550 WEST VALLEY HWY - TUKWILA II BUILDING - PERMITS AND PLANS16550 WEST VALLEY HWY ASSOCIATED PERMITS 04-F-180 86-5-074 86-UGW- 89-S-009 040 /6) c 1-1‘.13 BATTERY CALCULATION CHART Company: The Safety Team, Inc. 670 s. Lucile ST. Seattle, Wa. 98108 Project: Fine Designs Inc. 16550 West Valley HWY Tukwila, Wa. 98188 Module Device Quantity Standby mA per Unit Total Standby Current Alarm mA per Unit Total Alarm Current Panel 1 20 20 615 615 Power Supply 1 75 75 100 100 Horn/Strobe 5 0 0 145 725 Strobe only 2 0 0 41 82 smoke 20 0.1 2 19 380 bell/strobe 1 0 0 133 133 Total mA 97 Total mA 2035 Convert to A x .001 Convert to A x .001 Total A 0.097 Total A 2.035 Multiply by hours 24 or 60 x 24 AH for 5 mins. /12 Total Standby AH 2.328 Total Alarm AH 0.169583 Total Standby AH 2.328 Total AH 2.497583 Efficiency Factor 85% Battery Required AH 2.938333 • TRIANGLE' COMPUTER • "TM W V Hy, fy pine FIR E PROTECTION SPRINKLER INC. SYS. P.O. BOX 264 WOODINVILLEWA. 98072 COMPUTERIZED HYDRAULIC CALCULATIONS COVER SHEET FOR: TUKWILA TWO BUILDING C " ADDRESS: WEST VALLEY RD. TUKWILA WA. CONTRACTOR: CONSTRUCTION ASSOCIATES INC. DATE: 4-86 JOB # 86-971 CONSTRUCTION COMBUSTIBLE OCCUPANCY: OFFICE J WAREHOUSE G?ES.IGN CRITERIA THE STANDARD USED IS SPECIFIC RULING MADE BY W.S. & R.B. WET SYSTEM 96 SQ. FT. `PER _SPJ INKLER 17/32 in. ORIFICE SPKLR'S. K -FACTOR 8 TEMP. RATING 165 DEG. F THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .28 gpm/sq ft FOR. A DESIGN AREA OF. 5000 S. FT. OF FLOORAREA WHEN. FLOWING 1379.28 gpm AT A PRESSURE OF 37.25 psi AT THE BASE OF THE RISER INSIDE HOSE 150 gpm OUTSIDE HOSE 750 gpm RACK SPKLR'S 0 gpm WATER SUPPLY 0ATA WATER FLOW TEST DATE OF TEST STATIC (psi) 125 ELEV. OF RESIDUAL TEST GAGE . LOCATION OF FLOW TEST TEST CONDUCTED BY TEST DATA FURNISHED BY TIME OF TEST RESIDUAL ( psi) 50 FLOW ( gpm) 2250 10 " MAIN WEST VALLEY RD. W.5. & R.B. GENERAL REMARKS: .28 OVER THE ENTIRE WAREHOUSE PORTION OF THE BUILDING # W7 F, • APR 221986 RIANGLE FIRE PROT, jf CONTRACT NO. -----_______________ GRAPH SHEET FOR HYDRAULIC CALCULATIONS wz.otN6 0 System No. o. Sheet___ --,n3 ! .1 . • , 1 T'•I r —4--'.�.. rt -r} . - a. -4+- vn AL'.:: 0 0 rL N 0 N a. t--- .. 1 1 .. : -[. z : cr I� i .. ;.. - +. • Ni M ..,...E 4.44 vi Tt t • • `+: : .. .. •,.. • • 4• ',1-:: i-+ 14 + n • ,41 r • .1-4L + -}t+ 1• ,.-#I/##+.'1-}- O o- o +--f t-}tf ++}}-+.,. }} _} 11-4-1.}+ +i + 4+F} -fit+, i, ,. 1 t41i Alii i 1 t ±-- � � -4 0 N 4 TSci fl 34rT Q o 01 Cr e 2 1144 0 • PAGE (A) TFI ANGLE F"2RE PROTECTION TUKWILA TWO BUILDING " C " 86-971 4-86 asasaa= a m a a a= ass a mm s = a a s s a s a a a a a a as aa• s MR= _A{ i a sa as FRTO FLOW PIPE EQV. H—W DIA. FRIC,. ELEV. START (psi) • (gpm) (ft) (ft) 'C' t in) ( psi/ft) ( psi) END ( psi) DIET . (psi) rrrsarrrrrrsaa========aaa>aaaaaa-aaasaaaaaa:-=asst-=----ss 200 201 26.88 1.00 5.00 120 1.049 0.22 . 0.43 K= '7_43 13.07 1.78 TLJKWILA TWO BUILDING C " i=� R C31- -r I DPI Iii c 4--86 HYDRAULIC ANALYSIS AT AVA I LASLE PRESSURE =- 'a ..... = THE FOLLOWING SPRINKLERS ARE OPERATING IN: TEST AREA 1 ( ) TEST AREA 2 ( ) TEST AREA 3 - ( ;) REMOTE PAGE REF. PT. 1< ELEV. FLOW PRESSURE ft . 9Rrn. Psi 30 7.47 14.41. 