Loading...
HomeMy WebLinkAboutPP - 12424 42ND AVE S - TUKWILA COMMUNITY CENTER - PERMITS AND PLANS12424 42ND AVE S ASSOCIATED PERMITS 19-F-238 15-F-122 13-F-234 96-F-062 19-S-213 96-S-133 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: PAID 4231.b SEP 23 2013 TUKWILA FIRE 017003239 Site Address: 12424 SOUTH 42ND AVE Suite Number: Floor: Tenant Name: TUKWILA COMMUNITY CENTER New Tenant? - Yes -No Property Owner's Name: CITY OF TUKWILA Mailing Address: 6300 SOUTHCENTER BLVD TUKWILA, WA City CONTACT PERSON -if there are questions about the submittal. Name: SCOTT ANDERSON Day Telephone: (800) 354-1555 Company Name: ALARM CENTER INC. Mailing Address: PO BOX 3401 LACEY. WA 98509 City State Zip E-mail Address: SANDERSON@ALARMCENTERINC.COM Fax Number: 98188 State Zip Valuation of Project (contractor's bid price): $ 22.000 Scope of Work (please provide detailed information): UPGRADE EXISTING FIRE ALARM SYSTEM 31 DEVICES TOTAL PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: SCOTT ANDFRSON Plan Permit App.doc Date: D9/11/2013 Day Telephone: (800) 354-1555 5/14/10 TFD FP Form 8 icts-ci. asir SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: 12424 42ND AVE. S Fjjt•eOpy King Co. Assessor's Tax No.: 017900-3239 Suite Number: Floor: Tenant Name:TUKWILA COMMUNITY CENTER New Tenant? ❑ - Yes ® - No Property Owner's Name:CITY OF TUKWILA Mailing Address:12424 42ND AVE. S TUKWILA WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: DENNIS COATES Day Telephone:(360) 491-6320 Company Name:ALARM CENTER, INC. Mailing Address:PO BOX 3407 LACEY WA 98509 City State Zip E-mail Address:dcoates@alarmcenterinc.com Fax Number:(360) 438-4244 Contractor's City of Tukwila Business License number: BUS -0992830 Total number of new/relocated devices or sprinkler heads: 1 Valuation of Project (contractor's bid price): $ 795.00 Scope of Work (please provide detailed information): INSTALL NEW A.E.S. FIRE ALARM COMMUNICATOR AND CONNECT TO EXISTING FARENHYT IFP-100ECS FIRE ALARM CONTROL UNIT. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 07 ER OR A HORIZED AGENT: - Signature: G` Print Name: DENNIS COATES Plan Permit App.cloc Date: 07/31 /2015 Day Telephone: (360) 481-4969 8/22/14 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: PAID 26Th c G 7 2 3 2019 TUKWILA FIRE FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: c)! Site Address: /242.44 2,11 '4c- S 7 kti,; l4, t.✓4 98f BSuite Number: A"/4 Floor: Tenant Name: r Air: ler. Gc wttni Property Owner's Name: G 'Ty GT Tukwr /cc. Mailing Address: /.2.1-4-2. Lf 4-11--Zn,d ,4vs� Tv, ,.' lu / w" A✓ 'h6 ' City State Zip CONTACT PERSON -if there are questions about the submittal. Name: c— .4/ Re Day Telephone: 253-926-2290 New Tenant? ❑ - Yes Zr- No Company Name: Patriot Fire Protection, Inc. Mailing Address: 2707 70th Ave E Tacoma �-- � City E-mail Address: r-7Zr�Q / • a or+ Total number of new/relocated devices or sprinkler heads: Z Fax Number: WA 98424 State Zip 253-922-6150 Valuation of Project (contractor's bid price): $ / 3 6'2 Scope of Work (please provide detailed information): Wei,/ / re /o ewe - zpr: y k/& zr r z PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshall is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: z� Print Name: r - re -1 4/e :It- Day Telephone: Plan Permit App.doc 1/2/13 Date: fC->`ZZ/! 2F3 �2�-22CO TFDFPForm 8 1/-ic-�� 43ictitil% SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 #200 .o() FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** aa A King Co. Assessor's Tax No.: 01730 ©SD -361 Site Address: 1 1I rx�t ✓,e S Suite Number: Floor: r Tenant Name: 7u►,�rnun4-Y` (P�'t'F- e' New Tenant? ❑ - Yes - No -r Property Owner's Name: r r���( eSr 1 K•u �c� Mailing Address: 1-4-4 )-j 1-4 J. vel S CONTACT PERSON -if there are questions about the submittal. Name: 4st. re ✓- ilk Day Telephone: 0t' 4-17 (07 Company Name: E I✓440 (a f-- . Pcw -P Mailing Address: 200 1 (p -43\ ve 5eEmiff`-P / (AJ ct cl C.3 12,1 S u 1 177 [o r -City State Zip E-mail Address: G Q r G Y) , Kn ,l j1,,t.F (...0Pdwe Ct7''ax Number: Contractor's City of Tukwila NICET III number: Business License number: (ft d /2 7 Z� Total number of new/relocated devices or sprinkler heads: City State Zip Valuation of Project (contractor's bid price): S L4 ' 620 , 75 Scope of Work (please provide detailed information): cactsg on -e_ nrvU Ic_,, I1 Pets 411 PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature_..►-� Print Name: j kv-, i4-- Day Telephone: DC11- "7 - )--11071 Plan Permit App.doc 8/22/14 TFD FP Form 8 Date: (1/14q JOB:TUKWILA COMM CENTER ,MAIN POWER Es-r--- . .. •► ►•iC■. 1 �-` 24 STANDBY HOURS --5----r--ARM MINUTES DEVICE QUANTITY !SDEVICE TAL IA STANDBY STANDBY ARM ALARM CURRENT ;CURRENT CURRENT ,CURRENT 1 CMI WITH,PS8A . 1 I 0.21001 0.2100 0.2300' 0,2300 CM1 RM WITH PS8A 1 0.2200, 0.0000' 0.2680 0.0000 0.2300 0,0000 CM2 PS8A (- 0.2100; 0.0000 WITH _ 0.1900 0,0000 CM1 ONLY I 0.1900 0.0000: ONLY 1 0.19001 0.0000 0.1900, 0,0000 CM2 0.1700; 0.00001 0.26801 0.0000 CM2ND CMI RM ONLY 1 0.2200 0.0000. 0.2200' 0.0000 APS8A 1 0.02001 0.00001 0.02001 0.0000 APS4 OR 0,121 0.00001 0.861 0.0000 RZB 12.6 i 1 0.071 0.00001 0.31 , 0.0000 U10.12I 0.25 0.2500 j 1 0,09. 0.09001 ZAS_2 . 0.0000 288-2 1 ! 0.051 0.0000' 0.0751 1 0.051 0.0000, 0,075. 0,0000 ZB8-5 0,0000 ZB8-8 0.05 0.00001- 0.0751 0 0,00001 0.041 0.0000 250.8 0.08 0.0000 ZA4.2 1 0.0251 0,0000 ZR8-2 i 0' 0.00001 0,041 0.0000 0.041 0.0000 1 0.041 0.0000' URSM_ 0.3 0.0000 RPM 0.021 0.0000 CDR-3 1 0.08' 0.00001 0.12; 0.0000 0.251 0.0000 0.251 0.0000' MVMR 0.0000 7, A-75 ! 1 0.251 0.0000 3.5 _ 0.28 0.00001 0.281 0.0000 FCCA SAN-CPU 1 1 0.054 0.05401 0.054 0.0540 0.007 0.0000 SAN-COM 1 0.0221 0.0000 0,0061 0,0060 11 0.001 0.00101 SLU•16 0.0051 0.0000 SWU-8 i 0,001 0,00001 0.006 0.0004 1 0.0011 0,0000 SHO-4 1 0.11 0.0000 1 0.001 0.0000' SDR-32 0.0071 0.0000 ( 0.0011 0.0000 SIN-16 SRU-81 0.0011 0.0000 0.02 0.0000 0.0000 11 0.0000 0.0000 1 0.0000 4 WIRE DETECTOR 1 0,00501. 0.0000 , 0.0000 0.20801 0.0000 AUDIO-VISUAL A 1 I 0.0000 0.0000 0,10501 1.7850 B 1 17 0.0000 0.0000 AUDIO-VISUAL 0,0850; 0.0000 UDIO-VISUAL C 0 i 0,0000 UDIO-VISUAL D j 0.00001 0.0000 0.0000 0.0880i 0.0000 EXTERNAL DEVICES 1 0.0000: 0.00001 0,12501 0.0000 DOOR HOLDERS 1 1 0.07001 0,0000, 0.0000' 0.0000 17 0.0002 0.0034 0.00501 0,0050 SENSORS 1 0.0050 1 300.0002 0.0060; 0.0050 MODULES 0.3644 TQTAL=. 2.3350 TOTALS+ , I (FORMULA EQUAL A*B + C*D *1.2= AMP HOUR CAP IA=STANDBY CURRENT IN AMPS i -� 1B■DURATION OF STANDBY IN HOURS 1C=ALARM CURRENT IN AMPS :D=DURATION OF ALARM IN HOURS j (TOTAL AMP HOURS IBATTERIES PROVIDED n AROW1111 I 14.0 A.H 1 19. 96 06.42 FM P03 JOB:TUKWILA COMM CENTER AUX POWER SUPPLY BATTERY CALSUL,ATIQLWO SHEET 1 _1RC;1 24 STANDBY HOURS 1 1 5 ALARM MINUTES DEVICE QUANTITY DEVICE TOTAL DEVICE !TOTAL TSTANDBY 'STANDBY !ALARM ALARM (CURRENT CURRENT 'CURRENT CURRENT CMI WITH PS8A i 0.21001 0.0000 0.23001 0.0000 CMI RM WITH PS8A 1 0.2200 0.0000 0.2880T 0.0000 CM2 WITH PS8A 0.2100 0.0000 0.2300 ' 0,0000 CMI ONLY 0.1900 0.0000 0.1900 0.0000 CM2 ONLY I 0,1900; 0.0000 0.1800 0,0000 CM2ND 1 0.1700 0,0000 0.2680 0.0000 CMI RM ONLY 1 0,22001 0,0000 0.2200 0.0000 • PS4 OR APS8A 1 0,0200! 0.0200 0.0200 0,0200 RZB12-6 j 0.12 0.0000 0.86 0.0000 U10-12 0.071 0.0000 0.31 0.0000 • S-1 0.0351 0,0000 0.035 0,0000 ZB8-2 0,051 o.0000 1 0.0751 0.0000 ,Z88-5 0.051 0,00001 0.0751 0.0000 ZB8.8 1 0,051 0.0000 0.075' 0.0000 ZE0-8 0, 0,0000 0.041 0.0000 ZA4-2 0.0251 0.0000, 0.081 0,0000 ZR8-2 01 0,00001 0.04 0.0000 URSM 0,04 i 0.00001 0.04 0.0000 RPM 0.021 0.0000:! 0. 0,0000 CDR-3 0.08 0.00001 0.12 0.0000 MVMR 11 0.251 0.2500' 0.25 0,2500 AA-75 1' 0,251 0.2500 i 3.5, 3.5000 FCCA 1 0.28, 0,00001 0.281 0.0000 _ 0.0541 0.0000' 0.054 0.0000 SAN-CPU t SAN-COM 0.022' 0.00001 0,007 0.0000 SLU-18 0.0011 0.0000 0,006 0.0000 SWU-8 I 0.001! 0.0000 , 0.006 0.0000 SHO.4 0.001, 0,00001 0,008 0.0000 SDR-32 I 0.001 0,0000 0.1 0,0000 SIN-16 0.001 0,00001 0.007, 0.0000 SRU-8 1 0.0011 0.00001 0.02 0.0000 1 0,0000 0.0000 0.0000 ! 0,0000 4 WIRE DETECTOR 1 0.00501 0,0000 1 0.0000 AUDIO-VISUAL A 10! 0,0000' 0,00001 0.10501 1,0500 AUDIO-VISUAL B I 0.0000 0.0000. 0.12101 0,0000 AUDIO-VISUAL C I 0,0000 0.00001 0.0850 0.0000 AUDIO-VISUAL D I 0,00001 0.00001 0.0880 0.0000 EXTERNAL DEVICES 1 0,0000! 0.0000 0.1250 0.0000 DOOR HOLDERS IN/A 0.0000 0.0000 0.1250 { 0.0000 SENSORS 1 0.0002 0.0000 0.00501 0.0050 MODULES 0.0002'. 0.00001 0.0050' 0.0050 ! TOTAL= 0.5200 TOTAL=! 4.8300 FORMULA EQUAL (A*B)+(C*D)*1.2= AMP HOUR CAP AaSTANDBY CURRENT IN AMPS IB=DURATION OF STANDBY IN HOURS J CALARM CURRENT IN AMPS D=DURATION OF ALARM IN HOURS TOTAL AMP HOURS ,BATTERIES PROVIDED 15.3785' 18,0 A.H. 1 \ia cE f'otzrto tU JOB: UKWILA COMM CENTER AUX POWER SUPPLY - - _: _ •k 4•i•-■ #2 24 !STANDBY HOURS 51A� 4 MRM /NUTES 1 DEVICE QUANTITY (DEVICE TOTAL DEVICE (TOTAL 1 STANDBY STANDBY ALARM ALARM 1 CURRENT CURRENT CURRENT CURRENT 1 CM1 WITH PS8A ! 0.21001 0.0000: 0.23001 0.0000 CM1 RM WITH PS8A 0.2200 ! 0.0000' 0.2880: 0.0000 CM2 WITH PS8A L_ 0.2100 " 0.0000 0.2300 0,0000 CM1 ONLY 0.19001 0,0000 0,1900 0.0000 CM2 ONLY 1 F 0,1900! 0.00001 0.1900' 0.0000 CM2ND 1 0.1700 0.00001 0.28801 0.0000 CM1 RM ONLY 1 0.22001 0.0000 ' 0.2200 0.0000 APS4 OR APS8A 1 0.0200! 0.0200 i 0.0200 0.0200 R2B12-6 j_ 0.12: 0.0000 0.88 0.0000 U10-12 1 0.071 0.0000' 0.31 0.0000 ZAS-1 i 0.035 r 0.0000 0.035 , 0.0000 238-2 0.05 - 0.0000 0,0751 0.0000 238.5 _ 0.051 0.0000 0.0751 0.0000 ,ZB8-8 0,051 0.0000 0.075 - 0.0000 ZBO.8 1 0 0.00001 0.041 0.0000 ZA4-2 0.025 i 0.0000 0.081 0.0000 ZR8-2 ` 01 0.0000 0.04' 0.0000 URSM j 0.04' _0.00001 0.041 0.0000 RPM ! 0.02 i 0.0000 0.3 0.0000 CDR -3 0.081 0,0000 0.12 0,0000 MVMR 0.25' 0,00001 0.25 0.0000 AA -75 1 0.25: 0,0000 I _ 3,5 0.0000 FCCA I 0.28 0.00001 0.28 0.0000 SAN -CPU 0.054' 0.0000: 0.054 0.0000 SAN -COM ! 0.022 0.00001 0.007 0.0000 SLU-18 0001 0.00001 0.006 0.0000 SWU-8 1 0.001 0.0000' 0.008 ! 0.0000 SHO -4 0.001 0.0000 i 0.008 ; 0.0000 SDR -32 0.001 0,0000 0.11 0,0000 SIN -16 0.001 0.0000! 0.007! 0.0000 SRU -8 1 0,001 0.0000, 0.02' 0.0000 ( 0.00001 1 0.0000 I 0.00001 0.0000 4 WIRE DETECTOR 0.0050 0.0000! 0,0000 AUDIO-VISUAL A i 27 _ 0.0000 0.00001 0.10501 2.8350 AUDIO-VISUAL 9 I 0.0000' 0.00001 0.12101 0.0000 AUDIO-VISUAL 0 0.0000 0.0000 0.0850' 0.0000 AUDIO-VISUAL D I 0.0000' 0.00001 0.0580 0.0000 EXTERNAL DEVICES 1 0.0000 0.0000 0.1250 0.0000 DDOOOR. HOLDERS N/A 0.0000 0.0000: 0.1250' 0.0000 SENSORS 0.0002 0.0000 0,00501 0.0050 MODULES 0,0002 i 0,0000 0.00501 0.0050 TOTAL=1 0.0200 ; TOTAL= 2,8650 1 .FORMULA EQUAL (A*B)+(C•D)"1.2= AMP HOUR CAP A=STANDBY CURRENT IN AMPS B=DURATION OF STANDBY IN HOURS; C=ALARM CURRENT IN AMPS D»DURATION OF ALARM IN HOURS I TOTAL AMP HOURS BATTERIES PROVIDED 0.81475 7.0 A.H. AJX JtS.- L SI(ru�L. PSR ?9.96 06:42 FM PCS Sheet of Archer Construction Inc. r -r r �.. r r � r 7855 South 206th St Kent, WA 98032 R PROJECT INFORMATION Job_ TUKWILA COMMUNITY CENTER TUKWILA,WA. D t 651'15196 Y Job: TUKCCDRY WEET C� L 0P , DRY EN MOTE E" f E:r , #1 Occupancy Ordinary Hazard Group II Density_ 0.20 gpm/sq.ft. Area of Operation 560 square feet Area per Sprinkler 130 Square Feet Maximum Authority having Jurisdiction_ _ WASHINGTON SURVEY & RATING BUREAU Hose _ ,_ 150.0 gpm Inside Hose, 500.0 gpm Outside Hose System type,_ _ Dry Water Supply _ 146.00 psi Static, 63.00 psi Residual @ 10000.0 gpm Sprinklers 1/2 inch orifice CALCULATION SUMMARY Demand 130.50 psi @ 158.1 gpm @ BO.R. 131.07 psi @ 808.1 gpm @ Supply 145.21 psi available @ 808.1 gpm Demand is below curve by 14.14 psi Notes: 560 SQ.FT. IS THE AREA OF THE WEST CANOPY TUKCCDRY 05/15/96 11:34am 1 v aI - CU CO ir O Q CIO 91 1 Pressure CPSI) $' 3 o,er • r r 1.11 DJ Sheet ✓ r 1 ab IS 3 0 1- 3 3 M a Static = 146.00 psi, Residual = 63.00 psi at a flow of 10000.0 gpm. Demand at BOR = 130.50 psi with 158.1 gpm flowing. System demand = 131.07 psi with 808.1 gpm flowing. Pressure available = 145.21 psi when 808.1 gpm is flowing. Demand is below curve by 14.14 psi. (9.7%) anana hl 11 pile t pend .La;yep z co 4 Sheet Archer Construction Inc. Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow EE Forty five degree elbow VT Victaulic tee VE Victaulic ninety degree elbow ALV Alarm valve: Grinnell F200, F2001 806 Backflow: Febco Backflow Model 805Y DPV Dry pipe valve GV Gate valve Description of Other abbreviations Code Description AO Arm -over DR Drop BL Branch Line CM Cross Main/ PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction PV Velocity Pressure -.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length TUKCCDRY 05/15/96 11:38am TUKWILA No. Code 1 2 3 4 5 67 8 9 10 11 18 19 20 21 49 50 AO1D DR1D BL1D BL1D BL1D BL1D BL2D BL2D CM1D BU1D BU1D BU2D RI1D RI2D RI2D UG1 UG1 Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations COMMUNITY CENTER Sheet WEST CANOPY DRY SYSTEM REMOTE AREA #1 TUKWILA,WA. Raw data previous to any calculations Diam Length Kfac1 1.104 3.0 5.6 1.104 1.0 5.6 1.104 11.0 AO1D 1.104 11.0 AO1D 1.452 10.5 AO1D 1.452 8.0 A010 1.104 10.0 DR1D 1.104 1.0 DR1D 2.154 32.4 BL1D 2.154 140.0 CM1D 2.154 75.0 3.352 3.0 BU1D 3.352 25.0 BU2D 4.382 10.0 RI1D 6.357 163.0 6.160 100.0 RI2D 6.160 0.0 Kfac2 Press Elev 15.43 0.00 13.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 BL2D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.60 0.00 0.00 0.00 0.00 0.00, 0.001 0.00- 0.00 Hose HW Vel Fittings 0..0 0.0 0.0 0.0. 0.0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100 100 100 100 100 100 100 100 100 100 100 100 20 1T 20 1T 20 20 20 20 1T 20 20 1T 20 7E 20 1E 20 6E,2EE 20 1 VE' 0.0 100 20 1DPV,1GV,3VE,1VT 0.0 100 20 1ALV,2VE 0.0 100 20 1B06,8VE 150.0 140 16 1GV,3E.,1T. 500.0 140 16 rUKCCDRY 05/15/96 11:38am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST CANOPY DRY SYSTEM REMOTE AREA #1 TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm)- (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Arm -over 1D C. 100 A 3.0 PT 15.43 1 22.0=5.60(15.43)-.5 F 4.6 PE 0.00 1 22.0 1.10 1T T 7.6 0.16954 PF 1.29 7.37 PT 16.72 3 81 Jct K -factor for arm -over ld = 22.0/(16.72)-.5 = 5.38 at Hyd Ref Pts 3 4 5 6 Drop 1D A 1.0 PT 13.27 2 20.4=5.60(13.27)-.5 F 4.6 PE 0.00 2 20.4 1.10 1T T 5.6 0.14746 PF 0.82 6.84 PT 14.09 7 K -factor for drop ld = 20.4/(14.09)-.5 = 5.43 at Hyd Ref Pts 7 8 • 100 81 Jct TUKCCDRY 05/15/96 11:38am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST CANOPY DRY SYSTEM REMOTE AREA #1 TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Branchline No. 1D 22.0=5.38(16.72)-.5 A F 3 22.0 1.10 T A 22.3=5.38(17.10)-.5 F 4 44.3 1.10 T A 26.4=5.38(24.11)-.5 F 5 70.7 1.45 T A 28.0=5.38(26.98)-.5 F 6 98.6 1.45 1T T K -factor for Branchline No. 2D =-= 11.0 0.0 11.0 11.0 0.0 11.0 10.5 0.0 10.5 8.0 5.5 13.5 0.71661 PT PE 0.16958 PF PT PE 0.61786 PF PT PE 0.38685 PF PT PE PF PT 16.72 3 0.00 1.87 7.37 18.58 4 0.00 6.80 14.83 25.38 5 0.00 Notes C = 100 A01D A01D PV= 1.48 A01D 4.06 13.69 PV= 1.26 29.44 6 AO1D 0.00 9.67 19.11 PV= 2.46 39.11 9 Cross main Jct branchline no. 1d = 98.6/(39.11)-.5 = 15.77 A 20.4=5.43(14.09)-.5 F 7 20.4 1.10 T A 20.6=5.43(14.30r.5 F 8 41.0 1.10 1T T K -factor for branchline • 10.0 PT 0.0 PE 10.0 0.14747 PF 1.0 PT 4.6 PE 5.6 0.53526 PF PT C = 100 14.09 7 DR10 0.00 1.47 6.84 15.57 9 DR1D 0.00 2.99 13.73 PV= 1.27 18.55 9 Cross main Jct no. 2d = 41.0/(18.55)-.5 = 9.52 TUKCCDRY 05/15/96 11:38am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST CANOPY DRY SYSTEM REMOTE AREA #1 TUKWILA ,WA . Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main 1D K=25.29=15.77+9.52 A 32.4 PT 39.11 9 158.1=25.29(39.11)-.5 F 30.5 PE 0.00 9 158.1 2.15 7E T 62.9 0.25140 PF 15.82 13.92 PT 54.93 10 K -factor for Cross main 1D = 158.1/(54.93)-.5 = 21.33 C = 100 BL1D + BL2D Bulk Jct TUKCCDRY 05/15/96 11:38am Sheet Archer Construction Inc. Sprinkler Systems Hydrauic Flow Calculations TUKWILA COMMUNITY CENTER WEST CANOPY DRY SYSTEM REMOTE AREA #1 TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 100 _= A 140.0 PT 54.93 10 CM 10 158.1=21.33(54.93)-.5 F 4.4 PE 0.00 10 158.1 2.15 1E T 144.4 0.25134 PF 36.28 13.92 A 75.0 PT 91.21 11 F 29.7 PE 0.00 11 158.1 2.15 6E 2EE T 104.7 0.25134 PF 26.30 13.92 PT 117.52 18 Bulk _ C = 100 ==== A 3.0 PT 117.52 18 158.1=14.58(117.52)-.5 F 5.5 PE 0.00 18 158.1 3.35 1VE T 8.5 0.02917 PF 0.25 5.75 PT 117.76 19 Top of Riser Riser C = 100 A 25.0 PT 117.76 19 Top of Riser F 42.8 PE 6.32 (EL= 14.60 ft) 19 158.1 3.35 1DPV 1GV T 67.8 0.02917 PF 1.98 5.75 3VE 1VT PT 126.06 20 B.O.R. Riser C = 100 A 10.0 PT 126.06 20 Top of Riser F 37.1 PE 0.00 20 158.1 4.35 1ALV 2VE T 47.1 0.00818 PF 0.39 3.41 A 163.0 PT 126.45 21 F 71.8 PE 0.00 21 158.1 6.36 1806 8VE T 234.8 0.00129 PF 4.05 1.60 1806 = 3.74# PT 130.50 49 B.O.R. Under ground C = 140 = A 100.0 PT 130.50 49 B.O.R. 150.0 gpm = Hose F 107.6 PE 0.00 49 308.1 6.16 1GV 3E T 207.6 0.00278 PF 0.58 3.32 1T A 0.0 PT 131.07 50 500.0 gpm = Hose F 0.0 PE 0.00 50 808.1 6.16 T 0.0 0.00000 PF 0.00 8.70 r PT 131.07 51 Supply Jct Available flow at 131.07 psi is 3956.3 gpm which is 3148.2 gpm from curve. Supply pressure available with 808.1 gpm flowing is 145.21 psi, thus system requirement is 14.14 psi below supply curve. (9.7%) Sheet of Archer Construction I nc_ . 7855 South 206th St Kent, WA 98032 PROJECT INFORMATION Job_ TUKWILA COMMUNITY CENTER CENTER CANOPY DRY sYsTEM REMOTE AREA 42 TUKWILA,WA. Occupancy Ordinary Hazard Group II Density 0.20 gpm/sq.ft. Area of Operation 2156 square feet Area per Sprinkler 130 Square Feet Maximum Authority having Jurisdiction_ _ WASHINGTON SURVEY & RATING BUREAU Hose 150.0 gpm Inside Hose, 500.0 gpm Outside Hose System type_ _ Dry Water Supply _ 146.00 psi Static, 63.00 psi Residual 0 9000.0 gpm Sprinklers _ _ 1/2 inch orifice CALCULATION SUMMARY Demand 90.73 psi 0 536.1 gpm 0 B.O.R. 93.26 psi 0 1186.1 gpm 0 Supply 144.05 psi available 0 1186.1 gpm Demand is below curve by 50.79 psi Notes: 2156 SQ.FT. IS THE AREA OF THE CENTER CANOPY TUKCQRY2 05/15/96 11:47am •1 g • P1/411111111r0 C PS I ) g1, 1, 8 1 S Sheet .o• t Static = 146.00 psi, Residual = 63.00 psi at a flow of 9000.0 gpm. Demand at BOR = 90.73 psi with 536.1 gpm flowing. System demand = 93.26 psi with 1186.1 gpm flowing. Pressure available = 144.05 psi when 1186.1 gpm is flowing. Demand is below curve by 50.79 psi. (35.3%) Sheet Archer Construction Inc. Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow EE Forty five degree elbow VE Victaulic ninety degree elbow 806 Backflow: Febco Backflow Model 805Y DPV Dry pipe valve GV Gate valve Description of Other abbreviations Code Description BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction PV Velocity Pressure .5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length 7UKCDRY2 05/15/96 11:50am Sheet Archer Construction Inc Sprinkler Systems Hydrauli'c Flow Calculations TUKWILA COMMUNITY CENTER CENTER CANOPY DRY SYSTEM REMOTE AREA #2 TUKWILA,WA. Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 BL1 BL1 BL2 BL3 CM1 CM1 CM1 CM1 CM2 CM2 CM2 CM2 CM3 CM3 CM3 CM3 BU1 BU1 RI1 20 RI2 48 UG1 49 UG1 1.104 1.104 1.104 1.104 1.452 1.687 2.154 2.154 1.104 2.154 2.727 2.727 1.104 2.154 2.727 2.727 3.352 3.352 3.352 6.357 6.160 6.160- 7.5 .160 7.5 2.5 2.5 3.5 14.5 12 .3 9.0 4.0. 