33.73 20.61 31 7.43 . 14.58 33:97 20.91 72 7.43 14.41 33.74 20.62 77 7.43 14:'58 33.99 20.92 34 7.47 14.41 33.76 20.64 75 7.4:3 14.58 34.01 20.95 36 7.47 14.41 .33.78 . 20.67 37 7.4•7 14.58 34.0.3 20.98,: 38 7.47 14.74 35.96 23.42 39 7.43 14.88 35.99 ^3.45 40 7.43 14.41 31.53 18.01 41 7.43 14.58 31.78 18.29 42 7.4: 14.74 72.64 19.29 43 7.43 . 1.4.91 35.34 22.62 44 . 7.43 14.41 30.53 16.88 45 7.4.3 14.58 30.73 17.10 46' 7.47 14.74 31.48 17.95 47 7.43 14.91 31.50 17.97 48 7.4.3. 14.93 30.97 17.37 49 7.43 15.08 31.12 17.54 50 7.47 1.4.41. 31.20 17.63. 51 7.43 14.58 .31.34 17.78 5 7.43 14.74 32.10 18.67 -3 .7.43 14.91 33.51 20.34 54 7.47 1.5.08 33.27 20.04 55 7.17 1.4.41 30.35 16.68 56 7.47 14.58 30.44 16.78 57 7..43 1.4.74 31.20 17.63 58 7.4.3 14.91 29.92 16.22 i9 7.43 1.5.08 28.24 14.45 60 7.43 15.T4 27.46 13.65 61 7.4.3 15.41 27.18 13.38 62 7.43 15.08 32.68. 19.34 67 7.4.3 15.24 31.77 18.23 64 7.4�:, 15.41 31.48 17.95 65 7.4.3 L1.41 32.03 18.58 �66 7.43 14.59 32.18 18.75 67 7.43 14.74 73.05 19.78 68 7.'17 14.91 35.80 27.21 69 7.4.3 14.4i 32.32 18.92 70 7.43 14.58 32.51 19.14 71 7.4.3 14.74 33.40 20.20 72 7.47 14.91 36.16 23.69 E I IR T E TUKW I LA TWO BUILDING " C 86-971 4-86 THE SPRINKLER FLOW = 1390. 12 gpm THE 0UTS I DE -HOZ'FSTREAM FLOW AT SUPPLY = 750 gpm THE INSIDE HO SE / RACE-: SPKLR ' S. / YARD HYDT. FLOW PAGE 2 i.� gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS. = .283 gpm/sq. ft. *** WATER SUPPLY CHARACTERISTICS *** LOCATION AT REF. PT. 1 STATIC PRESSURE = 125 psi RESIDUAL PRESSURE - 50 psi AT 2250 gpm THE TOTAL SYSTEM DEMAND - 2290.12 gpm AVAILABLE PRESSURE w 47.5 psi AT 2290.12 gpm REOULRE.D PRESSURE _ 47.5 psi AT 2290.12 gpm . , .-:,PRESSURE REMAINING = ,0 psi <<<<<<<< T UKWILA T!.!O BUILDING F` I FRS F' F O T C -r I D t%1 n C 86-971 HYDRAULIC ANALYSIS WITH REQUIRED FLOW AT REMOTE SPRINKLER THE FOLLOWING SPRINKLERS ARE OPERATING I N d TEST AREA 1 ,( ) TEST AREA 2 ( ) TEST AREA 3 ( ) REMOTE AREA RE_F. PT ELEV. FLOW F'RE; SURE -Ft gpm psi 30 7.4: 14.41 33.51 20.33 31 7.43 14.58 33.72 20.59 3.7 7.47 14.41 73.51 ''0.33 -7.... 7.43 14.58 33.72 20.59 74 7.4.3 14.41 33.51 20.34 35 7.43 14.58 37.73 20.60 76 7.4.7 14.41 33.52 20.75 77. 7.47 14.58 33.74 20.62 78 7.4 14.74 35.64 23.01 79 7.43 14.88 35.67 23.04 40 7.13 14.41 31.28 17.72 41 7.4', 14.58 31.48 17.95 42 2.47 14.74 72.31 18.90 43 7.43 14.91 34.99 22.17,. 44 7.4.7 14.41 30.25 16.57 45 7.43 14.58 30.39 16.72 46 7.43 14.74 71.25 17.68 47 7.47 14.91 71.23 17.66 48 7.43 14.93 30.69. 17.06 49 7.43 15.08 30.85 17.24 50 7.43 14.41 30.85 17.23; 51 7.43 14.58 31.07 17.48 52 7.43 14.74 31.92 18.46 53 7.43 14.91 33.30 20.08 54 7.43 15.08 ;r3,^e 96 19;`,67 55 7.43 14.41 ''O. c4 r 16.34 56 7.43 14.58 30r 16.57 57 7.43 14.74 31.06 17.48 58 7:43 14.91 29.80 .16.09 59 7.41 15.08 28:06 ,. 14.26: 60 7.4.7 15.24 27.14 13.34'` 6.1 7.43 15.41 26.88 13.09 62 7.47 15.08 32.51 19.1 63 7.4.7 15.24 31.54 18.02 64 7.43 1.5.4.1 31.21 17.6 65 7.43 14.41 31.81 18.3 66 7.43 14.58 32.00 18.55 67 7.47 14.74 32.86 19.56 68 7.4.7 14.91 F5.59 22.95 69 7.47 14.41 32.18 18.75 70 7.43. 14.58 32.39 19.01 71 7.43 14.74 32.92 19.63 72 7.47 14.91 35.97 23.43 PAGE 3 • I%K3L_ .1F" I Ft la P* D1ECTIOP4 X TUKWILA TWO BUILDING " C " 86-971 4-86 THE SPRINKLER FLOW = 1379.28 gpm,. THE OUTSIDE HOSESTREAM FLOW AT SUPPLY = 750 gpm THE INSIDE. HOSE / RACK SPKLR'S. / YARD HYDT. FLOW= 150 gpm . . PAGE 4 THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS'''' g pm WATER SUPPLY CHARACTERISTICS- *::*gpm/sq. ft.' • LOCATION AT REF. PT. .1 STATIC PRESSURE = 125 psi RESIDUAL. PRESSURE rt 50 psi AT 2250 gpm THE TOTAL SYSTEM DEMAND =f2279.28 gpm AVAILABLE PRESSURE = 48.18 psi AT 2279.27 gpm REQUIRED PRESSURE = 46.97 psi AT 2279.27 gpm ..,..::›...',:PRESSURE REMAINING = 1.21 psi <<<<<<<< , T Ft I icvi1 c i-._ TUKWILA TWO BUILDING 1 IRE H - 86-971 P. FR CET "T" CD 4-86 PAGE 5 FROM TO FLOW PIPE EQV. M -W DIA. FRIG. ELEV. FROM TO DIFF (gprn) (ft) ft. C (in) (psi) (psi) (psi) (psi) (psi) 1 2 1529.28 720.00 121.07 2 3 1529.28 1.00 160.98 3 4 1529..29 20.00 5.32 4 . 5 : 1529.28 8.00 81.15 5 ,6 1 779.28 .4t5 . 00 68.00 6 7 1215.82 12.00 0.00 7 9, 1. 1 1.3. 55 4.00 0.00 8 9 1018.28 8.00 O. 00 9 10 815. 05 12. 00 a:00 10 11 654.96 12.00 0.00 11 12 A70.71 12.00 0.00 12 13 340.26 7.50 0.00 13 14 268.95 4.50 0.00 14 15 201.69 12.00 0.00 15 16 134.45 9. 00 0.00 16 17 67: 22 8.00 O. 00 6 18 173.46 1.00 10.00 7 19 172. "7 1.00 10.00 8 2.0 ?5.27 1.00 10. 00 9 21'T:o ".. 27 1.00 10.00 10 22 1'30.09 1.00 10.00 .. 11 23 184.65 1.00 10.00 12 24 170.05 1.00 10.00 1.3 71. •..11 1.00 10. 00 1.4 26 67:26 1.00 10.06) 15 27 67.24 1.00 10.00 16 28 67.23 1.00 10.00 17 29. 67.22 1.00 1.0. 00 30 71-33.51 9.00 0.00 31 29 -67.22 12.21 8.00 32 3.7 -77.51 8.00 0.00 33 28 -67.23 12.21 8:00 34 35 --73.51 8.00 0.00 35 27 -67.24 12.21 8.00 36 37 73.52 8.00 0. 00 37 26 -67.26 12.21 8.00 38 25 -35.64 4.21 8.00 39 25 -35.67 2.29 8.00 40 41 -31.28 8.00 0.00 41 42 -62.76 8.00 0. 00 42 24 -95.07 .4.21 + 8..00 24 43 34.99 3.79 10.00 '.44 ` 45 -30.25 8.00 0.00 45 46 -60.63 8.00 0.00 46 23 -91.88 4.21 8.00 23 47 92.77 3.79 , 8.00 47 86 61.54 1.00 0.00 86 48 30.69 6.00 8.00 140 140 140. 140 120 120 120 120 120 120 120 12x:1 120 120 120 120 6.36 120 2.07 120 2,07 120 2.07 120 2.07 120 2.07 120 2.07 120 2.07 120 2.07 120 2.07 120 . 2,07 120 2.07 120 2.07 120 1.61 120 1.61 120 1.61 120 1.61 120 1.61 120 1.61 120 . 1.61 120 1.61 120 1,61 120 1.61 120 1.61 120 1.61 120 1.61 120 2.07 12 Y 1. 61 20 ; 1.61 :.61 1.61 1.61. 1 8.26 0.01 0.00 46.97 41.25 5.72 $.26 0.01 0.00 41.25 39.15 2.10 8.26 0.01 0.00 39.15 38.82 .0.33 8.26 O. 01 0.00 38.82 77.25 1.57 6.36 6.05 5.99 37.25 25.49 5.77 6.36 _ 0.04 0.00 25.49 25.33 0.15 6.36 0.03 0.00 25.33 .25.21 0.12 6.36 0.03 . O. 00 25.21 25.00 0.22 6.36 0.02 O. 00 25.00 24.77 0.22 6.36 0.01 0.00 24..77 , 24.61 0.16 6,36 r 0.01 ,:,. 0,00 24.61 24.51 0.10 6.36 0.00 , O.00 24.5.1 24.53 -0.02 6.36 0.00: 0.00 24.53 24.52 0.02 6.36 0.00 ; 0.00 24.52 • 24.50 0.02 6.36 0.00 0.00 24.50 24.49 0.01 0.00 0.00 24.49 24.49 0.00 O. 16 0. 43 25.49 23.29 1.77 0.16 0.43 25.33 23.16 1.74 0.09 0.43 25.21 23.84 0.95 0.35 ' 0.47 25.00 20.72 7.85 0.22 0.43 24.77 21.87 2.47 0.29 0.43 - 24.61 20.96 3.22 0. 15 0.43 .. 24.51, 22.39 1.68 0.05 0.43 24.53 23.55 0,55 0.05 0.43 24.52 23.59 0.50 0.05 0.43 24.50 23.57 0.50 0.05 0.43 24.49 23.56 0.50 0.05 0.43 . 