8.5 5.9 12.4 21.0 8.5 5.9 12.5 6.5 13.0 3.0 25.0 5.6 5.6 5.6 5.6 BL1 BL1 BL1 BL2 BL3 CM1 BL3 BL3 BL3 CM1 BL3 BL3 CM2 BU1 163.0 RI1 100.0 RI2 0.0 15.72 0.00 0.00 0.00 7.00 0.00 16.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O .00 0.00 0.00 0.00 O .00 0.00 0.00 0.00 0.00 0.00 O .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CM3 0.00 0.00 0.00 0.00 0.00 14.60 0.00 0.00 0.00 0.00 0.00 0.00 0.0 100 20 0.0 100 20 1T 0.0 100 20 1T 0.0 100 20 2E,1T 0.0 100 20 0.4 100 20 0.0 100 20 O .0 100 20 lEE,1T 0.0 100 20 O .0 100 20 0.0 100 20 0.0 100 20 1E,1T O .0 100 20 0.0 100 20 0.0 100 20 0.0 100 20 1T 0.0 100 20 1EE,2VE O C 100 20 1VE 0.0 100 20 1DPV,1GV,3VE,1T 0.0 100 20 1806,8VE 150.0 140 16 1GV,3E,1T 500.0 140 16 TUKCDRY2 05/15/96 11:50am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER CENTER CANOPY DRY SYSTEM REMOTE AREA #2 TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Branchline No. 1 Notes C = 100 = A 7.5 PT 15.72 1 End head 22.2=5.60(15.72)-.5 F 0.0 PE 0.00 1 22.2 1.10 T 7.5 0.17248 PF 1.29 7.44 A 2.5 PT 17.01 2 22.1=5.60(15.53)-.5 F 4.6 PE 0.00 2 44.3 1.10 1T T 7.1 0.61841 PF 4.38 14.84 PV= 1.48 PT 21.39 5 Cross main Jct K -factor for branchline no. 1 = 44.3/(21.39)-.5 = 9. 8 at Hyd Ref Pts 5 6 7. Branchline No. 2 C = 100 A 2.5 PT 7.00 3 End head 14.8=5.60(7.00)-.5 F 4.6 PE 0.00 14.8 1.10 17 T 7.1 0.08161 PF 0.58 4.97 PT 7.58 8 Cross main Jct K -factor for branchline no. 2 = 14.8/(7.58)".5 = 5.38 Branchline No. 3 C = 100 A 3.5 PT 16.00 4 End head 22.4=5.60(16.00)-.5 F 8.2 PE 0.00 22.4 1.10 2E 1T T 11.7 0.17532 PF 2.06 7.51 PT 18.06 9 Cross main Jct K -factor for branchline no. 3 = 22.4/(18.06)-.5 = 5.27 at Hyd Ref Pts 9 11 12 13 15 16 TUKCDRY2 05/15/96 11:50am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER CENTER CANOPY DRY SYSTEM REMOTE AREA #2 TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main 1 C = 100 = A 14.5 PT 21.39 5 BL1 44.3=9.58(21.39)-.5 F 0.0 PE 0.00 5 44.3 1.45 T 14.5 0.16301 PF 2.36 8.58 A 12.3 PT 23.76 6 BL1 45.6=9.58(22.64)-.5 F 0.0 PE 0.00 6 89.9 1.69 T 12.3 0.29059 PF 3.57 12.90 PV= 1.12 A 9.0 PT 27.33 7 BL1 49.2=9.58(26.32)^.5 F 0.0 PE 0.00 7 139.0 2.15 T 9.0 0.19809 PF 1.78 12.24 PV= 1.01 A 4.0 PT 29.11 8 BL2 28.3=5.38(27.65)-.5 F 10.5 PE 0.00 8 167.3 2.15 1EE 1T T 14.5 0.27901 PF 4.03 14.73 PV= 1.46 PT 33.15 10 Bulk Jct K -factor for Cross main 1 = 167.3/(33.15)-.5 = 29.06 at Hyd Ref Pts 10 14 Cross main 2 (Beginning pressure increased due to Hyd Ref Pt 10) C = 100 A 8.5 PT 32.61 9 BL3 30.1=5.27(32.61)-.5 F 0.0 PE 0.00 9 30.1 1.10 T 8.5 0.30288 PF 2.57 10.09 A 5.9 PT 35.19 10 CM 1 167.3=29.06(33.15)-.5 F 0.0 PE 0.00 10 197.4 2.15 T 5.9 0.37904 PF 2.24 17.38 PV= 2.03 A 12.4 PT 37.42 11 BL3 31.8=5.27(36.36)-.5 F 0.0 PE 0.00 11 229.2 2.73 T 12.4 0.15839 -PF 1.96 12.59 PV= 1.07 A 21.0 PT 39.39 12 BL3 32.5=5.27(38.00)-.5 F 20.9 PE 0.00 12 261.7 2.73 1E 1T T 41.9 0.20241 PF 8.47 14.37 PV= 1.39 PT 47.86 17 Bulk Jct K -factor for Cross main 2 = 261.7/(47.86)-. = 37.83 TUKCDRY2 05/15/96 11:50am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER Pipe Flow Dia Fitting No (gpm) (inch) and Dev CENTER CANOPY DRY SYSTEM REMOTE AREA #2 TUKWILA,WA. Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) Cross main 3 (Beginning pressure A 30.1=5.27(32.60-.5 .5 F 13 30.1 1.10 T A 167.3=29.06(33.15)-.5 F 14 197.4 2.15 T A 31.8=5.27(36.36)-.5 F 15 229.2 2.73 T A 32.5=5.27(38.00-. F 16 261.7 2.73 1T T increased 8.5 0.0 8.5 5.9 0.0 5.9 12.5 0.0 12.5 6.5 13.9 20.4 K --factor for Cross main 3 = 261 due to PT PE 0.30288 PF PT PE 0.37904 PF PT PE 0.15839 PF PT PE 0.20242 PF PT Notes Hyd Ref Pt 14) C = 100 32.61 13 BL3 0.00 2.57 10.09 35.19 14 CM 1 0.00 2.24 17.38 PV= 2.03 37.42 15 BL3 0.00 1.98 12.59 PV= 1.07 39.40 16 BL3 0.00 4.13 14.38 PV= 1.39 43.53 17 Bulk Jct 7/(43.53)^.5 = 39.66 'TUKCDRY2 05/15/96 11:50am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER CENTER CANOPY DRY SYSTEM REMOTE AREA #2 TUKWILA , WA . Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 100 K=77.49=37.83+39.66 A 13.0 PT 47.86 17 CM 2 + CM 3 536.1=77.49(47.86)-.5 F 14.3 PE 0.00 17 536.1 3.35 1EE 2VE T 27.3 0.27926 PF 7.62 19.49 A 3.0 PT 55.48 18 F 5.5 PE 0.00 18 536.1 3.35 1VE T 8.5 0.27926 PF 2.37 19.49 PT 57.85 19 Top of Riser Riser C = 100 A 25.0 PT 57.85 19 Top of Riser F 45.0 PE 6.32 (EL= 14.60 f t ) 19 530.1 3.35 1DPV 1GV T 70.0 0.27926 PF 19.56 19.49 3VE 1T PT 83.73 20 B.Q.R. Riser C = 100 A 163.0 PT 83.73 20 Top of Riser F 71.8 PE 0.00 20 536.1 6.36 1606 8VE T 234.8 0.01237 PF 7.00 5.42 1B06 = 4.10# PT 90.73 48 B.O.R. Under ground C = 140 A 1.00.0 PT 90.73 48 B.O.R. 150.0 gpm = Hose F 107.6 PE 0.00 48 686.1 6.16 1GV 3E T 207.6 0.01221 PF 2.54 7.39 1T A 0.0 PT 93.26 49 500.0 gpm = Hose F 0.0 PE 0.00 49 1186.1 6.16 T 0.0 0.00000 PF 0.00 12.77 PT 93.26 50 Supply Jct Available flow at 93.26 psi is 7043.5 gpm which is 5857.4 gpm from curve. Supply pressure available with 1186.1 gpm flowing is 144.05 psi, thus system requirement is 50.79 psi below supply curve. (35.3%) Sheet of Archer Construction Inc. 7855 South 206th St Kent, WA 98032 emPotw 0&/ Job: TUKCC--1 PROJECT INFORMATION Job_ TUKWILA COMMUNITY CENTER WEST ZONE TUKWILA,WA. Occupancy Ordinary Hazard Group II Density 0.17 gpm/sq.ft. Area of Operation 3000 square feet Area per Sprinkler 130 Square Feet Maximum Authority having Jurisdiction_ _ WASHINGTON SURVEY & RATING BUREAU Hose 150.0 gpm Inside Hose, 500.0 gpm Ou.side Hose System type_ _ Wet Water Supply _ 146.00 psi Static, 63.00 psi Residual @ 10000.0 gpm Sprinklers _ _ 1/2 inch orifice CALCULATION SUMMARY Demand 105.52 psi 0 844.1 gpm @ B.O.R. 109.59 psi 0 1494.1 gpm 0 Supply 143.54 psi available @ 1494.1 gpm Demand is below curve by 33.95 psi Notes: 1 TUKCC,--1 05/15/96 11:26am '1 Pres surs CPSI3 g4, 1, I g } 1 { Sheet 4 Static = 146.00 psi, Residual = 63.00 psi at a flow of 10000.0 gpm. Demand at BOR = 105.52 psi with 844.1 gpm flowing. System demand = 109.59 psi with 1494.1 gpm flowing. Pressure available = 143.54 psi when 1494.1 gpm is flowing. Demand is below curve by 33.95 psi. (23.7%) R; 1 tq! l lsAti .as;'M 2 1 Sheet Archer Construction Inc. Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow VEE Victaulic forty five degree elbow ALV Alarm valve: Grinnell F200, F2001 B06 Backflow: Febco Backflow Model 805Y GV Gate valve Description of Other abbreviations Code Description DR Drop BL Branch Line RN Riser Nipple CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction PV Velocity Pressure -.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length 'TUKCC--1 05/15/96 11:29am Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST ZONE TUKWILA,WA. Raw data previous to any calculations No. Code Diam Length 1 2 3 4 5 6 '7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 DR1 DR2 BL1 BL2 RN1 BL3 BL4 BL4A BL4A BL4B BL4B BL4B BL5 BL 5 RN2 BL6 BL6 BL7 BL8 BL8 BL8 BL9 BL9 BL10 BL11 BL11 BL11 CM1 CM1 CM1 CM2 CM2 CM2 CM3 CM3 CM3 CM3 CM3 CM3 CM3 CM3 CM3 CM4 CM4 BU1 BU1 RI1 RI1 1.104 1.104 1.104 1.104 1.452 1.104 1.104 1.104 1.104 1.452 1 .687 1 .687 1.104 1.104 1.452 1.104 1.104 1.104 1.104 1.104 1.452 1.104 1.104 1.104 1.104 1.104 1.687 1.452 1.687 2.154 2.154 2.154 2.727 1.452 3.352 3.352 3.352 3.352 3.352 3.352 4.352 4.352 4.352 4.352 4.352 4.352 4.352 6.357 Sheet Kfacl Kfac2 Press Elev Hose HW Vel Fittings 3.0 5.6 4.0 5.6 9.0 DR1 2.0 DR1 2.0 BL1 9.0 DR1 6.0 DR2 6.0 DR2 1.0 DR2 9.0 BL4 9.0 DR1 2.0 DR1 10.0 DR1 2.0 DR1 2.0 BL3. 7.0 DR2 6.0 DR2 0.5 DR2 7.0 DR2 6.0 DR2 0.5 DR2 9.0 DR2 2.0 DR2 1.0 DR2 7.5 DR2 12.5 DR2 27.5 16.0 BL1 13.0 RN1 9.0 RN1 16.0 BL3 13.0 RN2 9.0 RN2 9.0 BL6 5.9 1.0 CM1 5.5 BL8 9.5 BL9 4.5 BL9 2.0 BL10 8.0 CM2 40.0 BL10 6.3 CM3 12.0 BL11 140:0 CM4 44.9 10.0 BU1 163.0 14.63 -3.00 7.00 -4.00 0.00 0.00 0.00 0.00 BL2 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 BL4A 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 BL5 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 BL2 0.00 0.00 0.00 0.00 0.00 0.00 BL4B 0.00 0.00 0.00 0.00 0.00 0.00 BL7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.50 0.00 0.00 0.0. O .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O .0 0.0 0.0 0.0 0.0 O .0 0.0 0.0 0.0 0.0 0.0 o.0 0.0 0.0 0.0 O .0 0.0 0.0 0.0 0.0 0.0 O .0 120 120 120 120 120 120 120 120 120 120 1.20 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 20 1E,17 20 1E,1T 20 1T 20 1T 20 1E,17 20 1T 20 20 20 1T 20 1E,1T 20 1T 20 1T 20 20 1T 20 1E,1T 20 20 1T 20 1T 20 20 20 1T 20 20 1T 20 1T 20 20 20 1T 20 2E 20 20 1E,1T 20 20 20 1VE,1T 20 20 20 20 20 20 20 20 20 1VT 20 20 20 20 20 20 2VE 1VE 3VE,2VEE,1GV 1ALV,2VE 1806,8VE TUKCC-=1 05/15/96 11:29am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST ZONE TUKWILA,WA. Raw data previous to any calculations No. Code Diam Length Kfac1 Kfac2 Press Elev Hose HW Vel Fittings 49 UG1 6.160 60.0 RI1 0.00 0.00 150.0 140 16 1GV,3E,1T 50 UG1 6.160 0.0 0.00 '0.00 500.0 140 16 .TUKCC--1 05/15/96 11:29am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST ZONE TUKWILA ,WA . Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref. (fps) Notes Drop 1 C = 120 A 3.0 PT 14.63 1 21.4=5.60(14.63)-.5 F 9.0 PE -1.30 1 21.4 1.10 1E 1T T 12.0 0.11518 PF 1.38 PT 14.71 Drop 2 K -factor for drop 1 = 21.4/(14.71)-.5 = 5.58 at Hyd Ref Pts 3 4 6 11 12 13 14 A 4.0 PT 7.00 (EL= -3.00 f t ) 7.18 3 B1 Jct C = 120 14.8=5.60(7.00)-.5 F 9.0 PE -1.73 (EL= -4.00 f t ) 2 14.8 1.10 1E 1T T 13.0 0.05824 PF 0.76 4.97 PT 6.02 7 81 Jct K -factor for drop 2 = 14.8/(6.02)-.5 = 6.03 at Hyd Ref Pts 7 8 9 16 17 18 19 20 21 22 23 24 25 26 TUKCC---1 05/15/96 11:29am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST ZONE TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 C = 120 A 9.0 PT 14.71 3 DR1 21.4=5.58(14.71)-.5 F 6.4 PE 0.00 3 21.4 , 1.10 1T T 15.4 0.11499 PF 1.77 7.17 PT 16.48 28 Riser Nipple Jct K -factor for branchline no. 1 = 21.4/(16.48)".5 = 5.27 at Hyd Ref Pts 28 5 Branchline No. 2 C = 120 A 2.0 PT 14.71 4 DR1 21.4=5.58(14.71)-.5 F 6.4 PE 0.00 4 21.4 1.10 1T T 8.4 0.11499 PF 0.97 7 17 PT 15.68 28 Riser Nipple Jct K -factor for branchline no. 2 = 21.4/(15.68)-.5 = 5.40 at Hyd Ref Pts 28 5 Riser Nipple (Top of RN =Branchline 1 + Branchline 2) C = 120 K=10.68=5.28+5.40 A 2.0 PT 16.48 5 BL1 + BL2 43.4=10.68(16.48)-.5 F 11.5 PE 0.87 (EL= 2.00 f t ) 5 43.4 1.45 1E 1T T 13.5 0.11173 PF 1.51 8.40 PT 18.86 29 Bot of R.nip K -factor for riser nipple = 43.4/(18.86)-.5 = 9.99 at Hyd Ref Pts 29 30 Branchline No. 3 = A 9.0 PT 14.71 21.4=5.58(14.71)-.5 F 6.4 PE 0.00 21.4 1.10 1T T 15.4 0.11499 PF 1.77 PT 16.48 C = 120 DR1 7.17 31 Riser Nipple Jct K -factor for branchline no. 3 = 21.4/(16.48)-.5 = 5.27 at Hyd Ref Pts 31 15 Branchline No. 4 C = 120 A 6.0 PT 6.02 7 DR2 14.8=6.03(6.02)-.5 F 0.0 PE 0.00 7 14.8 1.10 T 6.0 0.05813 PF 0.35 4.96 PT 6.37 10 Cross main Jct K -factor for branchline no. 4 = 14.8/(6.37)".5 = 5.86 TUKCC--. 05/15/96 11:29am Sheet Archer Construction Inc. .Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST ZONE, TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 4A (Beginning pressure increased due to Hyd Ref Pt 9) C = 120 A 6.0 PT 6.35 8 DR2 15.2=6.03(6.35)-.5 F. 0.0 PE 0.00 8 15.2 1.10 T 6.0 0.06101 PF 0.37 5.09 A n.0 PT 6.71 9 DR2 14.8=6.03(6.03)-.5 F 6.4 PE 0.00 9 30.0 1.10 1T T 7.4 0.21491 PF 1.59 10.06 PV= 0.68 PT 8.31 10 Cross main Jct K -factor for branchline no. 4a = 30.0/(8.31)-.5 = 10.41 Branchline No. 4B (Beginning pressure increased due to Hyd Ref Pt 11) C = 120 K=16.27=5.86+10.41 A 9.0 PT 11.86 10 BL4 + BL4A 56.0=16.27(11.86)-.5 F 11.5 PE 0.00 10 56.0 1.45 1E 1T T 20.5 0.17967 PF 3.69 10.86 A 9.0 PT 15.55 11 DR1 21.4=5.58(14.72)^.5 F 10.0 PE 0.00 11 77.4 1.69 1T T 19.0 0.15745 PF 3.00 11.11 PV= 0.83 A 2.0 PT 18.54 12 DR1 23.1=5.58(17.14)-.5 F 10.0 PE 0.00 12 100.5 1.69 1T T 12.0 0.25.522 PF 3.07 14.43 PV= 1.40 PT 21.62 31 Cross main Jct K -factor for branchline no. 4b = 100.5/(21.62)-.5 = 21.62 Branchline No. 5 (Beginning pressure increased due to Hyd Ref ;Pt 14) • C = 120 A 10.0 PT 14.94 13 DR1 21.6=5.58(14.94)-.5 F 0.0 PE 0.00 13 21.6 1.10 T 10.0 0.11666 PF 1.17 7.23 A 2.0 Pt 16.11 14 DR1 21.4=5.58(14.71)-.5 F 6.4 PE 0.00 14 43.0 1.10 1T T 8.4 0.41761 PF 3.51 14.40 PV= 1.40 PT 19.62 15 Riser Nipple Jct K -factor for branchline no. 5 = 43.0/(19.62)".5 = 9.71 Riser Nipple (Top of RN =Branchline 3 + Branchline 5) C.= 120 K=14.98=5.27+9.71 A 2.0 PT 19.62 15 BL3`+ BL5 66.4=14.98(19.62)-.5 F 11.5 PE 0.87 (EL= 2.00 ft) 15 66.4 1.45 1E 1T T 13.5 0.24562 PF 3.32 12.86 PT 23.81 32 Bot of R.nip K -factor for riser nipple = 66.4/(23.81)-.5 = 13.61 at Hyd Ref Pts 32 33 TUKCC-=1 05/15/96 11:29am Sheet Archer Construction Inc. Sprinkler Systems; Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST ZONE TUKWILA,WA. Pipe Flow Dia Fitting 'Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 6 (Beginning pressure increased due to Hyd Ref Pt 17) C = 120 A 7.0 PT 6.28 16 DR2 15.1=6.03(6.28)-.5 F 0.0 PE 0.00 16 15.1 1.10 T 7.0 0.06044 PF 0.42 5.07 A 6.0 PT 6.71 17 DR2 14.8=6.03(6.03)-.5 F 6.4 PE 0.00 17 29.9 1.10 1T T 12.4 0.21384 PF 2.65 10.03 PV= 0.68 PT 9.36 34 Cross main Jct K -factor for branchline no. 6 = 29.9/(9.36)-.5 = 9.77 Branchline No. 7 C = 120 ___= A 0.5 PT 6.02 18 DR2 14.8=6.03(6.02)-.5 F 6.4 PE 0.00 18 14.8 1.10 1T T 6.9 0.05813 PF 0.40 4.96 PT 6.43 34 Cross main Jct K -factor for branchline )4o. 7 = 14.8/(6.43)-.5 = 5.84 Branchline No. 8 (Beginning pressure increased due to Hyd'Ref,Pt 20) C = 120 A 7.0 PT 6.28 19 DR2 15.1=6.03(6.28)-.5 F 0.0 PE 0.00 19 15.1 1.10 T 7.0 0.06044 PF 0.42 5.07 A 6.0 PT 6.71 20 DR2 14.8=6.03(6.03)-.5 F 0.0 PE 0.00 20 29.9 1.10 T 6.0 0.21384 PF 1.28 10.03 PV= 0.68 A 0.5 PT 7.99 21 DR2 16.5=6.03(7.45)-.5 F 7.7 PE 0.00 21 46.4 1.45 1T T 8.2 0.12665 PF 1.04 8.99 PV= 0.54 PT 9.03 37 Cross main Jct K -factor for branchline no. 8 = 46.4/(9.03)x.5 = 15.44 Branchline No. 9 (Beginning pressure increased due to Hyd Ref Pt 23) C = 120 A 9.0 PT 6.17 22 DR2 15.0=6.03(6.17)-.5 F 0.0 PE 0.00 22 15.0 1.10 T 9.0 0.05939 PF 0.53 5.02 A 2.0 PT 6.70 23 DR2 14.8=6.03(6.03)-.5 F 6.4 PE 0.00 23 29.8 1.10 1T T 8.4 0.21195 PF 1.78 9.98 PV= 0.67 PT 8.48 38 Cross main Jct K -factor for branchline no. 9 = 29.8/(8.48)"'.5 = 10.23 at Hyd Ref Pts 38 39 •TUKCC--1 05/15/96 11:30am Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST ZONE TUKWILA,WA. Pipe' Flow Dia Fitting Length Fr Loss No (gpm) (inch) and Dev (ft) (psi/ft) Branchline No. 10 A 1.0 PT 14.8=6.03(6.02)-.5 F 6.4 PE 24 14.8 1.10 1T T 7.4 0.05813 PF PT Sheet Press... Hyd Vel (psi) Ref (fps) 6.02 24 0.00 0.43 6.45 40 K -factor for branchline no. 10 = 14.8/(6.45)-.5 = 5.83 at Hyd Ref Pts 40 42 Branchline No. 11 (Beginning pressure A 7.5 0.0 7.5 12.5 0.0 12.5 27.5 10.0 37.5 15.1=6.03(6.25)-.5 F 25 15.1 1.10 T A 14.8=6.03(6.03)-.5 F 26 29.9 1.10 T A F 27 29.9 1.69 1T T Notes C = 120 DR2 4.96 Cross main Jct increased due to Hyd Ref Pt 26) C = 120 0.06013 0.21320 0.02704 PT PE PF PT PE PF PT PE PF PT 6.25 25 DR2 0.00 0.45 5.05 6.70 26 DR2 0.00 2.67 10.01 PV= 0.67 9.36 27 0.00 1.02 4.29 10.38 44 Cross main Jct K -factor for branchline no. 11 = 29.9/(10.38)-.5 = 9.28 TUKCC".1 05/15/96 11:30am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations Pipe Flow Dia No (gpm) (inch) TUKWILA COMMUNITY CENTER TUKWILA,WA. Fitting Length Fr Loss and Dev (ft) (psi/ft) Cross main 1 (Beginning pressure increased due to K=10.68=5.28+5.40 A 16.0 44.3=10.68(17.18)-.5 F 7.7 28 44.3 1.45 2E T 23.7 0.11607 A 13.0 43.4=9.99(18.86)-.5 F 0.0 29 87.7 1.69 T 13.0 0.19800 A 9.0 46.4=9.99(21.56)-.5 F 18.3 30 134.1 2.15 1E 1T T 27.3 0.13219 PT PE PF PT PE PF PT PE PF PT K -factor for Cross main 1 = 134.1/(26.11)- Cross 34.1/(26.11)" Cross main 2 .(Beginning pressure K=26.89=5.27+21.62 A 131.2=26.89(23.82)-.5 F 31 131.2 2.15 T A 66.4=13.61(23.81)-.5 F 32 197.6 2.15 T A 71.9=13.61(27.90)"'.5 F 33 269.5 2.73 1VE 1T T increased 16.0 0.0 16.0 13.0 0.0 13.0 9.0 26.0 35.0 WEST ZONE Press Hyd Vel (psi) Ref (fps), Hyd Ref . Pt 29) 17.18 28 0.00, 2.75 8.57 19.93 29 0.00 2.57 22.50 30 0.00 Notes C = 120 BL1 + BL2 RN#5 12.58 PV= 1.07 RN#5 3.61 11.80 PV= 0.94 26.11 36 Bulk Jct .5 = 26.24 due to PT PE 0.12705 PF PT PE 0.27103 PF PT PE 0.15253 PF PT Hyd Ref Pt 32) 23.82 31 0.00 2.03 11.55 C = 120 BL3 + BL4B 25.85 32 RN#15 0.00 3.52 29.37 33 0.00 5.33 14.80 PV= 1.47 34.70 41 Bulk Jct 17.40 PV= 2.Q4 RN#15 I K -factor for Cross main 2 = 269.5/(34.70)-.5 = 45.75 'TUKCC--1 05/15/96 11:30am Sheet Archer Construction -Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST ZONE TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev • (ft) (psi/ft) (psi) Ref (fps) Notes Cross main.3 (Beginning pressure increased due to Hyd Ref Pt 41) C = 120 K=15.61=9.77+5.84A 9.0 PT 30.38 34 BL6 + 8L7 86.1=15.61(30.38)".5 F 0.0 PE 0.00 34 86 1 1 45 T 9.0 0.39730 PF 3.58 16.67 A 5.9 PT 33.95 35 F 0.0 PE 0.00 35 86.1 3.35 T 5.9 0.00676 PF 0.04 3.13 A 1.0 PT 33.99 36 CM 1 151.9=26.24(33.49)^.5 F 0.0 PE 0.00 36 237.9 3.35 T 1.0 0.04434 PF 0.04 8.65 PV= 0.50 A 5.5 PT 34.04 37 BL8 88.8=15.44(33.09)-.5 F 0.0 PE 0.00 37 326.8 3.35 T 5.5 0.07975 PF 0.44 11.88 PV= 0.95 A 9.5 PT 34.48 38 BL9 58.9=10.23(33.15)-.5 F 0.0 PE 0.00 38 385.7 3.3.5 T 9.5 0.10837 PF 1.03 14.02 PV= 1.32 A 4.5 PT 35.51 39 BL9 59.4=10.23(33.74)-.5 F 0.0 PE 0.00 39 445.1 3.35 T 4.5 0.14127 PF 0.64 16.18 PV= 1.76 A 2.0 PT 36.14 40 BL10 34.0=5.83(34.10)-.5 F 0.0 PE 0.00 40 479.1 3.35 T 2.0 0.16189 PF 0.32 17.42 PV= . 2.04 A 8.0 PT 36.47 41 CM 2 269.5=45.75(34.71)-.5 F 0.0 PE 0.00 41 748.6 4.35 T 8.0 0.10367 PF 0.83 16.15 PV= 1.75 A 40.0 PT 37.30 42 BL10 34.7=5.83(35.38)-.5 F 23.4 PE 0.00 42 783.3 4.35 1VT T 63.4 0.11272 PF 7.14 16.89 PV= 1.92 PT 44.44 43 Bulk Jct K -factor for Cross main 3• = 783.3/(44.44)-.5 = 117.50 Cross main 4 C = 120 A 6.3 PT 44.44 43 CM 3 783.3=117.50(44,44)^.5 F 0.0 PE 0.00 43 783.3 4.35 T 6.3 0.11272 PF 0.71 16.89 A 12.0 PT 45.15 44 BL11 60.8=9.28(42.92)-.5 F 19.9 PE 0.00 44 844.1 4.35 2VE T 31.9 0.12944 PF 4.13 18.21 PV= 2.23 PT 49.28 45 Bulk Jct K -factor for Cross main 4 = 844.1/(49.28)^.5 = 120.25 TUKCC-=1 05/15/96 11:31am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST ZONE TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 ==== A 140.0 PT 49.28 45 CM 4 844.1=120.25(49.28)-.5 F 9.9 PE 0.00 45 844.1 4.35 1VE T 149.9 0.12944 PF 19.41 18.21 A 44.9 PT 68.68 46 F 42.7 PE 0.00 46 844.1 4.35 3VE 2VEE T 87.6 0.12944 PF 11.33 18.21 1GV PT 80.02 47 Top of Riser Riser C = 120 A 10.0 PT 80.02 47 Top of Riser F 52.0 PE 7.14 (EL= 16.50 ft) 47 844.1 4.35 1ALV 2VE T 62.0 0.12944 PF 8.03 18.21 A 163.0 PT 95.19 48 F 100.6 PE 0.00 ,48 844.1 6.36 1806 8VE T 263.6 0.02045 PF 10.33 8.53 1606 = 4.94# PT 105.52 49 B.O.R. Under ground' C = 140 A 60.0 PT 105.52 49 B.O.R. 150.0 gpm = Hose F 107.6 PE 0.00 49 994.1 6.16 1GV 3E T 167.6 0.02425 PF 4.06 10.70 1T A 0.0 PT 109.59 50 500.0 gpm = Hose F 0.0 PE 0.00 50 1494.1 6.16 T 0.0 0.00000 PF 0.00 16.08 PT 109.59 51 Supply Jct Available flow at 109.59 psi is 6405.7 gpm which is 4911.6 gpm from curve. Supply pressure available with 1494.1 gpm flowing is 143.54 psi, thus system requirement is 33.95 psi below supply curve. (23.6%) Sheet of Archer Construction Inc. 7855 South 206th St Kent, WA 98032 Job: TUKCCGYM PROJECT INFORMATION Job_ TUKWILA COMMUNITY CENTER GYM REMOTE OTE iREFl #2 WET SYSTEM TUKWILA,WA. Occupancy Ordinary Hazard Group II Density 0.17 gpm/sq.ft. Area of Operation 3000 square feet Area per Sprinkler 130 Square Feet Maximum Authority having Jurisdiction_ _ WASHINGTON SURVEY & RATING BUREAU Hose 150.0 gpm Inside Hose, 500.0 gpm Outside Hose System type_ _ Wet Water Supply _ 146.00 psi Static, 63.00 psi Residual 0 10000.0 gpm Sprinklers _ 1/2 inch orifice CALCULATION SUMMARY Demand 110.35 psi 0 654.6 gpm 0 B.O.R. 113.75 psi 0 1304.6 gpm 0 Supply 144.08 psi available 0 1304.6 gpm Demand is below curve by 30.33 psi Notes: TUKC?G'YM 05/15/96 11:40am '1 f • r L Sheet Prissurs (PSI) saosi 11 Pim { ♦ Y r Static = 146.00 psi, Residual = 63.00 psi at a flow of 10000.0 gpm. Demand at BOR = 110.35 psi with 654.6 gpm flowing. System demand = 113.75 psi with 1304.6 gpm flowing. Pressure available = 144.08 psi when 1304.6 gpm is flowing. Demand is below curve by 30.33 psi. (21.1%) IiiIITT* I! 