24,49 23.56 0.50 9 0.04 0.07 20.33 20.59 . --O. 33 0.15 0. 11 20.59 23.56 -3.07 004. O. 07 20..33 ' 20.59 -0.33 0.15 0.11 20.59 23.56 -3.08 O.04 0.07. 20.34 20.60 -0.33. O. 15 ` 0..11 :. 20.60. 23.57 3.08 O. 04 O. 07 w: '-20.35 20.62 -0.34 O.15 #.11 20,62 23.59 -3.08 0.05'4-0 23.01 23,55 -0.57 005 ::T 0.02 ; " '23.04 ' 23.55 -0.48' 0.04 :' ;%0.07 :'17.72 17.95 •-0.30 • 0.1 0.07 ' .:. 7.. 95 18.90 , -1.43 0.29 ` "` 0.04 1$ 90 22.39 -3. 0.Oi: 0.03 `; 22i''39 22.17,. 0. 0.03';' 0.07 57 16.72 16.72. ,n.. 0.13 0.07 i b 7 17.68> ., 0. /7 , 0.04 17 68 20.96` 0.28' ,0.03 0.96 17.66 0.13 0.fl17;'6b 17.52 0.04 ... 0. Cuff) � 7 52 17.06 r •T'iiI�MG E• F ImE. F'F C3 ECTIC7'+I INC TUr.W I LA TWO BUILDING " C ; " 86-971 4-86 PAGE 6 FROM TO FLOW PIPE EQV. H -W DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) ft. C (in) (psi) (psi) (psi) (psi) (psi) -= = 86 49 70.83 7.00 0.00 50 51 -70.85 8.00 0.00 51 5 -61.92 8.00 0.00 52 22 --9.7.84 4.21 8.00 22 5.3 66.'5 3.79 8.00 =- 34 72.96 8.00 0.00 5 5 54 _70.04 8.00 0.00 56 57 -60.29 8. 00 0,00 57 21 -91.35 4.21 5-.00 21 58 111.88 3.79 8, 00 58 59 82.08 8.00 0.00 59 60 54. 02 8.00 0.00 60 61 26. 88 8. 00 0. 00 '0 62 95.'7 1.1.79 4.00 62 67 62.76 8. 00 0.00 6.7 64 1..21 8.00 0.00 65 66 -71.81 8. 00 n.06 66 67 --63.81. 8.00 0.00 67 19 -96.67 4.2.1. 8. 00 19 68 35.59 3.79 10.03 69 70 - 32 , :L £1 8.00 0.00 70 71 --44.57 8.00 0.00 71 18 97.49 4.21 8.00 '1.8 72 :5.97 7.79 10.0D 120 1.61 0.04 0.06 17.52 17.24 0.22 120 1.61 0.04 0.07 17.23 17.48 -0.32 120 1.61 0.17 0.07 17.48 18.46 -1.05 r 120 1.61 0.28 0.04 18.46 21.87 -3.45 120 1,61 0.15 0.03 21.87 20.08 1.75 120 1.61 0.04 0.07 20.08 19.67 0.34 120 1.61 0.03 0.07 16.34 16.57 -0.30 120 1.61 0.12 0.07. 16.57 17.48 -0.98 120 1.61 0.27 0.04 17.48 20.72 -3.28 120 1..61. 0.39 0.03 ` 20.72 16. 09 4.60 120 1.61 '" 0.22 0.07 16.09 14.26 1.76 120 1.61 0.10 0.07 14.26 13.34 0.85 120 1.61 0.03 0.07 13.34 13.09 0.18 120 1.61 0.29 0.11 23.84 19.15 4.58 120 1.61 0.13. 0.07 19.15 18.02 1.05 120 - 1.61 0.04 0.07 18.02 :L7.65 0.30 120 1.61 0.04 0.07 18.72 18.55 -0.30 120 1.61 0.14 0.07 18.55 1. 9.56 -1.08 120 1.61 0.30 0.04 19.56 27.16 -3.64 120 2.07 0.01 0.07 23.16 22.95 0.18 120 1.61 0.04 0.07 18.75 19.01 -0.33 120 1.61 0.14 0.07 19.01 19.63 -0.69 120 '1.61 0.30 0.04 19.63 27.29 -3.70 120 2.07 . 0.01 0.03 23.'79 23.43 -0.18 • THE MAXIMUM VELOCITY OF 19.42 ft./sec. OCCURS BETWEEN ;FIEF'. FT. Sprinkler program 'SPKLRCALC' release 2.7 by Walsta Engineering. Inc. North Kingston F.I. U.S.A. AND 21 EL SD Z 13 0 *cLP Fp' C' Co X. 0.-g. 0 w < — -'5 0 0 r-- ,.-1- = :..". 2-1- ;,...., 84" CL .. •-• a rn '«4U) .4C) S.1.) • ) • 0 1-Y CD CD 6. • 611 C:D 4 1- • f c - -t w 0 Ni ZONE 2 (CEUNG HEAT AND SMOKE) ZONE 3 (ABOVE CEIUNG SMOKE & HEAT) UNCHANGED WAREHOUSE 1 i CEILING GRID ® 11'-6".. TECHN CAL OFFICE 121 B.A.T 0 p 0 ZONE 4 (PULL STATION) 1 1 © i LEI ONE JACK TAMPER w 0 CO 0K Lu w ar co z z o o N N EXISTING RADIONICS — 8112 FIRE ALARM PANEL BATTERIES EOL EOL` t - EOL t EOL EOL E NEW ANNUNUCIATOR BY FRONT DOOR BUILDING °A" FLOOR PLAN SCALE 1/8"7 EOL EOL // EXISTING ANNUNUCIATOR _BY FIRE ALARM PANEL i_ II [ NEW WHEELOCK POWER SUPPLY PS-12/24-8 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 $40 Re - Inspection Fee and termination of the testing ;Er, /1;• . 11 II BATTERIES v ItOVAC BY • OTHERS FIRE ALARM RISER DETAIL - "` NOT SCALE —� EOL _.(SPARE) EOL (SPARE) �' �r EOL (SPARE) TUKWILA FIRE DEPARTMENT Please call 575-4407 andve this job No Ll —F I SO and exact address for shut. down or restoration approval` 11 II `,Ei II 4 LE ACCEPTED ❑ Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for corforcrance with current city standards Accept&nce is sAject to errors and omissions which do not authorize violations of adopted standards and ortnances The responsibility for the adequacy of design rests totally with the designer Additions deletions or revisions to these drawings after this date will void this acceptanc.,e and will requ re a resubmittal of revised drawings for subsequent approval Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau _ Date 4- By 1 1 ‚3: 4 1' - EOL CONFERENCE ALARM SYMBOL -LEGEND QE — EXISTING HEAT DETECTORS — NEW SMOKE DETECTORS )Etke)l • 0 • ANN _ — CHANGE EXISTING HEAT DETECTOR INTO NEW SMOKE DETECTOR — OUTSIDE BELL/STROBE — HORN/STROBE — DOSING PULL STATION — NEW PULL STATION — STROBE ONLY — NEW REMOTE ANNUNCIATOR SCOPE OF WORK i 1) INSTALL 1) REMOTE ANNUNCIATOR AT FRONT ENTRANCE 2) INSTALL (1) NEW STROBE AND (1) EXISTING BELL OUTSIDE ON SOUTH WALL 3) 11ED IN 13) NEW SMOKE DETECTORS TO EXISTING ZONES 4) RELOCATE (7) EXISTING HEAT DETECTORS IN OFFICE AND CHANGE! THEM OUT TO NEW SMOKE DETECTORS 5) INSTALL41) NEW PULL STATION BY_CONFERENCE ROOM EXIT DOOR _6) INSTALLt 8) NEW AUDIBLE AND/OR VISUAL DEVICES - - — BLDG B BLDG C BLDG D- WEST VALLEY HWY 1 SITE -PLAN NOT SCALE 16550 W VALLEY HWY 04-F-180 4.4 3 2004 \MTH FINE -DESIGNS INC. -16550 WEST VALLEY HWY TU<WILA, WA. 98188 - THE -SAFET\C-TEAV„ 670 SOUTH LUCILE STREET -P.O. BOX 81246 SEA-ilLE WA. -98108 SAFETTIVIORG Aic DATE. 8-5-04 JOB +-45123 , f 2.t'- (t3 + r1 11 - 0 r 5,- 6. >dC 24-a - 0_ Z4r-D` Cv - 0- Z - `I 2•- o 44-6 h«+sr+.-ana-wwm• w.W.w•••••.*m•rmnY w so•r+v,N a"w',s 14'_a 3'0' 0..0- I .p" ft*2C9) 1'q ' PLUS CTYP UNG *cZ) 2 IhLSPEC Ib . DIS 1x8-3 4,/ Dsl 1XCa-4- w/ I X ©-10 T1-IRt1 4-NOUR WALL °2 .2 .'Z #Z Div i'LxLtSS ES"T 1" VALVE. 90' WALL ..,/ ix 3/4 "/32" INSP, A/ /r/CE. ACCEPTED' WITHOUT COMMENTS. AS NOTED IN RED ER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawing Final acceptance is subject to field - inspection by a representative of this departmentr_710ag6 ptE'w - BY: CITY OF TUKWILA 575-4407 >hy Pae -.he4d ,//(41 44C5 ° 4rro f /- T• ! 0-41- 3-6) -43-6) - tV 12 oR6PS I k 3 f- A ILs" 416 • 4 , b • 0 RC - PLUAS (1`11'. LINES 3- 8 ) As meeting requirements of uu, Macau 11.11 Id0001.