'W jsi 1 Sheet. Archer Construction Inc. Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow VEE Victaulic forty five degree elbow ALV Alarm valve: Grinnell F200, F2001 806 Backflow: Febco Backflow Model 805Y GV Gate valve Description of Other abbreviations Code Description BL Branch Line RN Riser Nipple CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction PV Velocity Pressure -.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length ( TUKCCGYM 05/15/96 11:44am No. Code 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 47 48 49 50 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL2 BL2 BL2 BL2 BL2 BL2 RN1 CM1 CM1 BU1 BU1 BU1 BU1 BU1 RI1 RI1 UG1 UG1 Archer Construction Inc. Sprinkler Systems' Hydraulic Flow Calculations Sheet TUKWILA COMMUNITY CENTER GYM REMOTE AREA #2 WET SYSTEM TUKWILA,WA. Raw data previous Diam Length Kfac1 1.452 1.452 1.452 1.687 1.687 2.154 2.154 1 .452 1.452 1.452 1.687 1 .687 2.154 2.727 4.352 4.352 4.352 4.352 4.352 4.352 4.352 4.260 6.357 6.160 6.160 10.5 5.6 10.5 5.6 10.5 5.6 10.5 5.6 10.5 5.6 10.5 5.6 4.3 5.6 10.5 5.6 10.5 5.6 10.5 5.6 10.5 5.6 10.5 5.6 6.3 5.6 4.0 BL1 11.0 RN1 32.0 RN1 61.0 CM1 13.5 41.0 13.0 95.0 10.0 BU1 163.0 100.0 RI1 0.0 to any calculations Kfac2 Press Elev Hose HW Vel Fittings 14.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00. 0.00 0.00 0.00 0.00 14.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 BL2 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.G 0.0 0.0 0.0 150.0 500.0 100 20 100 20 100 20 100 20 100 20 100 20 100 20 1T. 100 20 100 20 100 20 100 20 100 20 100 20 1T 100 20 1T 100 20 100 20 1VT 100 20 1VE 100 20 2VE,1VT 100 20.1VE 100 20 1VE,1VEE,1VT 100 20 2VE,1GV,1VT 100 20 1ALV,2VE 100 20 1B06,8VE 140 16 1GV,3E,1T 140 16 TUKCCGYM 05/15/96 11:44am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER GYM REMOTE AREA #2 WET SYSTEM TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 C = 100 A 10.5 PT 14.63 1 End head 21.4=5.60(14.63)-.5 F 0.0 PE 0.00 1 21.4 1.45 T 10.5 0.04250 PF 0.45 4.15 A 10.5 PT 15.08 2 21.4=5.60(14.61)-.5 F 0.0 PE 0.00 2 42.8 1.45 T 10.5 0.15312 PF 1.61 8.30 PV= 0.46 A 10.5 PT 16.68 3 22.1=5.60(15.62)-.5 F 0.0 PE 0.00 3 65.0 1.45 T 10.5 0.33093 PF 3.47 12.59 PV= 1.07 A 10.5 PT 20.16 4 24.5=5.60(19.05)-.5 F. 0.0 PE 0.00 4 89.4 1.69 T 10.5 0.28778 PF 3.02 12.83 PV= 1.11 A 10.5 PT 23.18 5 25.9=5.60(21.34)-.5 F 0.0 PE 0.00 5 115.3 1.69 T 10.5 0.46053 PF 4.84 .16.55 PV= 1.84 A 10.5 PT 28.02 6 29.1=5.60(26.93)-.5 F 0.0 PE 0.00 6 144.3 2.15 T 10.5 0.21233 PF 2.23 12.71 PV= 1.09 A 4.3PT 30.25 7 30.0=5.60(28.66)-. 5 F 8.7 . PE 0.00 7 174.3 21.15 17 T 13.0 0.30106 PF 3.92 15.35 PV= 1.58 PT 34.17 14 Riser Nipple Jct K -factor for branchl i ne no. 1 = 174.3/(34.17)-.5 = 29.82 TUKCCGYM 05/15/96 11:44am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER GYM REMOTE AREA #2 WET SYSTEM TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 2 C = 100 A 10.5 PT 14.63 8 End head 21.4=5.60(14.63) .5 F 0.0 PE 0.00 8 21.4 1.45 T 10.5 0.04250 PF 0.45 4.15 A 10.5 PT 15.08 9 21.4=5.60(14.61)-.5 F 0.0 PE 0.00 9 42.8 1.45 T 10.5 0.15312 PF 1.61 8.30 PV= 0.46 A 10.5 PT 16.68 10 22.1=5.60(15.62)^.5 F 0.0 PE 0.00 10 65.0 1.45 T 10.5 0.33093 PF 3.47 12.59 PV= 1.07 A 10.\5 PT 20.16 11 24.5=5.60(19.05)-.5 F 0.0 PE 0.00 11 89.4 1.69 T 10.5 0.28778 PF 3.02 12.83 PV= 1.11 A 10.5 PT 23.18 12 25.9=5.60(21.34)-.5 F 0.0 PE 0.00 12 115.3 1.69 T 10.5 0.46053 PF 4.84 16.55 PV= 1.84 A 6.3 PT 28.02 13 29.1=5.60(26.93)-.5 F 8.7 PE 0.00 13 144.3 2.15 1T T 15.0 0.21233 PF 3.19 12.71 PV= 1.09 PT 31.21 14 Riser Nipple Jct K -factor for branchl i ne no. 2 = 144,3/(31.21)-.5 = 25.83 Riser Nipple (Top of RN =Branchline 1 +,Branchline 2) C = 100 K=55.65=29.82+25.83 A 4.0 PT 34.17 14 BL1 + BL2 325.3=55.65(34.17)-.5 F 13.9 PE 1.73 (EL= 4.00 f t ) 14 325.3 2.73 1T T 17.9 0.30272 PF 5.42 17.87 PT 41.32 15 Bot of ;R .nip K -factor for riser nipple = 325.3/(41.32)x.5 = 50.61 at Hyd Ref Pts 15 16 TUKCCGYM 05/15/96 11:44am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER GYM REMOTE AREA #2 WET SYSTEM TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss, Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main 1 (Beginning pressure increased due to Hyd Ref Pt 16) C = 100 __= A 11.0 PT 42.32 15 RN#14 329.2=50.61(42.32)-.5 F 0.0 PE 0.00 15 329.2 4.35 T 11.0 0.03177 PF 0.35 7.10 A 32.0 PT 42.67 16 RN#14 325.3=50.61(41.33)-.5 F 16.7 PE 0.00 16 654.6 4.35 1VT T 48.7 0.11330 PF 5.52 14.12 PV= 1.34 PT 48:18 17 Bulk. Jct K -factor for Cross main 1 = 654.6/(48.18)-.5 = 94.30 110 TUKCCGYM 05/15/96 11:44am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER , GYM REMOTE AREA #2 WET SYSTEM TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 100 __== A 61.0 PT 48.18 17 CM 1 654.6=94.30(48.181-.5 F 7.1 PE 0.00 17 654.6 4.35 1VE T 68.1 0.11331 PF 7.72 14.12 A 13.5 PT 55.90` 18 F 30.9 PE 0.00 18 654.6 4.35 2VE 1VT T 44.4 0.11331 PF 5.03 14.12 A 41.0 PT 60.92 19 F 7.1 PE 0.00 19 654.6 4.35 1VE T 48.1 0.11331 PF 5.45 14.12 A 13.0 PT 66.37 20 F 27.3 PE 0.00 20 654.6 4.35 1VE 1VEE T 40.3 0.11331 PF 4.57 14.12 1VT A 95.0 PT 70.94 21 F 33.0 PE 0.00 21 654.6 4.35 2VE 1GV T 128.0 0.11331 PF 14.50 14.12 1VT PT 85.44 47 Top of Riser Riser C = 100 A 10.0 PT 85.44 47 Top of Riser F 33.5 PE 10.83 (EL= 25.00 -ft) 47 654.6 4.26 1ALV 2VE T 43.5 0.12574 PF 5.46 14.74 A 163.0 PT 101.73 48 F 71.8 PE 0.00 48 654.6 6.36 1806 8VE T 234.8 0.01790 PF 8.62 6.62 1806 = 4.42# PT 110.35 49 9.0.R. Under ground C = 140 A 100.0 PT 110.35 49 B.0. -R. 150.0 gpm = Hose F 107.6 PE 0.00 t 49 804.6 6.16 1GV 3E T 207.6 0.01640 PF 3.40 8.66 1T A 0.0 PT 113.76 50 500.0 gpm = Hose F 0.0 PE 0.00 50 1304.6 6.16 T 0.0. 0.00000 PF 0.00 14.04 PT 113.76 51 Supply Jct Available flow at 113.76 psi is 5998.0 gpm which is 4693.4 gpm from curve. Supply pressure available with 1304.6 gpm flowing is 144.08 psi, thus system requirement is 30.32 psi below supply curve. (21.0%) • Sheet of Archer Construction Inc. 7855 South 206th St . Kent, WA 98032 Date 02/03/97 Job: TUKCCGYM PROJECT INFORMATION Job_ TUKWILA COMMUNITY CENTER GYM REMOTE AREA #2 WET SYSTEM TUKWILA,WA. Occupancy Ordinary Hazard Group II Density 0.17 gpm/sq.ft. Area of Operation 3000 square feet Area per Sprinkler 130 Square Feet Maximum Authority having Jurisdiction_ _ WASHINGTON SURVEY & RATING BUREAU Hose 150.0 gpm Inside Hose, 500.0 gpm Outside Hose System type_ _ Wet Water Supply _ 146.00 psi Static, 63.00 psi Residual 0 10000.0 gpm Sprinklers _ _ 1/2 inch orifice CALCULATION SUMMARY Demand 95.91 psi 0 601.1 gpm 0 B.O.R. 100.35 psi 0 1251.1 gpm 0 Supply 144.23 psi available 0 1251.1 gpm Demand is below curve by 43.88 psi Notes: TUKCCGYM 02/03/97 10:38am 1 1 1 • 111 t } Pros swrack CPSI) : I • { Sheet • • } Static = 146.00 psi, Residual = 63.00 psi at a flow of 10000.0 gpm. Demand at BOR = 95.91 psi with 601.1 gpm flowing. System demand = 100.35 psi with 1251.1 gpm flowing. Pressure available = 144.23 psi when 1251.1 gpm is flowing. Demand is below curve by 43.88 psi. (30.4%) R$ 11It*t)Md i•;*M 2 y 2 1 Sheet Archer Construction Inc. Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow VEE Victaulic forty five degree elbow ALV Alarm valve: Grinnell F200. F2001 806 Backflow: Febco Backflow Model 805Y GV Gate valve Description of Other abbreviations Code Description BL Branch Line RN Riser Nipple CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction PV Velocity Pressure -.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length TUKCCGYM 02/03/97 10:42am No. Code 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 47 48 49 50 BL1 BL1 BL1 BL1 BL1 BL1 BL1 BL2 BL2 BL2 BL2 BL2 BL2 RN1 CM1 CM1 BU1 BU1 BU1 BU1 BU1 RI1 RI1 UG1 UG1 Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations Sheet TUKWILA COMMUNITY CENTER GYM REMOTE AREA #2 WET SYSTEM TUKWILA,WA. Raw data previous Diam Length Kfacl 1.452 10.5 5.6 1.452 10.5 5.6 1.452 10.5 5.6 1.687 10.5 5.6 1.687 10.5 5.6 2.154 10.5 5.6 2.154 4.3 5.6 1.452 10.5 5.6 1.452 10.5 5.6 1.452 10.5 5.6 1.687 10.5 5.6 1.687 10.5 5.6 2.154 6.3 5.6 2.727 4.0 BL1 4.352 11.0 RN1 4.352 32.0 RN1 4.352 61.0 CM1 4.352 13.5 4.352 41.0 4.352 13.0 4.352 95.0 4.260 10.0 BU1 4.260 5.0 6.160 200.0 RI1 6.160 0.0 to any calculations Kfac2 Press Elev Hose HW Vel Fittings 12.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Q.00 0.00 d.00 BL2 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 150.0 500.0 100 20 100 20 100 20 100 20 100 20 100 20 100 20 1T 100 20 100 20 100 20 100 20 100 20 100 20 1T 100 20 1T 100 20 100 20 1VT 100 20 1VE 100 20 2VE,1VT 100 20 1VE 100 20 1VE,1VEE,1VT 100 20 2VE,1GV,1VT 100 20 1ALV,2VE 100 20 1B06,1VE 140 16 1GV,3E,1T 140 16 TUKCCGYM 02/03/97 10:42am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER GYM REMOTE AREA #2 WET SYSTEM TUKWILA,WA. Pipe Flow Dia Fitting No (gpm) (inch) and oev Branchline No. 1 =__== ====== A 19.6=5.60(12.29)-.5 F 1 19.6 1.45 T A 19.6=5.60(12.28)-.5 F T A 20.3=5.60(13.14)^.5 F 59.6 1.45 T A 22.5=5.60(16.06)-.5 F 2 39.3 1.45 4 82.0 1.69 T A 23.8=5.60(18.02)-.5 F T A 26.7=5.60(22.78)-.5 F T A 27.6=5.60(24.26)-.5 F 1T T 5 105.8 1.69 6 132.5 2.15 7 160.1 2.15 K -factor for branchline Length Fr Loss (ft) (psi/ft) 10.5 0.0 10.5 10.5 0.0 10.5 10.5 0.0 10.5 10.5 0.0 10.5 10.5 0.0 10.5 10.5 0.0 10.5 4.3 8.7 13.0 0.03617 0.13031 0.28179 0.24526 0.39280 0.18126 0.25719 PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT Press (Psi) Hyd Vel Ref (fps) 12.29 1 0.00 0.38 3.80 12.67 2 0.00 Notes C = 100 End head 1.37 7.61 PV= 0.39 14.04 3 0.00 2.96 11.54 PV= 0.90 17.00 4 0.00 2.58 11.77 PV= 0.93 19.57 5 0.00 4.12 15.18 PV= 1.55 23.70 6 0.00 1.90 11.67 PV= 0.92 25.60 7 0.00 3.35 14.09 PV= 1.34 28.95 14 Riser Nipple Jct no. 1 = 160.1/(28.95)".5 = 29.76 7UKCCGYM 02/03/97 10:42am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER GYM REMOTE AREA #2 WET SYSTEM TUKWILA,WA. Pipe Flow Dia Fitting No (gpm) (inch) and Dev Branchline No. 2 ================ A 19.6=5.60(12.29)-.5 F T A 19.6=5.60(12.28)-.5 F 39.3 1.45 T A 20.3=5.60(13.14)-.5 F 59.6 1.45 T A 22.5=5.60(16.06)-.5 F 82.0 1.69 T A 23.8=5.60(18.02)-.5 F T A 26.7=5.60(22.78)-.5 F 1T T 8 19.6 1.45 9 10 11 12 105.8 1.69 13 132.5 2.15 Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) 10.5 0.0 10.5 10.5 0.0 10.5 10.5 0.0 10.5 10.5 0.0 10.5 10.5 0.0 10.5 6.3 8.7 15.0 K -factor for branchline no. 2 = Riser Nipple (Top of RN =Branchline 1 ______= K=55.53=29.75+25.78 A 4.0 298.8=55.53(28.95)-.5 F 13.9 14 298.8 2.73 1T T 17.9 0.03617 0.13031 0.28179 0.24526 0.39280 0.18126 PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT 12.29 8 0.00 0.38 3.80 12.67 9 0.00 Notes C = 100 End head 1.37 7.61 PV= 0.39 14.04 10 0.00 2.96 11.54 PV= 0.90 17.00 11 0.00 2.58 11.77 PV= 0.93 19.57 12 0.00 4.12 15.18 PV= 1.55 23.70 13 0 .00 2.72 11.67 PV= 0.92 26.42 14 Riser Nipple Jct 132.5/(26.42)-.5 = 25.78 + Branchline 2) PT 28.95 PE 1.73 0.25870 PF 4.63 PT 35.31 K -factor for riser nipple = 298.8/(35.31)^.5 = 50.28 at Hyd Ref Pts 15 16 C = 100 14 BL1 + BL2 (EL= 4.00 f t ) 16.41 15 Bot of R.nip TUKCCGYM 02/03/97 10:42am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER GYM REMOTE AREA #2 WET SYSTEM TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss No (gpm) (inch) and Dev (ft) (psi/ft) Cross main 1 (Beginning pressure A 302.3=50.28(36.15r.5 F 15 302.3 4.35 T A 298.8=50.28(35.32r.5 F 16 601.2 4.35 1VT T _= Press Hyd Vel (psi) Ref (fps) increased due to Hyd Ref 11.0 PT 36.15 0.0 PE 0.00 11.0 0.02714 PF 0.30 32.0 PT 36.45 16.7 PE 0.00 48.7 0.09679 PF 4.71 PT 41.16 K -factor for Cross main 1 = 601.2/(41.16)-.5 = 93.71 Pt 16) 15 6.52 16 12.97 17 Notes C = 100 RN#14 RN#14 PV= 1.13 Bulk Jct TUKCCGYM 02/03/97 1O:42am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER GYM REMOTE AREA 112 WET SYSTEM TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 100 ___= A 61.0 PT 41.16 17 CM 1 601.2=93.71(41.16/%5 F 7.1 PE 0.00 17 601.2 4.35 1VE T 68.1 0.09681 PF 6.59 12.97 A 13.5 PT 47.75 18 F 30.9 PE 0.00 18 601.2 4.35 2VE 1VT T 44.4 0.09681 PF 4.29 12.97 A 41.0 PT 52.04 19 F 7.1 PE 0.00 19 601.2 4.35 1VE T 48.1 0.09681 PF 4.66 12.97 A 13.0 PT 56.70 20 F 27.3 PE 0.00 20 601.2 4.35 1VE 1VEE T 40.3 0.09681 PF 3.90 12.97 1VT A 95.0 PT 60.60 21 F 33.0 PE 0.00 21 601.2 4.35 2VE 1GV T 128.0 0.09681 PF 12.39 12.97 1VT PT 72.99 47 Top of Riser Riser C = 100 ____= A 10.0 PT 72.99 47 Top of Riser F 33.5 PE 10.83 (EL= 25.00 f t ) 47 601.2 4.26 1ALV 2VE T 43.5 0.10742 PF 4.67 13.53 A 5.0 PT 88.48 48 F 6.4 PE 0.00 48 601.2 4.26 1806 1VE T 11.4 0.10742 PF 7.44 13.53 1806 = 6.21# PT 95.92 49 B.O.R. Under ground C = 140 = A 200.0 PT 95.92 49 B.O.R. 150.0 gpm = Hose F 107.6 PE 0.00 49 751.2 6.16 1GV 3E T 307.6 0.01444 PF 4.44 • 8.09 1T A 0.0 PT 100.36 50 500.0 gpm = Hose F 0.0 PE 0.00 50 1251.2 6.16 T 0.0 0.00000 PF 0.00 13.47 PT 160.36 51 Supply act Available flow at 100.36 psi is 7237.8 gpm which is 5986.6 gpm from curve. Supply pressure available with 1251.2 gpm flowing is 144.23 psi, thus system requirement is 43.87 psi below supply curve. (30.4%) Sheet of Archer Construction Inc. 7855 South 206th St Kent, WA 98032 Date 02/03/97 Job: TUKCC--1 PROJECT INFORMATION Job_ TUKWILA COMMUNITY CENTER WEST ZONE TUKWILA,WA. Occupancy Ordinary Hazard Group II Density 0.17 gpm/sq.ft. Area of Operation 3000 square feet Area per Sprinkler 130 Square Feet Maximum Authority having Jurisdiction_ _ WASHINGTON SURVEY & RATING BUREAU Hose 150.0 gpm Inside Hose, 500.0 gpm Outside Hose System type_ _ Wet Water Supply _ 146.00 psi Static, 63.00 psi Residual 0 10000.0 gpm Sprinklers _ _ 1/2 inch orifice CALCULATION SUMMARY Demand 105.81 psi 0 844.3 gpm 0 B.O.R. 113.28 psi 0 1494.3 gpm 0 Supply 143.54 psi available 0 1494.3 gpm Demand is below curve by 30.26 psi Notes: TUKCC--1 02/03/97 10:32am 1 11 bol 1 Sheet PIN" sstare (PSI) • • Static = 146.00 psi, Residual = 63.00 psi at a flow of 10000.0 gpm. Demand at BOR = 105.81 psi with 844.3 gpm flowing. System demand = 113.28 psi with 1494.3 gpm flowing. Pressure available = 143.54 psi when 1494.3 gpm is flowing. Demand is below curve by 30.26 psi. (21.1%) R; I 1 1411P l I1PAU 'S 'tI Sheet Archer Construction Inc. Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow VEE Victaulic forty five degree elbow ALV Alarm valve: Grinnell F200, F2001 806 Backflow: Febco Backflow Model 805Y GV Gate valve Description of Other abbreviations Code Description DR Drop BL Branch Line RN Riser Nipple CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction PV Velocity Pressure ^.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length TUKCC--1 02/03/97 10:35am • No. Code 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 DR1 DR2 BL1 8L2 RN1 BL3 BL4 BL4A BL4A BL4B BL4B BL4B BL5 BLS RN2 8L6 BL6 8L7 BL 8 BL8 BL8 BL9 BL9 BL10 BL11 BL11 BL11 CM1 CM1 CM1 CM2 CM2 CM2 CM3 CM3 CM3 CM3 CM3 CM3 CM3 CM3 CM3 CM4 CM4 BU1 BU1 RI1 RI1 Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER TUKWILA,WA. WEST ZONE Raw data previous to any calculations Diam Length Kfacl 1.104 3.0 5.6 1.104 4.0 5.6 1.104 9.0 DR1 1.104 2.0 DR1 1.452 2.0 BL1 1.104 9.0 DR1 1.104 6.0 DR2 1.104 6.0 DR2 1.104 1.0 DR2 1.452 9.0 BL4 1.687 9.0 DR1 1.687 2.0 DR1 1.104 10.0 DR1 1.104 2.0 DR1 1.452 2.0 BL3 1.104 7.0 DR2 1.104 6.0 DR2 1.104 0.5 DR2 1.104 7.0 DR2 1.104 6.0 DR2 1.452 0.5 DR2 1.104 9.0 0R2 1.104 2.0 DR2 1.104 1.0 DR2 1.104 7.5 DR2 1.104 12.5 DR2 1.687 27.5 1.452 16.0 BL1 1.687 13.0 RN1 2.154 9.0 RN1 2.154 16.0 BL3 2.154 13.0 RN2 2.727 9.0 RN2 1.452 9.0 BL6 3.352 5.9 3.352 1.0 CM1 3.352 5.5 BL8 3.352 9.5 BL9 3.352 4.5 BL9 3.352 2.0 BL10 4.352 8.0 CM2 4.352 40.0 BL10 4.352 6.3 CM3 4.352 12.0 BL11 4.352 140.0 CM4 4.352 44.9 4.352 10.0 BU1 4.352 5.0 Sheet Kfac2 Press Elev Hose HW Vel Fittings 14.64 -3.00 0.0 120 20 1E,1T 7.00 -4.00 0.0 120 20 1E,1T 0.00 0.00 0.0 120 20 1T 0.00 0.00 0.0 120 20 1T BL2 0.00 2.00 0.0 120 20 1E,1T 0.00 0.00 0.0 120 20 1T 0.00 0.00 0.0 120 20 0.00 0.00 0.0 120 20 0.00 0.00 0.0 120 20 1T BL4A 0.00 0.00 0.0 120 20 1E,1T 0.00 0.00 0.0 120 20 1T 0.00 0.00 0.0 120 20 1T 0.00 0.00 0.0 120 20 0.00 0.00 0.0 120 20 1T BL5 0.00 2.00 0.0 120 20 1E,1T 0.00 0.00 0.0 120 20 0.00 0.00 0.0 120 20 1T 0.00 0.00 0.0 120 20 1T 0.00 0.00 0.0 120 20 0.00 0.00 0.0 120 20 0.00 0.00 0.0 120 20 1T 0.00 0.00 0.0 120 20 0.00 0.00 0.0 120 20 1T 0.00 0.00 0.0 120 20 1T 0.00 0.00 0.0 120 20 0.00 0.00 0.0 120 20 0.00 0.00 0.0 120 20 1T BL2 0.00 0.00 0.0 120 20 2E 0.00 0.00 0.0 120 20 0.00 0.00 0.0 120 20 1E,1T BL4B 0.00 0.00 0.0 120 20 0.00 0.00 0.0 120 20 0.00 0.00 0.0 120 20 1VE,1T 8L7 0.00 0.00 0.0 120 20 0.00 0.00 0.0 120 20 0.00 0.00 0.0 120 20 0.00 0.00 0.0 120 20 0.00 0.00 0.0 120 20 0.00 0.00 0.0 120 20 0.00 0.00 0.0 120 20 0.00 0.00 0.0 120 20 0.00 0.00 0.0 120 20 1VT 0.00 0.00 0.0 120 20 0.00 0.00 0.0 120 20 2VE 0.00 0.00 0.0 120 20 1VE 0.00 0.00 0.0 120 20 3VE , 2VEE ,1GV 0.00 16.50 0.0 120 20 1ALV,2VE 0.00 0.00 0.0 120 20 1806,1VE tUKCC--1 02/03/97 10:35am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST ZONE TUKWILA,WA. Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 49 UG1 6.160 200.0 RI1 0.00 0.00 150.0 140 16 1GV,3E,1T 50 UG1 6.160 0.0 0.00 0.00 500.0 140 16 TUKCC--1 02/03/97 10:35am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST ZONE TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 ====== 1 Drop 2 ====== 2 C = 120 A 3.0 PT 14.64 1 21.4=5.60(14.64r.5 F 9.0 PE -1.30 (EL= -3.00 ft) 21.4 1.10 1E 1T T 12.0 0.11526 PF 1.38 7.18 PT 14.72 3 81 Jct K -factor for drop 1 = 21.4/(14.72r.5 = 5.58 at Hyd Ref Pts 3 4 6 11 12 13 14 C = 120 A 4.0 PT 7.00 2 14.8=5.60(7.00r.5 F 9.0 PE -1.73 (EL= -4.00 ft) 14.8 1.10 1E 1T T 13.0 0.05824 PF 0.76 4.97 PT 6.02 7 B1 Jct K -factor for drop 2 = 14.8/(6.02r.5 = 6.03 at Hyd Ref Pts 7 8 9 16 17 18 19 20 21 22 23 24 25 26 tUKCC--1 02/03/97 10:35am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST ZONE TUKWILA,WA. Pipe Flow Dia Fitting. Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 C = 120 _______________= A 9.0 PT 14.72 3 DR1 21.4=5.58(14.72)-.5 F 6.4 PE 0.00 3 21.4 1.10 1T T 15.4 0.11499 PF 1.77 7.17 PT 16.49 28 Riser Nipple Jct K -factor for branchline no. 1 = 21.4/(16.49)".5 = 5.27 at Hyd Ref Pts 28 5 Branchline No. 2 C = 120 _______________= A 2.0 PT 14.72 4 DR1 21.4=5.58(14.72)-.5 F 6.4 PE 0.00 4 21.4 1.10 1T T 8.4 0.11499 PF 0.97 7.17 PT 15.69 '28 Riser Nipple Jct K -factor for branchline no. 2 = 21.4/(15.69)-.5 = 5.40 at Hyd Ref Pts 28 5 Riser Nipple (Top of RN =Branchline 1 + Branchline 2) C = 120 ______= K=10.67=5.27+5.40 A 2.0 PT 16.49 5 BL1 + BL2 43.4=10.67(16.49)-.5 F 11.5 PE 0.87 (EL= 2.00 ft) 5 43.4 1.45 1E 1T T 13.5 0.11173 PF 1.51 8.40 PT 18.87 29 Bot of R.nip K -factor for riser nipple = 43.4/(18.87)-.5 = 9.99 at Hyd Ref Pts 29 30 Branchline No. 3 C = 120 _______________= A 9.0 PT 14.72 6 DR1 21.4=5.58(14.72)-.5 F 6.4 PE 0.00 6 21.4 1.10 1T T 15.4 0.11499 PF 1.77 7.17 PT 16.49 31 Riser Nipple Jct K -factor for branchline no. 3 = 21.4/(16.49)-.5 = 5.27 at Hyd Ref Pts 31 15 Branchline No. 4 C = 120 == =_= A 6.0 PT 6.02 7 DR2 14.8=6.03(6.02)1%5 F 0.0 PE 0.00 7 14.8 1.10 T 6.0 0.05813 PF 0.35 4.96 PT 6.37 10 Cross main Jct K -factor for branchline no. 4 = 14.8/(6.37)-.5 = 5.86 JUKCC--1 02/03/97 10:35am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST ZONE TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 4A (Beginning pressure increased due to Hyd Ref Pt 9) C = 120 ________________= A 6.0 PT 6.35 8 DR2 15.2=6.03(6.35)-.5 F 0.0 PE 0.00 8 15.2 1.10 T 6.0 0.06101 PF 0.37 5.09 A 1.0 PT 6.71 9 DR2 14.8=6.03(6.03)-.5 F 6.4 PE 0.00 9 30.0 1.10 1T T 7.4 0.21491 PF 1.59 10.06 PV= 0.68 PT 8.31 10 Cross main Jct K -factor for branchline no. 4a = 30.0/(8.31)".5 = 10.41 Branchline No. 4B (Beginning pressure increased due to Hyd Ref Pt 11) C = 120 ______= K=16.27=5.86+10.41 A 9.0 PT 11.87 10 BL4 + BL4A 56.1=16.27(11.87)-.5 F 11.5 PE 0.00 10 56.1 1.45 1E 1T T 20.5 0.17980 PF 3.69 10.86 A 9.0 PT 15.56 11 DR1 21.4=5.58(14.73)-.5 F 10.0 PE 0.00 11 77.5 1.69 1T T 19.0 0.15753 PF 3.00 11.12 PV= 0.83 A 2.0 PT 18.56 12 DR1 23.1=5.58(17.16)-.5 F 10.0 PE 0.00 12 100.6 1.69 1T T 12.00.25532 PF 3.07 14.43 PV= 1.40 PT 21.63 31 Cross main Jct K -factor for branchline no. 4b = 100.6/(21.63)-.5 = 21.63 Branchline No. 5 (Beginning pressure increased due to Hyd Ref Pt 14) C = 120 _______________= A 10.0 PT 14.95 13 DR1 21.6=5.58(14.95)".5 F 0.0 PE 0.00 13 21.6 1.10 T 10.0 0.11666 PF 1.17 7.23 A 2.0 PT 16.12 14 DR1 21.4=5.58(14.72)-.5 F 6.4 PE 0.00 14 43.0 1.10 1T T 8.4 0.41761 PF 3.51 14.40 PV= 1.40 PT 19.63 15 Riser Nipple Jct K -factor for branchline no. 5 = 43.0/(19.63)-.5 = 9.70 Riser Nipple (Top of RN =Branchline 3 + Branchline 5) C = 120 ______= K=14.97=5.27+9.70 A 2.0 PT 19.63 15 BL3 + BL5 66.4=14.97(19.63)-.5 F 11.5 PE 0.87 (EL= 2.00 ft) 15 66.4 1.45 1E 1T T 13.5 0.24561 PF 3.32 12.86 PT 23.82 32 Bot of R.nip K -factor for riser nipple = 66.4/(23.82)-.5 = 13.60 at Hyd Ref Pts 32 33 TUKCC--1 02/03/97 10:35am Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST ZONE TUKWILA,WA. Pipe Flow Dia Fitting No (gpm) (inch) and Dev Sheet Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) Branchline No. 6 (Beginning pressure increased due A 7.0 PT 15.1=6.03(6.28)-.5 F 0.0 PE 16 15.1 1.10 T 7.0 0.06044 PF A 6.0 PT 14.8=6.03(6.03/%5 F 6.4 PE 17 29.9 1.10 1T T 12.4 0.21384 PF PT ========_======= K -factor for branchline no. Branchline No. 7 ================ 14.8=6.03(6.02/%5 18 14.8 1.10 A F 1T T Notes to Hyd Ref Pt 17) C = 120 6.28 16 DR2 0.00 0.42 5.07 6.71 17 DR2 0.00 2.65 10.03 PV= 0.68 9.36 34 Cross main Jct 6 = 29.9/(9.36/%5 = 9.77 0.5 PT 6.4 PE 6.9 0.05813 PF PT 6.02 18 0.00 0.40 6.43 34 K -factor for branchline no. 7 = 14.8/(6.43/%5 .5 = 5.84 Branchline No. 8 (Beginning =--- 15.1=6.03(6.28)-.5 ___ 15.1=6.03(6.28)-.5 19 15.1 1.10 14.8=6.03(6.03)-.5 20 29.9 1.10 16.5=6.03(7.45)-.5 21 46.4 1.45 pressure A 7.0 F 0.0 T 7.0 0.06044 A 6.0 F 0.0 T 6.0 0.21384 A 0.5 F 7.7 1T T 8.2 0.12665 increased due PT PE PF PT PE PF PT PE PF PT K -factor for branchline no. 4.96 C = 120 DR2 Cross main Jct to Hyd Ref Pt 20) C = 120 6.28 19 DR2 0.00 0.42 5.07 6.71 20 DR2 0.00 1.28 10.03 PV= 0.68 7.99 21 DR2 0.00 1.04 8.99 PV= 0.54 9.03 37 Cross main Jct 8 = 46.4/(9.03)".5 = 15.44 Branchline No. 9 (Beginning pressure increased due A 9.0 PT 15.0=6.03(6.17)-.5 F 0.0 PE 22 15.0 1.10 T 9.0 0.05939 PF A 2.0 PT 14.8=6.03(6.03)-.5 F 6.4 PE 23 29.8 1.10 1T T 8.4 0.21195 PF PT =_-__= =__ to Hyd Ref 6.17 22 0.00 0.53 6.70 23 0.00 1.78 8.48 38 K -factor for branchline no. 9 = 29.8/(8.4E0-.5 = 10.23 at Hyd Ref Pts 38 39 Pt 23) C = 120 DR2 5.02 9.98 PV= 0.67 Cross main Jct DR2 TUKCC--1 02/03/97 10:35am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST ZONE TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss No (gpm) (inch) and Dev (ft) (psi/ft) Branchline No. 10 ======= __-_- A 14.8=6.03(6.02)-.5 F 1T T 24 14.8 1.10 1.0 PT 6.4 PE 7.4 0.05813 PF PT Press Hyd Vel (psi) Ref (fps) 6.02 24 0.00 0.43 6.45 40 K -factor for branchline no. 10 = 14.8/(6.45)-.5 = 5.83 at Hyd Ref Pts 40 42 Branchline No. 11 (Beginning pressure increased A 7.5 PT 15.1=6.03(6.25)".5 F 0.0 PE 25 15.1 1.10 T 7.5 0.06013 PF A 12.5 PT 14.8=6.03(6.03)-.5 F 0.0 PE 26 29.9 1.10 T 12.5 0.21320 PF A 27.5 PT F 10.0 PE 27 29.9 1.69 1T T 37.5 0.02704 PF PT ================= 4.96 Notes C = 120 DR2 • Cross main Jct due to Hyd Ref Pt 26) C = 120 6.25 25 DR2 0.00 0.45 5.05 6.70 26 DR2 0.00 2.67 10.01 PV= 0.67 9.36 27 0.00 1.02 4.29 10.38 44 Cross main Jct K -factor for branchline no. 11 = 29.9/(10.38)-.5 = 9.28 tUKCC--1 02/03/97 10:36am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss No (gpm) (inch) and Dev (ft) (psi/ft) Cross main 1 (Beginning pressure K=10.67=5.27+5.40 A 44.3=10.67(17.19)".5 F 28 44.3 1.45 2E T A 43.4=9.99(18.87)-.5 F 29 87.7 1.69 T A 46.4=9.99(21.57)-.5 F 30 134.1 2.15 1E 1T T increased due to 16.0 PT 7.7 PE 23.7 0.11607 PF 13.0 PT 0.0 PE 13.0 0.19800 PF 9.0 PT 18.3 PE 27.3 0.13219 PF PT WEST ZONE Press Hyd Vel (psi) Ref (fps) Notes K -factor for Cross main 1 = 134.1/(26.12)-.5 Cross main 2 (Beginning pressure increased due to ______= K=26.90=5.27+21.63 A 16.0 PT 131.3=26.90(23.83)1%5 F 0.0 PE 31 131.3 2.15 T 16.0 0.12722 PF A 13.0 66.4=13.60(23.82)-.5 F 0.0 32 197.7 2.15 T 13.0 A 9.0 71.9=13.60(27.91)1%5 F 26.0 33 269.6 2.73 1VE 1T T 35.0 PT PE 0.27126 PF PT PE 0.15263 PF PT Hyd Ref Pt 29) C = 120 17.19 28 BL1 + BL2 0.00 2.75 8.57 19.94 29 RN#5 0.00 2.57 12.58 PV= 1.07 22.51 30 RN#5 0.00 3.61 11.80 PV= 0.94 26.12 36 Bulk Jct = 26.24 Hyd Ref Pt 32) C = 120 23.83 31 BL3 + BL4B 0.00 2.04 11.56 25.86 32 0.00 3.53 17.41 PV= 2.04 29.39 33 RN#15 0.00 5.34 14.81 PV= 1.48 34.73 41 Bulk Jct RN#15 K -factor for Cross main 2 = 269.6/(34.73)-.5 = 45.75 TUKCC--1 02/03/97 10:36am Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST ZONE TUKWILA,WA. Pipe Flow Dia Fitting No (gpm) (inch) and Dev Length Fr Loss (ft) (psi/ft) Cross main 3 (Beginning pressure ______= K=15.61=9.77+5.84 A 86.1=15.61(30.40)-.5 F 34 86.1 1.45 T A F 35 86.1 3.35 T A 151.9=26.24(33.51)-.5 F 36 238.0 3.35 T A 88.9=15.44(33.11)-.5 F 37 326.8 3.35 T A 58.9=10.23(33.17)-.5 F 38 385.8 3.35 T A 59.5=10.23(33.76)1%5 F 39 445.2 3.35 T A 34.0=5.83(34.12)-.5 F 40 479.2 3.35 T A 269.6=45.75(34.73)-.5 F 41 748.9 4.35 T A 34.7=5.83(35.40)-.5 F 42 783.5 4.35 1VT T Press Hyd (psi) Ref Sheet Vel (fps) Notes increased due to Hyd Ref Pt 41) C = 120 9.0 PT 30.40 34 BL6 + BL7 0.0 PE 0.00 9.0 0.39751 PF 3.58 16.68 5.9 PT 33.97 35 0.0 PE 0.00 5.9 0.00676 PF 0.04 3.13 1.0 PT 34.01 36 CM 1 0.0 PE 0.00 1.0 0.04435 PF 0.04 5.5 PT 34.06 37 0.0 PE 0.00 5.5 0.07978 PF 0.44 9.5 PT 34.50 38 0.0 PE 0.00 9.5 0.10841 PF 1.03 4.5 PT 35.53 39 0.0 PE 0.00 4.5 0.14133 PF 0.64 2.0 PT 36.16 40 0.0 PE 0.00 2.0 0.16196 PF 0.32 17.42 PV= 2.04 8.0 PT 36.49 41 CM 2 0.0 PE 0.00 8.0 0.10372 PF 0.83 40.0 PT 37.32 42 23.4 PE 0.00 63.4 0.11277 PF 7.15 16.90 PV= 1.92 PT 44.46 43 Bulk Jct 8.65 PV= 0.50 BL8 11.88 PV= 0.95 BL9 14.02 PV= 1.32 BL9 16.19 PV= 1.76 BL10 16.15 PV= 1.76 8L10 K -factor for Cross main 3 = 783.5/(44.46)-.5 = 117.50 Cross main 4 ============ A 783.5=117.50(44.47)-.5 F 43 783.5 4.35 T A 60.8=9.28(42.94)-.5 F 44 844.3 4.35 2VE T K -factor for Cross main 6.3 PT 0.0 PE 6.3 0.11277 PF 12.0 PT 19.9 PE 31.9 0.12950 PF PT 44.47 43 0.00 0.71 16.90 45.18 44 0.00 C = 120 CM 3 BL11 4.13 18.21 PV= 2.23 49.30 45 Bulk Jct 4 = 844.3/(49.30)-.5 = 120.24 tUKCC--1 02/03/97 10:37am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST ZONE TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Bulk --_- A 140.0 PT 49.30 45 844.3=120.24(49.30r.5 F 9.9 PE 0.00 45 844.3 4.35 1VE T 149.9 0.12950 PF 19.42 18.21 A 44.9 PT 68i.72 46 F 42.7 PE 0.00 46 844.3 4.35 3VE 2VEE T 87.6 0.12950 PF 11.34 18.21 1GV PT 80.06 47 Notes C = 120 CM 4 Top of Riser Riser C = 120 A 10.0 PT 80.06 47 Top of Riser F 52.0 PE 7.14 (EL= 16.50 ft) 47 844.3 4.35 1ALV 2VE T 62.0 0.12950 PF 8.03 18.21 A 5.0 PT 95.23 48 F 9.9 PE 0.00 48 844.3 4.35 1606 1VE T 14.9 0.12950 PF 10.58 18.21 1606 = 8.64# PT 105.81 49 B.O.R. Under ground C = 140 ___= A 200.0 PT 105.81 49 B.O.R. 150.0 gpm = Hose F 107.6 PE 0.00 49 994.3 6.16 1GV 3E T 307.6 0.02426 PF 7.46 10.70 1T A 0.0 PT 113.28 50 500.0 gpm = Hose F 0.0 PE 0.00 50 1494.3 6.16 T 0.0 0.00000 PF 0.00 16.09 PT 113.28 51 Supply Jct Available flow at 113.28 psi is 6046.1 gpm which is 4551.8 gpm from curve. Supply pressure available with 1494.3,gpm flowing is 143.54 psi, thus system requirement is 30.26 psi below supply curve. (21.1%) Sheet of Archer Construction Inc. 7855 South 206th St Kent, WA 98032 Date 02/03/97 Job: TUKCDRY2 PROJECT INFORMATION Job_ TUKWILA COMMUNITY CENTER CENTER CANOPY DRY SYSTEM REMOTE AREA #2 TUKWILA,WA. Occupancy Ordinary Hazard Group II Density 0.20 gpm/sq.ft. Area of Operation 2156 square feet Area per Sprinkler 130 Square Feet Maximum Authority having Jurisdiction_ _ WASHINGTON SURVEY & RATING BUREAU Hose 150.0 gpm Inside Hose, 500.0 gpm Outside Hose System type_ _ Dry Water Supply _ 146.00 psi Static, 63.00 psi Residual 0 9000.0 gpm Sprinklers _ _ 1/2 inch orifice CALCULATION SUMMARY Demand 90.28 psi 0 536.1 gpm 0 B.O.R. 94.04 psi 0 1186.1 gpm 0.Supply 144.05 psi available 0 1186.1 gpm Demand is below curve by 50.01 psi Notes: 2156 SD.FT. IS THE AREA OF THE CENTER CANOPY TUKCDRY2 02/03/97 10:24am 1 1 1- • Pressure CPS I) P�i • Sheet p ti .r Y •I Static = 146.00 psi, Residual = 63.00 psi at a flow of 9000.0 gpm. Demand at BOR = 90.28 psi with 536.1 gpm flowing. System demand = 94.04 psi with 1186.1 gpm flowing. Pressure available = 144.05 psi when 1186.1 gpm is flowing. Demand is below curve by 50.01 psi. (34.7%) Sheet Archer Construction Inc. Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow EE Forty five degree elbow VE Victaulic ninety degree elbow 806 Backflow: Febco Backflow Model 805Y DPV Dry pipe valve GV Gate valve Description of Other abbreviations Code Description BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction PV Velocity Pressure ".5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length YUKCDRY2 02/03/97 10:28am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER CENTER CANOPY DRY SYSTEM REMOTE AREA #2 TUKWILA,WA. Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 BL1 1.104 7.5 5.6 15.72 0.00 0.0 100 20 2 BL1 1.104 2.5 5.6 0.00 0.00 0.0 100 20 1T 3 BL2 1.104 2.5 5.6 7.00 0.00 0.0 100 20 1T 4 BL3 1.104 3.5 5.6 16.00 0.00 0.0 100 20 2E ,1 T 5 CM1 1.452 14.5 BL1 0.00 0.00 0.0 100 20 6 CM1 1.687 12.3 BL1 0.00 0.00 0.0 100 20 7 CM1 2.154 9.0 BL1 0.00 0.00 0.0 100 20 8 CM1 2.154 4.0 BL2 0.00 0.00 0.0 100 20 1EE,1T 9 CM2 1.104 8.5 BL3 0.00 0.00 0.0 100 20 10 CM2 2.154 5.9 CM1 0.00 0.00 0.0 100 20 11 CM2 2.727 12.4 BL3 0.00 0.00 0.0 100 20 12 CM2 2.727 21.0 BL3 0.00 0.00 0.0 100 20 1E,1T 13 CM3 1.104. 8.5 BL3 0.00 0.00 0.0 100 20 14 CM3 2.154 5.9 CM1 0.00 0.00 0.0 100 20 15 CM3 2.727 12.5 BL3 0.00 0.00 0.0 100 20 16 CM3 2.727 6.5 BL3 0.00 0.00 0.0 100 20 1T 17 BU1 3.352 13.0 CM2 CM3 0.00 0.00 0.0 100 20 lEE,2VE 18 8U1 3.352 3.0 0.00 0.00 0.0 100 20 1VE 19 RI1 3.352 25.0 BU1 0.00 14.60 0.0 100 20 1DPV,1GV,3VE,1T 20 RI2 4.260 5.0 RI1 0.00 0.00 0.0 100 20 1606,1VE 48 UG1 6.160 200.0 RI2 0.00 0.00 150.0 140 16 1GV,3E,17 49 UG1 6.160 0.0 0.00 0.00 500.0 140 16 TUKCDRY2 02/03/97 10:28am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER CENTER CANOPY DRY SYSTEM REMOTE AREA #2 TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) 'Ref (fps) Notes Branchline No. 1 C = 100 A 7.5 PT 15.72 1 End head 22.2=5.60(15.72)-.5 F 0.0 PE 0.00 1 22.2 1.10 T 7.5 0.17248 PF 1.29 7.44 A 2.5 PT 17.01 2 22.1=5.60(15.53)-.5 F 4.6 PE 0.00 2 44.3 1.10 1T T 7.1 0.61841 PF 4.38 14.84 PV= 1.48 PT 21.39 5 Cross main Jct K -factor for branchline no. 1 = 44.3/(21.39)".5 = 9.58 at Hyd Ref Pts 5 6 7 Branchline No. 2 C = 100 _______________= A 2.5 PT 7.00 3 End head 14.8=5.60(7.00)-.5 F 4.6 PE 0.00 3 14.8 1.10 1T T 7.1 0.08161 PF 0.58 4.97 PT 7.58 8 Cross main Jct K -factor for branchline no. 2 = 14.8/(7.58)-.5 = 5.38 Branchline No. 3 _________ = A 3.5 PT 16.00 4 22.4=5.60(16.00)-.5 F 8.2 PE 0.00 4 22.4 1.10 2E 1T T 11.7 0.17532 PF 2.06 PT 18.06 9 K -factor for branchline no. 3 = 22.4/(18.06)-.5 = 5.27 at Hyd Ref Pts 9 11 12 13 15 16 7.51 C = 100 End head Cross main Jct TUKCDRY2 02/03/97 10:28am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER Pipe Flow Dia Fitting No (gpm) (inch) and Dev Cross main 1 ============ A 44.3=9.58(21.39)-.5 F 5 44.3 1.45 T A 45.6=9.58(22.64)-.5 F 6 89.9 1.69 T A 49.2=9.58(26.32)-.5 F 7 139.0 2.15 T A 28.3=5.38(27.65 )" .5 F 8 167.3 2.15 IEE 1T T CENTER CANOPY DRY SYSTEM REMOTE AREA #2 TUKWILA,WA. Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) K -factor for Cross main 1 at Hyd Ref Pts 10 14 14.5 0.0 14.5 12.3 0.0 12.3 9.0 0.0 9.0 4.0 10.5 14.5 0.16301 0.29059 0.19809 0.27901 PT PE PF PT PE PF PT PE PF PT PE PF PT Notes C = 100 21.39 5 BL1 0.00 2.36 8.58 23.76 6 BL1 0.00 3.57 12.90 PV= 1.12 27.33 7 BL1 0.00 1.78 12.24 PV= 1.01 29.11 8 BL2 0.00 4.03 14.73 PV= 1.46 33.15 10 Bulk Jct = 167.3/(33.15)-.5 = 29.06 Cross main 2 (Beginning pressure increased ====== A 30.1=5.27(32.61r.5 F 9 30.1 1.10 T A 167.3=29.06(33.15r.5 F 10 197.4 2.15 T A 31.8=5.27(36.36)-.5 F 11 229.2 2.73 T A 32.5=5.27(38.00)-.5 F 12 261.7 2.73 1E 1T T due to Hyd Ref Pt 10) C = 100 8.5 PT 32.61 9 8L3 0.0 PE 0.00 8.5 0.30288 PF 2.57 10.09 5.9 PT 35.19 10 CM 1 0.0 PE 0.00 5.9 0.37904 PF 2.24 17.38 PV= 2.03 12.4 PT 37.42 11 BL3 0.0 PE 0.00 12.4 0.15839 PF 1.96 12.59 PV= 1.07 21.0 PT 39.39 12 BL3 20.9 PE 0.00 41.9 0.20241 PF 8.47 14.37 PV= 1.39 PT 47.86 17 Bulk Jct K -factor for Cross main 2 = 261.7/(47.86)-. 37.83 TUKCDRY2 02/03/97 10:28am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER Pipe Flow Dia Fitting No (gpm) (inch) and Dev CENTER CANOPY DRY SYSTEM REMOTE AREA #2 TUKWILA,WA. Length Fr Loss (ft) (psi/ft) Cross main 3 (Beginning pressure ___________= A 30.1=5.27(32.61)1%5 F 13 30.1 1.10 T A 167.3=29.06(33.15r.5 F 14 197.4 2.15 T A 31.8=5.27(36.36)1%5 F 15 229.2 2.73 T A 32.5=5.27(38.01r.5 F 16 261.7 2.73 IT T increased due to 8.5 0.0 8.5 5.9 0.0 5.9 12.5 0.0 12.5 6.5 13.9 0.30288 0.37904 0.15839 PT PE PF PT PE PF PT PE PF PT PE 20.4 0.20242 PF PT Press (psi) Hyd Ref 32.61 0.00 2.57 35.19 0.00 2.24 37.42 0.00 1.98 39.40 0.00 4.13 43.53 Hyd Vel Ref (fps) Pt 14) K -factor for Cross main 3 = 261.7/(43.53)1%5 = 39.66 13 10.09 14 Notes C = 100 BL3 CM 1 17.38 PV= 2.03 15 BL3 12.59 PV= 1.07 16 BL3 14.38 PV= 1.39 17 Bulk Jct TUKCDRY2 02/03/97 10:28am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER CENTER CANOPY DRY SYSTEM REMOTE AREA #2 TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 100 ______= K=77.49=37.83+39.66 A 13.0 PT 47.86 17 CM 2 + CM 3 536.1=77.49(47.86)-.5 F 14.3 PE 0.00 17 536.1 3.35 1EE 2VE T 27.3 0.27926 PF 7.62 19.49 A 3.0 PT 55.48 18 F 5.5 PE 0.00 18 536.1 3.35 1VE T 8.5 0.27926 PF 2.37 19.49 PT 57.85 19 Top of Riser Riser C = 100 A 25.0 PT 57.85 19 Top of Riser F 45.0 PE 6.32 (EL= 14.60 ft) 19 536.1 3.35 1DPV 1GV T 70.0 0.27926 PF 19.56 19.49 3VE 1T PT 83.73 20 B.O.R. Riser C = 100 ____= A 5.0 PT 83.73 20 Top of Riser F 6.4 PE 0.00 20 536.1 4.26 1806 1VE T 11.4 0.08690 PF 6.55 12.07 1B06 = 5.56# PT 90.28 48 B.O.R. Under ground C = 140 ___________= A 200.0 PT 90.28 48 B.O.R. 150.0 gpm = Hose F 107.6 PE 0.00 48 686.1 6.16 1GV 3E T 307.6 0.01221 PF 3.76 7.39 1T A 0.0 PT 94.03 49 500.0 gpm = Hose F 0.0 PE 0.00 49 1186.1 6.16 T 0.0 0.00000 PF 0.00 12.77 PT 94.03 50 Supply Jct Available flow at 94.03 psi is 6987.7 gpm which is 5801.6 gpm from curve. Supply pressure available with 1186.1 gpm flowing is 144.05 psi, thus system requirement is 50.01 psi below supply curve. (34.7%) Archer Construction 7855 South 206th St Kent, WA 98032 PROJECT INFORMATION Sheet of Inc. Date 02/03/97 Job: TUKCCDRY Job_ TUKWILA COMMUNITY CENTER WEST CANOPY DRY SYSTEM REMOTE AREA #1 TUKWILA,WA. Occupancy Ordinary Hazard Group II Density 0.20 gpm/sq.ft. Area of Operation 560 square feet Area per Sprinkler 130 Square Feet Maximum Authority. having Jurisdiction_ _ WASHINGTON SURVEY & RATING BUREAU Hose 150.0 gpm Inside Hose, 500.0 gpm Outside Hose System type_ _ Dry Water Supply _ 146.00 psi Static, 63.00 psi Residual 0 10000.0 gpm Sprinklers _ _ 1/2 inch orifice CALCULATION SUMMARY Demand 130.47 psi 0 158.1 gpm 0 B.O.R. 131.32 psi 0 808.1 gpm 0 Supply 145.21 psi available 0 808.1 gpm Demand is below curve by 13.89 psi Notes: 560 SQ.FT. IS THE AREA OF THE WEST CANOPY TUKCCDRY 02/03/97 10:20am 1 • • { { r riPressure CPSI) Y } } L • ti Sheet Static = 146.00 psi. Residual = 63.00 psi at a flow of 10000.0 gpm. Demand at BOR = 130.47 psi with 158.1 gpm flowing. System demand = 131.32 psi with 808.1 gpm flowing. Pressure available = 145.21 psi when 808.1 gpm is flowing. Demand is below curve by 13.89 psi. (9.6%) R; 111'1* 11lr►d i• Sheet Archer Construction Inc. Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow EE Forty five degree elbow VT Victaulic tee VE Victaulic ninety degree elbow ALV Alarm valve: Grinnell F200, F2001 806 Backflow: Febco Backflow Model 805Y DPV Dry pipe valve GV Gate valve Description of Other abbreviations Code Description AO Arm -over DR Drop BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction PV Velocity Pressure -.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length TUKCCDRY 02/03/97 10:23am Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations Sheet TUKWILA COMMUNITY CENTER WEST CANOPY DRY SYSTEM REMOTE AREA #1 TUKWILA,WA. No. Code 1 2 3 4 5 6 7 8 9 10 11 18 19 20 21 49 50 AO1D DR10 BL1D BL1D BL1D BL10 BL2D BL2D CM1D BU1D BU1D BU2D RI1D RI2D RI2D UG1 UG1 Raw data previous Diam Length Kfacl 1.104 3.0 5.6 1.104 1.0 5.6 1.104 11.0 AO1D 1.104 11.0 AO1D 1.452 10.5 AO1D 1.452 8.0 AO1D 1.104 10.0 DR1D 1.104 1.0 DR1D 2.154 32.4 BL1D 2.154 140.0 CM10 2.154 75.0 3.352 3.0 BU1D 3.352 25.0 BU2D 4.352 10.0 RI1D 4.352 5.0 6.160 200.0 RI2D 6.160 0.0 to any calculations Kfac2 Press Elev Hose HW Vel Fittings 15.43 0.00 13.