•4"""" "r"' "' s however,m improvedor itions rateseAcceptance applesded on tteplanshed as Installation and for subject to inspection truction for d occupancy shown Eimshed '(1111 comments, approvals and acceptances relate exclusively to relative effect of various conditions upon fire insurance rates. They are not tit be construed as bearing in any way upon the question of whether "dos care" hererhfteCgize'tl for persond Injury ordmagt pWni�ndhathzards which met result in loss still exist oRop I"4 -O6. i 4-0 OOP 1x34 tL ft it-PLUL, LIME 9416 ZI Z© I`1 G" MAIN 1illt4:,FRS p_rte: I -S tox2-D Di 761C 1'-4• r-10 L.0x Z -Z LYEROD l'_ cL: Z -O to x 7-4 PIERO() (17PICA L TUR B611 -i f-)*` S(S 4111 filo t ib._ iz t SIS `ie." -7 r C.,) - r G C.. #1 IVICVV11.7k FIRE DEPARTMEI'QI1°i Please call: 575.4407 and give tis job 8660 and exact address for shut- down or restoration approv No. SFR' I ' Kt._ 1 �-- �4- 1-1OU1: `.IJ ALL VIC 90'7 LLL 6 \PC 90 ° ELL 4- j 0 r) M 4V /De ALARM VA, ulC,ItUL,ES Z' MAIN ti -- /D'641117-_ VA , -f '.,JAL_ IMb + v PDST Nr--, 1 7/ I(s ~) L? 1 `55 hN I'( 0-8 SPr.k, I RC ‘7/32. S.";,P, 16)5° P35 GIS? I" DRUP w/ I X 3/4 R,C . v\i / di- 01 C 1-1 TO M CAN ©P`/ 2 D - 1• SLAP/6kA \ N n V h ( !o' ALARM JA LuIGA0L-.F.S Z- MAIN GRAIiU 6AT VA. w/WA1I- IN GIC A VDT? FO ST t f0 r SII EVE ,JJ 2' MIN CLEPIeAT XG., 1-1T FL AL1'+r T, - 0-) FBULi)INC-, 'B"' R1-15 L. CHLIN, i, - HYDkALIL11 A K --SSU 7 V£ w/ 7'r.IM CLEF, 8x(, MTA FL A t. A F7 2• U,C, 0 Cit ;Q") N i5VL ' TK ►111).-1 L t T 1 M.. bill U 1N5TAt_Lf EUILD/NIIL CI�IN l-n� N.T.S. • TE- U F NO l 1)R1N S ALLA770kJ N.F.P.A, , -i3 i_TNE 1,J.S►`4 K.13. TUE C1T I OF - ` TJ KWiL.A . -< Z> ALL MA11-TC1AL. NEW 2 U. I._-. APPP.W(J.. FDR. FIRE. _ SPR. iNKL.ER FkVICE. 3) ALL P1 Pi;. IMP, 13LK► $TE EL_ , MAINS A ARE T1-1INIAJ4LL J , LINFr5 ARE S4I-1► 40 . 4') ALL SCE.11) FITTINA: ARE CAST 11Z©1\i . 5) ALL 1uELbINC,: PERFORMED Ili SPOP i IN Alt 1. , w/ A. W,S. t -Ib.9 to> 5PR1NKt_ F'TZ'S- IN WAKE NOUSE " ARE IO© -e FT. MAXIMUM. SrMiNKLEZS iN ST -OR A&,I! r AfZE o0 -3- FT. MAXIM UM . ,,,. 5PRINKLER6 ABOVE 4 1~3ELOW ._ OFFICE 130 - - FT MAXIMUM. 1 1') PANEL CON 5 I R UCT-1()K1 W/ C -,LU -LAM ftM 't -X Ito PUKL INS AT AT Z4" D(6, ` 43) DE FLECTTR OF UPR IC -t W1 5 PR1NY(LE_KS TD 'PSE I'T11 L I'''IAX. 13E.LDli.) Z 4° ' -TIFf-ENER'5 . C-1) ALL LINES NAND t.,/ 12` 1r-1-oaKS L kC DE NLS l L5 WtAP•A-RAUNL> ell -1f 60 IST LAST HA NC -,FR - DR E`IERUD AND ICING. W}IEKE ND 1t.D QN PLAN . ATTACirl E `i ER O D Tb ZX -c w/ -51 x 2'/ T11IZU=E3ALT , NUT4 WALL/. IV) MAINZ HA -1‘.16. w/ U-H001.e AT Lx -ILL)- LAM WAS 3 E`/ ERAS 4- j2I IVC-, i r TZ ' X PURL) N s { tl> Era.., RI ACINI; PER lZ> PAtiJ nN - £ F PlrE AND * . 'E,LC(T1;1CAL LU1>`INC-, APL) v CV IC ES N DT IN L..p tl,fr A C bt SI C-, N F..1 TD t� L\\I Tt • Z.13 Cm, P r'1. 0 V F T, 5 n _56).. FT L DR T1.1C E RE WARENUUSF_ AREA W IIL N SUPPLI F T` IAJ ITN WATER AT 71-1F RAS+ OF K.IAT A KAi 6F /(7.41- G.V.M. t T 3/0.49 PPS, i. U1fT1.4 ISO &Xi"). TOR IUSI D: HOSE_ ALLOWANCE `t1!F 71.)T7\1-1/aND AT 714 17. IL\`, I• OF RlCh.TZ._ 1S IS3I1 4-4 elIP,t-1, AT 36.49 P.c I. - D;S_".1$ Nr"D l ) nEL\VETO . Z C• ►'T1i, CWVF"r [f K TF)r E1AJrtk[t101J51- ATCc Outif r! SUCJO S6. S U FPI. IF CI t„J I TH lJ ATF 1st, L p F- 1` I S E A -T-T - G-, P. M. 47 3 7, Z `_" I'. S . i . _ 111 r 7"11 I SIS C,.r. M ► L, H J E A ,moi T; "7 S "› C-, , P 1.1 , F D}: G U17;. ! I: E r• T!