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 BL2D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 100 20 1T 0.0100 20 1T 0.0 100 20 0.0 100 20 0.0 100 20 0.0 100 20 1T 0.0 100 20 0.0 100 20 1T 0.0 100 20 7E 0.0 100 20 1E 0.0 100 20 6E , 2EE 0.0 100 20 1VE 0.0 100 20 1DPV ,1GV ,3VE ,1VT 0.0 100 20 1ALV,2VE 0.0 100 20 1B06,1VE 150.0 140 16 1GV,3E,1T 500.0 140 16 TUKCCDRY 02/03/97 10:23am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST CANOPY DRY SYSTEM REMOTE AREA #1 TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Arm -over 1D C = 100 __________= A 3.0 PT 15.43 1 22.0=5.60(15.43)-.5 F 4.6 PE 0.00 1 22.0 L.10 1T T 7.6 0.16954 PF 1.29 7.37 PT 16.72 3 81 Jct K -factor for arm -over id = 22.0/(16.72)-.5 = 5.38 at Hyd Ref Pts 3 4 5 6 Drop 1D C = 100 ______= A 1.0 PT 13.27 2 20.4=5.60(13.27)-.5 F 4.6 PE 0.00 2 20.4 1.10 1T T 5.6 0.14746 PF 0.82 6.84 PT 14.09 7 81 Jct K -factor for drop id = 20.4/(14.09)-.5 = 5.43 at Hyd Ref Pts 7 8 'TUKCCDRY 02/03/97 10:23am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST CANOPY DRY SYSTEM REMOTE AREA #1 TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1D C = 100 _= = = A 11.0 PT 16.72 3 A01D 22.0=5.38(16.72)-.5 F 0.0 PE 0.00 3 22.0 1.10 T 11.0 0.16958 PF 1.87 7.37 A 11.0 PT 18.58 4 AO1D 22.3=5.38(17.10)-.5 F 0.0 PE 0.00 4 44.3 1.10 T 11.0 0.61786 PF 6.80 14.83 PV= 1.48 A 10.5 PT 25.38 5 AO1D 26.4=5.38(24.11)-.5 F 0.0 PE 0.00 5 70.7 1.45 T 10.5 0.38685 PF 4.06 13.69 PV= 1.26 A 8.0 PT, 29.44 6 AO1D 28.0=5.38(26.98)-.5 F 5.5 PE 0.00 6 98.6 1.45 1T T 13.5 0.71661 PF 9:67 19.11 PV= 2.46 PT 39.11 9 Cross main Jct K -factor for branchline no. 1d = 98.6/(39.11)-.5 = 15.77 Branchline No. 2D C = 100 __ ____= A 10.0 PT 14.09 7 DR1D 20.4=5.43(14.09)-.5 F 0.0 OE 0.00 7 20.4 1.10 T 10.0 0.14747 PF 1.47 6.84 A 1.0 PT 15.57 8 DR1D 20.6=5.43(14.30)-.5 F 4.6 PE 0.00 8 41.0 1.10 1T T 5.6 0.53526 PF 2.99 13.73 PV= 1.27 PT 18.55 9 Cross main Jct K -factor for branchline no. 2d = 41.0/(18.55)-.5 = 9.52 TUKCCDRY 02/03/97 10:23am. Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST CANOPY DRY SYSTEM REMOTE AREA #1 TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main 1D C = 100 ______= K=25.29=15.77+9.52 A 32.4 PT 39.11 9 BL1D + BL2D 158.1=25.29(39.10-.5 .5 F 30.5 PE 0.00 9 158.1 2.15 7E T 62.9 0.25140 PF 15.82 13.92 PT 54.93 10 Bulk Jct K -factor for Cross main 1D = 158.1/(54.93)-.5 = 21.33 i TUKtCDRY 02/03/97 10:23am Sheet Archer Construction Inc. Sprinkler Systems Hydraulic Flow Calculations TUKWILA COMMUNITY CENTER WEST CANOPY DRY SYSTEM REMOTE AREA #1 TUKWILA,WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 100 ___= A 140.0 PT 54.93 10 CM 1D 158.1=21.33(54.93r.5 F 4.4 PE 0.00 10 158.1 2.15 1E T 144.4 0.25134 PF 36.28 13.92 A 75.0 PT 91.21 11 F 29.7 PE 0.00 11 158.1 2.15 6E 2EE T 104.7 0.25134 PF 26.30 13.92 PT 117.52 18 Bulk C = 100 -__- A 3.0 PT 117.52 18 158.1=14.58(117.52r.5 F 5.5 PE 0.00 18 158.1 3.35 1VE T 8.5 0.02917 PF 0.25 5.75 PT 117.76 19 Top of Riser Riser C = 100 ____= A 25.0 PT 117.76 19 Top of Riser F' 42.8 PE 6.32 (EL= 14.60 f t ) 19 158.1 3.35 1DPV 1GV T 67.8 0.02917 PF 1.98 5.75 3VE 1VT PT 126.06 20 8.0.R. Riser C = 100 ____= A 10.0 PT 126.06 20 Top of Riser F 37.1 PE 0.00 20 158.1 4.35 1ALV 2VE T 47.1 0.008'18 PF 0.39 3.41 A 5.0 PT 126.45 21 F 7.1 PE 0.00 21 158.1 4.35 1B06 1VE T 12.1 0.00818 PF 4.02 3.41 1B06 = 3.92# PT 130.47 49 B.O.R. Under ground C = 140 ___________= A 200.0 PT 130.47 49 B.O.R. 150.0 gpm = Hose F 107.6 PE 0.00 49 308.1 6.16 1GV 3E T 307.6 0.00278 PF 0.85 3.32 1T A 0.0 PT 131.32 50 500.0 gpm = Hose F 0.0 PE 0.00 50 808.1 6.16 T 0.0 0.00000 PF 0.00 8.70 PT 131.32 51 Supply Jct Available flow at 131.32 psi is 3920.3 gpm which is 3112.2 gpm from curve. Supply pressure available with 808.1 gpm flowing is 145.21 psi, thus system requirement is 13.89 psi below supply curve. (9.6%) TEL: iFtn 0P9 1.7*47 No .014 P.02 Yrvi 1 11 FILE viaziL4C ) irk _cApija-p-otolm. b 5ittet.A.,ALL irkahrirAsonn g 41 ..*ff=•••••••••••....INIM. ksi 6 grit eozy •4 #.40.1 _04 AfQ__44 ‘Sep..1t4a&A- 1,142>tiv c7,140V or , tt Let) 1.,.+T PS WI) c7 -00)V 604,147-- 6Ee ALiCe 2'714671L SPA troieAS4ei eigtovw6t- tar ofki$ TA.11610 /04..t LOAge-//, buE ioRLEZ., Aff ,thig-arE 1-1040 AAR> Pi Pl1.5 1,14i Toe -i 1304 coo xr _71415 010-qE. ti -et -S! ticco-rm y TC;iew Fite. beer- o° o° ° BEIM-___ START NEW WALL FROM EXISTING CORNER 0 EXISTING HALLWAY 0 8'-0" x 4'-6" (03) \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ r (do's \ \ (1.0) \ O M (01) EXISTING CONFERENCE ROOM (TO REMAIN AS IS). (02) EXISTING CABINETS (TO REMAIN). (03) NEW LAMINATE COUNTER TOPS. AN ' INISH WALLS TO MATCH EXISTING. (07) NEW 8' WALL TO LOWER 8' CEILING. (08) EXISTING WALL ABOVE TO 11'9" CEILING. (09) EXTEND 8 FOOT HIGH CEILING THIS AREA TO REMAIN OPEN ABOVE. ADD CAN LIGHT (1o) EXISTING OVERHEAD DUCT -VENTS TO REMAIN 11 FILL IN WALL UNDER COUNTER cp CUSTOM NANA-WALL WINDOW, MATCH HEIGHT OF EXISTING LOWER WINDOWS (SEE SHEET 5) 13 EXISTING STROBE ALARM TO REMAIN (14) ADD NEW STROBE ALARM (15) ADD SUPPLY AIR FROM EXISTING OVERHEAD (16) ADD RETURN AIR FROM EXISTING OVERHEAD LEGEND NEW WALLS EXISTING WALLS EXISTING SPRINKLERS PROPOSED PLAN New device location 75 candela /.5 watt Horn Strobe FLOOR PLAN ALLEN JOHANNESSEN ACCEPTED Without Comments o As Noted in Red 0 Per The Attached Letter +ese plans have been reviewed by The Tukwila Are Prevention Bureau for conformance with current aty standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after fills date will void this acceptance and will require a ?submittal of revised drawings for subsequent approval. ,at acceptance is subject to field test and inspection by Tukwila Fire Prevention Bureau. je:12- -10.9 By: 5-11 Fire Permit Number "F" 2--”? To schedule inspections call 206-575-4407 ACE FIRE & SECURITY SYSTEMS A DIVISION OF ALARM CENTER, INC. 07/31/2015 CITY OF TUKWILA COMMUNITY DEVELOPMENT DEPARTMENT PERMIT CENTER 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA, WA 98188 ATTN.: FIRE MARSHAL RE: Tukwila Community Center 12424 42nd Ave. S Tukwila, WA 98168 ACCEPTED Vlrthout Comments O As Noted in Red O Per The Attached Letter These plans have been reviewed by The Tukwila Fire prevention Bureau for conformance with current City standards. Acceptance is subject to errors and emissions which do not authorize violations of adopted standards and ordinances. 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 acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: b 3 > By: (1 Acs Fie and security Systems, a UL listed fire and security alarm installation and maintenance company, submits the following description of work that will be done at the above listed location. Scope of Work Install an A.E.S. fire alarm communicator. Product is UL Fire and NFPA-72 compliant, and has built-in power supply and charger. Communicator will be connected to a Farenhyt IFP-100ECS fire alarm control unit. Point of contact: Dennis Coates, dcoates(W_alarmcenterinc.com, 360-491-6320 or800-354-1555. Dennis Coates dcoates@a/armcenterinc. com ACE Fire & Security Systems Street Address: 4500 Third Ave SE, Lacey, WA 98503 • Mail Address: PO Box 3363, Lacey, WA 98509-3363 • Fax: (360) 438-4244 • Phone: 1-800-354-1555 NOTICE A completed, signed, Tukwila Are 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 tectin- 7UKWILA FIRE DEPARTMENT Pulse call 206-575-4407 and give this Ftre Permit No. and exact address for shut- down hutdown or restoration approval. PAID Al: -3 1015 TUKWILA FIRE -.,31/ bay- ra Mon Feb 12 09: 33: 43 1996 C:\ACAD\JOBS\TUKWILA\783-2 QC). OF GOOD Z a SI a2 Sr -- V I i w \) a_ FS 02. .6R/ \ Ti•E Y.7T 1 1r 'c -r(osJ R>ED i- Q LK. - 2 ED 1-.) Z. LK - T►d.tctTC ID 1 PC7• 1,+�. oZ. L.J(SHIeLD YL -u.) �- , O 12L - - I` 1 T rt rs.0 132 Lt) -1-) W t rT - 69..0 t-, S�c►JKt� JIOL- Q -ED+) 0, LK - k° �) J %4T . orercta_S Z ;So/ v y ays A4 / f 1 I Z.)ChMPL_E 'itttS CoYJAu tT GO�JTa�I►J t [LA W I - S SPPSR 0KT a- d VISOAr\., C./KT S FARE EPrcA-1• " LOOP& 5'0 Y SJ P£RV IS (01.1 . SHIELDS D t►J W \ rzE c-ov-T, (A (A -91- K1 o T(✓ , IT - Aa{ aC D To t} AQ>E A SPr rZ/ SrROE" I ►•) RMS 101 +- I Q G . 00.1- op.) JOToIJ co k t-_Prc_r Dto OG -S W 1 12-E S G 4I -F tE D U LE A FLJ►JC--T\0 a GKT )01-E-1-1-‘ &€ E Qtc-C LOOP (Z?tS) CLI�SS 6 T-ThPePrel.E CCLASS ts) AJDto SPEACEr- CKT STS LEL'? (C.LkSs e) VISUPPL St(-Jh& C -KT a4vMkJ-0ETlc. 0oot2tioLDtrz_ C'CT ofLk VAc. / o% -CLAr{ COIL. GKT oz-Ld vbc, flux Powe2 vJ l CZ„*E T`-( P 5‘ Awry Soy.- GU (bo ocrr uSE ILlAwcr- l6 hwCy- 110 Prz CoL- Gu S 1✓n Ts -IPE FPL. (.444 I Lk hW G„ STCLA t, b c 56R -L D(11 -A- LI►JE 'CD At4)0k (KrO _ G L k S S (j (Co o v E NTto f -) h L) DETE4`Tt 0JJ ZO c-('.-7 i RtJ SNUTZ:ouJ,.1 GaJT(to LS GKI' 4 1. 0 fv 11•k1s is P' 1iotz..0LSrmose UNIT Roto aL_0M JtsJ'cL ucr I (t.) 0T VOICE') i e-L0G - CoSOLTJtsTtD prG ZPK,.K.CrE..) TYPE FPL (%W�lktltLA� 1 Cr (Do >Jo r use ltil 170-)6) 11Z A w Cr @,.? O T F+•E.'2.i, CDC! Ilb r USE 1 t{ hw c) 0 PROVIDE FIRE ALARM SYSTEM CONNECTION AND 120V CONNECTION TO NCAREST ACCETLIDLE RECCfTACLC CIRCUIT. DJI.MP-E`2 vAD-ra12. set DETPtc1- 13e Lo TTL LOhD of frtzPrC.T-1dNp.l. Eilp -0A 4 PE2 ►10 Tums►JOT •-b EXCEED l() Am? (tsrz.. - L Fr'? GKr�2" Ho io"t0 vAc. G+<T` T fr( aTPtEn-S -rt-t‘ 1D-ovh-e- GKr KVSr 6s 10 St:.Pt:VZ-h-C-1✓ CowDU 1'f 'F'12 -0M 112£ hLAtZ 4. IOA • WP aVI PJ LL_ Pow ,J CrfT c2_s UP TO 11.4A-rr HUMAN SERVICES 101 /1 So -DtG-tTk L. D( PrLEC2-. SEE 0-Is€12_ ELPHONE TERMINAL B FIR ALARM ICTROL PANEL iT II II II II CKT 2 Eti a= rt_ 6 (Z. E S "4 2 i o t G 2E LA's C:oEL_ (02t{v cr� ()POO ALP..( Flat -.e IJovCN. C.LOSEO Cot•JrAc..T Oto'£►JSJ ¶•4Ui CLOS(►OG- boat -A E 0E -9 -GULL() `l' OPE' DP4N\PE'2s. IO APAP t►-1-LIrJ1= F1/4.)CE t S To P azo rl✓Z,T M 2 to (- C. I(LE,E.A- CONTI4GC`S (-r P IO A) 0 of /°4 Es ,80-tPLE . O�JIGE SO FfwkI2.6 /tDbt2�SS. 0109 Quaoi. FIRE ALARM SYSTEM QQ E)(At-1PLE : 3 IvCiSc-°e-lPr 3 luDtc-A-TES To - -r STrz-0CS CoNUr.C.rs ?b C.Kr V3 SET AuD(o TA -12 SELcr__-Cog_ SvHP6R. OV cPK-R TO 1/;. WhTr, - F❑ rAANU .L STA -'CN O SMOKE DETECTOR (D I^NIC:CATES V,CSTALLATION ;r! C.JC71 EST 51(.41r- PS S.1& -,.--SQ arts E O HEAT ,DETECTOR EST 516rf'r IiYtS) H FS SIG r s(3 C3 -S EST. SACT v a7O 7 - 0 S'L'RIHs.LER v'A .'E POST C'•. "101\11 -CR CO - SS.' R iNkLE • SW'I T C~ C.0";r,E'CT'C CtJET) ..CN C'. (pal') 51- El �- 1- 13- rA oTr1E.YZS CC1'.16HA731‘,; A.L Rr�1 SP`,�.KER STFO 5S -r- 7 5- 7A-- 106 FIRE , L iR\1 STRCEE L'GHT-v/AL'_ r.lOU ITEO EST Roa. -7A--Col FIRE ALAP".1 C3ri7RCL '~'1 EST a., u.)[ \Jo1C. YZ1SM REMOTE C CATI1 I LIGr-r EST SI6-14•- LED a C1v CKE DOOR RE _EASE M1'EOH,A;',L3\, - TYF' F� EST 1SoLl f,Q S%!OKE DOOR ^E! `ACE MESH I,11SV 000R 'OLDER CLO. ->TE • TYP,: FIRE ALAR%1 RD.MOTE 4.N r•, ;r,CIAT;R (FAR it.; ES •SA►J - S21ES SMOKE DAMPER CONNECT:ON (13, OTt{C'R..S) Coar1201- 12ELAr, (►.io►J- £ST �t210\ G POST •ND CA T C-R vAL'E C:CNNECTION oyc't}cn_s) - FRE ALARM ROY2tJtST2013C. WP - �--- Jc-r S1.10KK DET- 101 ET 101 EST' FsS7 - 00'7 QST 516-064- CAW u' St& -A_ -PS 14E.,y0 t' S6 BASE 0 - rT-- - ----�-i m----IT----- I --- -�-1 1•II OUTLET MOUNTING HEIGHTS MANUAL S T AT;DDr•1 FIRE ALAR`.1 SPEA,v.ER/STROBE L GH" F',RE ALAR`.+ CONTROL ^,-,r•,E_ + 4 FEET 'To rro1P (VE211FY 1.0/ A2c.41T>✓c.T) + 80 I..CHES LIR.. E4ELC'!v EIL E VER 'S 1LC ."rER (MEASuYZE -to Bo -r7 -0$-A.) + 6 FET TO -C-P • r�L►JE►2-AL. 1Jo r€S 1� DO NOT LOCATE A P? SMOKE D12. t -F itT aEr J (Tt+t►.1 3 fr Su PPL'? (tfoT) to 2 ve to -r-(2 rA2DLESS Op LOCA -710x0 S E%6vcJIJ O0 T4-4tAop hVoUT S Pc-tGIG , i-t-tC- 11--)G2)Kl-'Cr- (F(ZoM FPr(',P 0VL LPt-Sr ACV kc - Wtr GOLof -Et TMpE' , Tt+I. S lS \1ER.' IPA PbfLT JT, 3) IrLL S?LIC.ES 1 THE St4t ELIC l.Jl26 d� SHtELDEQ e• -tar -LC M.O T oFA DLk) 1.3 1{) C3 ff. M 1•c" E U P N D 1 tJ S J L. "C 1r: ► c) ►.I D I�1 Vt' ` t,)0 i'' C.C1 Y.1 Th C .: T ` C D LJ t)1/4.) , r L. (-:-.7,45T.GZ ^t `,4 ; Cy moo h.1 '2 . r Et-ts. 1r1Po TtFE I0--F..7LL1.1J'T' L.txZ)P C,1‹:11) l,S T-?%cf'ems at o is-( m E •� (-) f l I -<E: S . rsc� �.._ E (10 t.) a t' Cy-; G 1Ttt/t T . "L -c '; h S t 0:74) L) 4... C.)L 1 orv01flE►.JCr- frc- "rh'r' 4YJ 1) 1 -1 -t -)N -c- (]C.f. occl0 J'\-1. L.`-' 14 tiv-Po.JC.rt 0l=F ,, JtT t'C is svcloCi-t-;E Z ti)2�(c.d'rC` �"i .(_ rrr,r,r:\, LRST 17•r;JIC. O)J A BYLPIJ I,..Arz.£S To 'Tt-tE it 1IJ T£rtMINhLS. TH C./K1- Dori No -7 USS. A►J "EOL" D>r.v t �� W E tvv-HE?...kPROOF SURE: F .KT 60)( c;--) • <T .) \\ C_ 11 -s- 0 I I CONFERENCE 5/A/1Q r --p SENIOR/ADULTI 4 111,1 104 5/A/1,) t t 1l 57(4..•. Sc'r�ct cl;rrl 2� 1 I ct v`PG}tER'r CERaMI 1�"i-fil 31 1,J ,..:. L<ot �Il���JhL. GKT �-l� I I I ' --- II LL ----IL--- ----J I - O CARDS/GAMES \ - DAr1CC 11 j'A/1-710 5-0 L.. V tSufc OLN ROOM /' CLOSET STORAC L -J RESTROOM FIRESIDE LOUNGE 5%A /1-5 W01FN 1177, 4/D/1 CORK OR )18 EN 1-4715-771 `120 ` x-...11 -�: 3 { MEI • IV - 1\ Ir \\ I I' ' \\ \I \\ \ II 11 11 11 11. 11 w'^sI V.7 M 1�/RT1 z S( V VENDIN(-I,, �?4 01.107 z M , �pllt /r• ZHVIaSI �r • STOR r -F-) 6.21 -r Ir IR 4 01. va on sommemasise 0931111 ITTITTITFI-1 STORAGE STORAGE 1_ZA 1 1 r• -n- I -7/A21I I BANQUET MEETI z Si v3 Itoorrr \a En_ V1SuPc1...1 si V3 NING ITCHEN 11 11 1/ 51 oaNz ler ri- - H Ir LI TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job iS 7 • FIST FLOO WEST' 010/ leA.OKES. ESP si+tok cie-kiew (DAL)47/41-4 (Dkittoi-efe _dal( 46, ;76 keilt9ot and exact address for shut- down or restoration approval. ACCEPTED WITHOUT COMMENTS. EKAS NOTED IN RED El PER THE ATTACHED LETTtR The drawings affixed heretd have bpen reviewed and accepted by the City Of Tukwila Fire Dept. Additions, deletion§ or revisions to these drawingS after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance Is subject to fleld: inspection by a representative of this department CITY OF TUKWILA 575-4407 FEB 2 0 1996 ISSUED FOR APPROVAL COMMENTS ,, f'IEH ALARM SYSTHM 1-206-457-3308 (13 oo APPROVAL: APPROVAL: xxx xxxxx DESIGNER: cs DRAFTSMAN: (f) cr o D 3 - SHEET NUMBER 14-3 783.'„H , 7413 • 09: 37: 18 1996 41, / // / / SEPTLTiTE 111 PROVIDE CONNECTION OF SPRINKLER SYSTEM OST DICATOR VALVE SUP RVISORY SWITCH. 00 ATE WITH DIVISION 11 4 AS / 1/ IMO EMU (17)7 FLAG NOTES PROVIDE FIRE ALARM SYSTEM CONNECTION AND 120V CONNECTION TO NCARCOT ACCESSIDLE RECEPTACLE CIRCUIT. a) 0-12 • L.07 Ertor.5-1 ( i(141,1Alerr b.:1E1S/ 3315, D SHOWERS 1330 DRYING • • DRYING 136C 1 0 011q- oclos LOC ER ETS 13644 VIA X.1 WATT' WOMENS 133 LA v911 11 SEE DeThil— pLumer / LOCKERS LAUNDR INEra 132 RE EP TON 130A 4 FIRST AID 130J 1 RES STORAGE OFFICE 5 12 Fl ST FLOO EAST OFFICE 130D 5/A/1 OFFICE OFHCE OFFICE 130F OFFICE 5/4/12 STAFF LOUNGE Vaviert- z .111 se oaa 12M 1.1,8V 1-2 STORAGE 141A A HANGING 134 2 FAMILY CHANGING P TO BOILER ROOM 135 CORRIDOR 15. F A C (r.../61.11E,S7?0;11.13L I RACOUETBALL/,G:111'41,0113/NAA1,,,STilU3M F YER ( 101 SbZ Ell S E3 a- 0 I orttaLS • womEN -- 1 STORAGE -- • V. 11 Ch7.9 ISSUED FOR APPROVAL el COMMENTS ALARM SYSTM 1-206-457-3308 co CO -J APPROVAL: APPROVAL: DESIGNER: DRAFTSMAN: EDWARDS LLI SHEET NUMBER 7 3 CO Q erim • cV 08S\TUKWILA\783-4 U 'Q U pt NE' ).) Ark -hi -a Cs1.n\ l.pkcz.) 10 1r0 ftHJ-1 Coo-rrtCLs <Q�L.. DowJ Srhlrt-S L - �t.N Room 103 13ELo'J 2EL1+`{-1a\ AHU-1 D 1\0-01 • MECHANICAL ATTIC 2/M.i otaa. SEE MECHANICAL FOR EQUISMJT LAYOUT s �1 1'710" .0" 0 ^ 07,010014.0 01 vEt21F`( DtJGT DET Loc.'s W/ µt1 A, C.a►�rrZ-C-To12. ,-/2E „s, IS EIZ, Ti-ttSE A • ct<-rs MAY RuN 1 ) Srw4E C.oNvvtTCS) No sc kL.E o2-2_3()4 Ttct- KS UP TO MtrG rti R''^ �P TS Sf To WES r PtAK ERS TO 10EST SrmoaeS { To W r DOon_AoLDS LX -rev- o off.. LINLS 02 Pft 1 EA< --F4 FOR. LINE SCM L)Q ) stLeor K 1J I. &*4 r Stull Pt Pc L E CZ- �{ FAA 2 4 D1kLEC2. Z.o►JES 1 - l�J h1-£ rL 1=t Ot.i - (41/44JJ111i - AUTO 1471C,1 3 - ;opeav1i01Zy (7,4,4-+PE1zs) - S r1 -1'11-0 tJ R LE. too u NTE D 0 tJ/A ti l; k►i' 1-o T- L Che. -K. t3 42c� EHEC- 12.-t.1 a ctCZEMAS �--- t41C,12.0PROOE 1051 DE X57" whkLL 2,41c( Cire 31 ., RPS8Ak It 1475 as Z To 0TkkfCZ 1t-rt.L.Ltcrsor' AeV 1C,t (1JES.T3 To &PCT ENE 2CrY Co.,T7tOL$ 304 C -S µMMR 7A14. QHTrtr.t For. cwt Sr 14 a tkEQE I r6C. t .&rrEese C,ABwt;T 8'/4" t 714/ peep gc-- l NL>LoS TWE I(5. ?ct•Ir CULLS FOP. NOTE : COUDv t -r Co 2 P44-- PW 42_ f-�UST E 4JT£ IR a t. 1G. 0. (DEDiGA-Mob ta0 VI+C� v (CoPPEVLGND.) �- TOO V DAtit PEELS uJEST J EST -d2 CDJD° tTS O K 1,J SOTTO IA %r1- 1 GoauF'a t.)L`1 GisL.itbE n tC.-E C..ouuT ttIS At2E 11 (24 wtrt+ 2£Litq © 6 f'i UPPED FL00WEST Or / St. P. Coo Dv t SE�PESt.ME lDovvJ ti HR 101 C- c.tkelocTS S )RFAC-LET. 514° DEEP 4 C A..4 E\J E.>,T tSPLi4`(S 1L) I;NCrLIS Ti-t1S E,r1C_LoSuR.'E (bJteS COM► -td L) C.o WTRALS 6l LE1JC re-c)v1 czEs Er, S'CL. LE -PT EhcT 3 5 7 8 0 11 Ia. 13 1�( t5 Sp+42E I� WET FLOW WtrT w+=1- FLOW EMT D2" e" Low WEST bay F Low toCT" rAMPE12..s TP�td?E2S tit - LO Pr1R EkST PULLS WEST Pu L.LS EAsr StAoK£S WESr 5t-10KES Duca' SET'S A 1(.5" S/.►J AA.) IJ U 1.1C -L r AC.TIV►rTE DIkLC z.01J61 "WkTEt2l=Low" Act -Ti V A -C E DIALER. ZouE 3 °SuPER.vlsot i " Pcc.TI v aTE AIkUEl2 Zoos" A. /1 2s titS pC- S,' 6 A•F� a EcofMENDt.p r X x \ To X x x \ > > /LI SER• vevrcc.S IC x a� z ( TO CAST F. Pt SPEAKERS v'{ -t'1.4t sc 1=. A. exxs ! , A 12u'1 t o s .nE Co k, s3 tT(.1) r ro Pe) IDES (EMST) ✓ �6 ,}- To C.#111-C- / nsr/ 1,4 POOR F1oLLi S1P21►JKLcYZ-t.0ECL c z -r / Pr'Dp2-sSES GMT 145.1- WET Flow WEST Wei" FLOW E-PTST DRY FLOW U.) EST DIV? FLOW) ti.) CT TAMPERS t- DDC.A-me .S D 12' TAMS' S 41 -Lo Ar \ R S U P V S 4.Y P 1--MP£R. xr E to c.KT Wt RES TD tJDRJt.0PE.lJ C-DUTP CT(s) Ik) pr CLhSS 13 SuPEcZ JtSE V 1 rnJt2. wiTf-1 4 7 K CL co L A-1-" C L.A-s r) S w 1 TC t -f . 1-oeiri- STROES L! .] U Li Li 1-141S 7.4% +1ous£s 4 DuhL c -KT 1NT£LUG"r kODcJLE.S Fort 1-+tE V SPRWKLE Z. 2215.£12- A- ..kam •1- SuPE2 .vlson-K G K f5.. . ou rE CAu vs u71opAL GLhSt 6 A x.r GKTS To (z1EYL pE<JIGES. GOO notT/FL,E1C Trj MIS ea. S W 1 TC tt E3 A -S (2 - Ll S T- ( Th I. V DAME (SEr, cONn.. MR I0t< t1 - ala 1 , t{ TURF►. F A , 7- aC) x 10 VALVE; VA taq 1Yid CA►.AJtr 12.1 SLA -0 1-6 TO VhLVE. 12.00 IA l L /A F:A•s aoK I z 5.a Jy VS V 6 M CZ RS1-tB5 DC- o3 toinoi 01 AHU-2. w 0020.2 MECHA AutJ Du 1.1- DET A-DAf1ES1 a ELN? AtDDQESS (51(7A- -c ' HAP TO At+0- t oto' oao 010-5 HU -t2. 01 0 3 O 020 J. 0104 S At{U-3 0105 Oa.o3 , 4u-4 0106 0.204 UPPED Z I SEE KAECH. FOR gUIphi A .r.0 . 61°4 ANU1a: • PAR TjA OIQAHU-4 W/ 26�-+tea o2.0 tA �-- t AHU-3 /210_44- LAJ( REl.: 0.20 3 Z HT EN( ro FS AlkU-14 COLITRALS "1"O frig J-3 C.OUTrt.oLS FS -.� b QT 1-c, Q.Z.V. rt,,t‘*; •; t.� rrt.,t a �o u -1.-s t t ) 1.10 TE '. PKU - AE'PA`2ttJTLc' F1AS «Z_ aEt'. 5 UwPLJ PLS QUI -AS 1-t+ s 2EgJlezlu(l- 02 1JVGT DE -TS 0thL`et 00-E Dour DET R E 1 Y FO 2 S &W T. bO ui IJ . TS O T 14 DET'S A-1>T)2.EsS,ES .DHAP IQ 5.'o LJAP CTU ter OPT-) hLRz.M F -o -t 'E lTkt 1✓ ICL I!£12t u c: -t- Dr:T. L.0 C.1 S , u J/ t-1 V FSC. c,c4.-)-rre_itcc7rog, FLOO EAST rr mrn�..Mlmin+m"m ,�"I�Nx�'RAm V1 Ml,W;,"MA- x11"-,r',r . N Pr t 11-41 S ..: t S., A. ,-,#‘1. 4.) -T-S.L.L. 1 C&-5.' 017 ,1 S nr "q , rE ?-t µ 1,°r"'m"1,„0000rT71rasuamAu assM'M4 mlmgnm.m.W0.'xp"U,yxm rIN,r, IVnrym.prla* Pius01$0401 P 00,••• lynxp"1'm Yu tl •""'i ,' PNC. 1 k b E v1 C 'E Lti11 L t D (5 P 1_41k`1 1 11-S .. 0 W 1..) , ,V !r (.,�G'i., A S 1 l M 1E Gt3 .�.r p �.«�I,E 1 ,. k LA 12N1 D v GT 1 � I��Wr�,,.l���,, r rrl� �r� "�1� H'x,r x T.,. •,n,�. r. ,a .x,,,, ar 1, rr � , �,��•� r� S l x rr, v,.��p.l r tlr r r5. n ���x,nv �n �� / D /� EAST- i,,r1 ilii ,yr„n.R x*N .,. nr..r,Nhm I, x,,xN!!A'rl4Ya'0M' 'T�i 110m�W�SWIM, ."nlml.l' 01 PEA.) 1 N "." o t= .�.� t')A �� . P{TTIG , PE .) AoDrzEs q,., +nwuTrenrm,uxTn.n0110aaaaal Mmiin+Aulrr0aA'�11C�"r""i"rx��Iw�nINNxMrn;q�,prnrry,rq,lrrvnmwryrara.rpi.as.