- t 1379. Z�3 i f r,ILF 77)---A6 �.. tTT7C / Z S `11\1--A /ZZS•) I' t" T; F; F+'J F_- PIPE SC H C.TnJ LE S)Z OR D' N A ', I-I,AZARL 0 V ET<: Cf=FICE AR.)"AS DNL"/ revisions /647° L g -g -a ect- 41 F-{ TRIANGLE FIRE PROTECTION INC. 1M. Box 264 1 Woodinville; Wa.18072 - lV, 5, 3 1: 1'2" HOSE RACKS CDNTA IN S' U.L. LINE 1\ I+USS_ ANN SPRA\/ NGZZLr t(o5-5.0 46650 W VALLEY HWY 86-S-074 scale date: 4 -sr, T- i KIN) ILA TWO WEST VALLEY . .RdAb TU VII I IL A , by: 5M iYH lob: 86 - 9 71 contract with: CDN / OF / A, 4\ CATCH BASIN SCHEDULE C 0 TY/0E G E. /. E 0lip.-57-reic(raRTI Z±(/N> (.S L.D. L,ackaWW) /9g.3 (/2 "/A✓! OUT> //..99 9 .50 0 2- 23 DO 20. 25 0 -r 24./7 2/ 00 0 r 2400 205/ 0 (A -,5721,(C7-44 0-442/,96.;60c1:-/A/G) Z:///:2/2)/72 2/ /7 0 I 2440 2/97 0 r 24.4 0 22 00 J 'N; .-r 24.20 22.'1 PfOPOSED F/N/SNCD GRADE EX/.ST/.(/G P4 v A/1E D/ ..ECT/Ot/ ,k7Z/A/oFF FLDW --�• --.111.. Bu/LID/'/G D.€9/AL5 /!t 4 /. !e a f' 2: 13ETE�lT/D�c1 PDAID NIAY. 1A/4TEE ._52./RFAC6/ 3" DUCT/L E /UPON WATER /NA/it ; c1455 17,26.1,/a Lor DEE T/o c/ P 7g 'X//O')e,,"MAX aEeric, -i3 „- (9/6 L'u8,c Far vas aME� GENERAL NOTES 1� 2.1 Elevations shown hereon are subject to finished grade construction changes. t 3. All Corrugated Metal Pipe (CMP) shall be AASIITO M-197, Ilelical, 14 gage. If Steel, pipe shall be galvanized and Asphalt Treatment 1 Coated or Better. All construction and materials shall comply with City of Tukwila Engineer's Specifications and be subject to approval by that agency. All Concrete Pipe (CP) shall conform to ASTM C-14, Class 2. All Corrugated Polyethylene Pipe (CPP) 3" thru 8" shall meet or exceed all requirements of ASTM F-405 (heavy duty). All CPP 10" thru 15" shall meet or exceed those requirements of AASIITO M-252-81. Bedding is critical and shall be placed all around pipe in accordance with manufacturer's specifications. All Polyvinyl Chloride Pipe (PVC) shall conform to provisions of ASTM D 3034, SUR 35. 4.` The onsite drainage system is to be privately maintained by the Owner(s). Drainage facilities shall be checked and cleaned annually. 5. Immediately following finish grading, permanent vegetation (consisting of rapid, persisent legume) shall be applied. Minimum 120 lbs./acre including: 20% Annual, Perennial of hybrid Ryegrass 40% Creeping Red Fuscue 40% White Clover Ilydroseed Preferred. 6.` It shall be the responsibility of the Contractor to avoid damage or disturbance to all existing utilities. The Contractor shall verify all utility locations prior to beginning construction. Water main shall be 8" D.L, Class 52, installed with with Class B Bedding. \ 7' G. E. - OVERFLOW EL. 25:17 -26.57 • FSET F.PAME GRATE SO TEAT T E REST2/CTDh' / POLLUTION DEV/CE /S VISIBLE AT THE EDGE OF OPEN/NG AND DIRECTLY OVER' THE LADDER. STD. GALV. C. B. LADDER 0 STEPS. PIPE SUPPORT FLOW'S A C COLLARD" GRDUT ALL A20U/VD. RESTRICTOR PLATE WELDED TO PIPE W / 2" D/A. OR/F/CE 1 WH/CH SHALL BE MACH/NE CUT IN CENTER' e SHARP ED GEL?. SEE A7TAc/IED C/TY STA/vDA/Zap DTA/LS F0 e /IPPL /CABLE' CD iPL/CT/U/U /eEQL1 /REA4EN 7-S tE' SOUND POWER - AND 7-f -r 1 _ LIGHT • 1"Aag,Inc- /20LFOF/2"PVC ea507 46'" DIA. TYPE IZ C.B. STD. SNOHOM/SH CO. APPROVED LIFT GATE ASSEMBLY W/ 200 LB. CHA/N NOTE : ALL METAL PARTS SHALL BE CORROSION RE - S/STANT. ALL STEEL PARTS SHALL BE GALVANIZED OR ALUM/N/ZED TYPE 2. STEEL PIPE SHALL SE GAL VAN/ZED AND ASPHALT TREATMENT / COATED . r RESTRICTOR CATCH BASIN DETAIL (NOT TD SCOL E) • 3 40/S4-4/.4RGE /NTO EX/ST/NG - OR,4/NA6E O/TCf/.4L ONG .P.4/L,?O.QO EM43ANKME/VT VICINITY MAP (/'• = 25 O') Ex / .5 7 / A/ G ,ODEA.( L' / r c 1-1 //V57.4ZZ ROCK . '/'.PAP 4T OG/TL ET (4 "- 6" Ge'/.4x,RYSP.4ZLS, 2 C Y.) /0IPERM. iVE/V .o.€4/ mac ' /v, ' Gie4OE TGA SLOPE 2Y. L70i+ .V I i 1 TOw.4,i � EASE - TO " .SHEET FLOW /26/N' i' AN/! 4c.. /OL F OF /2"C e Dc "i . • . tioAYZ/GNT /E.=175 - \---7- ,e L P OF %2" e•A4pe 2.80% . PAR/lmIG L©TU RETE setes! PoiID 75'x /DO 'x c Af, e 12*07,4 (/250 ed$/C FDOT-(/DLUM) /N.5T.OL L CA.v./NO AiAPNER - ,6VDOF $ "oZ W.4TE.P 4ls1.4/. z M Ili 6000 SF 'BU/LO///G /PODETO.VA/OFF OOL4', L/75 TO C474:4164-3/4/5_ - -. (rYM'c 4L) F/N/S//EO FLOOR EL = 25.50 ELI AN 1/J7- XIS JTwIS 8000 SF /PO 2,C 7 4 /PUNOFF /43POU75 777 C.47C.4/.. BA5/ (7Y"/CAZ) (Co" c ) F/N/54'f 2 FLOOrf EL = 50 g ' E Act= ,4_5JE*4.4 ,"/ C/.e.g,H.•\ `-.i b� 3 24 Oo w . w/Z".SE'viC44 WITHOUT COMMENTS. AS NOTED IN RED ER THE ATTACHED LETTER ENGINEERING ASSOCIATES 1702 nova' Ave Saute C. Everett K A 98201 cot SITE The drawings affixed hereto have been reviewed and accepted by the City of Tt lois fire Dept -Additions, deletions -- or -or revisions to these drawings aft; chis date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department PDA: 3 1986 BY: CITY OF TUKWILA 575.4407 F1tE ENVOI T1 1E CIITIC111 TI MfT1Ei3 TIE ;It�l;zeal lespesstlel . eier�ree 2. ledergeeel Ilyirestati , ' 3. leder revel Fleshle . Irelbead lyrdrestati= 5. Dry Yalu Trip Test :: f VIIFIRE DEPARTMENT ITUKIA } /3\ /N5T•4LL CA.o.4NOM•442A-eie PO.57,4T ENO OF e"OI f�YATE.e A44/A/ r✓ (520e:e f DEADMAti -`773r4,4Z. Ffig.f N'T /D' PERMANENT WATER 4 /NE EASEMENT /TYP/4'17L 7 Id E _SP//E' . Az PP - /1//A7 -C -Ni 'GE 0, EX/,5TtN6-- - A5.vAl.eL T P/lveME/vT -Sid-re-A4 414X4/ EOGE OF EX/57//✓6 454/'.4 T .c34VEA-14,v7 9 S. R. PAI STC., � = - 1/ A-2 GRADING & SITE DRAINAGE PLAN UTILITIES PLAN as QHS ;: :AT' R 91 _5ClJL E • / " _ 00' l St eet S ,Washingtot SOD36 -TUKWILA FIRE DEPARTA4 Please call: 575.4407 and give this job No. 866040 DATE j '/ and exact address for shut• down or restoration apprOVal. NOTE /0/PO/'0.5E0 8" 0.7 WATER A.14/Ai TO ee CONNEC TEO AT ,c-C/7-Z//?.E O.4TE .45 MA/N/S) OPV AQ/ACEAVT ,4',20,7e-RT/E-5 AF IL /N.ST/ILL.EO. CHECK itt,p i(go IN Uou ((el i--(tn 16550 W VALLEY HWY 86-UGW-040 CD_ INC. tOCIATES 4230 198th STREET LYNNWOOD, WASHINGTON 98036 771-2300 February 17, 1988 Doug Gibbs City of Tukwila Fire Department 444 Andover Park East Tukwila. Washington 98188 PROJECT: TUKWILA TWO WEST VALLEY HIGHWAY SUBJECT: FIRE HYDRANT PLACEMENT SPRINKLER VAULT LOCATION Dear Doug: Enclosed are two copies of our revised site utility plan illustrating the additional fire hydrants and sprinkler vault. Please note that we have located the P.I. valve out of the vault in the planting strip. Phil Fraser requested that the vault not be located in the landscaped strip as there is an easement over this portion of the property. Please review and return one copy with your approval or request for additional revisions. COMMERCIAL DESIGN ASSOCIATES. INC. SS/jd enclosure cc: John Zevenbergen