�,nmi urwrrrti.epnInrromtaM"non11p0yr ^r 0,'+ii'n rx�,�� ETS , , t''N • g L 1:, c,- r CZ>✓ 1►• i E ITH-1r YZ LL -.l._. 1• . Xl l �., llm"-n Im'r W'lY .n, lyd r1Am uVa'"'''aa I r',.•, n .I .a a0 1' 1In I0 au ii. 1, r, kAl.�n,i, ".'m 000a0 10, ,4 IYN' n I xI SNI, ;t4��' RxMS PSu14A-csL'( ;vlslRLrp..0)-k Li 1rl+l� 12..0.01A Yim1 ..n r 121.4 Am +,. x ,,, .. r... . ,m xammm,m,m11$00el Mru,,,m.x,,,utsam. ,...m,mv. .1 ;,04.001 Nm00M0',n. �.��i il: v. • 1• . I4 "1. 1 '1 1' • . I I Birt i 2�1 •I'! l 17�` i'- - �. --- ►:-.IA ___ - . ti�-_' _1... 1_ !ohr;Ljidar '_ 1 -,. • is -` -, < h t i= _ i•il.ci, ��: i.- t. vee- <'t C';fc i` .4,i 1 ' ' , l r r 1n + Ccnc 11'C1Ji+. ,• n , {M � L'ierc � c .11 • Qf t • N :217'24' it G^ij-,i. St CONNECT TO EXISTING SANITARY MANHOLE RECONSTRUCT CHANNEL FOR NEW CONNECTION PER CITY OF TUKWILA STD DETAIL S-3 ADJUST RIM TO FINISHED GRADE \T4 i ,/ '1'11 • moi' VI-. 1 it e 1,..7.!-•4 .1...,\ hi tiU•,?.,..1_:'Q• 11, 11X.00 1 1 : svsTem 5-600 (2) Vokule. Pethot cusp 4 0 o 1 00/ 7-0 4-0 0-7 1 itst -4115 31 0 CIL gc7 o izzt 0-8 200 II 414-4 e- 14. Aorsla 9"40 OOP VIDA 4-5 .-1615T 50K -E- • • &;____Av.:4>.'/11 04s4 - J/ OLN 11 I /tic 5,4 12-4- .143 0 _4•• 3 + —z)% .011 ei -11 lp trte sla • t. 3 4i 10 45441 t 7:4.) I 04-0- 0-10 170y/ii, 4 23,0 A 0 AM _I :41 2-40 .11 0-40 44. • 41 ijv tc 1 51, 1 9-2 2 15-t 4 o-9 sv- 112 ,..t... rl/Lea-._ DI, _ 0-ri. 4 .75 • — r • lroM 2.1 mAi=4 ti; -1,74 Arlo 411e .21. —a i — 4 ui -32 .41 15.-104_ AFF 0 4 ott 10 JOIST 5PAr..4 -3 • 0-4 t. :hog 45 0 • 0 34 9-131 1-16 41 .11 4,3 4)1 43 1-7 344440 — Hogril PUt 4.0 -o 14-0 GENERAL NOTES: 114V5 74E. 13L.11 -ID Spiv—a_ is 004 -come . 4 1,10 51'01414LE/2S izseitnizsr,- TOTA 201 -1415 4146E7" le, 50 7,0Corki 1/40t 9e20 -n. ezota,) SCALE: Vilv. APPROVED BY: REVISED DRAWING NUMBER 24 X 36 PRINTED ON NO. 1000H CLEARPRINT • 19 • 171J x 7-7"6,6 VI6 Ft -4. YD FI?G I)E'I PIPE: 0 • 6 #-1 OG �C11 14 11,1 �- 4+ot. r=s 7ka It P�+s B (oT1iERS 12 n1 $-IO (90 • • • • • • Z is I"1.7k?A1.! 9b°4 1"BAL.4. VAI -V 4"Ar v 0-1 90° $ I" e4U VALv5-\ m Yihrft \fi 0 GENERAL NOTES 1. TUKWILA FIRE DEPT. AND W.S.R.B. APPROVALS 2. WATER AVALIBILITY PER TUKWILA WATER DEPT. AS FOLLOWES: STATIC PRESSURE = 146P.S.I. RESIDUAL PRESSURE = 63P.S.I. FLOWING 10.000 G.P.M. FLOW TEST TAKEN AT SO. 43RD & 124TH 3. ALL UNDERGROUND PIPING IS BY OTHERS 4. ALL ELECT. IS BY OTHERS 5. PENITRATIONS OF BEAMS , AS REQUIRED, ARE BY OTHERS 6. PIPING: MAIN PIPING 2.5" THRU 4" IS DYNA FLOW THINWALL LINE PIPING 1" THRU 2" IS ALLIED XL THREADED 7. INSULATION OVER PIPE IN JOIST SPACES IS BY OTHERS 8. ALL CEILING JOISTS ABOVE SUSPENDED CEILINGS HAVE GYP. BOARD ON THEM THUS THE BLIND SPACES ARE NON -COMB. AND HAVE NO SPRINKLERS REQUIRED 9. GYMNASIUM SPRINKLER HEADS TO HAVE HEAD GUARDS INSTALLED 10. ALL MAIN PIPING IS TO BE BRACED PER NFPA 13 11. ALL PIPE HANGERS ARE TO BE INSTALLED PER NFPA 13 12. HYDRAULICLY CALCULATED AREAS: •f REMOTE AREA #1, WET SYSTEM, WEST END OFj LDG., .„.1373000 REMOTE AREA #2, WET SYSTEM, GYMNASIUM,` /3000 REMOTE AREA #1, DRY SYSTEM, WEST END OUTSIDE CANOPY, .Zo/AREA REMOTE AREA #2, DRY SYSTEM, CENTER OUTSIDE. CANOPY, .20 /AREA//\ 13. ALL PIPING IS SIZED BY ABOVE CALCULATIONS 14. IT IS THE OWENERS RESPONSIBILITY TO MAINTAIN 40 DEGREES INSIDE THE BLDG. AT ALL TIMES TO PREVENT SPRINKLER PIPING FROM FREEZING 15. THESE SPRINKLER SYSTEMS MUST BE HYDROSTATICLY TESTED TO 200 P.S.I. FOR 2 -HOURS AND WITNESSED BY THE TUKWILA FIRE DEPT. 16. THESE DRAWINGS HAVE BEEN SUBMITTED FOR COORDINATION TO THE GENERAL CONTRACTOR, PLUMBER, HVAC, ELECTRICAL AND ARCHITECT il%CP:11‘ f\e N tiel-00P® 30-o-LAFf C2ro'-!." RADIJS F2tM 4-) $R,41.k 4-Ltaas ®4'.E AW 50 roM DP 21412's 4 t5et-au! IfJ5ULAT1oR1- • • 01 \k 471"1..1 -r2Et-L.ls I3kt.O J - (z TYrtcAL) '44 4"6 2u V1.o1:. 4-26o0FP iU 7Ytfct.Y 1 //TAMPEr1- rC�'l (z -r-?rt�AL) °,9,1• Gy ( inn l" WEsT Pi FG -4-"To r A4r W -k; k I.o� () EAST PIPE 4 /LYI ip9-p I1'W FCC. 4" 7100 F1° CPIEci VADJt- a:ro) c D C C 4 C 3'64-0 3=Z"6 6, fu° L 6- ,v n 4•(3-0) u 2-c..66 u 3 ,co -c.46101- t4 TO W.M.G. =5" FLAIJ4,f, � 5-0 O • 6:4'301mm cF 81ENM cFNa430 & -' A11 4'¢ f}oI .4IZE 7YPtc.4� sz.12.°ELt- D-(o"EG Fc2EA44 LEO, � KTF21o2 CALIOPY iJO 5 : PIPtxt4 PLAkl-CE17E2. !8"s1 -O" Flog Til GEuL naY I'I VALVE P2E95.5KIITG1i m RETAe.t7 -z-+- vtC. F {- oLES 124-2.0�FFW17 P.E,aM O S ' O HER -5 ep 291-0 RADIUS F!ZDrvt 6E1.4rEdL PO 14T Aft 2214.` i4A1.1G, w/ CEI- fi6E. y4x!'�z" LPGs F.G. TS 6rZUVLoI' So-rrrrzFLy W/ TAMPE2 Su 11 + r ► 3 "(z-4) 1=;64 v 110YAo AIR. comoz*rxd --..• r7,2_4 if -I 90° 1" {34L1�'JALVE I'' -(o" Xl" R9 LI Fat. STA�J f' T .:2bR R I SER ROOM SECTION 1/2 -t' -o SIE DRwy,. #3 FoR 2EV1 o -i S LL. VALVE P1z1U KLF-Q 4-4 AP- MANUF./ Mo7EL- -CYP1: •1 P ()Pince.' C,aiJc4PY 4(Meto!- GEADZAL 64/arME 55P te.05- 1z" }amailre. '4Z" LC4404Mt<. 43'- J.A. 0 1/2." ► C)4I2.01.% Q e4.Tri.IDED coQarA6IJDEWALI Zl2c C I417RAL 8(ZAss SSO IC054* CEiTRA.L Q•IR.cNtE►b2.112. 11GIEwALL 1195 • To7Xt L 81 -TTA L 11415 4IEET 13 cN�2 Ccy 15T1aOCT IJ , ..DJC. •855 S4. Zo(o 71 kr-04T, 9&32 ZU/o) 2)i - -? 7- Z SCALE: t/BM_ f -C7 APPROVED BY: DATE : MAr2.64 T�K�c11LA 6u'i• 11` Out -TY I-514 124z4 • o 4Zto 1V d.t.C., W4, f IPIkIen P) -A - G NT G2 ,&ILEA tZ t 5 ER. {Z.O[,M 5E .TI o/J DRAWN BY REVISED DRAWING NUMBER top 4' 24 X 36 PRINTED ON NO. 1000H CLEARPRINT • q 4c1F- 4 0 \ 12-? 4 2i-o- 1.0 .0 Nis N �EZZ x252 Vic- tzlst: - ci.ANIY Gl EG-rtot i YA A" ;JO 5CAt.e 34-1! FAL MA, ,cP (11-4 V 1 11 20 - Ir 1 „ 20 -II e 2.5- 9 13-0 Ukir2 z. uN0 Fr -<=47 (5F 4t?� P►.>J) N 0 of 4 0. 4, Z *b I3 -Io" -lo 9104 -AFF 0 14-40 -p1 l M s 1'0 I� Io -o 4x 1022~6;6 13-10 :a HO 3-1D 3- 3-3 : 2-5 / ►D' -6,h- —4 2m ���� 16 -e+ -AFF- o - -___.-11.S.5-10 Mad 9 -c� ,r J it r- (4-1)SI 1 l9 -u) / IIsi- 11 �I , 14 / m 10'--9 • j3-9>2 9-I & <• 1 -113 3.,z0 3.0Z. 0 12-4' W►T doiR -4J.; J4' Gef 10-10 9 / i 11 3 14 U,- a I1-.. es- '' -1 41 1 9 -to 0 / az 1' 9 -so m °l-SXr- t1�3-0 1� 13 -Co in o Y a N .- o 11 -410"7-1 ! , . +1,1r V DI p` 4x 19$647 /'--iF it ! �i� l2-fo 46)' 9-'i‹ 114 0 _a 1/ • 10 -to -9 3.i2 i 9-otAFf 424-6 GG(24-5J 16. (17-11) 414 5 -Buz. U�-G) 341‘ l3QkAffl �to{ofr1F1 1S¢- I tl-lo U3-4) k N 4" 11-Z 64 4" ro-o 1' 4-9 O / 4 04 0 N 1/ -/O 310 ("r 0 N ?` t� 1 /1 9 -►o + 5GE F441 O R.JGHT- .1."; OA IZ Y /tfi�► 4( --- 14a 1+ 4( A 4a-nAttd, for Q� 11 Z t 2. i !1- O 4-0 9 to-Va. 2.100AFF -0 I3 I1. }sU-M. ;60+21% 63l;1131,,,/ " GRID 1 (R) 4xz+-o x z�4- (z4-5) • • t.LP-. -IV "A -A 1114' >7G 4 / 9 2$24-OGr4 (24-4.), 0 -2,C24-0 es4 ►i 0 O4M1 114 1 10-92f 0 5-2 g 2 Q 11 t 0 / 0. 0 A ifcO Tr / 2 CW" \ ., Zx22-oGy i / 1 R1 If Il 9 4-33 1j 11411 117. 011Its, to k. O. 14 0 I1f -404, / a e- 0 10-34 j0 -%la / -pp of MIG -22. /Loc' j4. 1.4-0"f M uLG4-L,`A IrIc RAO 1/e,' = co' 1.1 11 11 661,'M 12111112ER-et9ELDS 0 114 / Jo 0 tn 2 0- 9 11-1,•1017 "MST VA57* Y2," ot2IFIGO 0 ceorzAL 13(2145 GeartzA L.- 02445 1 utomDitY 0 9 • 1361 LEL (2.m meat mezL 59 itp5° 0 12 I DATE: mAizz4i. 4, APPROVED BY: REVISED GrMome 25 11424 $0 42/JD "TV 4141 LA ,WA DRAWING NUMBER cis) 1 L-1 • 6.o 0 P( • • • 8-e 60 0 0 0 o O Ovie O 0 • 0 • • 0 0 8-0 0 1 u-9 0. 0 X 24 X 36 PRINTED ON NO. 1000H CLEARPRINT • 0 t � • 1 • • 6 0 O O 0N O O O 8-0 8 =2 • • O • • 0 8-0 8 6-0 0 I • 10 4 ; ®O 0 • t I , 4T1 - _1 _'+-_- 1 , t t I- 1 GAJ � it -9" VAR.tt5 to •GA' FFpK T1 r -t + I- 1 . L. !. 1,1 I EX'TafLI02 9-4' s o l ta-o 1, 0 S -cm 1:2-14D +1175 iJ M t?I7t.t- ©:AY O• T O E><TEi -Ii It -1" e , • • 0 • • • 0 I0"0' 1 0 • • 0 B -o 8 8.O a•4 • v/ • A I N. , 0-0 • IN 0 0 6-o I / GDOLP2 co\ fxefzEIz. �� I1 11 0 II 11 -11 11 11 11 11 0 • 10-0 •;. r 1-a It -9 EX -Male: {Z 1 11 II 11 II • 11 0 gffi_ECTEt7 CEt-144, 17I -,4'J WEs-r I,a=t'D" HogThi 1-o -V- ?-o • 0• 1 Xt�a:orL 1 v fit hi AwG, Th, au r 1TbM O` £- lors'rs _ 5v5P. 0T65®t;AFf 0 1 6-2. 0 O • 0 O 4Z 0. 10-0 -o :4 1+-0 TYrio4 0,AY F 3 -o - O• 1 [ ;IA 0 r { a H-0 • 0 ® 0• • 6-0 0. 0 (DI :IES LI tI il Ir,1 ,� r 41J !! I u-9 1+-0 TYrio4 0,AY F 3 -o - O• 1 [ ;IA 0 r { a H-0 • 0 ® 0• • 6-0 0. 0 (DI :IES $1 !! 1 1 s - --.......-,o j 0 �--I- • O X0-0 0 7 r, • L'1 S -o ` f o' o 0 ,;,i, -r ri 1-o A r t-1 F- e.od STS UGT► �t_f , ri,/ c 7655 O. 2L(-;?Tmi 20W571-77:2-7- SCALE: 'Illi DATE: M/Al2.411. gC� APPROVED BY: DRAWN BY 1'i .. REVISED 1-314w 1 LA. COMM 01\l/TY tela 1 242..4 so 47-10 F_Ft -r v CEt 1-1/4 FL 4,J )r J 7'" DRAWING NUMBER 4 of -4g M"1.1.11116X11] Il YII IWIA' 3 IY'IY1'YIYWW1114 YlYY11YY11YWLY 144111 h 9 • IZ EFLEZTW ce_iu 4C', P«o-CO,JTEi u otZTH 25-0 (2 cKv .ToE -- corslAIS. L,.rTArs E57 P -TEST j 1c�-4.-o k�u 13 !,d�� 3O .V�p. `` a0. F. pl I of 0% (2)17a'v greo5(Par-4SEta/) i X Ced- Ft -6, goo 4 go -14 -o3 1 CtIL 1 I.CY I g-oO { RI/JG N .44 -e- ,e1 o t. S U�U (4-0 A *01'1 W. r NZ EL. "— MA A4 ® 2'i" A9 Ve MSU} M F22.FL. 7 oN 94" P STjarr f CLAMP (9-5ii,AFF) -e- (z5) tie $PZA- 3 07A1614-7 WAST meci-IA/J 1 C4 L gm. PIPING t f8,�,,d• *ftesb pot) KILL NOR -11N �2C14a1- Coa15rnZ.vc-r,oi-1 G.. 1855 SO. Wee TM 10EIJT)WA, 9Q,o92. (z-040)87Z-7zzZ SCALE: I/8~2.t' Q' DATE: NIA /24,4 11 SG APPROVED BY: DRAWN BY 13, tom• REVISED -11)14V.1 ILA COMMI)1J1TY GG-bJrEfZ 24-z4 -rv►.w►LA ., 24 X 3e PRINTED ON NO. 100011 CLEARPRINT • REFt.EGTV17 GE t L . Pt l4i..1- GSA -11M AREA WEST Maw4 tc4L- tzM 1:709046 PLAki DRAWING NUMBER 14-c. %404,44S 0 0 0 ll -9 7 14-o 11-0 0 0 IA.'J atz- 0 7 -Co ,.../0,464 S-2. 7 0 0 6-z 1 • 0 0 • 1ZI 8. z. • co.4.4644 0 • 0 0 0 0 0 $4, rz. -0 1 2.-c, 1Z-0 - / fit 0 t 1 04 3.435 1-4' • 516+11.. e. -2- t 0 S-1 0 uenM • 0 IL_ • 0 T_a rr CEIt-li1/416 -54i-905e:47 friPthIG 0 1 1 • 0 8-3 = 0 4 -@ 7. CI. T -r caiLl,d6 pL,44 Yer-e.-0" gozT1-1 tL u 11 IA" D.J.Sen..A-noiJ cvetZ, eiPa- 0,1 073}4125 We> via NN- tz.75'04/z..4E041-1z4.5D VP -04/4g- L e-UJdOI5T crALE - 1-161}-1- M01.11TaZ "p 1:,`" Ve,"--- 1 '-o>" 4usrEmoet2 1-14,01 -P-c-Trea.y AP..ci-tatz coasTatic-noki , 506 . -76 & 20(QT14 t/J.4 9&oz. 266) E7 SCALE: VeA-- I 1- DATE :MAP -44- Go! APPROVED BY: DRAWN BY REVISED -rogii/ILA c'om,1/4401.11T,r 11-4z4 o 4wp Tozv./ t._.4 5 WA • tZeFLEC.71) e,eIL. ?LAOE.----457 E-TtOI.J "Vr," DRAWING NUMBER 24 X 36 PRINTED ON NO. 1000H CLEARPRINT • •ri ri . Li . 11 0 uenM • 0 IL_ • 0 T_a rr CEIt-li1/416 -54i-905e:47 friPthIG 0 1 1 • 0 8-3 = 0 4 -@ 7. CI. T -r caiLl,d6 pL,44 Yer-e.-0" gozT1-1 tL u 11 IA" D.J.Sen..A-noiJ cvetZ, eiPa- 0,1 073}4125 We> via NN- tz.75'04/z..4E041-1z4.5D VP -04/4g- L e-UJdOI5T crALE - 1-161}-1- M01.11TaZ "p 1:,`" Ve,"--- 1 '-o>" 4usrEmoet2 1-14,01 -P-c-Trea.y AP..ci-tatz coasTatic-noki , 506 . -76 & 20(QT14 t/J.4 9&oz. 266) E7 SCALE: VeA-- I 1- DATE :MAP -44- Go! APPROVED BY: DRAWN BY REVISED -rogii/ILA c'om,1/4401.11T,r 11-4z4 o 4wp Tozv./ t._.4 5 WA • tZeFLEC.71) e,eIL. ?LAOE.----457 E-TtOI.J "Vr," DRAWING NUMBER 24 X 36 PRINTED ON NO. 1000H CLEARPRINT • ;% 14 P wi 'Mtll4n N M' r �� ry y �'i ii .YT M�r�'N,'rl rl'P111 III Uv 1 (a E . c. -k-EL D U l_E C.KT tJp. of Coop A- 5102 Si- VI i-VI u v ( a. col.otrzi \vEu-r1 F \c.frncaJ RED t- t3 LK -- 2 ED-k-)ISLK- �hCKa'Ftl4 -r& lam- oL )(stttrLD +-) O& - TAfr I r rt ri-U gLv--) WttT- PtQrt-) 010L— tZtt t-, ¢LK t° L►^1�kki 4T $'' OTt- 2S. FNJ t a \*3TELL..\&E%JT DEVtc-C LociP CZI%S) C. LA -SS 6 ) T-ThPPl4'3LIE `.( CCt.ASS AJDt0 SPIEIcKER CKT (C-LkCs. Fb VSUhL .s crakl. C -KT oZ 4 V pc- M fdr►)STNC. Poo�fZ.tbt-D£� EST 02LE VDc,, tu% CKT voc, AUX Pow ry W P E pw� CAo ►Io -T use- I4hwG-� I (o c- '17.0t5.i FR_ Sot_. Gu me cn (uj(s 1t,ELD) 11.4 huJ G- ST LAT0t) L v SERtkL D(tTP. LINE TO APO tA)c lft1-oR. GLkSS l3 (Go 0vE4+TtoUkL)TFJC-Tto)J Zot E crT �k �) S N L) O W ,J CRT no LS GK -7 t A -W t r TwtsTtO PK .TlK.1Crrr.D TYPE FPL &W f t k+ m t.Ab I � A Cr Sot- Cu (bo uo-r UsS" 114 Cr j 1g Aug,- ( ort+E.2.6 (j)0 wT USE 11-(ht.uG:-) z cu./ vy ays M AK 1 / 1 �XhMPLE '. -NU GoOb.° IT C.o ►o -t �rt►� s l'-{ w I czt~ S SPK2 DICT c1- + VLSJDrL, C .T PrR£ CA -GA+ " LOOPEps FC YZ S)PE2V\S(04J S N I E LD S 043-T7' L -u D E D 1►J WtQ Lou'J1 tJo-r ; IT KAa? 6E Rt=..CLI TO I�AvE pr Semi ST242 I ►� RHS lot 4- to(„ . 0t3 C OTRA-C-T VEozl'r`� Tats is A- 1'fortNil5TY2.06E UNIT R0k) vrtOM JtsJ rrt. e• -too 1 (Nor Votc.E) HUMAN SERVICES 101 Zelvib CONFERENC 102 5,'A/10 trilrirTT 1 wA-rr- A� 3 n 0 /?.0 GK(T 6Y OrttErLS N,e0 r PROVIDE FIRE ALARM SYSTEM CONNECTION AND 120V CONNECTION TO NEAREST ACCE}CIDLE RECE^TACLE CIRCUIT. DJU-&PER_ 1-to-raYL. SE£ DETkIL 6t✓L0L4 . TTL LOfrD C F FtchG.TIO J `. l4lP DAA•-tREV_ /AOT'OrtS 'JOT TO EXC.E>✓D (0 P P (PEft. REL. -Pe -0 Tyr l s I� v kc. GKT KUS-r Q'E IL) Se.9et/L -c-5. eou to t.T "tn£ AA-AZ/4. POLL. Dow L.) Cr/NAQS UP To Mf p�TTI C, L 2.2z 3 I) VI)V2, M0107 Kx ELF' 9 10/A/4 1 1 JAN STOR. 1)tG4Tk L. 1,1 PrLE� Sce 21sE�2. LEPHONE TERMINAL B FIR 0 ALARM TROL PANEL 11 11 11 11 I1 11 II II 101 CKr 2 EAvarr-6(7ES /42.101 C. RELA`( Got L. (02t-{vbc,) Upo4.1 A4.)%-( rt2E 6LfriziA. tJOvtt.A. GLOSSO GotJTA4t-T Ot'f►vs) T1+01 CLOSIOC7- 00RN EuERGtLED 4- OWEtJ t S To P 12-o -r t -r M Q (01-c. t2.E,Lk`� C.ptJTP,GiS (2rc-rEt, A --c- 10 A) 0 TTL PLC'. ; DE.JtGE SO FTW kt26 hiDt2>✓SS. FIRE ALARM SYSTEM Loa-rT E11 EXP�atPLE 3 svCiSLtZtpi- 3 toDtc.Pr-rt . fl* -r srr2.ocsc c.ouut crs Tb CAT' V3 bel- A-01)(0 T/re S E LECTOR_. TO N PE11t, 0a CPKT2 TO l/. wwr-r. 0 3 ( FACF1 MANUAL STATION sT 5.\G-14- azo SMOKE DETECTOR (D INDfCATES INSTALLATION IN DUCT) EST SIG -PT- PS tAJ/ StGA4• -SZ Bks E HEAT DETECTOR 'EST E.16r- r 4Y2.5) KFS `.i SICrA- s13 afrrE U SPRINKLER VALVE POSITION MONITOR CONNECTION SPRINKLER FLOW' SWITCH CONNECTION OUST) oTt-ve S S-^ �• ,�T ,r E^- �,�G�p,,r_EP �-��.S::RE .�/R. C-' CC•,�I.... IC''J CDVO COMBINATION FIRE ALAR SPEAKER/'STRCB` 5ST 76 5- 7A .- 106 FIRE ALARM STROBE LIGHT -WALL MGLiNTED EST Roa. -7Qr-0O1 FIRE ALAR', CONTROL PANEL EST a, w( 'JOIE£ CSE• RISER) Q REMOTE INDICATION LIGHT EST- Sl&Pr- LED SMOKE DOOR RELEASE MECHANISM - (MAGNETIC TYPE) EST ISOLk ftCk SMOKE DOOR RELEASE MECHANISM DOOR HOLDER CLOSER TYPE FIRE ALARM' REMOTE ANNJNCIATOR (FARA) ES 7 SA IJ - SERISS SMOKE DAMPER CONNECT10N OTttcrz,.S) �Q (. CoIJT-12,oL. 12EL4 (Qou-tu"c'ELLIC )JT) £,ST KRt0\ POST INDICATOR VALVE CONNECTION (3� oTHE'a.S) — FIRE ALARM rRoRZ1J(STRo3�. EST 7cla--7/--C•X w/ &'g7 ,-007 rWP (- �---- Du SIAOKS DET Id 0 0 lac vh - Da_p�,_Kocori. CKT, IO�1 all SENIOR/ADULT 104 5/A/1 CARDS/GAMES 105 5/A/10 noiazo rOL VISUk CAT I \ \. 7 IF Ito r -F-) oat - FIRESIDE LOUNGE 106 /A/1-5 0 0 FIF lwrerc M SENIOR LOBBY OR z47 SI va V3' SUBMITTAL REVIEW - SPARLING,INC. APPROVED 0 APPROVED AS NOTED 0 REJECTED, RESUBMIT REVISE AND RESUBMIT This review is only for general conformance widi the design concept and general compliance with the Contract Documents. Corrections or comments made on the submittals during this review do not relieve contractor from compliance with the requirements of the plans and specificadons. Approval of a specific item shall not include approval of an assembly of which the item is a component Approval and/or notations do not authorize changes to contract cost. Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construction, coordination of his or her Work with that of all other trades, and for performing all work in a safe and satisfactory Ilan Date ,30-l'e By 0 t' DING AIT' IWr -‘\ \ 1f JAN L ___)-11T6" 0 Mina -17 1 ! -12 Ito - L_ Y31 0 DMP to/ 5164 --PS 1-kepD 4- SE Bh5>E 0 m----11--__-�_--_-�� m ----,r- I L___I 1 1 SI V311 III 1, I WAS I I AR11S AND CRAFIfI I 11 1 L- - - --1-J-- /x510- _ 4 _ _ .1 LJ Vol. v31 1 Z SI .%3 rt I TOR AGE 115A lin211111 1' • C t t aI c't ViPO tERY CERAMIa I *,(I IIS;I:ft 11 I OUTLET MOUNTING HEIGHTS MANUAL STATION + 4 FEET TA, Tote (VER .%F`t FIRE ALARM SPEAKER/STROBE LIGHT + 60 INCHES OR '6 INCHES BELOW CEILING 11iHICH EVER IS LC (f-tr-PcsUR2C 'VD R3471-0 tA. FIRE ALAR\1 CONTROL PANEL + 6 FEET TO 77CP L1 E.120rt- oT S. Attf..t-41-r c.T� .Pr DO NOT Loc—t—E— As,.W'' SMOW rn-k-k ) 3fr OF A- SUPPLY (t -c -v V e- r C,-k2D LE s S OF Lex -Al -too 5 E-44 ‘k1J ob,N D w ►J rs-S . t►J-re LL\G-ELOOP (Z. GK -r) t S. ` 1t`1/oLT Pc (-LC.IC- ,4-T D£ute-E i`PtG- i tt £ I I.J C.d K 11,-)G- (F t2.o M F k P 042.. LP4T rotV t c.E) rkt R_ W C -O LO`R- D TSPS . Trk- S lS V E2`A Irl Pb 21- t•I T, ALL SPLICES 1t) 1-t}E St41 ELb Lome. of SE4(ELpep O-PcC3LE V G t"� frD G U r TT i1 E -Lb 1S hJc-r h►Jr MUST IA V S i- tJo -r C LI TkC.1 co a t^) U ► t L I A RI- IA 6--RUU0 T) , C-t;{-tS tS V6t2.'ti' (11pof2..T*(L3T, , TIt� I tJ r LLI CSE t.J'r- LaOP (z. c.1CT t s 'i`- TkrieftzL tr •AttX I )4\ (1 C3 "rt)-kE S , rki oto D tot -)G- '7. P" L.CA.)P t.) .4. OUT C A-V O ( A t ►J Cf- �- 'r° - T-11/40) J4 u t) Ttt UC. t A"r S t A-1. L.,t, A fav- ooJ c. ti of"-.. L k i 0k- k t.1U ct-LE " r "1, (o -r-, t t... -1 e -s et T -r T"?'‘ LerS-f;' DCJJIL- o►J A Ei'2AVGtt Wt1Z-£S TO 1'4tk£ � II)" Tetv,41oALS. (TS -nits cKT DOES t oT USE. At.) "-EOL" DEalic£ , '\?I WEarTNER;WRoop .URFpC. KT t3os (1) 1 6":\N / PolzTlok) v / / 0 \ / / / / 1 \\ o \ \ \ 11 501 5P�, t�GtKT 1 3 rspj COL QlSUkL GK7' Ila I CLN ROOM �l 8LA EN 20 atv3 —% STOR AI4_ FI1224 Aii DA E OA VEN;1:17 11 • 11 11 • ' \"'",f, Oa // // 3 L!! -12 v3 STORAGE STORAGE BANQUET MEET; G AEROBICS 3 3 -12 FIRST FLOO WEST art 11 11 —H 11r -45 CLASSRCOm /MEETING/TRAINING 5/A/10-12 Tizr a. 5 YOUTH 126 12 0101 OILS S K 7 El 9 1-o) TE@MgV7E-' LE MAY t, 2 1996 CUr,imITTAL REVIEW 141._ roview is for general conformance with the plans and specifications only and shall not be construed as a compieta check. Review of dimensions or count will not serve to relieve the subcontractor or supplier of contractual responsibility for any error Of dOViati011 from the contract requirements. Subcontractor/ Supplier shall field verify all dimensions and exlsthig conditions prior to fabrication. BERSCHAUEFVPHILUPS CONST. CO. BY XX -XX -XX ISSUED FOR APPROVAL e2 COMMENTS 03 th 03 uf a. 735 co _APPROVAL APPROVAL: DESIGNER: DRAFTSMAN: (f) tr SHEET NUMBER 14-1 A -D p ILES S S J •-•1/414 h YL.N•( ,- w• S h re. ►. OI11-(— 011 7 pE J % C_E U 1.11- Trt' S a ri-E A y 0 / //r // / i/ FLAG NOTES QcSCS - QdIoL SP2tOKL .r.- ASViC-1:S �aaa. — Oaa G POLL& \ PROVIDE FIRE ALARM SYSTEM CONNECTION AND 120V CONNECTION - IRCUIT. TO Dh►-kPE,& KO TOP- . SE'E DEI -ML DWOCr- I sec S.ert. OwUC,- // ./, v \ / \ �\ ,� e \ r �\�/r \\ 18) \ \ 0 / / /1/ / // / 7/ / // / \ /o 7/ /1 // // / PROVIDE CONNECTION OF SPRINKLER SYSTEM OST DICATOR VALVE SUPERVISORY SWITCH. 00 ATE WITH DIVISION 0 11 11 11 11 d eL J 0 / S EkLTITL Ft- u ' To fAMPEV - v.1(Ti.N n n n L • / / / / DRYING w N (N 4/F/2 PVC, C000uti- UI1O6(2-6-1.10 — QEE K 1s�- roR_ VP t.\15 R 4pM 6P9-1NK l_EIR- DEQ/l S 11 1 11 11 (101.1- / N\ 11 11 4 / \\\\ 11 11 y' \ / �►� / \\ 11 11 FIRS// ALARM \ ,\ 11 1;1EMOT ANN9NCIATOR / J..\\ / / /// \. ....... -_ / / \\ \ // \\ _ 'Atts / C99y \1 _ 1 11 11 1 1 t " " =- A:. /N- \ �/ / ?i \, / SHOWERS LOC ER RACQUETBALL 140) 6/S1113 RAC: I-- ' Dt..3 A -A -k -t..) -a- (s‘tAk‘.-Pcc-2.) t.t.) 2eL.1-•-?..1‘ AH U -1 D PriAO Cd.”.rrrt.a.s. Poo- D.ok.i.o.) IrAMS - L _ 3M Root -1 103 t3eLot.d 1\0‘01 1 MECHA ICAL ATTIC 2/M/ 010,2 - SEE MECHANICAL FOR EOUFR/TRIT LAYOUT z. /r\ klerz-‘c• tt Loc.'s w/ C-ro Ors-ArC-To .-//a.c c -A-121-1 .S7 -g71 No sc-A-L.E De t)tc-Krets (as) CofPECC. c;-- 3t or Kr.116-Lk r 5/044 Dt At- Le.tz. TIA15£ C(1 Ac? 1.-) K) 4)( 4 p,t,k t.kkL.E1-2- k- - titu'rok /TT1c..1 3 - ;JPwitviScra-Y (Titutpens) t.4 - sre, -nto 0(3 Le. u Nrre D o k/1 - T7) 1-tL.Ore-tc (3oAT-(1-t ELec- R-\ Set To (A)E.Sr SP&AKER.S TO klES ST/208S { tAde--s r Doom t -to LOS Tb tar R" DeTS S1 V/ V3 ci ME 1-4 Ai-) etfoiJE t+E rz.0 toSIDE. Z. Tc;•t \)0t7c,k-teCs.12.(LolkYrtesT3L1-tCrE 13,e antE.12.5 4-0 CATE. 2/1 cf M'S8 Ag -it 02. RVMR 7Pikt 13,Gerrettve-S Fort. A-Yn it 14 a. tkeize NloTE GolD1/4-) yr' Prc-- VuJrZ.- frkosT eikreo- 02ob K.O. rz..okA t„..E•e'O r CDEDI CANTED. Vh-C- ( COMA -4W> .) c. C.- 1 • 2>eerrutv? C414304T • 18144 7 7 y,,e' t>eep hoL T -Its I Es' CELLS Fon. prp sr/4 1 EST- c7 - 160 a X \1 `K t.)c) aew t41-0 iZcsT1-0 1-A F Esr- (NA* tihrrEetes Vort. csr C.,o0DutTS O It‘JBert-T-01A ter 1 C-ot2uE.V_ G"1-)lbe 1? 5\./ tC.:E C-00 kir S A-12EN 6_4 LAI-ki, ect-isq) UPPER FLOOR WEST (-4uc..r t -r To ‘ao v DAA -k PE -12.S u..YEST- S.er. coo Du tr < VAC- SEPER.PerE P-tR 101 L. 5=114 C.4(c€11.3ZTS SOR-F-hr-t 5 14" DEEP EvE.1..sr DtSPLAqS tt..1 OCT -Lt. Trk S toc- LUQE Poote Alk) 1:11 O...61.1TR-01.% E.LLEKK.C) 7. -E -SET; STL AoQuo wro 'UtJE 1. -Ur 1 EMT Locr FL�UJ WtsT ‘.it - PLOW i. tJfrDIA-LC11-. 3 friC.1" 1:2.Y V-LoW Lowet "JA -t.'1 VJEST 1)12Y FLOW 5 toc-r -rAmPre.s 4 b(? vez. s 7 t -U -Lo pta ?IJ TOAPER. Em -r Fut-LS 10 Wecr PuLLS \I 01/41-r St-‘0K£S we_ST SkOKES 13 Ducir DC -r$ • t 5 C, 1(.5" SA.1.1 A.,-3QUOC.114-102. c-tRJtr DIALER. ZOOS 3 4's uPE.R.visof?..,1 " vwtPLt __ LIE A. *I -AA -wt.) kl.1 4- ktrromhT1(...Sll RS qt5 16 A -\NI Locse.‘? " aeconmEARA,D giSen- PeV X X -1-14-esc1.rs kik.? auu t'J SAA.AC tow ‘T(4) z ro trt.t..thArtwc,r,_*.tr S (042.T) TO E -AST SPEAKE.as TE eirs -r si-rzoaeS, A- To EAILT" poott t-tot-ai X X x \ ELEICEE: 141,S 4-o i.4 wrEu_ieresJr 1.401:3(..)t_e.s Fort. -rite' se s ettuu ut.re,.. A-LATt.A.,t SUPERtittoll4 .our cow vs u-nowtt. To e SE& pe0 tces coo tx, Lex.Th Itt,SVQ_ SIT* PS cz.431,11) LT SE•E` (-1-0 lad V DAg-ter.4.5 (See. W IT) MQ. IOC. ILA -Y \ kw acto‘thAeuck.11(mto..1) F,A, (L) VkLVE RM tacIA I / I Spy...10 Kt.-crz_ IR. Lg. eye- 6- ArDI)R-ES-S HocoLE I < 0 to 0.201 1 Xi Cr C Vi4LAJE,.. 12oot-A ILLS A • z So/ 44 kit V C, m 12 ratdS (Ittotit.) ECkSts; FLt.) WEST wer FLOW e"K-r vLow LA.) es -r Day FuotA / OA 0 ci 11)).)cia.-...;PAT.1'eizsmat:DC.V C 0 1 0 41 -LO OT -1V2. SUPVsiL? v -r-44-1/41Krz. C -KT- 11 -ES Tb t.iolz.pt.opeo 1K) Pr LP4LF> Su Pext...v ts 1-4AMJCR_ "rl-f 447 K eoL (Lkar) Suirr-c-i+ otrr To 34R.. swt-re-t-le uTS tA.) W/ 0.07-0 a. O S iNou-c2. CD 1 0 3 otoli U-3 010S pt L4 Li -14 0 k Marx.E..C.% zE.L.AL? co..c5S (S tf.,#t- • crz.) NAP oao t O3 AHU-2 I , I ,LCHA ICAL D A TI 0 z I TEE ECH. • ,k4ox uori2.01.5 FOR CilUIPMEN AYOW r 1 t.10 -r€, I, P41/4-4 L.) A FPAczt QTLY S sureL.,-; FLspJuLAs --14)s QE t) Our Dors . L'? 0 Jl CA Tfr Li ,,s.L) 0J -rel. -LA C.o0-cao 1? -e1 -M1 Foy_ ur bow J. 0 1- 14 .DET'S Pk -DP 12.E.s.SE S A -P 10 SVA)A T0 Pc‹. -Tu h ---c P.E.k../sH ueoo iL.A1:frt FizoPt EITkACC4_ DE".T. bOCdT V.ere..‘c.-; I) 0 C,7t- Dt",-.1- L.0 1A)( ti UPPER FLOO EAST 1\lo-re-- To s IS AK) -rsu._ t ST -G) --t) Y\J1CCLALL D\SPLAL? 111 oupJ C-0S-t-Ovl r -i ELS /4 -GE •EXP,P1P LE : Po...ArasA D u st-kokrE bEr A t40-4 EAST- NEC -4A, P(rr1C.." 6./tlantJG- Ltivrt-it PEARC-£ ADD.CLEIS + -rt 0 Div< A,. LA_ 6, 1)QL C Lk) t -S-1- 012_ EtvC-r iAEC- RM.S) P rz.-c SU IA fry LLf Qt&1%Lt Pvt- ARA tp.roke-A4-r012.. L.10-ws (R -e. D LI)) T -ro 17, Cs -r" E -r kr•-) e:SS,S i v- •-ts MSC (,J CIZE- '13 t1? kti- rtczoK toi -r1-1- R-oop1 UJILL. BE 1-k0o,J-t-E XX--XX-XX w a ISSUED FOR APPROVAL COMMENTS P'Ne.•0121 11•••••••••11•H rml flri 0 0 a. a. DRAFTSMAN: SHEET NUMBER 3,4-3 iM y 1 I I W 1 12.E cc4-t-E DU LE GKT 1.10. OF CO131:::$ w�41r1E1.,D 02. 02 W(�Ft1El.p Co L.oazi t o -r IC,p-rr t 0 -- 2 ED +, 6 LK - ThLK elt-10 1,u(sEtttt_V LW +' O'2Cs - 1 G- I r rr rs i (, LU 't � W rtT - Ptw Mi -J VIOL - 1,2-61:31-, CALK - V (0 LA-) 1,0 - 3 o T 2S t•-) 4-.1" o L) l ►J TE LLt &c v.rr D E V tc E LOOP (ZFrs) LArSS 6 T-ThPPPre Le CGI.ASS AuDlo SPCA <EAT- CKT Lt `? (C_Lkss l3) VliUAL S1(r-Ohl„ CKT a 4 V DC. Pk kr- N E RC. P001.Z. LD£CL CKT AL{ vOC. "vox R-El..lt�( Colt- GKT 01-1--kvDc.. f}UX Po J t. UJ ( Z•E TK P t4S PrWG- Som C. -kJ C0 1...10-r USE I4M c1) 16 AAA) Cr- Twts-rE.o P2. sot_ Gu S- �n T`<PE' FPL (uJ(stt}ELb) 11.4 hW C,- STl -fr u b ED c.0 SERIkL D/t17r LINE Ta A14) tbJc..4 Pfro G L k S S (j (Co N V E 0Tl O JJ h L) BTEC -TI OJJ Z 1.YE C.t'�T FA 1J S N u T Do uJ rJ G i -r c LS GKT t e4JJCr LGu Tw�sTtD Prc >�t.KtTEfl TYwE FPL (w(ikt(ELo) 1� +Ev�cr Sot_ C� (Do ucrr Usk ltl Cr) Ig Aw&- (3y Orl+.2.& CDOflbr USE Il.(MVG-) z asa. V y ,2Vs M 1 I 1 l • (kMPLE 'r-t*(S COanu IT Co IL{ li12ES SPK2, VOM._ C.KT. FSR£ 1rH{_Flr " LOOPE.t ' FO Y- SUPE2V1St0kJ . S(4IELDS pa -r- l►JC_Lufl1EA t►J W t 2E couNT. C} (9 ' f\) o TIT 1-k*? 6C R£C1.1 D ?b t}gVS -SP K21 S'T20e IN) R K S 101 4- 10 , . NOT 0►J CoNTRkc.T DwiiG-S rr r 1 1-1-‘-‘s Is Pr kio rzAJ f S TYL-o fsE (Jo lT Rui 1rYto VlSJPrL C,KT I (1.1 0-r vo1c.E.) WP 624 HUMAN SERVICES 101 /a? c4:2 13 0 PROVIDE FIRE ALARM SYSTEM CONNECTION AND 120V CONNECTION TO NCARCST ACCCJLIDLC RCC 2TACLC CIRCUIr v�.rlP�2 l-tpT 2.. SEC DEThl1.. BELOW . N.C. /?O v ckr tY orrtms IOA 1107' TTL LOkD aF i-rtr.Ac.rtor.Jpf` �W / UA►tPEl2 NO TOYZS ' o -r -r EXC-EED Y l0 IrMP (Pea_ REL.P ) • "1'ct t s 1.13 V ;N.C. G IGT RUST 6S I ►J coobu 1-r •"rZ01,-A -1r2Z kL6,104. PULL PowLJ srrrtzs UP To MSI+ �lc-tTkL D( PrLE'. SSE 1Z4SE12. -_LZ 3 1) vl,Va. • Olo7 4 -r- 102 =Mk SENIOR/ADULT 19.0 V►rC.- PPAPeft Kot GKT, 1.J *err CARDS/GAMES 105 57A/1; FIRESIDE LOUNGE 106 // 5 // f/ 5/A/1 - 0 Imerc st va st va- SUBMITTAL REVIEW - SPARLING, INC. 0 APPROVED 0 APPROVED AS NOTED la REVISE AND RESUBMIT This review is only for general conformance with the design concept and general compliance witb the Contract Documents. Corrections or comments made on the submittals during this review do not relieve contractor from compliance with the requirements of the plans and specifications. Approval of a specific item shall not include approval of an assembly of which the item is a component. Approval and/or notations do not authorize changes to contract cost. Contractor is responsible for: dimensionti tfl ft" ,"..r.-Iftrilted and correlated at the jobsite; information that pertains and for pertorming All work to a safe sad Itl$",1Ltlr‘ .nann ELPHONE TERMINAL B CT) FIR ALARM CONTROL PANEL 0 a �t6 II II 1I 11 II II II 11 • I IL CKr 2 E,vart6IZES A-t2lot G RELAq r✓olL_ (ay�D�.) UPOIJ Au*( F(2E ict gx. ►JOvt kit, CLOSED c4ork,C.T Op£uS) T14JS CLOS (06- 001121A E rJ EQ. Z.U) 4- OPEC.) DANIPE'GZS. IO Po -&P 1►i-L11.1S >rUcE 1 S To P 20 TLZT M Q (0 ( GoNTELC- (rzPrTED Prr 10 A) 0 TrL county.). EXA.4PL6 , D£J( - So Frwkvt6 EtDDrLESS oic FIRE ALARM SYSTEM %a wkr r EE1 E )(aKP L E 3 Sot•IDcc.PrTtS •ThAT Srrt0c3E c.450&) tcrs Tb CAW V3 SCT PrU D l 0 -rite S E LEZ'TOR- Sk.) M P6d2. OkJ CPKTt To ©, ww r"r. rACO rARA WP MANUAL STATION EST S.(G-t,- a.70 SMOKE DETECTOR (D I^ID;CATES INSTALLATION IN DUCT) SST Stl,+- PS uJ/ SIC ,* -SZ Bki E HEAT DETECTOR EST sl6r-Ar 442.5, H PS SIc,A- s6 ekss SPRINKLER VALVE PGS:TCN MONITOR CONNECTION SPRINKLER FLOW SWITCH CONNECTION CL ET) B`? orNE.YLS S R'NKLErt P TONNE .T1CN (1212`t') COMBINATON FRE ALARM SPEAKER, STROBE frST -7675- 7A-- 106 FIRE ALARM STR E UGH.T -WALL MOUNTED EST- aoa -74-001 FIRE ALARM CONTROL PANEL REMOTE INDICATION LIGHT e s -r a. w( vo'C.~G CSE rzIS1✓11.) EST' SI6-A-- LED SMOKE •DOOR • RELEASE MECHANISM - (MAGNETIC TYPE) EST SO Lk is,q SMOKE DOOR' RELEASE MECHANISM DOOR HOLDER CLOSER TYPE FIRE ALARM REMOTE ANNUNCIATOR (EARA) Est- SA)J - SE RI £ S SMOKE DAMPER CONNECTION (3'? OTttC'R $) Acuic. CO1.)TL12.oL YZ.EL.Ac, (tJoIJ-INTcLI.tGENT) £s1 R 101 C. POST INDICATOR VALVE CONNECTION CL3Li ot-k*GIBS) FIRE ALARM I-}orZ1J(ST206E c4 O O 1 SENIOR LOBBY -z -vP Ems, MEN 112 4 wl „at.51 ,dVI 1 L I .z- I wkrr F12 sr Y3' 0 SMOKE DET S1 V311 11 Iwrrllti ANTIS AND CRAF1fI; 11 T-79 11 I ,11 OUTLET MOUNTING HEIGHTS MANUAL STATION + 4 FEET, To Toe (VEr21FY A2c.t4 tT 'c.T) FIRE ALARM SPEAKER/STROBE LIGHT + 80 INCHES OR 6 INCHES BELOW CEILING '^JHICH E vER IS LC .VER (i-tritSuv c Zo eo-rTo t -k ) FIRE ALAR\1 CONTROL PANEL + 6 FEET TO TOP Com►.) E1Z ATL_ O t S Do ti► o c..Arc-r A L) s M o tc-e, 01rt LJ TTI+ t).,.) 3 4.-1- o f Pr Su t' P L*( (Ho -r) tr1 2 J)1 R-ecrocita LE ss 0 1-oc..--T OI3 .S H -o u1 rJ o'er Dw iJ G -S �) T4- l►JT LtIC- 4T LCQP (Z c -) 1 S IN/OUT S PEC.d IC. , T , DV,/lc_E, TAG- r i* £ 1L) GO I t 0J Cr- ( F tZ-O t 4 F htP 0 a_ LA -sr 1::•£V 1 LE Pkt tZ W C,OLOY D ThP£ Tt+l S (S VEQ.' POMT' Att.3 3) 641 E-1. Lome. OF SFt(ELc '*QLE 1£ MN -Ds l)P p,in 1OS L- '�:P T1 -t` tS St%I EL I) tS w,10T hND I.•l l) S r t f 0 T C -o t.! -rh-C T- G4 ►J C+ La I l" l•:.4 G! t 43 (5-1-2..0(.30 , 1-0-1 S. IS vERti' Ir'tPorLrkIJ'7�, Tl+E CCE(JT- L.exIp (z. C.KC") tS T=Tkf'4'ht3LE , - 1.1l/4\4I ►••k : C'% T-1 I"l E. S . ISCS T E ('1 o i] 11)1.1 G-5 "it PTT- t1 L, r --t E7/40.7 & IL.LYJ t' tlJ d- our (,16rV011`,1uG- k 1 T-kP) Aut Ttt-Afc- Oc..c.ASI0rJA L. . f3 r'� Ph JC. Tt 0 Pr: U.) VT` Hr ,h W(j--LS " Z., (01, L- r4 T-' -"ft r'i'd: C+ LR'ST- DgQ14, 00 A gAJ 1-t 1...t1t .S To -1-tett " to" Taulfo ALS. 1�'? TtttS GT KDori t,107 USAO 'SCOL" bL-.vlc� EST 71,,)._ -7A-- CO4, w( £-s7 16T. -007 S �F-t- nr i oX EST St6-A- D - P w! St64-PS N>:.ko t St3 sAsar _.J ----n - - -- -n-1 ;11 11 STORAGE 115A 7/A/1 1 t 11 cl V$c rpY CERA1,4� I I _. I 1I8/ % -10-� CD (1 1 I wk -Tri RCSTROOM 113A 4/D/1� �LN ROO 118A �l $l w0► AUL. SPK I COL X11 SUkl.. (-Kr' 3 4/D(1 211 3 ',G..ore1- r -1 3♦ r STOR 7' L 0IC S ---Bfe+4 z) as1) V Z. SI 3 11 S1, 3, M LS- I WATT OR z r1 VI a. ". w n Z,M)VI SI 01,10/ z I1T 5/A/ • 4-f DANCE 4.7A/1--10 1 -V--if t- z t1 V3 M 11 C•j' MOST \\. I1 - I I -- CAMES 41DEO (_125 5 a 10 _.CA 4 VENDING: 124 j z SI V3 STORAGE ItA6 TtI-f T I -FT I II,1A11h1111 111 I I�I�LI 1 1 1 ORkb j 7/A/1 z. STORAGE 7/4/1 3 -12 BANQUET MEETI 3 G AEROBICS 2 -12 3 19 -12 CLASSRCCM /MEETING/TRAINING 5 /A/1 0- 12 11 11 ,\\ \ 11 \\ 11 \\ 11 \\ 11 3 Z SI V3 5 YOUTH 126 1 2 I� A FRST FLOO Oa iT L Ir- WEST Ir 11 11 11 11 11 i1 11 11 11 11 11 // 11 11 11 11 11 CD DWI P Itpcgmgwrigis /111 MAY 2 1996 LL - roview Is for general conformance ve::h t'no plans eAd specifications only end shall not be construed clo a complete check. Review of dimensions or count will not serve to relieve the subcontractor or supplier of contractual responsibility for any error or deviation from the contract requirements. Subcontractor/ Supplier shall field verify all dimensions and existing conditions prior to fabrication. BY BERSCHAUER/PHILUPS CONST. CO. DATE it I Li ISSUED FOR APPROVAL COMMENTS FIT -1 cip >7-1 ci] c=4 00 -J APPROVAL: APPROVAL: xxx xxxxx DESIGNER: DRAFTSMAN: (f) to Cr f$ o SHEET NUMBER 10+3 / \ ire FLAG NOTES ArDDfzESS St, NN hrL� 0104— — Olt 7 - Ojos Dana o as "r Nr k h ft ,= ►. pE i I C_E Co ) ►J '1- TNS AYL.E A S M o K'✓ SS S?fL1�1r.Ll.rL AE‘./(CCS PULLS 2 ca SES R1 Ct.'ct. PROVIDE FIRE ALARM SYSTEM CONNECTION AND 120V o�'>JC- 3 CONNECTION TO NEAREST ACCESSIDLC RECEPTACLE CIRCUIT TD Dh►\P£Q Fl0TDVL . SE -E DETML DWN(- 1 OTtt‘tZS / 1/ /1 // // 1/ / > / /1 / // 1/ / // / / // II II PROVIDE CONNECTION OF SPRINKLER SYSTEM OST I DICATOR VALVE SUPERVISORY SWITCH. 00 I TATE WITH DIVISION 0 u / / / / /1 / / // / // / // / // r— / // / // / // / // / / / I I I I I I I I I I kl J / S EhLTITt Ft_LX UP 171 To T -A4, Pert S .#3 t rc ti n n n-1 n n SIL nl // / // / 1/ / // // / / / / / / / / DRYING 133C 4/F/2 Puc, cv.,OUtt tJ,,iDE126-0la SHOWERS 133D SHOWERS RAC �'.%F.TraALI, r -e; '57113 • 11 11 11 1 11 11 FI TNkSS -1 ETS S 136A .!/D -F/12 /A/5-' z savy, vS,v6 o . . SEE DETML z, sa, v 5, V6, R- FAMILY CHANGING 135 HANGING 34 D-0,2 CORRIDOR RACQUETBALL/GYMNASIUM F 5jA/1 Z 5.2 V t. / 1 1 143 -11/A — LAUNDR 1 �( • (+\IT a G- I� I YomEN''' I43� sTi5 \ FIRST AID OU6 Z STORAGE 5/.4/1 OFFICE ADMINIST'ATION OFFICE 5/A/1 5/A/1? STAFF LOUNGE Soz t vy / U \\ t/ P TO Qv1 $ V \ OFFICE \ \ 5/A/1 \ OFFICE 130G 5/A/12 SZ /4 5/A/5 V u u Z STORAGE ii 2wTr 6 IUM /9 BOILER ROOM 10/4/'- FIST FL00� EAST 0 L- I u II u ot 1-206-457-330 FAX 1-206-4 ISSUED FOR APPROVAL COMMENTS Cr] CID F-7-1 Ll (f) LLI co CLi APPROVAL: APPROVAL: DRAFTSMAN: z >- 0 ca CYT ci SHEET NUMBER Asa I , FY n, '1.P W 26LW SEE )3 crr E ptJ A40 CS1M�L.Pt2) 1\0101 Z MECHA ICAL ATTIC 1-0 kJ -t Co.rret-CLS QJI.L DOw.J Int 12.4 34v.1 ROOM 103 eeLot ) AHU-1 D)c 2/M /4 plod. D SEE MECHANICAL FOR EQUf FLE1T LAYOUT Dt:T Loc.'$ v.)/ FW c . C }.rrLkc-To1�. oc'/2E ,4LA2M S'l STEM Rig CIL No £C.kt..E DE DIG/CT-Et 1� vf,C. V uJ� CO'PPErL RS 3t -4"rct-KS L1 x -r-k1 i;4 , cKTs t-4 P Ru' 1 ►J SA -4 -AE C P D O VC CS ) To wE s 'r' A' A, .5 Ptio< E (LS To 1t)ES r Sr 2.alleS -Th t. r DoonJ4OLDS UP Th Mt'G t\ R^^ ptTS ;d v3 M St LE OT KN16-t-tr /o L4 PtfrcLErZ 4 Ph1 Q = ti O1kLE 2 Tro►aES frt4)JJKL1 AUTONkflC-. 3 - yuPea V(COYLY (110 -APE PS) - 3KStt.M TRoQ3LE )-lDU►-►TED o 0/A tXrl.Lt 01 - TO Tt L. 13r1c_K 84-(2So Et.ec RN\ ct c �lt2EMANS �-- 1(tc.RoPN-OlJE rF E rzE IustDE 0-A5T c.JAL L 31" To IMpTttECL` 1NTtLL1CrE JT pev1LeS (wE.T) Vile. *OK Cho. 4 hPSBAt #1 A h75 a5 30"u) RJNR 7At+13krTerttcs Fort /+wt Et rf aw tte.ee wrt NtoT£ : CouDU tT Com. Prc- Cu' rZ MUST EkiTEtR_ 020 t6 K.O. FrZoI- cf CI) ED1GkTt . lac) VkC, v (CoPPEviGWD.) �- To t.:70 V 1)004 PetLS o� WEST' SEP. G.O.► Gv lT SEPEttnrcE Iao VAC- tPJ MR1OtC- rt.eLh� tZ 13 C.- pntr rt't? Ca811JET 18'/4 71/4 if DE£P 14'1 tioLtk.S.-rw ICS k tk GE 1a.i Fora PcPsfrar' 1 EST-� 16%) )C (WTO Ft a-rro OF £ sT- a. (MAt+ ¢ArrEetES Fort 'EST -a.) 501 -Pr Ck€ttJETS SURFAc.E ttT. S Vol" DEEP as" r) C AL EVE>JT DtSPLP'S 11J ►JG-Lts N \ Trus �oc_LosUzE PooteS GoMt.1a w Coo wTP LS 6l LE1JLC) 7-ESET;STC.. Co JcutTS Ol (N t3cn"T'0 ►-t kr 1 CwotzuE10_ 'J L' 6" WIDE C.ouuT 1-M1S Lam) UPPED FLOO WEST LEv•T AKIOU►JLAST' 1 EAir wET Flat.. wtST weT FLo ) 3 MT DIZ.? C-LOLJ Low ._ DR`' F WEST..,.. 5 tJ£T TAMP t 6 D R`i 1 P PE ? S 7 tl l - LO Prl (. ' is ?iv Tt4►APE12 EkST PULLS 10 WEST' PU LLS 1 € M r SrNoK£S 1 Z jr StaoKE S 13 D(J r TzE1'S 1L4 15 SPIF2E It, 11.5" ArtJNu0C..tk-tDQ AGTIVhTE Dtkt CR - Lowe l WkcEl2arLo(t," ecLTtueve D(ALEQ, Zo'3E 3 '' S v PEnv lson.`{ " pttT(vhr( DIkLER Zo u E a Nk►JufU.4-M)Th k V,s„ 2s 'A'S GC, 6 "A -F t= 12 ECONMEA/bt.D -114.0c1ri%1t. C41 -S µkq t20v ` 1') SM/ E Cow DdtT(S) To &t.t.(Wrtut ar D Ev t4 -e' S (Eact-r) TO EAST t:P►• SPEAKEt2S J To eirt-r pq pooh %-totbi 1-141S ¢mx +011MS 1:)k) c.tcr WTELLlr,E,Jr kOAUL.ES FOR. TitC SPRttuKLEYL 2uSC'(-Z P -L Mt&t +- SUPErtvtion t{ GKrs. PourE t:zuvsuroPAL GL•hst Q "X" GKTS To RtSee DEvtc.Es. covt'OtT/Ft_EK "� mute Sw(TL-ttEj PrS at ID SET L1 S T ;`PEST TD Ia4v (pAmeats sce. CO tx.)tT" MQ (OtC. cuky I;_it)� �- iURF•e_e RECO MHt u b€D (M t 1.1) F 4 . r-0.0)( ('-) vkLVE Ram PA A SIPrz_.t►tKL- R_ R.. (Sea. C KT £PEST WET Ftow WEST wer FLOW ERST bey FLow w ! ST D 2 ? FLoU) 14D A (z -ESS HoDvt.E 09-0 .0 5, < ©a0 (o / p�0T `62og oa oci Xi C G►.>DJ Cr 1 r.) C L.4r a Tb VhLVE. IZ0O►-k lagA 5a J LI V S VC, f t 2 RS46 DG I 1 1 ( 4 4 I (03 Ot- exam, a. X otrr To y" '1 lei ► Wt a. " •'t tTC.k1 c. -r Pvvv2 sSE s S t &-P MOt�vLEs` tier T MPEIZS t DDCv rAmPERS D12� TAMPERS iIl-t.0 MR_ sup VS1L'( Ptv T+ro£12 Ep,CG-KT 1,0111 -ES TD tJOR-t.OPEN CO►OThCT(s) 10 pc C..L g SuPE2VtseNAN►�1t re_ WtTF-i q 7 K L col. A-7" (t sr) Stu( re -t+ . ouT7tDb) K I AHHU-2 J/I u.) 2ELk4 �p , I Oo20s. �-11``__ A140 Du c. -r DEr IrbtaM NAP TO RtkU-1 Ot01 010a -S AHU-a. o % 0 3 0104 S ft tkU-3 010 OC, Rt:LA'� fr b PQESS l4U_ti o l o a.o 1 a0a.. 0A.o 3 UPPED ,0101; W/ REQ►' � . 7► 2.0 LA cz tv.-4 0.20 3 5 MLCHA Frio ►.t S►.OKE DET. 13EIOUJ FS ICAL A TIC ro k11Ua. Go1.1raoiS I SEE kiIECH. FOR QUIPMLN 1 r• MNU Z PARTIA HT. AHU-4 \/ To FS Goe-14s TO Ago -3 c.otJTrzoLS / U -,;._ A P P Aat kJ -1%Y NQS 02. 4E P. S Uret.--e PL£ OuLA S. j TJS 2E JIRt1J(lw, 01_ DUGT t'F rS . Ou DET C,O ►U rM OS tit t'J TE LLA CrE 0T1 C-0OT12-4 L_ 'ZELk`1 6=psekuTDOW'J. ts0744 DET'S. kl,P R EsS E S NAP 10 So FT tuM? C -To C..TuITCE fRELW UPO.) hLAP.M FRoPt 1<tTktECZ DET. p u C --t- D _ (Ay ti V M_. C01JT rz�tr.7ro 2 FLOO EAST No -re- -ro A- N S : Prc. TTthS IS A)J 1►.)T LI_IG£1JT S'?Sr- )-1> DEvtsPtTS Ow►J GuSTOvk E►JG-i-.\S4 MESShGE EXAMPLE ALARA -A- DUCT SHotrE DET AHO -L( EAST' NecH. PrtT1G" �t�sJ(r WtTNt pev1C.e ADD rLE3i ,{" TIME OF DAA) /r LL 6 DUCw.-\--_DET.S I N gLDCr Ar rt -S Ia E lTt}EYZ Wt ST pYL EkCT MEC_RMS PfL.SSut-1Pr13L'( vts1RL.1= F-00 R-OoM, pr-LpoZ-1 l►JD\GIkTOR' LMAPS CR-e.D LED) W1 L.L 8E" NOV,J'TE >t- a 1 ( -r "To D u c -'T' De -7 u►J 1_ ESS S PEcA s -D EL E t • o111,.w,..4 e- XX -XX -XX 1- ISSUED FOR APPROVAL COMMENTS w N V) Cr] II CO (JJ -J U N APPROVAL: APPROVAL: DESIGNER: DRAFTSMAN EDWARDS SHEET NUMBER 34-3 MFF W•• 1.0 t t2_ SCa-i-E.D U LE GKT ►JO. of co Z 61 S1 oR Vl itu i 1Z DC. c -• wst4IEt_o t.. a. w(t:t+lE1t• 02. COLO Pt/ •3-1-' >r \G#ert0->•.1 1ZeD -1- l3 LK -- 2. ED+, IS LK- TK.Ke re -o t.0(SE4tEL4 TfcCr I T tt rzoo 6, 13, 1.0 W1tT- 3''OTl-E7 t$uTELL &€W1 DEVICE Loo1P Cz-ks) GLPdi 6 1-* -1-Pr ?P&G LE STS{ LE `( CC -LASS, 13) AUDto SPIEAKER. CKT SN LG `? 13) VItUPPL 516-0 t. GKT o� 4 v Dc- M isCrOCrlc.. C.KT o2 L{ U D S, hu X R.ELpeq COIL_ G K T �-1 v t)c, AL.X Pow cCL W17. -E TK PE t PrW SOL c Cbo i..10 -r use- 14Awo- t hv3Cr 1i r -p PCZ Sot_ Gu rht Tv) T`lPE t=('L.. (tJ(StttEt_D) 111 hu)G- STtzhNDEO C.0 ERAhi-DASA,- LINE t'a ANtJUkJc tMtTOV C -k S S (j (C..oNv6 N-noJJ? ZA11E (- T ER1J SNUTDouJJ Cool' az, GKT I kLOCr &%,1- C) TJ Ttz pre. hvvJC - S l_ Cv (Do ►Jo - .Tltt.IKGTI✓D 17Y10E PI- 64.4t t)1-5 iEuJC'r) 1Z Awe,- @? ort+e2St LDC fuor USE it( ,ttUG_) Z aSo2 V y CVs of / / / / ,at- PLE '. '>"tFIS C;o1.31:bo t -r -OtJTic-lr.J is IL} W 1 CLE S SPK e_ 0 -KT d- VLStJAr1- CACT A -2S E I4 " LOOPEp's FQ - SOPE.R.VIS(0►J . St -FIELDS NQT- INLi-ODED lt.) W t 2>c Govu-r. �J NorE ; lT KAa? 11C R- l' D To 41-&11^ Ar Ser a./ srizo a E IJ RMS lot 4- 10(0. or o0 CO NTP -Pk -C --t- 1.3G -S VE12.15'-e. r Tats is t{on-tJ/ sTre-osE vNtT Rot.) -F -oto JIsJkL EAT - (Kt o-r AT(Nor v0tc.E) WP HUMAN SERVICES 101 MUNI T Iw . O'3 PROVIDE FIRE ALARM SYSTEM CONNECTION AND 120V CONNECTION TO NCARCST ACCC`:IIDLE RECEflTACLE CIRCUIT. DAMP -ER- 1-AoTarL. S6£ OSTM [3 E Lo W /? O V /att.., cK r t3Y orfrms "1'itIs I�OvKr NttJST t3 -S ItJ S Ep E 1R,•Ar -t 'E Co u t, W LT- 'F.Z t-1 2_/4 PULL POWIJ Crfrisk2s L)1:' To Het. -H- Pi-TT1 C . L )JAN STOR. I, v1,v.a, ▪ 0107 4x DtGITk1- Dl PrLEC2-• SEE 21SE12 EL PHONE TERMINAL B CONFERENCE 102 5/A/1 0 1 wren SENIOR/ADULT 104 5/A/1 0 L 1r FIRESIDE LOUNGE 106 /4/1-5 // 10 -11 / 10 ' VI asl Ivierr CARDS /GAMES Vkcs CKT. II 1 FIR ALARM 0 TROL PANEL 15to O 7 11 II II II II II II 11 / TTL LohV o f TrtchtT'toN/P•`. ltp 1)A.P-tPEre_ '-O TORS N0T TO EXC-EED YY l0 RMP CP£Yt. ReLF4`C CKr 2 EA/ er_bIZES Nl2 101 C. R.EL.Pq Cool t_ (c21-1. V DC...) ()Po ►J A u' i= t 2E f1r.-44,' 'M ►JOK.N, C-LoseO C-0fJThCX OIPEIJSI T14-ot CL.OStt.CA- t3Ot2N EuE9..G1LEt `- OPE1.) 1:E4 10'ca.S. 10 a &P I1.)-LIQC VOCE- IS OCE1S To P tz.c TILT M R. 10(- C. t2E,Lk�( CoTA.(2Pr-rt✓) kr Io A) (D 0 G?vt4t.) . E)CA.APLE ; OE.JtG6 So Fr)kVz-6 ftbtv2 . . 4109 s FIRE ALARM SYSTEM Ya wet -1T 0,4 E' X A -µPLS : 3 Sotwocc 1-t . TEtkT STrzoc C LoNULGTs Tb CAT V3 SET' M Dl0 Tore SELEL-1-0R- S)MPEA. 00 CPKTt TO 1/.1. WkTT. I1{- F❑ 11 0 MANUAL STATION EST siG-Ar- a'70 l SMOK DETECTOR (D INDICATES INSTALLATION IN DUCT) EST St6- - PS ^1' ( trJ f SICrAc -SZ Bks. HEAT ,ETECTCR 1=ST SVA -Pr re•5) K ES . S1& -A- Ce eksE SPRINKLER VALVE POSITION MONITOR CONNECTION ,SPRINKLER,FLOW SWITCH CONNECTION QAYET) - lr') SPRINK! S'AITC'- CONNE.,TION (D'2Yi rA ort-keeS COMB!NAT:0N FSR= ALARM SPEAKER/STROG_ ES -C- '7(, 5- 7A-- 106 FIRE ALARM STROBE LIGHT - WALL MOUNTED EST 20a. -7A--001 FIRE ALARM CONTROL P Ai•1EL EST a.. u.)( 'JOtC,. CSe- 'R1S�1Z) G - QI REMOTE INDICATION LIGHT EST SIC - LED 3 - SM'CK.E DOOR RELEASE MECHANISM - (MAGNETIC TYPE) SST SMOKE DOOR RELEASE MECHANISM DOOR !-OLDER CLOSER TYPE FIRE ALARM REMOTE ANNUNCIATOR (FARA) ES 'C- SAtJ - SE.12t£S 0 rAith ©4 So Li �Q SMOKE DAMPER CONNECTION (3 -? oT It ett-S ) AtvX. cot.)T12OL YZELArk? (►JotJ-lt,1TEUuG€tJT') EST 1-1210t C. POST INDICATCR VALVE CONNECTION (1`s OTI4E'J2.S) FIRE ALARM Ro121.)(ST2o3. EST 7cia. -7A--O )4, -007 Wt? SHOKS bET 11 \ 5.ot... v lsuft- CAT I \ \. \ 1 ► FIF 1 wary" / z SENIOR LOBBY v ., -Z .. Sl -vP MEN 112 4/D( 7.1 R 1 I w tt r STROOM Z SI Y3 L EST SIG -AT D1 -AP w/ SIC, -Pr -PS v1E- o t- S13 BASE - 0 1' nF 3 S( "311 111 I t.,rtiti 3 AFillS AND CRAFIfb 1 1s Il _ c-14-1� _ _ _ �j , ;r O STORAGE 115A /A C l 21 1 ) 1 Zr VIa51 Z) asl/ V l 0110i 0 Zr� 11t IRA�E 1 STOR 111 GE z� SI'' v. v3 01, lwF'rl r ►Irla SUBMITTAL REVIEW - SPARLING, INC. AC APPROVED ❑ REJECTED, RESUBMIT O APPROVED AS NOTED O REVISE AND RESUBMIT This review is only for general conformance with the design concept and general compliance with the Contract Documents. Corrections or comments made on the submittals during this review do not relieve contractor from compliance with the requirements of the plans and specifications. Approval of a specific item shall not include approval of an assembly of which the item is a component. Approval and/or notations do not authorize changes to contract cost. Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains solely to the fabric;:.t m processes er to the means, methods, techniques, sequences and procedures of cons:iuctta.;, coordmauan of his ur tieT Worn' with that of all of trades; and for pertotming all work in a safe and satisfactory tnan y / Ili/ vUll 0 IRON! 1 1 III 11111! 111-1 _J u Lu twit -TT a- 2. ts 1wwrr ar,1 0 Z SI VS41 BANQUET MEE71 G AEROBICS 1 3 -12 r ---- \I IIIwttTr 11 11 11 11 E 1f BANQUET MEETI G AEROBICS 2 1r- sALKI-1-1 11 v3 ft I I 11 11 s1 v3pOffF.RY Cf.RAM4� H 14 OUTLET MOUNTING HEIGHTS MANUAL STATION FIRE ALARM SPEAKER/STROBE LIGHT FIRE ALARM CONTROL PAN= + 4 FEET TO TOT' (vE21FY + (O INCHES CR 6 INCHES BELOW CEILING 'WHICH EVER IS LOWER (1-1E1tsurt.E -to so-7raµ) 6 FEET TO TOP G�1�1c.1 -PRL_ 1Jo t S I) DO NOT LOC-As't E" A. r.1 S M O K£ 012 0 (Ho -r-) etc (1 VENT 2EG-h2a Les& OF L.cG.k-n 0 r.) S €-�\A) r1 0 ►0 D w IJ C, --S �, T4At toT-cL.LtG-ENT Loop CZ otc-r) 1s INIfour A --T- DEvt-E, TAG- rt -r£ 1L) G.t3H 100-, (F 20 M F rC-P Ort- LPc4r AEV IC E, FAA 2- W t r'- ti - C -0 D -c-h . Ttt l S lS V C-CLY 1 IA PO 21- k N T, SPLt C.ES tti Tttt Sill ELD J2fi OF• S Ft lE Ll>e'C3 C-M1L.E MUST MfDE UP ftkb -rinks SSI t.t_.D is tJar rtkib UST t.)01- Co U Th -C. --i cot.) t5 u i "t" Ie :ikr a. -r ••tii 6--1-2.otJ tJ n , f`rt lS lS ver?..`‘' ((Apo 21--htJT, T4+E I IJ T e-L.L1 G.s L. be CZ. GKT',) LS T- TkreAcCSL E. N.- µttX I I -W M 0 :40 T I R C S . Ncrt -I✓ c1 vr.1 D w tJ Cr S Ttt PRT" ` aL � v o V ^t- C. A v o l t' l G. f T-- 'rev ) ,40 Ttt4.-T 0 rJ A- 41...x, A F3 9-, JC. tt OFF. 't..)1 "T Pr >rt .0 UJ' G-LrG .. r t WI, I C-111-1TT A .r t 74,11171*Cr LetsT Dg.lIC., 00 A C;V2A0Gkt 1al1L£S TC) TtiE "t 11.)" TEr'bt0AL.S. -rats CKT bot t`)oT USS A►) co WEkTHE.'..W'R(O P .URFNr. )11- 130$ __._.__. I.A ri3 II 11 LL --- _IL ---11----�J OLN R 118/4 EIA [ _ _ L EN ('f20 I4/D/1 fat SPKt2. c__- $l -. CGL Moo,A.. 0Kr l/ As1 STOR _t 122 7 A 1 Pert 3 DA E 1 2 11=: 10 / ft) krn0IJ2, / / / / / \\ WET 125A 1c 7/A /- BANQUET MEETI 3 11r- 11 11 allet Ir - FIRST FLOOR VVEST: STORAGE 123A si z Si V3 -12 CLASSRC 3 5 AI z V3 \_k_03...____"T V SO M._ Citcl" YOUTH i;j, 126 5/A/10- 2 Ir 1/ 11 11 1/ 11 12 LE 9 SUCMITTAL Thia review Is for coneral and specifications only raid sh....; 44-1 03 a complete check. Review of dimensionu count will not serve to relieve the subcontractor or supplier of contractual responsibility for any error or deviation from the contract requirements. Subcontractor/ Supplier shall field verify all dimensions and existing conditions prior to fabrication. BY BeRsCHALIER/PHIUIPS CONST. CO. XX -XX -XX ISSUED FOR APPROVAL COMMENTS cn O 1 -los -457-3308 72. 0 oo -J APPROVAL APPROVAL DESIGNER: DRAFTSMA Lco SHEET NUMBER 10+3 • 9P a SEE uo-rE 3-(p k) h+EU -a- (.5k AL\ 1.-Lt2) "IQ ftHJ-1 Co..-rrt.CLS POLL DOW. STATICS L Ja_a ROOM 103 eeLotJ \0101 MECHANICAL ATTIC 2/M/ Olga. SEE MECHANICAL FOR EQU?M1JT LAYOUT Mon Feb 12 09: 38 47 1996 I .Z O /2.- ,4 cA-121.4 S'? STEM Ja(S E2 No sc.Atl.E DE blC.kTEb lao vac. uJ� Co*PE2 C,4 b o1 -CLS 31X Q'ktKS TIt>✓SE Via • GK -r1 MAY Rut-) I ►J SA►aE co-n,0tT(S) T wE S T' RA, PtAKE2S To 1,4/EST STRaf3ES To w£st D001ZFbLOS UP Tb MtrC- rt RM P J tit*. pCTS Sl V/ VA i V3 / StLEO- KNt&A*r .(o L( IPA PcLI±(2- 4 PM 2 = 'k 1)1kLE' - Z.oNES — (,��'rrEttFt.oLJ a. - Nlirl iJkl.i f AU701-4 AncS 3 — SuP6vzV(soU.' (T/.wPEsru) - sysrt.tA -Tao0aLe N10V►ATE D 0I.1/ADCI->'.tEk. r0 T t_ C3+e....K t3o��n E1,EC. RM ct4 �t12£MA►-IS M1c tZoPt+o0E r( -E tz£ 1JStb . �fi ST- wAL L ELEc. am `N 31. 6'0' MSX T3ke OTthECZS To o7ktER- 1WTELL(crt ?EJIC,�S (wEST) To IXOC., EA/6 2GrY coorYtoLS APSSPr 41 A A75-25 3c)"(i.) 7Jktk 4 r.%Es Fort Pr'Pi. k 14 & tkESzc L3Krft'Q..`? CA6wCT $[..- t OL T}YE I� ht4 CELLS Fdm pc? fs'Pr #dF 1 Lk" NOTE e % ) l -r Co 2 A -C.. 1?w rZ NLUST E i -r£ YL 0Z v n K.O. >r rLo►�1 (DEDI C-A-c£P .o VkG v( GoPPEYLGND.') 1 G '};2E M. A21.1 AISPLM< 16nw X x x CinJDutTS OK IN lacrTT'ON ter, 1 c.ol2uE1(2- O )L`( 1) Ev tc,E cot) uT- 't'r1IS MZEA ®-p - (o Cy w►Tti• Re -A-6 © 6 UPPED FL00WEST lao v Dku Pelts uJEST' SEP. Coo Du t SEPEttME 1ao VAC- t1.) MR(OIL rzEthY 'acrriir ClIcel CrS L� Su 2FAt-E GLT, S %' DEEP a3" 1-1• 4- 5/V.4 avE>JT SPLA -4s 1L) ►JCrl..ts'-i -rt IS E.0cLosu2E pooteS C,OMLk 1J CAt-1TROL% SC LElJc. ) 2ESET ETC.. / If k �i� C.00Au lT %K.) c LA -6 To VALVE. 1200► -t 1;01A FA.S csoK olitow o c o.TO C'L., Zo U E t_t S T 1 EMT WET FLOW oZ- wCST to PL01..) 3 EMT b2' LI T bay fLow 5 WET TAMPrits bra`( TA�t9E2.S 7 t4 l - LO Pr 1 S ? 1 V Tei.l.APER of EMT PuLLS I0 uJEST PULLS l EA -ST SMOKES IZ. WESr st-toKES 13 b u cd r 1L1 15 s��k 1zE I� Sp.0 ilrN NU►JC.Ih-mQ Ac..TIV'rrE DIA -LER - Z -0 we IA-LER- LONE 1 "WkTE12.FLOw'1 �C.T(VkTE DIALER. Zo'E 3 .' S u PER.v tsop " he -.T1 v K7'£ D1 MI. R Zo OE' A. "IAAJUM-14- AuTb,KrV.S 2 EC'AHMENDt.O Y To /Z.1 SE2 PeV (C,t.S > 1 % 114t,sc 17,1k. CATs Nk'1 riuv ; t J shmC Cow D J rr(s) ro t'r L, I N1'L' ll1l.EOT- Deo I C.E. S (E?ST) TO r<A sT SPEAKERS ,1— To cAsr / M pooR. ♦(oras EJ LE I 1-0IS X +buLES Id UkL. C+ r LuGE)Jr IkIAD()LE.S For. -n+E PRWKLE.YL 2LS£'C2, A-LrhYLJ-k 4-- SUPE'2Vlsow{ KTS. i;ourE couvsuT'oPAL GL.hst e "K" c.KTS To R tSEYz. PEV ICES . cor)porr/FL.EIc 1-C: RISa✓YL SW(TLKES P -S 24'D , SEE LIST MR tOtC. -----' CLAY WO AfC.4• a.Fkr_c Gtc-Lo u Ae m ocz (M t 14) A, f --00X , lu VkLVE lag sa v S v (, M CL IZS4 B 1 1 ( 1 11 1 I IP Iz1►3 KL -C12. (S E 2 GK. -Ts / P0D1›2SSES ADA 12 -CSS oaoG 0.2.o? 6 g Coaoct o -' o <oatl 9.1X. CKT E? r wc-r Flow WEST Lim- Flow ERST DQY FLow Lk) EST DQ.'( Ft.OW WET T MPE1ZS t- 1>DCV TM-4Pea.5 D f2.`q TA.MPERS 141 -LO k1R, SUPVSiLl 1P1v T PEt 6,44.R C. KT WI 2E S '19. tJ O C J -t. OPE-0 C-00ThC.T (S) lk) pr C,t-.kSS S Su PE &\It Ere K 7 K t_ per (Ll -sr) S W (rc- I+ . w1TH X, < ovrt To P.Z.V. / /74, t a..' S t) tTG44 Cour (DS) Au Du c. -r DET Ai:1mM NAP TO /540- l 0•l 0 1 010-5 o k 0 3 •ot0L5 ft do -3 otos Pr I4v-Lt 010(7 aELAY /tbMQESS (S tGk- -C-2) a.o 09..03 oaoy UPPED n CIC?(o 0 AO Lk L 6 Oao 3 AHU-2 Pp , I LONA ICAL A TIC To Ark*. Cor.kraoLS Frio 0-A S►AOKE DET. GELOLA) fS Z I SEE MECH. FOR CirUIPM AYOIII m°4 re PARVA HT, AHU-4 2 EN ro Fs NA u-4 A U-3 co4TrLOLS 1.01E '. Pctk?,PAQ:COTL&M IA ;1/4S S UreL' PLE1.1ULA Tt+JS 2£QJ121kJ(r-` 02 DUCT DEM . CYO L`? 00'E bUC.T' DET CO►JTk\l.)S &IL t'JT` .LLL 6-E1JT Coo- a-oL 1� E Le4Y r-0 R- S El u T bO W ►.) . 130 T R DET'S Pt -DP ZEs.SES HAP la SoFT' (...J - TO Pct,,TuPcT k'e.LM' UPOu h-LARM fRO-t E 1Tt E. Q. D £ T. k R.. t f= D o c -r Lk)/ ti J A•c. c o,a-r rt.rrc,1 o (z- S1G-N GT-D- m0t) t_ES FLOOR EAST Pr6 Tt•t1S t5 AK) tL)TELS..IG£stS}-t) E{'tt.lk 1-.)Ep1G.-E WILL. DtSPl- `? vTS auJL C-UST"D►k 'EIJG-t_ S14 HESSAGE •EXAHPC, ; ` ALA P.M- Duc-r SHotc•E DET A140-'-( EAST' NEL.N. P(rr%c "" (Licl-o0G Lr -k DEv(c,E ADD. rLe3s -f 4 of DA`() Pr LL (rDUc-T--SETS 1 N gLbCr %4'R -E IBJ E lTH-�`R W QST 12- Ek‘ -r- MEC-k•k- R.MSU RRore.Lt-( \/ts1RL.1✓ Fort. W�rN1►o P..00M., f L.p,ozA 11JUkCP..1-012 LAMPS CR -et) L t WI L -L.- . 6>= 1-koki �D 1-/�.E►JT, Ta DuGT DST '►)LESS SP C.I(,Jt•I-ERE kti- ISSUED FOR APPROVAL 03 0( COMMENTS W T W 6 0 0 0 II 03 -J 0 APPROVAL: APPROVAL cc z to (N w 0 DRAFTSMAN: w433 Z� W a'. U >- 3 J Z D 0-41 S6- < Q J I-- Z. SHEET NUMBER Sag, -3 FIRE SPRINKLER PLAN SCALE: i/8=1'-0" POST—TENSIONED SLAB 3/8" ATR I —HILT1 KH—EZI CONCRETE HANGER ATTACHMENT ANVIL FIG. 69 RING HANGER UP TO 4" PIPE TYP. HANGER DETAIL EXISTING SPRINKLER LINE EXISTING OUTLET 1/2"X48" 2048 FLEXHEAD DROP BE S = 4 MOUNTING BRACKET CEILING TILE'- 'SPRINKLER HEAD TYP. FLEXIBLE SPRINKLER DROP DETAIL SCALE: NONE SCALE NONE Without Comments 0 As Noted in Red l7 Per The Attached Letter ese plans have been reviewed by The Tukwila Fire sd 'ention Bureau for conformance with current City `°`a' ndards. Acceptance is subject to errors and isslans which do not authorize violations of adopted ,ndards and ordinances. The responsibility for the equacy of design rests totally with the designer. ditions, deletions or revisions to these drawings after pis date will void this acceptance and will require a esubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. AIA1 Date: `1-/3 -1 I By: 5 1 k Fire Permit Number To schedule inspections call 206-575-4407 GENERAL NOTES 1. DENOTES EXISTING FIRE SPRINKLER PIPING. 2. DENOTES NEW FIRE SPRINKLER PIPING. 3. DENOTES EXISTING UPRIGHT FIRE SPRINKLER TO REMAIN. 4. ' DENOTES EXISTING PENDENT FIRE SPRINKLER TO REMAIN. 5. 's' DENOTES EXISTING FIRE SPRINKLER TO BE RELOCATED OR REMOVED. SCOPE OF WORK ADD/RELOCATE FIRE SPRINKLERS FOR T.I. WALLS & CEIUNGS. S 124th St 1242442nd Avenue South Crosson Triiimph Exp & Events In rldenlUSA' h Services VICINITY MAP • HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F HDIP G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE W X Y Z STATE CERTIFICATION SPRINKLER LEGEND XiIMAMS* Ail NW PM .Warr NSTA tlF mg as wry 0M Wtgari74N aFt'1 • tEotx+aCTIONFirR Erexav FIRE PROTECTION Erars+en srarEtEs 1 Matthew Greene 19819-0311-C Level 3 1 Patriot Fire Protection, Inc, 1 PATRIFPO.9C1 1 10/21/1.911 E�rpit . , .A . +213 itnatwrr "�w twereMw �..�+wMW°i w».w,ww,•.1IR ' 1 1 1 1 1 SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT PENDENT TEE SIZE 1 2 5 3 7 1 16 8 16 2 SPRAY 0 ©1/2" Ann ©qp 1" 3 4 17 32 SPRAY ❑ 0 3/4" o mi 1» 1 2 3 7 1 8 2 SIDEWALL i a 1/2" . 1 » 1" 2 DRY TYPE O 1» 4J 1" -`-.— TEMP RATING SPRINKLERS UP AND DOWN OPENING N s * N UP m z N 3 0- 2- WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE + 0 165° 212° ® 1" STRUCTURE TO CENTER �Q UNE OF PIPE IN INCHES o O 286 ®1/2" 350° ® 1" FITTING LEGEND 0 500° ® 1/2" P PIPE -0 -LET APPROVAL REQUIRED 1 F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE CITY OF TUKWILA TSN THREADED SHAPED NIPPLE SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY 0 REINBIE F1FR-56 QR SSP RECESSED 1h' K=5.6 BRAE WE 155F 2 TOTAL 2 .ate QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE mil GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WiTH NEPA PAMPHLET NO. 13, 2013 EDmON. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA PAMPHLET NO. 13, 2013 EDmON. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2013 EDmON 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2013 EDfON. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. AU. WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY 0TH ,0. 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS AMMIMMUMMMO DESIGN CRITERIA 1. DESIGNED TO NFPA #13 2013 EDmON. PIPE NOTES 1. ALL THREADED PIPE TO BE SCH. 40 BLK. 2. ALL GROOVED PIPE TO BE SCH. 10 BLK. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: RELIANT CONSTRUCTION SERVICES 5009 PACIFIC HWY E, SUITE 10, FIFE, WA 98424 PROJECT NAME: TUKWILA CONFERENCE ROOM 12424 42ND AVE S, TUKWILA, WA 98168 MR PATRIFP099CF OT WWW. PATRIOTFIRE.COM jared.heit@patriotfire.com } FIRE TE CTI INC. 2707 70TH AVENUE EAST TEL: (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER JARED HEIT SHEET _ p DATE 10/21/19 OF a JOB NO. 12-21968 1 1-1 25'-6" 2f-8, r 7 ff 25'-6" 1'-O" 6'-9" 21'-11 3/16" 0 i 5'-0 5'-0" 121'-11 3/16" 28'-6 3/4" 20'-8" 28'-6 3/4" 20'-8" 28'-6 3/4" -8" 20'-8" 3'-8 r I ti 0 co HUMAN SERVICE 101 a/Af 0. II11S I1 11 11 11 24'-5 3/4" 4'-O 15/1 6 I i. L- 14'-3 3/8" 3'-74"0" TYP. TYP. �.. -n 1 191, CHILDCARE 0, 75cd (E) CARDS/GAMES DANCE GAMES VIDEO /A/10- 1 SENIOR ADULT 5/A/1 c, OILN ROOM fV I 00 7d''(E) iV STORAGE. 115A /A/1'i 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 terml ation of the testing A DIVISION OF ALARM CENTER, INC. " • l� SENIOR LOBBY WOMEN 117 • STORAC,F 15/16" FIRESIDE LOUNGE 106 VA /1-S 11 A 1' ir- CoR ciee _ 7 d LACE) (E) M Fa STORAGE STORAGE STORAGE I123A ;8 -r Co 1 0' );I 411 11 MiNTI—PURPOSE/D 107 I I /A/1 C, II II II 1 I i8/A/11 OPERABLE ._.. PARTITIONS EC A EQ. TY " NLYP. 7 �ING JANITOR 0 7/Df11 BANQUET MEETING AEROBICS 1 CLASS ROOM/MEETING/TRAINING 123 VA/10-11 /All 0- 1 A/10- CITCHEN 11 II 11 11 I1 II II 11 11 11 1I 11 �I r r-----n----1-I-----f-1 11 11 11 11. 11 11 11 11 6v mi I 11 11 11 11...._. . I 1 I 1 I1 II — I I1 II Ir / N / N v / / ) al II LI 6'-O" 7'-4" 6'-0" , 6'-O" J 7'-6" " 4'-0" I- -j I z 7'-6" 4'-0» I 1 �I — J 8'-4" Symbol Legend Make/Model No. DESCRIPTION WIRE TYPE FIRE ALARM CONTROL PANEL IFP-100ECS FACP 2 SLC (DATA LOOP) v rl . cd SPEAKER/STROBE COMBINATION wall mount ® 80" A.F.F. to bottom of back box cd = candela rating of strobe light BY OTHERS O ANALOG/ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR IDP PHOTO SMOKE ADDRESSABLE PULL STATION IDP PULL STATION IS (E) INDICATES EXISTING DEVICE N/A 11'-8" Building Data ADDRESS: PARCEL NO.: 12424 S. 42ND AVE TUKWILA, WA 98168 017003239 TYPE OF CONSTRUCTION: FIRE ALARM OCCUPANCY: A-3 4'-6" � r 3'-74-'20" 7'-024" TYP: ` TYP. TYP. TYP. TUKWILA FIRE DEPARTMENT Please cal` 206-575-4407 and give this Fire Permit No and exact Ei dr ss For shut- down or r: t:ora io`in approval. TUKWILA COMMUNITY CENTER WEST FIRE ALARM PLAN Wire Legend WIRE NO. DESCRIPTION WIRE TYPE 1 NOTIFICATION CIRCUIT (2) NO. 14 AWG FIRE RATED CABLE *FPLR* 2 SLC (DATA LOOP) (2) NO. 18 AWG FIRE RATED CABLE *FPLR*, Scale: 1/8" = 1 - 0' Vicinity Map Metro South Base_ • NOTES: North ❑ Without Comments As Noted in Red ❑ Per The Attached Letter Mese dans have been reviewed by The Tukwila Fire ention Bureau for ccnf0rmai- r:e with current City -;ncards. Acceptance is sub ed: to errors and :.,missions which co not authorize violations of adopted it'and ds and ordinances. The responsibility for the I ...clequacy of design rests totally with the designer. ;; deletion'sy o r r y to hes, drawings after __d=glans, ,� revisions f �:. iscceptafce Fs.,1t1 require a i ; Crfls tate will void this resubmittal of reprised drawings fc,, subsequent apprOVal. (sinal acceptance Is subject to fled test and inspection by The Tukwila Fire Prevention Bureau. '!E F,,1( 4,..„.}ia,„ ( rev..1 +.1. I ( 1,►egL .. tiat�d�c ctk�r 0a;4.LJ rA c;rc,.c4- {, emit, - Vo -VOw+ess4y` 40 ;,,+.u;5;V4 J'soh greats - 1. ALL FIRE ALARM WIRE IS TO BE REPLACED WITH NEW FIRE RATED CABLE. 2. ALL PULL STATIONS ARE TO BE REPLACED WITH NEW. 3. ALL DUCT DETECTORS ARE TO BE REPLACED. 4. ALL EXISTING SPEAKER STROBES WILL STAY. S- // // SH►o1 pu'f'f. Yip1a«owl • A COMMUNITY CENTER 12424 S. 42ND AVE TU KWI LA, WA 98168 Sheet Number FAaI RAID 1 of 2 442, ;56 ‘i -4_,443,2p13 0 TUKWILA FIRE NOTES: 1. ALL FIRE ALARM WIRE IS TO BE REPLACED WITH NEW FIRE RATED CABLE. 2. ALL PULL STATIONS ARE TO BE REPLACED WITH NEW. 3. ALL DUCT DETECTORS ARE TO BE REPLACED. 4. ALL EXISTING SPEAKER STROBES WILL STAY. 1 1/ 1 1/ / 1/ / 11 / / 1 / r 20'-8" 6'—O"Fflfl // // \ \ 1/ _,,, , // ,>" 1 FIRE VAL \ 129 N 7 \ \ 7 \ 1 \ \ \ — F- 11 11 i /- it ::------E-.---_- --_-.--, // /1 ,4, // .,:- // .. „ / .. /.,.. . \\.„ --7r--z----7:-:-----ii \\ 11 \\ \\ / 11 \\ \\ 11 \\ \\ / \\ / 1/ \\ \\ , (E) \\ --- ..kl- ... \\ \\ \\ --- --- ---) \V- A /\ 11 --- --- -13- --- ---. 10 .-- "-- __. -- 75cd 35' o''.; f1jil 6'-O" I 26'-11" 34'- 1 1" 1 11 FITNESS j129 5-13/A/5- (E) 128 0- 0-11 . TYP.. 13'-7 3/16" 75o/ (E) TOILETS 133A 4/0 -Fr 75cd (E) SHOWERS 1330 4/Q/6 12'- 0" 12'-O" EQ. EQ. „ 3'9" 3'9" EQ. EQ. 1 11 11 11 1133, 11 4L).. 0" 074'-0'" I FEC. 510" /A 1 5'- 3 3 16" .„„ 75cd j, 0 4I) JANITOR 1 81A /3/111 0 75cd (E) 7' 17; Ca.3 =Nor; . 6I5cd (r. 77.5jd 11'-6" ()DRYING r1.3aci 34'-10" 711 11'-6" s 2'70; 4'-O' •••,\: 9fs 1_ I (.0 "51-0" TOILETS 136A ../D -F/ 1 75cd (E) 6'-4" AMILY CHANGING FAMILY CHANGING D -Q / IF 4", "VX MB% 11E4' NM, =I 0, 111111.A 11111. 11111,-, Mr' -111111W,111a, ma, - gigu,; mont.1 I I 1 I I I 1 LOCKE A r STORAGE 17qc131 5 A 1 OFFICE 130C 5/A/1-1 OFFICE 1300 DPE \ • !'01 6'-O" Lol 0)1 11 = 11 ADMINISTRATION 5/A/10-11 FIRST AID 130J 6 nu 130 11 751 (E) 11 11 r -Tr OFFICE 30F o" OFFICE 130H OFFICE, 130C A 1 11 L_ _ — — — — Building Data ADDRESS: PARCEL NO.: TYPE OF CONSTRUCTION: OCCUPANCY: 12424 S. 42ND AVE TUKWILA, WA 98168 017003239 FIRE ALARM A-3 Vicinity Map MelroSoutiljaafe, 4;1 • d St 22• N TO 11 • al 25itSt: .; . S 124111 St Ss,. S126th St 128thSt , . = / 3'-4" 0 0 STAFF LOUNGE 130M5/A/11 6'-0" 81-9" Symbol Legend Make/Model No. #cd rip r..3 SPEAKER/STROBE COMBINATION wall mount fit 80" A.F.F. to bottom of bock box cd = candela rating of strobe light BY OTHERS 0 ANALOG/ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR IDP PHOTO SMOKE SLC (DATA LOOP) (2) NO. 18 AWG FIRE RATED CABLE *FPLR* LADDRESSABLEAT1l IDP PULL STATION P2 FSD__ DUCT DETECTOR FARENHYT DNR (E) INDICATES EXISTING DEVICE N/A RESTROOM 1 3C1.. 4/0 /3 121 Ei =1 MI CM WI iffir IMF CZ CORRIDOR 20'-11" 20'-11" 0 -1 11/16" cor-co tor co-- tor in ca csa isci lot RACQUETBALL 140 Q. - EQ. RACQUETBALL 42 1 Q.' , EQ. , EQ. .r.„. EQ. , EQ. 0 I —111- r BLEACHERS, F010. TYP. 8'-8" Wire Legend WIRE NO. DESCRIPTION WIRE TYPE 1 NOTIFICATION CIRCUIT (2) NO. 14 AWG FIRE RATED CABLE *FPLR* 2 SLC (DATA LOOP) (2) NO. 18 AWG FIRE RATED CABLE *FPLR* GYMNASIUM 141 3/H/5 RACQUETBALL GYMNASIUM FOYER 8'-l0 1/18" Z'-0,"EQ. EQ. 0" 75cd (E) 7d u 1 16"5 T/1-6 25'— 9" 11 WOMEN 43 FACE OF CMU CC) FACE OF CMU MEN H 144 I 8,4.1/51 I r. STORAGE 145 0/K FACE OF COMMUNITY CENTER EAST FIRE ALARM PLAN Scale: 1/8" = 1' - 7'-5 3/4" 1 North 0 EA ti Ct Project Name: 0 TUKWILA, WA 98168 Sheet Number FA.2 2 of 2